FLS2002-07055
FLS2002-07055
HALVERSON INC.
2500 COACHMAN
RDNE
.
.
cc
w
D:
<
'-'
z
-
c
z
::)
o
D:
a:,
::)
'"
JUt 2 5 2002
m
PLAi'iNING & OEVELOPMt:NT SV~
erN OF ClEARWAl ER
COACHMAN ROAD TRACT
Drainage Calculations
r ..'-__n___,
iJl' U~~JIU~L ~2 sn Ii:., 'J~ HII
LI _.~~ L:.>
, . .: '",', . , ,'.I, S \r--I
. ~'r'.. I.; _._J
Note:
FDEP storm water permit # 52-58348 was previously issued for the Loehman's
Plaza project and has been utilized for the existing Walmart and associated out
parcel modifications.
While FDEP has a record of the permit being issued, they cannot locate the files.~} 'w
.' !),Ut!lr.
Although the storm water impacts associated with the development of this out. ,1J'~l:I./( I' /
parcel have probably been mitigated via the master plan process, it is assl,J~@,' ,~i,(.'.i' >. . .
that this is a new storm water source subject to current permitting criteri@/i "dOI'l:Jt.~':\
quality and attenuation are being provided onsite, prior to discharge to' fFi':, ., 1~Q}~-r:r.':'
regional retention facility. " ,A;' ,.'2.'~""I'" .;
I. r'r.:
:I
!'
.~ ..... -~ -
1- _., _
~'"'-X,.t-..,,_....~~._,::~"\;~-'llIiit.5' ...
View looking north from south side of site
View looking northeast from south side of site
,.,-.,.. ,
View looking west
2500 NE Coachman Road
FLS2002-07055
......
~, '..., ~... ".i'" ..
~, "'.
View looking northwest from south side of site
~
~I;'"';:~---
View looking west
-'
View looking south
COACHMAN ROAD
COMMERCIAL TRACT
~
o
o
t---
o
Pinel/as County, Florida
January 2003
,
rJ
o
o
N
~
DRAINAGE CALCULATIONS
Prepared for:
Gary G, Halverson, Inc.
9905 Racetrack Road
Tampa, FL 33626
(813) 925-3533
Fr!? IE'
~""""
-'--=
- , -----
""-----
-..
Prepared by: Ii j;
g! 'I
.iLl;
==== L M A F;--,.,
.... j'
....
Landon, Moree & Associates, Inc.
Civil & Environmental Engineers
Planners- Surveyors
31622 U.S. Highway 19 North
Palm Harbor, Florida 34684
(727) 789-5010
FEB. No, EB-0004096
JAN l ~ 2003
,
LMA JOB # 416-01
. '.: "f: :/; ,! :;'}I:'.,
. '>t;'" \ j. i. !'V/',.
-, . -. '.....0;;."'. ",r' _" ,., ~.. (/ .
. , ','., 'J'.~. .. -'./" ...
" .i;:.;.fi~;~~~".- " ~l. ;" .~~
,,' "-~.ll't.-;..~'-'.. ,.~V ,('Ii
Approv~d,~ . . ~v,', ",
....'~1ri0k'!:> · ,~/~L;;'J,: ; C-:: : :
, F.~e.t Wulf, P,:e. . _ ., I ' .
F1ori~a R~:;N~32~.~:J.j'/ :..
Date:', ;/'?-frr' .J.' ,",,:'.<;'
.)":' {) it 1 .. ,.' ..f~;'_:,._:,
. .' 1"'; j\! t \ (~:..<'.,.~:" -,'
". v ._'.v:r\. ~,..'~-;I.:-...,"-:r~
';.,~~ ~/l~~;;:;;~,~~~:;~~i?"':'
FILE COP:'
"'.
",I
'.
.-~'
~NROAD CO
FRCIAL
PINELLAS COUNTY, FLORIDA
SECTION 6& 7, TOWNSHIP 29, SOUTH, RANGE 16 EAST
[?[jrMfiJrL ~[ju~ /PrLfiJlf!J
LOCATION MAP
z
:r
(1)
o
c:
f Montclair Rd
f
'~.
516
.
VJ
g .
(6' _ $yIVgf'j' , . ~
?}.' ,eJ~ber .....
MemonaL
....Pt.,k "" :,' 611 ;';
'.Ji , '
,. Sunset pb.rril Rd'
501
" 19
576 "
SO\.lth Dr ,
Sunset Point Rd
0,
~
,'t
>-
;z
~
(')
:!:
c:,
d.
(I)
:;,
1~~.: ,>
;Sunnydale Blvd
425, Calumet S't
,
Croij Dr ~:,:<
f._ _ ,.:",'.
' C~,~en'r'~~
.:' Vel' ,l{Cl,1.
501 ,
Z
:r ,~
(1)
0 Range Rd ~
It:
Q) 0-
($) '::T
(I)
f -.
550 ;u
(I) a.
425
590
~ ~\I'a
,p,f'-IJ
r:jV'
:'1'"
.' :\.~ ' '
OJ
o
S "
_"..::::r
,
590
Clearwater
,.,coachman
, . ICd'enwoo,j$f ,,":U
Mocc~stn .: .r " ' P-
19 LJke Nature' <,:; , '';:''
f'r~!'E:rl.fe-
,- . ;,,,,.J:,:<.;..,,< t ~~; 1ft .'<;
<~~. .<'.'t..~... <'.'.~.....'__":; '. '"
I .. ;~ffi qi-l.!
u.. 1" ~. ,"
, :~11
rJ,
o
<:r
n
Q
Sharkey Rd ~
[
;, ,55
(inley St
....
< .....
bot.;). ~
Drew Sf
;:Q, < jj
s:),;
501
Drew SfI. 528
. .",' -,
. . . -
Drew Sf '''lJr?W~St ;-
RH itn,..k ......"n...
LEGAL DESCRIPTIOiV
,
.,,'
THAT PART OF LOT 1, LOEHMANN'S PLAZA, PLAT BOOK 93, PAG~ ~3J
AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIQA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE' AT THE SOUTHEAST CORNER OF SECTION 6, TOWNSHIP 29. SOUTH,
RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE N89'48'11 "w, ALONG
THE SOUTH BOUNDARY OF SAID SECTION 6, A DISTANCE OF 100.01 FEET;
THENCE N01:08' 45"E, 1 0.15 FEET TO THE POINT OF INTERSECTION OF THE
WEST RIGHT-Of-WAY LINE OF U.S. HIGHWAY No. 19 AND THE NORTHERLY
RIGHT-Of-WAY LINE OF NORTHEAST COACHMAN ROAD No, 590; THENCE
S58'21'12"W, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, 1200.47 fEET
TO A POINT ON THE EAST RIGHT -OF - WA Y LINE OF A FLORIDA POWER CORPORATION
RIGHT-OF-WAY AS RECORDED IN O,R. BOOK 1466, PAGES 156 AND 157 Of THE'
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF 8EGINNING;
THENCE NOO'58'03"E, ALONG SAID EAST RIGHT-OF-WAY LINE, 288.04 FEET;
THENCE ALONG THE BOUNDARY OF LOEHMANN'S PLAZA REPLA T AS RECORDED
IN PLAT BOOK 109, PAGES 1.3 AND 14, PUBLIC RECORDS Of PINELLAS COUNTY, FLORIDA,
1) THENCE S89'Ol'57"E, 171.85 FEET; 2) THENCE S.31'.38' 48"E, 150.ob FEET;
THENCE ALONG THE SAID NORTH RIGHT-Of-WAY OF NORTHEAST COACHMAN ROAD,
S58'21'12"W, .300.00 FEET BACK TO THE POINT OF BEGINNING.
~ v
......
-
r-
.....
~
c::,)
-cJ
-<
/r't,
.'i
ill)
J'
ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM S ~NDARDS SET FORTH IN
THE CITY OF CLEARWATER LAND DEVELOPMENT, laNING, AND/OR RELATED ORDINANCES AND
SPECIFICA TIONS AS APPLICABLE.
fi\ COPYRIGHT 2002
.~ ALL RIGHTS RESERVED
Landon, Moree & Associatelll. Inc.
Anyon. copying this oocument in any manner
without the expressed consent of LANDON,
MORU ct ASSOCIA res. iNC. shalf be prosecuted
to the fuN extent of the iaw.
-DO NOT COpy OR REPRODUCe _
. NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO
MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH
MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
'il
FILE COpy .
FILE COpy
...
Prepared For:
flLt COP,
GARY G.' HAL VERSON, INC.
9905 RACETRACK ROAD
TAMPA. FLORIDA 33626
Ph. (727) 639-6991
Prepared By:
....
....
....
.... Landon, Moree & Associates, Inc.
CIVIL & ENVIRONMENTAL ENGINEERS
PLANNERS · SURVEYORS
31622 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684
Phone (727)789-5010 FAX (727)787-4394
WEB: WWW.LMAENGR.COM EMAIL: LMA@CSI.COM ~
EB #4096
PERMITS,
FILE COpy
l!
0",
U=
~"
,>
....
PERMIT TYPE NUMBER APPROVED
.
CITY OF' CLEARWATER
FDEP STORMWATER 52-58.348 .
S 'vWVv1v1 D
.
UTILITY 'WARNING NOTE
ABOVE-GROUND OR UNDER-GROUND UTILITIES MAY BE IN THE AREA OF
THIS PROJECT - PROCEED ~ITH CAUTION - CALL 'SUNSHINE,STATE
ONE CALL" <1-800-432T4770) AND THE UTILITY OW'NER<S) BEFORE
i
BEGINNING ~ORK, PROVIDE OW'NER ~ITH CODE NUMBER OF PROJECT.
i
,~ ;,1
1 t ';
;
~
t
I~^
i ,c_ '
1J;RAC T
~-
I
J
"
~ ' '
.;~~
j\_~'~7:
" ,
I, ,
.
~,~,
l,f
, ;1
>-
Q..
C:) .
c.o.
......
......
--.
L.s...
PLAN INDEX
. ) 1. .
'2. ",'
I
~3.
COVER SHEET
EXISTING CONDITIONS
FINAL SITE PLAN
DETAILS
'LANDSCAP6PLAN
~i
4. ..
J:.:
v"
SITE DATA
"-'~"'~';-~'-""-"~")"_"b""';>"-~f\I!'oiIl~~-.i'i~-':IiIa!ltf-~.~"""",--",-o'A;._~lS'&~
ZQL.NG: "c" COMMERCIAL
;..~~ -,
GROSS SITE 'AREA: 1.08:k ACRES
PRCP.f.AR.= 0.185
aU/LDING SETBACKS: FRONT - 25 FT.
~~JR ~ ,;c'fg~;fr~,
f\L: :~Pl
f f
,..
~~lY
E)(!STINGCONDITIOf' :
, .
, I
1.08 ACRES (100%)
~/
PRQPOSED CON 01 TI ON S:
. rOTALIMPERYlOUS AREA
,e .',.
, . BUILDING AREA
VEHICULAR USE AREA
TOTAL OPEN SPACE
0.52 ACRES (48.1 %)
,,00 S.F. (18,5%)
1.3; 74 S.F. (29.3%)
~.
0,56 < CRES (51.9%)
PARKING REQUIRED 1/250 SF @ 8,800
PARKING PROVIDED = 40 SPACES
=35 SPACES
F1600 lONE: THIS PROPERTY LIES 'NlTHIN FLOOD
RATE MAPS:
"~.>: "
" ;..
"
. ,;r~.i".. ,
" .~
,:'...,<~ '-
'C'
.
I'
<?-
ft,
I ~.
, -'it .
~-'l-~~-~--- 'j"
[c" C".J ._"'.'..'-::-I"-'<--".'~ ~<::'--._'--.>
[::3 '.:J I I 'c., ""..',
':J . I I I 1,..' "
U'.I.' .~.G. L_. JJ~. <~. :d.'..1:il.'''. ".11.1,/..1.
~ JUL 2 5 2~02 I,,! i
I'-.~J. <
PL.. .~,N}:1~.~.'--;;.QEVEt...T...<"'."".."--' <, if'.: ..
' c:!( 0;- CI E;I1; . "~'v
~--'4.':=-.~~,~.,..,_.... __~:, i
FILE
Y'u lr./(lt~ 0'70,};
'''1
JULY,25, 20'02
JOlJ#418-01.200
L
'~ t:
/
~'" 'JO
":)~,
f
I
I '.
I
o
I
I
,,~/) : t I J ~~~
: I I
I I I
: I I
: I I~,
~ +~)
I w
: I I I
I I
+ I I
: I I
I I I
I
6 I I f
:' I I
I I I
w
~ I I I
:-~ I
! f~~~
o w 0
I I I 00
t~:l' I ~
~~'I I w
I I I .
: I r ~
~ I I I~
r I I 0
I I I Z
I w:,\
! I ~~~
I I
I
I I :').' .
: I ~ (
11 r f"
: I, d
o If
! : Tl:
J I I r II
r I !~~'
'':>I),,~ I I I
"'"I),,'
I f 1:0
~ I 11.f) I),,~~)) I
ElEC, METER ~,l.'1
Pq~ A,:.~l
ELEe. BOX ~t
" ,'11
" ~.
"
,"v ,,"\
'" 1>,'
')
," ",I)"
" ~'
')
~~ 'J<O
Cj; 1>,-
"
-:-,~~
" :'),
'J
,'J I),,':J
"J :').
'J
@ R~~~~~~Isi~~~
Landon, Moree & Associates. Inc.
An)'On. copying this docloImt/nf in OIly mannfJ'
wjthqut the expressed consent of tANOQN,
MORfG '* ASSOCIA 7F~ INC. shaH b. prosecvted
to the full extent of the law.
-00 NOT copy OR R[PRWUC! -
....
,
,
,
,
,
FCM 4"x4"
#3612
--
~
, ~'?,
^<? , '11
v'J .
:-,
.." o':l-
iQ,
0'"
o 0 "
" ,,"
~ 'I.- !x",
," '\
".z '
6'
'\
"
~Ir)
~"
~.
~~
!1::"
~~
CJ~
o...~
~g
~~
f:J'<:
.....c:)
,
<::)
'"
':J~'''''
, IX'"
&~,
'11<0 ~()
Cj; ,,'"
~ ' --v--
'11'11 ,,':J
'1,;,,"
------....
I
\~
o
\Sn
CONTROL STRUCTURE
INY. ELEY. ::0: 49.89
a~~tE::2 = 5~~3~'
~ 0"\
'V'J()' . ~
~~ '?~
/
I , ','.
SECTION 6 & 7, TOWNSHIP 29 SOiUTH, RANGE 16 EAST
PINELLAS COtlNTY, FLORIDA
}
'.
L
EX. 8" PYC
t
I
LOT 1
LOEHMANN'S PLAZA REPLAT
P . B. 1 09, P G., 0 1 3
----x -'-'- -
2' CONC, TWE "F" CURB d
6' ALU1.4. FENCE
171.85' 0
.. - ~ ~F~ ~
d>~ &~
o
"co "
"\ "'() ~
, 10'
&"
\~
) '0>~
~~ \\\ .
,,~~~\.\ \).~
O'~ \~~~ ~/
. \\t~/
';:'~~";.~ >"v~\ ~.~ \~. 47\
..0 , AJ", ~ ", V )
V"\V"\ ~ '~~~\JJ>' ~
~~ ~~. ~/ C)~
,'j~,? "\J: \ ,\~.."I)" // '~'J~
/~~ .
0>.. ~'\ ~~
'Ji'. ' "".
~,,~ (j)~
, ~.
y ~, ~ A\.
'~. Y" "~ ",0
~~ ,,'11 'JC)
.? \'",\ \ ,,/ ""6 "v
~~\ ~ //,~,,~
"">,,," V \. ~// /
,,, ".I .Q ,~ . 0 IX
~. ~ \Y / ,"'-:-,';:1
'-/.. /" ", b
\ /" ,"Joe:>
, <?
\ ,")'11 o(), /'" /"
/
~(),
0~~
~I~
~0
t\y..~
~O~
~ -- -
C)'J ~t)
'j ~'
,
S 89-01'57" E
--
- -
--
,,"
~.
.,'
~
,"J ~ IS
d\~
'11
,~:'\~
" , ~
*~ ,'JIQ'?
~.
o ~~ ,,()
..-..' 10'
v" ,
~
"(),, ,,,,'11 f
l() '10'
<? '
"00"
CO ,,"
'\ ~00 6
" "" q)
-J ~'
o &t
l() -::
"
~ "\"
'\ ~'
O<?~ ~ d
O","\(~,?
~J..
o ,I)" :'\
,\~" "\~':J?
,,'I.- CO()" 1} q) ~ ,'11
O;/J d~<o"
"0 @-. ,'1-
CO~ <o~"
~ '11' O!x ,,()
~~, CO,, ::\.
d5' 0,\ -:0 O~'J~~
o ~ -:0" " .;
-:00;0 0 ~o
'110",'11 (}.l() "
~J.. V ('~
,() 'V
I)"
Q)'~ry
O\~
n
,I)"iQ)
&~
~ ",0
'" ~.
0".;
:-,
,,\'J~'}
d='{
1\
~ "
'I.- rt, 'I.-
Q")~
(f~
",")~Ol)"
O<? ,6
b
",I),,~()
d='~
~
<tl/b~
~
~ ~~
q) 'J"" Q)~(~,?"
0'" &~6
~ ..~~
~"'"
V ,()
~ ,,"
'11 (...,
~J "
o ,~
'1)"
,,,~':l-
"
9J~ "
O<~
\l< 1)"1),,
~"'"
v-,()
':JO ,I)"
,'~,
d'~
<0 ~~ "\'
,,10 ;"':J~ 6
..... u-,
,,<0 0 '0'" ~I)"
',,~'"
0'"
EXISTING PALMETTO
TREE LINE
")" ~Q)
'"",
,/"
0',/
~/
/
/
/
/
~rV
1),,::,. ____
~.--v
,...~,'"
"v 1>,'
~
-----..r-----v-- '
,,':J '11'11
/'~
:')"v," /
7
~ <0
,iQ::\.Y.
" ~ ()
'\" " ~ ~o<\ "
"" .~~f);. ~ ,:>' ~Q) --
~ "\,, ,\" "v~ '
" ~,,~ ------
-'
/
/
,/
/
~
~~~/
,i
~y .
...........
f'v" ~,
I)" 0'
~,
CAoy
~>
~'/
~Sr~
/
'.
-'-
~
~O,,\~
'V,,"v'~' ~~/
~
/
/
/
/
/
/
~o~y ~0
):Y' r'V
/;J ~()/
}>~~/ \ \~~1
/ G '\ \ ,\.....
/ /' G()~OO/\.\()() /
,,~~.~/::\ ' - /
//~\S\^? /
/'/ ()~'\y /
;JY~/ ~ V /
15" CMP /
INV. EL7 / /
/
~" ~'.
7
/
/
,/
/
/
/
/
/
./
w
Z
....J
~ ~
'-...
"V'. 0:::
I-
(f)
w
3:
GRAPHIC SCALE
20 0
~~
10
\
20
40
,\ '.. .~. l
( ~ tEET )
1 inc~ .. 20 it.
~I'OINT OF INTERSECTION
v
/
EX. FIRE HYDRANT
/
/
/
tiC
y
LEGEND
These standard symb,ols will
be found in the drawing.
POWER POLE
CHERRY
OAK
CAMPHOR
UNKNOWN
-0-
o
o
@
.
---,- 0-
-E-
--G---
-uc- -
.. High Pressure on pipeline
.. Overhead Wire,
.. Underground Go, line
.. Underground Coble
"
80
J
I'
t
I.
..-
I
Q) Ol '\
N
~ I
U)
.
0 Z
Z 0 \
i=
0
~ W
(f)
3: w \
z
::r: ::J
0 &:
-
::r: t5
~
. Z
U1 ::>
. 0
:J en
I-
(f)
L5 /
\ N89'48'11"W POC /.
100.01' SOUTl;jEAST CORNER OF
S~ON 6-29-16
SOUTH BOUNDARY OF SECTION 6-297
/
/
/
/
/
/
LEGEND
P.O.C. :II Point at' Commencement
P'O{B~ .....p.o int..o.,... Beginning
D .. Data per Description
M .. MeosJ,jred Data
C .. Calculated Data
PO.(,) .. ~og. (s)
O.~. .. Otficiti Record Book
p.a. .. Plot Sook
R '" ROdlut
6 '" Olllta Angle
EP .. E:dg$of POvement
RJW '" Right-of-woy
SMH .. Storm Sevier Manhole
M.E.S. '" Mitered End Section
T.O.a. .. Tep 0' Bonk
T.O.'. :II. Toe 0/.. Slope
'MI .. Woter Meter
LIP 'II Light Pol.
F.I.R, .. found Iron Rod & Cop
F.P.P. .. found Pinched Pip.
f.O.P. .. found Open Pip. & Cop
P.C.? '" Permanent Control Point
F.C,M. '" found Concrete Monument
S.I.R. .. Set lion & Cop 1/2. L.S. #4625
La "" Corporote Certificate NumbfJ'
P.Ls' "" Professional. Land Surveyor
C.S. '" Concrete Slob
CONC. '" Concrete
S!W '" Sidewalk
<t. "" Centerline
D/W .. Driveway
'NY .. Water Yo/ve
SSMH '" Sanitary Sewer Manhole
GV '" Gate Yo/ve
QHW .. Overhead Wires
F1-IA '" fire Hydront Assembly
~
~
"
I '
.
:~
f;XIS TINS CONDITIONS
.
V X. SANITARY MH
RIM... 57.50
EL ... 5O.,J 4
~
~ -=-'%~~
~llJ>-t.1-0~<n
.
~
.11
......
~
I
II)
~
I
ij~
....
g
~ ~
,
t".
.. <:)
.; I
Z<o
~ ;: ~.
~ , ~~j
i ~~
!11
lIS
]
.,.J
OJ
.
Q Il~
~~-:
tc .~.g'g~
~ a:::~~
....~. WOa
~. ~ ~.~~
~~. <(~a1
(j ~ :r:~~
~ 0 <9 .
O()>-
U ~
CD
j
1m i
. 115 i!'
:;............ i. ~I..!~. c
IIIIIII:JI' i~u
. . (\
.' . :. ... ~. .)
....:ao -~~
I. .q, <1J .
~l:'\o
R
~"vj~
. ~.. ~.'Jl '..
" ...
y ,.,
, \. . <
I
a:l
JJJ
,
S
H
E
g
T Gift
\
.. I
I
I
I
, I
I
I
I
I
I
I
2-1" POTABlE WATER
SER't1CE UNES _. ,M I
2' CONC, TYPE nF- ~
6' AlUt. FENCE
171.85'
1/2"
I
I
L
WALMART
"J
EX. 8" PVC
-t:
I
LOT 1
LOEHMANN'S PLAZA REPLAT
P '. 8 . 1 09 , P G . 0 1 3
,. .
~<::>
r
X. SANITARY MH
RIM :: 57,50
EL = 50,34
TIE TO EX. '1M. CONTRACTOR
, SHALL OETERMINE SIZE OF
EXISTING \\\t PRIoR TO CONSTRUCTION
PRo TYPE "c" INLET
, 101'-60.9
INV.-50.2
~"
~ ~<::>
~ 4" ~ro.
~.,
. , .
x
1LF 8" PVO O. 75'QEE? (3: 1 SIDE SlOPES
GRA't11Y SE'te 002.6" .p-,~ 8 8 g" 0 1 '57"
-- -- ,~ .
I" ' -- -
--
--
o
,,'" .
~'
,-=>
I .,
I
o I W
I
I
. - . - I'R:-tO' SErl:3"A'C1< -.-- , ~
. 55
.5' DEEP (3: 1 SIDE SLOPES)
PRo SAN MH
1OP-6&.90
INV.-61.12 62lF 24" PERFORATED
ADS N-12 PIP
,~
~'
,-=>
o
~
5:!'---
ILD
LL--
o
10
~~
G(()
~L()
--
Z
OU)
-w
~G
~<{
OD-
D- '...
~(()
O(()
U~
'?"
\l<'
.':>
I
o I
I
I W
o I
I
I
o I W I
--I
A
96LF e" PVO
GRA't11Y SEWER 00.5"
PROPOSED BUILDING
4400 SF
FF==57.0
R. SAN. C.O.
tnv.-51.eo
I-
Z
w(Y)
::E.--4
WI'
'"
<t-
wl:J
0..
~ ,
W.--4
:3.--4
01[)
0..1[)
<t~
~D
~D
~~
D.
--.J~
lL. d I
o I
.--4
161Lf' 10-24" PERFORATED
ADS N-12 PIP
A TCH EX. GRADE
49LF 10-24" PERFORATED
ADS N-12 PIPE
~~
~'
~ -=> ,?,?,;-""
5
",""
\l<'
,~
PRo T'tPE ",.. INLET
TOP-M.O
INV.-60.2
~co
\l<'
~
o
w
PROPOSED BUILDING
4400 SF
FF==56.0
~\l<~:r
o I
I W
I
o I
I
I W
o I
I
o I
I
I ,I
I ,I
I w I
I I
o I ,II
I W'
I
o I
I
o
00
~
:':}'
.~
~
~
1'0
o~
ICo ~
l[)~
. ~
o.
O~
l z 8!
/.
~~
:':}'
.'?
--
, \
.'
~
w~
5:0
00
n.-m
<{ .
O~
~O
o
---.J
LL
""ro
:':}'
,'?
I
t
\' I '?"
~'
I
I
'I
\~
:\~
I'
I
I
./
,?ro
~"
/
~9Y/
" <)/
~/ /
~S ~"" /
O~?/ /
-J ~/Y" /
C/\ ~ <?J~) / /
~:: '\ /" cFP \<;:J) ,;/
" '/9(' / (~\/ / /
/, ~ /. :\0<V~-Y ,/ /
~o~y
X.
, ~<::>':
-.......::2::.._. ,
/',
o
""CO
'? "" '
/
15" CMP .
INV, ELEV'~:2 49.30..,./.
"\
,
f
/
/
./
/
fiii\ COPYRIGHT 2002
\.!Y ALL RIGHTS RESERVED
Landon, Moree Be Associates, Inc.
/
,/
./
/
/
Anyon. copying this document in ony manner
without th, expressed consent of LANDON.
MOREE &t ASSOCiA i'Cs' INC. shall b. prosecuted
to th. frJlI extent of th, ia'll.
_DO NOr copy OR RfPRODUCC-
/
o
.' .
0~<:V
~\~
~0
(\~~
~O~
\l<~
:':)'
'?
/
/
'.'
'.,
'~,_ .", ", ,'" ' ,~ .1 - ~ .
~ .
, .,
20 0
~..
10
~-
20 40
, i, I::.. . 11. .
" ' I
( IN FEE:t )
1 inch =' 2'0 it.
, 110,
~ ... <- j
SECTION 6 & 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COf:!NTY, FLORIDA,
GRAPIi.IQ'SCALE '
11: .:' ]
\
w
Z
.-J
to
-
I
~ ~
I .J
t-C)
,
o ~
z 0
,j:::
~
~ <n
~I~
<..?
I
~
'Y
.V',
3
'-..
0:::
I-
(j)
w
3
~
. Z
~ g
~
~POINT OfJNTERSECTION.
:3
=
. Ill)
ll)''<T
r:Tro
0'0
.- .
.-
o
z
\ N89'48111"W "
1 00.01 ' .
SOUTH' BOUNDARY OF SECTION
/
/
Y,.'
, \
LEGENO
..These stortdord symbols will
be found in the drawing.
/
/
-<> POWER POLE
o CHERRY
o OAK
* CAMPHOR
. UNKNOWN
_ 0 - .. HI9h PrealNre 01 plpelln.
_ E - .. O\(Orheolt WIre.
_ G ----- .. Underground GOI Un.
_ UC - .. Underground Cobl.
/
X. FIRE HYDRANT
/
/
/:
y
LEGEND
P.O.c. .. Point of COITlmeneimont ',I.A." rO,un~ Ir9n ~oll 4& COJ
P'O! .. Plllnt of SP91nnrn~ . '.PoP, .. round P1nch~ Pip.
o .. Doto per Cel\ll"pllon ',O.P." round 0\>01\ Pip, a Ca.
M .. MeolW'ed o-ota P.CP, .. PtIrii1gn t Cantr~ Pllln"
~c .. CoIeulottd Data ',C.t>I. .. f'O\Ind ~Qr'.{. Manllm~t ' .
pe,(. .. Page (eJ Sot.1t .. Sot IrQII a. COp 'IT L!. '402.1
6. .. Offield I!l*<;ord Book La .. Corporot. Certilkot. Number'
P,B, .. Plat Book P,LSo .. Profe..rgnqllond SW'vep
R .. RadfuI C.So .. Concrete Slab
A .. Celto AnWe 'COHO. .. Concreto
EP .. Ed~. of Pavement slY! .. Sldewalk
R/W .. Rlght-of-wo1 . It. .. Cent~n.
st-.lK .. storm S.wer Monhol. D/VI" Orlveway
!U,So .. !.lItertll End SecttOll WV .. Water 'lalve
r.o,s, .. Top of Bonk SSlIIH .. Sanlt<l"1 Sewer MQnhlll.
to,s. .. TQJ of Slape GV .. Got. 'fIllVl
'^'" .. Woter Met.,. OHW .. Overheod. WIre.
LIP .. LI9ht Pole FHA .. F1re HyQront Aea.,-,blJ'
P/L
l' .FF
~..fJ /
<i, /'
y'
t!
0-\\
U=
"
,-~
.
seCTION A-A
N.r.S. . .
l
" 1
"I
..1
j
.,
.
CI' ()
z
~. ~. ..--~
.() <J :Z
, ';'It ~ 'eel
- .,... ..' ~ (J) ~I
~ ~,l.Ct.:
....-. OJ '(3,
~;~ .:> '.~
~,~'~. ~'
.~"~ ...~ ~'~'.. ,
~ 0 'CD;
oC)>
(.)~ f
Q)
'1
"..;i
, 1
. ",; 'II
" .,..~. ,"
~ -.r..J
. ~ . i
1
, . .
I
.ta
.!
t .
.
( .
,)
.
(i....
"t
,~
"
FINiAL SITE PL'AN
(
'" .,"
. '
.'
"
..
,
r
,..,
,,'
COWl~VIiU!lCii'DO[M WlOY{!$
1. All .Ievotions 'efer to Notionol ~odetic Vertical Datum.
2, Tn. e .Iocotion f< 'levot. ion of eXlstin..ll ' . lrtillU,il o. re opproxl. m. ate
Os IhOwn and It: 18 the contractor. ttllponillbillty to determine
the exact location Clnd elevation of the 41tiUties prior to
constructionm -theIr Ylclnlty.
3, The contractor thofl. notify the utlflty compqnles In the oreo
48 hou,.. ~for'boglnnlng construction,
., All und"rground utilities must be mstalled b,fore \xIse "
lurlace cou'll! .ore constructed,
5, RequIred troe bortlcodes must r.maln Intact throvohout
eOl\struc:tlon, EncrOQ,chmen. t .In. to or fallur. to m<;llntaln . t,..s
bgfrlpOdes wt.. /11 r.su~ In enforcement Oction whIch may Include
c"ot.one ond 1)1' permit revocation.
II, All proct1coble and neeessol)' effort 11'1011 bo ta1<en durlno
constl'l/ctiOl) .to COl'ltral ond. .prevellt .rO$1on and trllnepor'\
Of ,e(foment 0 .vrt'dce 4rolrts Ond to k1kes and ,(IISO :to
con'orm w1\h permit condltions. '
7. All plPll lenath. 0" plus or mInus ond ore meQsured to
center of .fructures,
e, Conflicts blltwsen water, Itorm ond underdrdln .)'Stems to
be resolved by odjustlngWQtfr llnas .os necessol)',
8, All 11lIstind Infol'rhotion Ofpfovld"dt>y IU""sy dota prepared
by Gvy ~Ie land $u,....Y'n~,
10 ~e COl'Itroetor 'hol1 lI.e e"'reme coutlan when connecting
,r~sd .Qn!tQl'i eewer Dnd wot.r m(lln. to exlllUng m(llns
... .\rIl~tYl"'S ky damages c:Med .h.011 be the Controctora
r.ap9'l'!l>~'V
11. "Ions 0'_ liot Vllnd for con'. tructlOl'l unless Ilgned ond leoled
by 0 Pro'\lSs!onol Engineer ReglsteTed In rlortda,
12, Any dlscr.pancles between the enOlnller1ng pIons. orchltecturol
plonl, or City of CHlorwoter "unlcfp(ll toaet .h011 be brought
to the Inglneer. ottentlon 'prlor to eonetructlon.
13. The Contractor 11'1011 r.mOVe oil Gbondoned utlllty lines, pIpes,
.truetures and other lub-ter'roneon Gb]ects to 0 minImum
depth Of four (4) feet below orode. or Oil otherwlsedlrleted
tI)' the e"glneer.
14, All Dreo. of ,xpoeed ,orth resulting from constructIon
octMtle. th011 be .odd"d De dlr,eted by the engIneer.
See<1lnll ond mulchtng Ihon be ClJlplled ClI\ly wher, .peclflcolly
called for In the pion. ond.peefflc;otlona, or where
.peclflcolly directed by the ,"glneer.
15, Plnenoe Count)' Utilities S~r'VIces 8roneh 11'1011 not own or
molntoln water ond/or IIWer lines or facnltles on-lIte,
16, All wol1< " CleOr 10l'I" to conform with fOOT lnd"x 700.
l? SHI fence to be t1lto1led around 011 oreos of proposed
construction.
18, All .Id"wolk. to be 0 mInImum 3000 psI concrete and 4.
thick except ~ pri'l.ewoy erosslnos wh.re they .hQll' be tl.
relnforted wi IIlltlllNo, 10 w,w.1..
19, All r111ht-9,f,.way Installations wlll comply with the State of
F'lorlcfo Ubllties ncommodations Guide,
20, All proposed -Qn.fte 11'011< must comply w1\h City of Clearwater
SubdivisIon Regulations and LIi"lmum TestIng F'requency
RequIrements,
21, ContrQctar to verify elevation of exIsting .tructures before
beglnlllng ony construction ectivlty,
22. Oisturb<ld oreo w!thln the r1ght-of-woy 11'11I be compocted to 100"
of maxImum density ond .odded,
23, All drol"ooe ~r'lIctures must beconstrvcted per Florida
Deportment of .Transportation Rood DesIgn Stondards" All
.,Oro;noQe Itructures Inust hove 0 mInImum Inside oreo of
1 .quare feet
24, All monhole Clnd .lnlet oceess coye,.. ond frprnes must be
const. I\Icted ~er. SUPPlo.merttabDetalls for ""nhole ond Inlets.
Index NQ, 201 of tlie flol'ldo pt. ef Tronsportotion ~ood
Deslg" ~tand9rds, .kln, 1884 tlon (or latest ed1tian). ,
25, All bqckf111 ever 01'1Y pi~ (Itorm .ewer, wotfr Hne, .anltary
..wer) thot Ie to ~e lnstaned under r<x:idwQ)'Sor wIthin the
fmbonkment, .tc. qf the rQ9dwoy ., to be compocted per
'ept of Tronspartatlon $peclflcotions, Section 125-B, 1991
elltion (or latest edition). .~.
26, To prevent ony fuoltive dust from Iealllng the .Ite, wllter trucks
wtll .pray woter 011011 unpaved tempOrary roadway ,urf~~es
~~~~'~~l)'r:gd:g~t;~O~I~~~, ~~1r b~o~~:):t W~h tt::,~~ r.,f:c,
fdbi'lc, or permdneht vegetat.on (such es ,0<1 or lSeB ond
mutch) to reduce dust
27, Locator wIre to tie Installed obove waterline per Pinellas County
tequfrement.,
28, $i~n. end barrlcodes .han be Gccorda"~e wIth the US Dept. of
fransportatlOl'l'1 "Manual on UnIform Trofflc Control Devlces. and
the F'lorlda o.,pt of Tronsportation's Roodways ond Trafflc D"slgn
Standards" Indexes 1100 through 665 (latest edItion).
MaIntenance of Trofflc Plan to be In occordance
wtth 'DOT Inde x 1601,
LOne closures .hOlI not accur during the peak hour, of 1 to 8 om 110,
and 4 to tl pm.'
29, The ~anstructlOl'l of pavement wtthln oxlstlng or proposed Plnellas
County RIgM-af-W9Y must J1'leetthe f~19w1ng cl'lterlcl:
~h!iUic~erete' PC-1 (2"), Base: e ~~t~~~~d to ~8" max, 61,
densIty CiS determined by '-;ASk'fOf='1S0, ' 12. to LBR '0,
"
~
~&
, ~
F'lGURE Ii '='
\,
.L-
r'
en
..-
12'
MIN,
5'
--
i ~
t
~ '4'
HANDICApPED PARKING
N.T,S.
@ fL~~~~~~~si~~~
lAndon, Moree & Associates, Inc.
MjT)n~ CQpy7ng thIs docum~ht In any mann~r
wTthout th~ expressed consent of LANDON.
MOREE " ASSOCiA rES, 1Ne. .han be prosecutt1d
.. ~ the run extent of tht1 Icw.
"-= ~DO NOT COf'y CR REPRODUCf ~.
,
30, Place exponslon joints where 4. and 6. concrete obut. '1'
31. Sow cut existing edge-o'-povement prior to pavement tIe-ln. ...
32, All desIgn ond construetiOl'l must conform to the mInImum Itandards
.etd (lown In City ,Of Cleorwoter lond development regulatIons . ,..... . '
on lor ordlnOnt!es, ','.
33, All water pfpe 3' or less to conform to the requirements of ASThI
02241-89, SOR .~I.,'
34, All lanltar)' .ewer montlole rIm elevotlons to malch osphalt pavemi!nt.
35, All Inter,eetlon .dge of pavement rodll ore 25' u"l41. otherwlse ..
,noted on plans,
36, , 'Special core Is to be taken .0 trees remaIn unharmed during
construction,
37. Any oreos 'Ub. ]eet to orosl.on (I.e, Grossed ,wQles, dltche.s. dete'1....tldn
o-reo~mb~nkments) must be Itabnlzed wIth .olld .od or ~ther ., '
lultob s 0 tematlve .eed o-nd mUlch ore not acceptdble In these 'er~as,
38, Contractor .1'1011 fumlsh london, Moree " AssocIates, Inc, wlth One
complete ..1 of AS-8ullt pions upon completion of constructIon.
39. All lIr. hydronts ,hall comply wIth the requlrsments of NF'PA 24:
Instollatlon of. prlvote fir. ler>Ace maIns and theIr appurtenances
qnd wIth re.'erences to NF'P/, 13 OIld AWWA t.lonulll 14 perNF'PA 1:
Chopter tl-5 water lupply (NF'PA Fire Prevsntion Code),
40. Sanltary .ewer., force morns ~nd .torm .ewers should clwo~ er08'$:-. f
~nder fioter maIns, Sa'1ttary ..wera, f<:lrce moln', etorm. .ewer, :ond ,..
woter main. ,h..011 be lold to 'provlde a m1nlmum vertical distance,.' . ... ..
of 18 Indhes between the Invert of the upper pIpe ond the erown
of the lower pIpe whenever poeslble,
41, v.tJere .anltary .ewert, force mains and .torm ,ewere must cross
o water main wtth les. thon 18 t1ches vertlcol ellstance \xIth the -, ,
~ew~r ond the ,",oter moln .h(lfl be constructed of ducthe 1r0l'l pIp. '
DIP) et thecross!ng, (011' !anat regulred for ,torm .ewer, If It ls
ot ovonable In the .Ize proposed), SUfficient l"nQths of Oil' must "
be ueed to p~O"'de e mlnlmum eeporatlon of 10 feet betwsen Clny .
two blnts, All )lInts on the woter maIn wIthIn 20 'Ilet of the ..
crodlng muat be le'al< free ond mechanlco11y restrdlned, ..:.
42, All crossIngs than be Drronged .0 that the .ewer pipe joints and ';.'
the water moln pIpe Jo1nb Gre equld1stont from the pofnt ef
crossIng (pipes centered on lhe croeslng), .
4~, Where e. n,w..plpe c6nfllcts wtth en .xlstlng pipe, the new pIp. .hdri
be cOl'Istructed of Ofp ond the crossing "'011 be orronged to meet ........
the ,equlrem''1ts Clbove,
44, A mInimum 10 fool J\or1zontal .eporatlon .hol1 be molntalned:'
between O'1y tJl)e of .ewerond water main In porollel installatIons
whenever possible, /'
45, In cases where It !a not possible to maIntaIn a 10 'oat horizontal ";
..porotlo~ th.. e woter maIn multt be laId In 0 ..porote trench 0','
on on unolsturt>ed earth .heff located. 0l'I Ol'Ie .Ide of the ..wer <.
or force maIn ot 'lJc:tl on elevotlon that the bottom of the water ,
moln Ie el least 18 Inchos obove the top of the ..wer,
(6, Where It Ie not possible to maIntaIn 0 wrttcal distance of 18 lnche,
In porallel Instollotions, the water moin thon be constructed of DIP'~<
Ond the 'ewer or the force maIn .hon be constructed of DIP (If .'
OVQnable In the .lze proposed) wtth 0 minimum vertlcol distance of .':
6 lncl"s" JoInts on the ,"ater maIn 11'1011 be located os fpr oport . J .
9s pOSSible from the joints 0Ii the lewsr or force maIn ~staggered
~~ ..,
41. All lonltary ..wer mlllns, laterals and force mains Iholl hawo".-
mInimum of 36 Inches of cover.
48,Allon elte Pvt. Grovlty lanltory ..wsr pIpe 11'1011 be mode .of materIal
hov1ng e cell classlf1cotlOl'l Of 12454 B, 12454 C or 13~54 e os "
defln~d In ASTM [)-1784 .Cln.d con'orm to the requ1rements of SDR '
26, Elostamerlc gasket joInts 'hall be utilized,
49, All on .lte ductne Iron pIpe .1'1011 be closs 52 ond Ihall recelve :.
Intertor ond exterlor bltUrfllnout cO<lting In occordance wtth ANSI A
21.&, A 21.8, orA 21.51.
60, Points of connection for the .anltary .ewer lines are to be coor-..
dlnated wtth the building plumbIng plans, $anltar)' .er'VIce connectIon
locations .hown 0l'I these plans ore approxlmate,
51, Compaction for pipe bockflll 11'1011 comply wIth AASHTO T -99 (IOO%),
52. Installotion Involvlng concrete ond ospholt driveway, In good, condition
mUl!t bll Gccompllshed by Jack ond bore or pushing, No jetting
WlII be ollowed,',.
53, TJI)e of lad used to restore owner-molntalned ore a In right-of-way
.h011 be coarellnated wlth owner.
54, Do not dlsturt> ,xlstlng under~raln.. or Itorm systems, If filtration bed
Ie disturbed, contact the Cl'e<t "',pectar with the Pinellos Count)'
HIghway Deportment ot 4~4-8900 for Gsslstance, ,
55, At least one lane of trafflc will be open ot 011 times, Whenever trafflc
Ie reduced to one lone "flagmen. and .flagmen Ahead. .ign s will
be utlllzed, Approprlote barricades and "ConstructlOl'l Aheod. "gns
.1'1011 be utUited per F'OOT Ma"ual Trofflc Control through wol1< 10000e,
56, No .treet 11'1011 be closed wtthout the written permlsslOl'l of the
Plnellos County Trofflc DivlslOl'l. At least 48 hour odvonce coordinatIon
Ie requIred,
57, Any portIon of the rood way that .ustolns excessIve. construction
related damoge, In the opInion of P'inellos County Highway
Deportment, .holl be repaIred elt COl'ltroctor expense In 0 manner
Ipeclfled by the Plnellas County HIghway Deportment.
~, Sllfe pedestrlcln trofflc Ie to be molntalned at 011 times,
59, No .tockplllng of materIal In roadway or on sIdewalk, All dirt ond
debris will be removed from fob .Ite dany, Roods and .Idewalk to
be .wept dany os port of da~y cleon up,
Any portion of the roodway thot eustalns excessIve construction
related domoQe, In the oplnlOl1 of Plnellos County HIghway Dept,
thall be reparred ot controctor expense In 0 manner .peclf1ed
by Pinellos County HIghway Dept
NotIfy property owner, regardlng .prlnkler .yst~m, plant. and mall
boxes that will be disturbed du,lng construction prIor to starting
work,
,
1'",~'
! !,
N ~ "='-!!'t~rf-~4",..-et~
I .. ,,.f,.. .,.f,.'-..4.-..&.":
" ."'./1'
~I! L ~
.. ~ 1- ,-.,.. .....,...
: ';\-: ;; ~*-,;,toL:;:o:.-4:"""*.,:,;
"LAN ! ..J
1 ~
-~
~
lyo "'.--
s., """.1' It>
~
..~ -1
~
-::,t
"-
"I,
s/" '," .r
'1 ..... I I
~ ,..' r.." T. ( ,.,"" ~
rll"T !I, I JI
~~"l:-+ ':C:r.:.;-r,tJJ9. ~.../"^'r "
~ ~-I--F
\'11 "~.,
,
'~C1' T!-;-r-
I :'1 r-;--1 I
r--t"'r-~T
'"
'"
tI'.~'
'~I r "$'0
I/odr...~-..
I
I
.. -- -.- ~I ~ '-1* 'r
~ -=-~~- -"lfLlJ,t.l
~ 4."" I I! I ~ I p.I~1
!: -r-r-*t--1- ~11-' J-tjl~i
___ I I" , __t... ;;". \ ~ 1 U: I
'f-"t- -t- "'1"'Tb; "'1\"'f' I
~- "Ie'i 10 /2" ,"S,
SE.crlON AA
SECTION 88
IJ oj ,1'_
"..cr I
(" !SpIl<,J .,11)" c-i
If 18a" 'I I
f Not/;" "uJlir,1C
tAl 11tf D"fi~ Df 1ht IT'""
1I0"":nrIlC''',.''; I If
d, J'I
JI
I SECTION DO
r
..i
~!
I
L
l.
SecTION CC
Lg..J
STEEIL GRA Tf
S,,,, ~"CI';~" $ffQ;atl' iar.s 1-, r
ItfriCU':'" Jo'''J ,.. (
,), J .,......
TYPE F
"'I'
"
F.D.O.T. INDEX 233 TVPEF STRUCTURE
12.
.
"
J' 4 ': ~ ~ .'
3/4. DIA. OPEIN H9LES , ".,,:,~, ' ;,'
2-NO, ;3 BARS-18 LG~"'II~I" .'.
I ~ II" I': \ It,' "':',"','
r':' ': )'i'.' ,,\ :. to ~" ".....
.~12. , "'., '...' , ...,.'. \ ,~' '. l. ' ~.,
to '"~ " . "
,.".,'.1, ..,'tA" fi'
.' ',' ':. , ',. ,...(A.')?':I':\ :
" ill, . I" V ~ I(
" ..~ ,.,'\' ... I, .J...~ ..~ . "
.~ ", · I .,' 'r ~".' I.. .
: ':...', . ",',' ~', ~,. \!" I, I, . .
~" ~~ ;":, :::;:.;'~~,t.\~,:,:", , ~
,l.~' ," )\. .... .
-~.\ "I' .' 6
c...- ""-~"'. ~. .'
;3-NO, ;3 BARS ~, ~,-:'"
CONTINUOUS '"
6"
1.
2.5.
PRECAST CONCRETE: WHE,:ELSTOP
N.T.S,
~
AlTEIlNAT(: I. ASPHALllC CONCRETE SURFACE COURSE (rypE PC-3)
. ll" SOIL CEMENT BAS(
~" COMPACTED sue CRAnE (ie~ T leO)
r
--((~ '"
,I ~Ir--
-- 4: I SL~~
IV' pARKING
(SEE PLAN)
VARIES
:...
INTERIOR
\.
""\
I
12'
(SEE PLAN)
" DRIVE
12'
(SEE PLAN)
'" ; ~)=
4: 1 SLOP~
IV' PARKINC
(SEE PLAN)
l
... YARIES
VARIES
_ YARIES
, .'
I. ~SPHALllC CONCRET( SURFACE COURSE (TYPE PC-3~ \ I
ll" UMEROCK BASE COURSE (lBR 100) (ie~ T-1810) ----.J
II" SUB BASE (LBR-40) (ie~ T 1810)
.. ...
, ,.
DRIVES
&
",T."
PARKING
APRONS
1. RISES SHALL BE INSTALLED ON ALL WYES (BOTH PRESENT &: FUTURE SERVICES)
TO PROVIDE DEPTH A T SERVICE NOT OVER 4.0' EXCEPT WHERE OTHER-MSE REQUIRED.
2. MINIMUM CUT UNDER ROADWAY - 4.0',
MINIMUM CUT AT PROPERTY LINE - 3.0' OR AS REQlJIlRED FOR SERVlCE~
3, RISERS SHALL PREFERABLY FOLLOW SLOPE OF BANK TO REQUIRED DEPtH.
4. RISER MATERIAL S,HALL BE THE SAME AS MAIN MATEIRIAL.
NOTE
DET AIL
~~~
I
0::::::;'
i/ ..,~
~~~
- SEE NOTE 2
"T" OR "y"
BRANCH & BEND ~
/
(
l)
- II
II
11
II
)
()
ELEVA TION
'I'C;."
SERVICE CONNECTION - DETAIL
SCALE: NONE
,?
"'.'
SERVICE PIPE -:7
45' BEND " .a8~
.. (%.~
/
~
~
SECTION
rPLUy
A ;,
.. )\' 4W
.~ ~ \. "- 30' CURVE
. ,0 L SiNGLE "y" BRANCH
Al TERNA TE DETAIL
AT TOP OF RISER
SCALE: NONE,
.
, '
.
"
,
.
NOTES:
1. GRATE: U.S, FOUNMY & MFG, CORP.
NO, 6212 OR EQUAL.
NOl<: ;)'-0" DiAMEltR TYPE "A" IIANHOll $Hm IE USED ~T tHE
[NO OF ~ e" SE\\tRS flHERE "'''NHOll llEPlli DOES NOT
[XCEED 4 -0" OR EXCEPT /oS NOl<D OTHER'MSE IN PLANS,
5:~ 7~Nl>il. .y~. ~~, 7
, t05W OR [QUAL
~.
~ /SEE NOl< 1
....... . DlA.. .. . __
,.,.,." SEE TABLE
i L-., -lEE ".., SEE NOrE 4 __ ...,
SEWER.J 1~ ~ '~our P'Fj, :t~. t.I!j
:'Jr ~r. ~ SEE NOl< I ~ . iliA.. _
Stt ~... "sEE TABLE....
~TE: ." c.. I"e;;
~ .. . . l ~CH~:.~ l-e"
'~.. .,' ,.........:a.......a..-;:. !..L ", ~.."~I.:..A "~' _I
~, ... ..,. ~ u ... ... .'. '.' " ... ~ . ."",~",,' . . I
,. .. ,', ".'."" .... . ,,~. .,',- ,of ",."
{s" $l.:: fIH.C~.l LESS.} , L3!4" ROCK L S" "'IN, IlE'Plli J L3/4" IIOCI< "-14 . e" O,C,
1HAN 12' IlE'EP OR /oS IlIflECTtD lAtH WAY.. 1 112"
12" SlAB HN "ORE SECTION IY [NGlNEER SECTlON CO'<tR O'<tR liAR 1m
, '!HAN 12' DtEP
IELl [Nl1REL y
ENCASrD ---", ~ -.
IIA1N.TAlN JOIN~~. ~
FUXlBtUTY .....
.0"':' '- - - - ~
1":'1 ~7 -- ~
[NCA$EllENT $H~ IE ~ ~
~ ~;:r: mED ~TH
\IANHOlE. ~ IIORtAR
IlLl MOUND piPE
C<)NCIlETE OR
BRICK 1lIl0F'
tNCASEMENT
,....- (J, FRAME " CO'<tR
~--L-
SEE
~
t
NOl<:
.~
~
i
1. PRECAST WAll tHICKNESS SHm tIE '-'OR m
OEPlliS AND REINFORCED PER /oS1'II (-478 AND YtllH
CONCREl< CONSlS'llNG OF 4000 PSI AT '8
DAY$, TYPE . PDR1LANO CEllENT,
2, m IIfSER UNITS $Hm HAVE A IIlNII./W HDGHT
OF 12" 111li tHE CQNCENTRIC (ONE SET tlETWEEN
2 112" AND 14 \/2. tlElOw tHE eoTTOM OF IIANHOll
COVER FRAME,
10m TONGUE AND GROO'.1': .JOINTS $HAll IE .JOINED
AND toI.fI>L[m Y SEAI-ED Willi RAM-NEC PER
STANDARD sPEClFICA'llON,
4, m IN'lERIOR AND EXTERIOR UANHOll SURFACES
$Hm IE PREPAAED FOR COA'llNG I<JIlD COAl<D
PER STANDARD sPEClFlCAllON,
I, SUllt,nTTAL 'OR APPROVAL $Hm IE UADE OF
MECAST UANHOll $HOP DRA'MNGS, ..ANflOll
FRAMES AND CO'<tRS. \ItlHOOS 10 IE USED IN
SEAUNG, JOINING AND. COAliNG IIANHOll
SEClIONS IEFoRE CONSTRUCllON IEGlNS,
e, GASl<ETEO UANHOLE CONNECTORS SHm tIE
SUBMITTED TO 1>INELlAS COUNTY PRIOR TO USE,
FOR ~OUWl coNNEClION USING PVC PIPE.
A SUITABLE ADAPTER REQUIRED,
7, "fL,AT TOP" OR HORIZONTAL SlAB IIANHOLE
TOPS ARE NOT PERtJ!TTED ON 3' OR 4' DIAllEl<RS,
8, AN DUTS!DE: ~ INSIDE: PVC DROP CIlNNtCTJON IS
REQUIRE:D 'o'I<RE INL(T IS GREI\TE:R THAN f' I\]lOVE:
MH INVE:RT. "'llK SHALL IE toNSTROCTED ON
IlRllPS 2' DR LESS A]lOVE: MH tNvtllT,
,A~
~J
TABLE
OIA.
4'-0"
ll'-O"
e'-O"
'OR P1Prs
24" " UNDER
30" " .Je"
42"" O'tUl
PLAN
ORoP MANHOLE
SCAli: NONE
PLAN
STANDARD MANHOLE
SCALE: NONE
MANHOLE DETAIL
N,T,S,
,
. .
. L TlJRAL c;ROI,IND OR SUB~ADE
. I -
BACI<F'lLl TO BE COMPACTED TO
tnnLI:i9 UFT YHICtOO:SS
~~~~; f~,~~~; r~PACllON
METHOOS USED, BiJTIN NO CASE
~"'l ~)(CEED 24. ;..,P21,TY TESTS
--; - &: ~~rJ~JAaENC~ifA:'~
~ ~_ JURISDICTION, OR ~ MAY BE IltQt,JlRED
I ~ I .,,," BY ENGINEER.
ElEY, TOP Of PIPE ~"
.JlEOOIllil ,I( A~l'j(\:"Ill, '..(8 ( r ~f;."~.( '& 1J~~~X.
WITH SELECTED "~!f;RI~~ 0 12 t.lIN, - 18 "'Ax'
TO PLACED" COMPACTED I- T OVE'R 12" 011,.
IN tl. lII'TS UflUZINC
"ETHOOS " EQUlPt.lENT
APPROVED BY THE EN(:INEER.
PIPE BEOOlNG \
TAMPED .t COMPACTED \.... UNSUlTABLE
:..~ MATERIAL"} ~
"~/ \_. V "
"'--eOTTOM Of EXCAVAllON
wy' ,. -0. ABO~. ToP Sf; li1.PE '
~-Blc fr~N a; ~ ' ED,
C, EO ,.<,
1. ~ENCHES IN PAVEO ARE~ OR AREAS TO
RECEIVE NEW PAVEMENT, SEE PAVEMENT
SPtClFlCA llONS,
TYPICAL
TRENCH
N,T,S,
SECTION
o
I-
if)~
tf)
~...-
Cf)
~.r:.
+'
0-
.r:. Cl) ~....
(/) 0 ....
~ L-
"'-0
OLL
N
'"'0
o 0
z~
X .
, (])-
X"T'> C
o v....
C (])
(Il ~ - cr:
Q)
'C ~ (]) L-
o if) (]) 0
>...-(f)LL
\;
r.om: CORPORATION STOPS ,TO II! tOK 'CSE
YmI PR . (C,U,) p,!, 'l'I.f8ING,' ,..
II, SERVICE 8Af)OLlklQUI1ttJ) fOR .u. 'f .V.C, tAP.. S, CUll'l'OIml
8, IlI!:Tl:R ONLY, TO Illl 1VRNlSlOO> 11'/ ',M.Il, 8ID1:~ 1
6, IlE'I'iR IIODS IIUU. BE CONCRETi J:m ".C,t),ll,
IPECIJl'lCATION$, /.: .. ...
6, CORPORA. fl. ON JTCPS IIUU. Ill!: Tjfll'~OI>IRE. C'l't. . Y ~/8" s II'" OR I" IlE'I'iR
INTO J)t}CTiLI IRON PIPE, NO 'A1'P~ IAllOLl (rURNISlIED BY P.t,t),I,)
IS JlEQTJDtt]), . ... '. .., '
BwmID CONCRE'I'I!:~l'
wtriR lOX -rtTll ' ,
CAST {RON LID . , . :
8/'. OR 1"~-=-,
mvtCE ~G
r6' FEMALE ADAPTER
AND THREADED PLUG
r 4"
'~~'<<;\~~""".'.. =::::!:: ,'"",, .'. -.1' ~~~Vff'/
<<.'~ .. .. ~ .
.. .. ... ..
t
TEES
CAPPED
tNO
124
175
:126
:l7J
31V
407
24. X 24. CONCRETE
SLAB
14 REBAR
~:
.f ": ~ ~I
"-~.~
J
ro
l,'-
4" PVC - 1/8 BEND
.8/'. OR... I.. IllTiR v... lLVZ.J
~$E1IBLY (wI C,U, .
COIlPRJSSl6N' J'IT\'ING AND
JAl)OLl NUT)
, ,8, CO'IlPUSSION rrM'ING)
~
~ :A
--= I#". OR I. ,8ERVJC. E WOLl
twICC fH1WI)ED INLtr
iPOXY COAttD mOLl
8TAlNf..ESS ~n 8TRAPs)
i
L':J,; :::;F'
fHRIW>s ON TAILPIECE
3/4" OR 1"
SERVICE DETAIL
RESTRAINED JOINT TABLE
fOR rve WATER MAINS &
POLYWRAPPED DIP WATER
M~INS
II!NIIIUlA LENGTH (F1j TO IE IlESTRAlNED ON [ACH SIDE OF FITTING
PIPE
Sill!
.4
II
s
10
12
111 ,
'0' .,., 4~'. ..:I.~ 2. tn'
IItND '.BEND, liEi'll>
4B '0 10
fe f8 lj
e7 16 17
104 -43 :11
t21 ,eo :14
153 $3 30 .
EACH PARKING SPACE SHALL BE CONSPICUOUSLY OUTlINED IN BLUE PAINT,
AND SHALL ElE POSTED AND MAINTAINED WITH PERMANENT. ABOVE'-GRADe: SIGN
BEARING THE INTERNATIONAL SYMBOL Of' ACCESSIBILITY OR THE CAPTION
.PARKlNG BY DISABLED PERMIT ONLY;" OR BEARING BOTH SUCH SYMIP- AND
CAPTION (SEE FIGURE ABELOW), SUCH SIGNS SHALL NOT BE OBS~ED BY A
'<tHIClEPARKEQ IN THE SPACE, ALL HANDICAPPED PARKING SPAce:S MUST
Be: SIGNED AND "'ARKED IN ACCORDANce: WITH THE STANDARDS ADOPTED BY
THE OCPARTMENT Of' TRANSPORTA1lON.
82
143
1V4
241
286
374
IlEDUtERS SH~ It IlE:STRAlN~ 8ASED ON
'!HE LENGTH IPEClI'lED 'OR fO lEND$.
'OR IlEDUCtRS, .1\:lE~. etR OI~ SHALl IE
lI11LIZED TO 0E1EllIIlNE '!HE IlEQUIRED ltE$TIlAINED
LENG1\:l,
VIIL 'ftS Slim IE IltS'TltijNED lASED ON 'IkE LENGlIi
sPtClFlEl> P'OR CAflPED [NO,
'OR.~'IIlE IRANCH 01. ANE1I;:R Slim ,E U'l1UZEO
TO E 1\:lE IlEQUIIll:il RESTRAINED LENGTH
'OR 'RANCH. 1HE flUN Slim IE RESTRAINED
,0 Pttr 9N rACH Ill\( OF FltnNG,
NOl<:
LENOTHS lASED ON tllO P$I D('SlON PRESSURE, T'lT'E 2
LA'tlNG CONDiTION AND os \l!NlIIUM CO'.1':R.
RESTRAINED JOINT TABLE
FOR DIP WATER MAINS
GRADE
~~~~~~f~~~~
~ 10'J 10' I
0.. ..1';'6: ~OR UP..' IS TO BE USED IN. PLACE OF
O P.l.C. FOR A 1lIN, OF 10' EACH 1u.Y
. + _ rROY tOF YATER JWN WHEN THE
... VERTICAL CLEAJUNCE BETWEEN YATER
,,, ", -J AND SEYER JWNS IS 18" OR LESS.
W == 18" 0 I LESS vtRTICAL CL. I
1~5W~~~A-3- "
.,1. ':'.,f. Jim
S~RAVITY JWN CONCRETE INCASEMENT
~EWER FORCE kAiN IS NOT PEIOO'I'l'ED,
VERTICAL CLEARANCE
II!NIIlUlA LENGTH (F1j TO IE RESTRAINED ON [ACH IlDE OF Fl11ING
PIPE
SIlt
4
$
e
.10
12
16
TEES
C.APPED
END
87
12J
158
1V1
22j
285
80'
BEND
41
~
74
89
104
132
45'
BENp
17
24
31
~7
43
f5
2iE~'
e
12
15
18
:11
:16
SS
100
136
168
200
'62
NOl<:
IlEDU(;ERS SHALl IE RESTRAlNED ,ASED ON
:JIlt LENGTH IPECIFlEll FOR to. lENDS.
FDR REDUCERs. 'lilt ~OER OI~ Slim IE
UTILIZED TO otlERllINE 1HE IlEQUlflEO llESTRAlNEO
LENG'TH. .. ~
VAL'ltS $Hm it llESTRAINED eASED ON 1HE LENG1H
II'ECi~D 'OIl CAPPED tNtl,
'DRoWS. '!HE IRANeH OI~ $Hm st U1ILIZED
lO . Rt.flNE 'IIlE RE.QU IllED IIaTRAlNED l.EN'GTH
FOR 'Ill 8RANCH. 1Ht RUN film 8E IlESTRAlNED
I<l mr eN tACH SlOE. OF FlTTlNC, :
NOTE;
----
~6""
Y ", 2-WAY "T"
OR SWEEP " T "
6" PVC
1 CLEANOVT ASSEMBU'( MAY
HAVE' CEMENT WELD JOINTS
USF" 1621 REQU1RtED IF' LOCATED
IN SIDEWALl< OR DRIVEWAY,
CLEANOUT DEl AIL
N,T.S"
GRADE
~~""",,~~~~,<,"...~~~7
~ r-WATER IlA1N
.~ -
I.J 10' 1lIN,
HORIZONTAL CLEARANCE
:: {~- &~' ~
-II- +
RECLAnlED J SAN, SEWER
WATER . GRAVITY JWN
OR fORCE JWN
HORIZONTAL CLEARANCE
UTILITITY CLEARANCES
N,T.S,
LENGTHS lASED ON 150 PSI !lESION PRESsuRE, T'1PE 2
U'IING CONDITION AND I' IIINIIMl CO~. .
. ~ .
, '
~if)
...-
~
o
I
i-->
~
I
N
__I
3' - 4"
.
OJ
~1"
Lt)24
I -----
2'-0" i ~r
- I:,.......
I J I:
.- I
,
I i t8;'.t
hi'
I
.1-:
;-t..
, 8"
i---
I
I
--'-
~J
PLAN
" 3 J _ 4" "
5i~ I 2' ~ Ql~5iN
'"G;;;t;:J i ' - :of
:1-;
~ Eye 8qlt
See lnd'ex
.
~.......
2" CI.
---
<..> '~..
~ 1 I
. __<.._ <~ __ili\ .
---'1 ~
: No.4
. _nnnn__'n'."n @ 12"
,
t:;,
'~
Bors
Ctrs,
201
SECTION
TYPE C
Recommended
2' - 0"
3' - 1"
Maximum Pipe Size
Wall - 18" Pipe
Wall - 24" Pipe
~
r"'1CO "
'lL
2' - 4"
11~11:~rl ~ !_2{
~ ~r-
1 =~
--1- ............. 0===
--r-==
, --~
-=====
+==
";<t == ==
'- 2' 4'" ,-'-
N! - I ~~
L'~ ,.~
C'~J
1d'~~ ~ ~~hrrl
.
o
h
TYPE C
Approx. Weight 235 Lbs.
2' -3f
I
..-
~~--...
<'I
@h~
@ "U
C
o
ro
"U
C
o
ro
(
"
en
t>
g f
0. 0
(!)ro
.;t It)
t:' ":;
TYPE C
Straight Bors .2"x ?;
Reticuline Bars 1[' x ?;
Bonds 1r~ r
Approx. Weigh t 100 lbs,
DETAILS
11 .
,
! .
,(
..
,
",
~
1-,- -.- .... - "'= ~, ,-
CYW>~~10~v)
t1
....:
<:
.f
~
~ i ~ ~.'
~ ..% ..~. .
Cl~~~~'
8 ~'1~i
~ ~ i~
~ ..J~
,:l Ii
lij
~
.~
~
~
~
Q
~~
i~
-~
~.~
.~~
~.~
U~
o
~U
(..)
.
()
Z
-
...
Z,
Oa~,
~ ~ l!l'
~t5I',
...J ~ 9
<cULL
J:~'
.~~
(!)
>-
.~
<(
C>
,
i
I I
J ~n
;.:' ]~i.... !.l
.. . . tl. L.:
I I.... .t1~.
'1..t1jj
~~'Jt..~)! ~,
;;~~j''Jj ", ,;j,:: ,b)
. ::?,~1.. '/ .' ' i?~
~>/.:/ I:,,{i ;}: ':.- '''O~~'''..u\;
:' ~ ~.~ ;"x ()~ _r~ "t>> l,.~
.....''>.'; ."....-. . .'..,' 1'.'''- -.....J. ... '.. - ~ -~.
';II:I"'''! ".' ~~~\~: '~
e>1.r -",t,;'d'-" .,...~ . r;:;uJ
~ifl.' :-~.~.'1_.\,....:. t-:/~ '.~..'.~
;/~?:-{,:;~' ...~ ~ ;~:f>:l~} i
I; {J 1,:, ,.r,' " .w.b't;;,"...
,,%' (."".' (,., ,.,,'
",;,~ i.;" '. ' ...., ~~.'.'..V'?:........"..s.
I ., ;.' I ~"" ~~ ,.'5",
\ \ ,. ..~. , " ~,~ /<:"",,,
~ ~ '\'if, ...;
E
E
T
I
ffi
OF5
~
. '
" "'.
,
.
.
.
-'
,
;;.
~,.
</ r.t
i.i.. ....f.i.'.~'~/~...
'- ~'..1" ,
;;', ',4.
f,' '
1 ~:.;;
. :,,::~~ .
" ;;.-,;;;<J'--.'
>>!
f~!.;~..
..
"\?
b'
"
0 w
~
,C!l
rP' n
()~
PROPOSED BUILDING ~'
0 AO 4400 SF
co FF=57.0
w ~'O
b'
"
~ 0
\)<'
')
."
w Ir~~
0 s;. ;:
.~
I
5
,")']".
\)<' \)<~
~
b
0 w
I
~i
0 I
I
~ I
:?' 0
~ I
I
I
0 I
I
0 I
"",ro I
:?'
~ I
I
0
I
I
0 I
I
']".'0 I
~'
~
0 I
I
o
',1
'~ ~
~C)
r
I L
,
I
,
I
f
'~
r
----
LOT 1
LOEHMANN'S PLAZA REPLAT
P.B. 109, PG. 013
o
~ C!l\)
..::::: .~~j ~ro
x
0.75' DEEP (3: 1 SIDE SLOPES
_ ~89' 1'5 ..
: B 9" ~R:41l' ~ETBm< _ , _ ,
55
.5' DEEP (3: 1 SIDE SLOPES)
~C!l
./ ~~' ,']". ~~~s
,/./ b' ,\0
,/ " ~~'\
'? \>-\.:
I\. '\~\) C)""
OCr ~"
~~\.:
PROPOSED BUILDING
4400 SF
FF =56.0
'Q)
-:/
~
w
w
C!lC?>
:')'
/ ':>
./
-< /'
/
./
/
/
~ro
~',
w
~~~
V/
,,--S ~~~ /
()\^\)/ /
<S y/ /
\ ~~~/\~) /
(;,\\/_, ~ /
/
w
./
/
/
/
"'.'
/
./
/
/
./
/
/
/'
./
/
, ...
/
/
/
~
(iii\ COPYRIGHT 2002
\JY ALL RIGHTS RESERVED
Landon. Moree & Associates. Inc.
AnyoM copying this d<x;ument in any mannfir'
with(xJt th. expres$~ consent of LANDON.
MOREE ct ASSOCfA n:~ ING. shall b. prosecuted
to th. full extent of th. law,
~DO Nor copy OR REPROOUCC -
i1
SECTION 6 & 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
..,'
,
, " '"4 ':!-, '
GRAPHIC SCALE
20
~-
20 40
, J~J.
( IN FEET)
1 inch "" 2Q . it.
eo
,1 t
OJ ,
<1
~.
fL~ !NJ@~ rg #J fP{g !fd rg@(Jj)O/JJ19!Jfilg!i{J1f$
411. GRADE 3 OR BET~ EXISTING TREES ON SITE
25" ALLOWED TO BE REMOVED '"' 103-
2.39- TO BE REMOVED
103- TO BE REPLACED INCH FOR INCH
OUANnTY SYMBOL BOTANICAL NAME
11 C') ACER, REBRUM
': ~
18 * PINUS ELL/Om
26 9 TAXOQIUM ASCENDENS
C9MMON NAM!
'"' RED MAPU
REMA~KS
10' Hr.. 2.5''' CAL.
A~G-t 0 ... Ne~
t
~
tf,.
'~ '~
$~ l~
,g' ~'fo
: ~- ;<, ' ~
, .~. i O! .~
~.. .~. J
. ,,'i
, ;,;' ."4
..., j
'}".
",
. j
.~
i
~
>.., '''"
10' Hr. 2,'. CAL.
SLASH PINe
- PONOS
C 1fre. S}
10' Hr.. 2.5" CAL.
5.5 TREES TO BE PLANTEQ
o 2.:;- PER TREE = 1J7.:;- TO BE PLANTfO
'f"
,
, .
. j'
'"U
.'~.Z'
.... .:.. ~.
.~ L'
,~.......... ....
',.V'<J., ..z
'.~'~..O,.,.:,,;
S... '~. . W.,. ~..,~'
....... ~ (t ~:'
~, ~~il
~,re --J~..J'
:):'.~ <(~~
<J ~ ~ ~~
..0 <9. '
.~G .
,(),. .>-
(.) ~'.
<D'
, 1
I
\
OlfJ /JJO((iJ!iJ !J(]@(ltl !lIJ@ !J[g$J
",.'
~;"
, .1
To meet, \.~~. intent of Chapters. '3&,. 15" 'Q!1. d 1. ,66 of the Pin. ollo~ Co.unt)' Land Development
Code t~~ frlgat'an s}'Stem r:nUllt meet tf;Ie following r~uirem.ents:. '
1. Sh9n~W well" open surface woter. bodle, Qt' rel;l~imea: water must bo 'used pi G sourc. ot
Irrlgatlo.~ Woter: ThedlsvlbutlOl1 sy.tem fOt lrrlgatlo(l' must not e. cOnnected tocol/hty ~ .
municipOl wotElf' $Ol,ifc,e,. un!e# I~~Q" bJ .dorl:lOn,sYQted ,thot these sweel Orf nof ayallobt4.
2. IrrlgotiQIt 9J'l1t~ms mud utlliz. Idw' volum.' de~rit sult! at'row tr:OjectOfY lieodl Of. sooker:
hose. to provider direct opplfcotion and low evopOfolfon; S~tems thot Qverspro)' oreos: lhot do not
require irrr<:otion, such. os paved, oreos wilt not be QC,cllptobl.. High irrigation need oreOI mlJst not
overspro~, (~\I' /'leed oreos. .
3. Hig~ )loter demand landscape oreal $Uc/'t 01 turf must be- serve4 by 0 separate irrigation
zone lh\!ll:low woter need oreo" such 01 planter beds, or m~lched ar~Q' wit!\. trees. In no cose, .
sholl ani granted vegetotion area be more thon 50'. from. <J water supply hose b~.
.. .
4: . Au~orootic irrlgotlon 5}'StemS mU5t b, op~oted by 01'1 irrlgotlon controller CaPable of ..
differentiating between thl schedlJles of high ond low woter aernqnd area" Controllers mU5t hovo
multiple c~..Ie .start capacity ond ~. fl. exibre CQlondor progiam oble to be set to comply with locot
or wotor' l'J'Ianogement dlstrlct imposed re5trictfons.
5. Auto~otlc Irrigation s}'Stem. mU5t be equipped "Villi ~ roln sonsOJ' qevlc~ or Switch which
will overridf'tlie irrigotlon c/'Cr, of the s~inkler 5)'Stem when odequote rQinfoll fia$ occurred.
~. All ~'ojlow wells Qn'(j surface water body irrigotionsQurcsl require approval by oot,
Dovl' Ingfe."prior to InstoJfotion ond. usage.' .', < ..
.1- 5 fT. (minimum) -j
== . ~.SlAND ~
.t SUSBASI _
lliltt.t.
PROPOSED PA\OfENT. SUB-BASE
AND BASE NOT TO EXTENOI IN TO PLANTER
, Sl.JlNI).
TYPICAL PLANTER ISLAND
PROPOSEO P A VT
P1rMf~
'. ':,~ ~ ';' J
"-', .:"
SECURe l1-iE BOTTOt.f OF SilT BARRIER
TO 111e: GijOUND AS NECESSARY TO
PREVEN T tROSJON
NOli: TO CONTRACTOR: EROSION COlf(R<;4 MtASURES
REQUIRED EROSION CONlROL MEASURES MUst REMAIN INTACT ~ROUGHOUT CONSTRUCTION.
fAIlU!lt TO INSTAl.\. OR PROPERLY MAINTAIN ~ESC BARRICADES 'MU. RESVlf IN ENF0RCE!.4ENT
ACTIOIl IIHIOi MAY INCLUO!: (:HATION!. AS PROVIDED BY CHAPTER 165.
Sll T SCREEN
, '
,.;;'
N.T,S.
TREE PLANTING DETAIL
1L~!lIJ@$.@~fP!D.' !#J@i/!K$j
1. ALL /.ANOSCAPE MATERIAL MlJst ,BE. F\ORIDA GaADt '1 OR BETltA.
2. ALLREQVIRED TRE~S MUST BE A MINIf.,fU'tI or ~. /il<if, 1 t I~. CALIPER
AT T1M~of Pt:.ANTINO. TOPPEI) TREU' WIlL NOTBt AC(;EPTEO. HEDGES
M\)~f'BE A MINIMUf.f OF ~4. HIGH AT TiME: oF PlANTING AND BE
MAJ~'(Al~EQ AT A Mll':IJMVij <:;! i IN HEIGHt, $PACED .30- - .36. ON CENTt:R.
3. lANO~APt AND REPLANT TREES MUST BE.. PlANTED IN A 'j' X 10' OPEN
sPAcit PLANTt:R Y\tlli SVITABl~ ~OUNOCOVER. 'LANDSCAPE TREES MUST
ae: ~t.ANTEl) IN l1-iE VICINITY OF 111E vfj-lI<M.AA USE AREA.
4. SOIL$J'4111IN PLA~~ SEDS MUST Be: SUITABlE fOR PROPOSE!) PlANTED
MATERIAL 'Mni REGARDS TO lH. SOIL TEXT1JRE.. SOil STRUCl1JR[, ANI>
SEAS.ONAt. HIGH WAl"Ee TABL . ,
~. OWNPJ MAV SUeSTIT1JTE ANY TRE! OR SHRUB SPECIES FROti J1;e: PINEl-LAS COUNTY
~P~9VED spECIES LIST AT TI-l(JR DISCRETION. WALl< ll-tR\J PlAN REQUIRED.
6'. 111. It US<< OF XERISCAP( DESIGN /-.iUST BE 1.I.T11IZ. ED FOR l1-iE REQVIREO LANDSCAPE PLAN. l1-iE
. DESIG~ SHOULD DEf,jONSTRA It. ll-tE fOlLOWING:
(,) MGANIO MULQ-lES AND/OR' DROUGHT TOlERANT G~OUND CO\I(RS 'M1111N PROPOSED
t.A"NOSCAPE PLAN ~ SEDS .. .'
m I:>ROVGHT AND COlD TOlERANT PLANT MATERIAL TAKEN fROt.f PINEl-LAS COUNTY'S
, APPRO\l(D SPECIE$ UST
(J) ~~~plNG. OR ZONINQ PlANT MATERIAL BASED ONSIMllAA WATER REQVIREMENTS
(4) ~~tsf~ctJl~\~~~0f8~6~NI~~g~~~~~~$SN?c~iARV ~OR 111E
. CONTlNUEPSURVlVAl Of PRoPOSE!) LANDSCAPING ' . .
(5) QR(;ANIC SOft.AMENOMENTS (SUCH AS TOP salts. ~ANURE~.. PEAT.. AND ,
CQMPOsn;o. MAJtRIALS) MIXED 'Mllt ~ISTlN,l1 .SQII.S WlT\:IIf-f. .lANDSCAPl! .'. .
. PLAJHER BEDS TO DEPl1-iS CONSISTENt 'MlH l1-ii ROOf Of;Pltt OF PRoPOSED .
~TED MATERIAl. (\J$l ONLV' IF EXISTING SO.lt CONDITIONS WARRANT l1-iESE:
Ml~~OMENTS) .,
(6) 11;,1 'PRESERVATION AND INOORPORAl1ON OF EXiSTING PlANT COMMUNITIES ON SHE
INio. 111( lANDSCAPe; f'l/I,N . ..
(7) 11-!~ MJNIMAl USE OFT1JM GRASSES WHICH REQUIRE FREQVENT IRRIGA nON
(~, LQY'~MAJNTENAN~ OESIGN " ,
7. TREE' sjAl<U AND ~PPOR' ~E$., TO BE REMOVED AFTER ONE COMPLElt GROWING SEASO/lf.
a. ANYE>S,ono sp. EC...I€S. f.!., B~AlIUAN PEPP.'. ~ (SCHINUS TEREBIN1HIfOU. .US)~' 'PlJ. NK TREES
(MaAI,t\.lCA OOINQUENER\1A). AND CHINES( tAlLOW (~APlUtI SEeJf~t.l i MUST SE
REMOYEO A.S A CONOITION OF, SIT! DiVEloPMENT.. \'MER!: NECESSARy I to 111EIR
PROxi~ff TO PRQTE~TED PlANT MATERIAL.. HAND REMOYAl WlU: at REQUIRED. SHOULD 1111$
REMOVAL, aE lOA' DEGREE l1-iAT A pqTENnAl fOR EROSION 1$ CRtA1'EO. l1-iE AREA MUS'"
Be;R~STA~llIZED 'Mnt: SUitABLE MATER1AL '
9. SARrROOT>TREES Me; Not ACCEPTABlE. .
10. AL~ NON SIOOEGRAOAaLe~APPIN.GS to aE REMOVED AND ,BURlAP fOlD ! i1;l!
flAst. f..~W RO. WS OF.. WIRE BASKET' . TO. .. Bt. REMOVEO. AT. TIME. Qt.'; INS. TALI 'Ol~ .'. ('~"Z1
11. TREe- STAl<E$ ANQ SUpPORT WIRES TO BE REMOVEQ Af~ 1 COMPLETe 'Q~V ,G A~'
12. flEXIBUi' ATTACHMENTS' TO BE USED '.'MER,! sUPPORt WIRES WP,.4P , " ~'~
13. TRU. NJtI'iRAPPING.^. NO mE APPlICAnON OF PAiNTS/T. AA ONTO PRUNED. TR.. E EJMi. ,.
1$ Nq. ~e;RMITTEo.'. ' . ' , ..\_
14-. THE y~ or fERTllIlER DVRING PLANTINQIS NQr PESMlTTEO. . . 'i' ,
1~. ALL f>t..AATEA ISl.ANO~t TO BE MVLCHEP ALL oniERAREAsro ee: soootCf. ,
1~. NO GRADING: CH. ANGE$ SHALl. OCCIJ.I\ 'Mll-tlti111t' DRIPUN.E ot JiJ.l'y PINe TREE OR 2/J OF
TH6: ~ANOP'( ORIPLIN~ OF ANv HAROWOQQ TREE. ., . .
17, A/'jVNJ:W lANDSCAPING SHAL!:.. Be P~OTECTEQ fROt.f \lEHlcvtAll MOVEME/':Ii BY.WHEEl.
SToPSL RAIIftOA!) TIES ()I{ Ol1-iER SUITAaL~ BARRIER '.'MES( POSSiBlE. ll-tERe ~All BE.
. GRE~~Act BI!:TY-lEEN l1-iE BARRIER.' AND THE t.ANQ~AP[ MATERIAL . ,
18. EX:n:R1Q.R U(;Hl1NQ MUST.. Nor aE; INS.T TIALLEQ SUCH T\1i\T REQUIRED TREES WOtJl.. ~t;>. Bt:
CO~ROMISED IIf l1-iE f\JruRe; S'( SEVERe PRUNIN(J fOR SIGHT Ct,!ARANCE ANO/OR
/-.iAINJE;JIIAN<;!. '. > '. . .. .. . . " -
i9. ~ti:l~ioPS TO BE INSTAl-LEI) ON ALL PARKING sPACES J1;Ar ARE P~ENOJCULAR TO
PLAN.TE~ I~D$ OR GREENSP ACE., . ' I' .. .'. . .
20. ALl. ON,t ANI> all TREES TO Bt LPCA TED A MINIMUt.f OF l~' FROI-A PROPOSEO WA TER ANO
STORM SEv.t:R LINES (WHERE PRAcnCAL.. .., . , .
"
PROTECT TREE
W/REINF', RUBBER
HOSE
,}~ MIN. MULCH OR
AS SPECifiED
6- SOIL BERM TO HOLD WATER
DOUBLE STRAND 110
GAUGE GUY WIRE
TWISTED GAL V. l1JRNBUCKLE
'2"X.-XJ' 5T AKES
BURIED 3- BELOW
fiNISH GRADE
f
lB
':;(oj1
,.
,.'
\~
','1
GRADE AT WHICH SHRUB GREW
PREVlOUSlY.(MIN. ,~ ABOve: fiN. GRADE)
J- MIN. MULCH LAYER
MIN. DEP111 OF 12- PREPARED
PlANTlNG SOIL f'OR GROUNOCOVER BED
"""'"
PREPARED PLANTING SOIt,. AS
SPECIFIED. NOTE: WHEN SHRUBS
OR GROUNDCOVERS ARE USED IN
MASSES ENTIRE BED IS TO BE
EXCAVATED TO RECEIVE PlANTING
SOIL & PLANT MATERIAL-UNLESS
OTI-lERWlSE SPECifiED.
SHRUB' & GROUNDCOVER PLANTING DETAIL
LANr)tQA".. PLA~Ni
. , "',.~:"", . , "h ." ' .'~' " .{,. . .
..'.-:::.)
.. .
~:". .
, ~
- '------
,
I
J
,
J
1
I
I
i
t
fl
PART OF LOT
L'()E'J!A1V.V PL,lZl~
I ,
I) R ,\ wh 13'1
()L,F~JV r)","[
(;DII/ JVE
OU/13/02
- -j
A PPf~ChL!) 13 y
I:;>r , ~;f[) :](;'!:
GDII
I.
seAL. ~
:;~llf T
'i ~)~~C~I~l~ C ;-
~JO
,
i 1" = 20' . 1 OF 1
l_~:_~~=-__~==_====.=._ - -----
. Z002168
>-
<(
3:
I
LL
o
I
~
I
C-'
er::
Z
O(f)
- W
I- C-,
&.<{
OCL
rl
0::::: (0
0<.0
U~
er::
w~
30
00
CLeo
<{
o
CL
o
--.J
LL
-- --- -1
I
I
I
f"'",
~[)
o
z
<{
cO
to
---
---
CL
o
--1
'0~
:.'
.'0
i
L
'1--'"
,~.
') '),
.if'
'"
~'
:,:>'
,'0
t\Q
::?"
,'0
'),~
~'
.'0
,~
~'
.'0
.~_.- ---.-- ----,-----. .. -,--- -~- -----~--;.-. ..-.. ~--~_. _._-~-- _.-._--~~- ---..-----
~
r'?o.
I
I
LOT 1
LOEHMANN'S PLAZA REPLAT
P.8, 109, PG, 013
o
"
~,~ 0
~ --.-.<--- qj ~ . 2' COtK TYPE "F" CURB ~
"......_-~~~ -==-=-~--:~~=-=-~-- .~--~ --=-.---:~~_:~-.--.= .=---=~~_.-- x-~ -- -~--- -~--- -~= :~=:~_=~;?
6' ALIJM, FENCE \
\
,~'1~. /FIR 1/2"
,,'2 ) '0 \ i
. ~,' ~oo '\
~& ~,?o~ / Kl~ \
W~ :. f. ~ \ \
"'-)'0'0:- ~ " ~ ~?" - ~ ~ ~.J_
~ .~00 '>< '0' 0') ~ \: (6
~0) 0 " 0 ~,0 ;: 1--.
,C) 0')~ 0 ",' :':> \.\()
\ \ '. \.--'
(./0Co~ \\ \ ~
cJo \\ V'
,(]... ~ \.;;
c,9~ \~\
\~ \ ,,0:. 1-
'\ ,[: ' ----- ~
' ~ /" r--
V, ,')'), J 'J' / "/ <),
,.b'? ,~' "II" ~ ,,' .
(,@\ri?{ , i::::~ .-' ~.
(\ ':) \7 /,
V'\.:, ..
<)~'
. : -1 ~~....// ",/
Vl ~ - /
/. <P'/
V /
Q)~
.':l< ~0~~
.')
Io'~'
....
:0' . .
:-.
.'0
,?'C
~.
.f,)
,,')
~.
.f,)
I
1
o I W
I
I-~.'
I
I
I
I ~.'
cJ<
~'
FCM 4"x4"
#3612
89001 '57"
'>-~ S
.'~'
171.85'
E
fP (>,0
\0' ~-bo'
&~ i.:f.\
o~
'\,
I2:P ,0
C)
0,...
':>~,
~.~
0')~ .
. rV "
'\ \00' "
o ~'
,'0 0
" '),.
"
,,' '
0'
,
. .,::lJ
o ",.
~ ')'>-
~'
;0') '?o
Kl'
0').
."
",0
'=>'
&-\
,,;)
A.
.-,'
"'-):.
rbD~
'0''\
~Oj
b'?' ~
qi ~'
'\ 0'0"
~ 0'0
o ,:0
\)'0 0 eP~
..A:JXy ..... ~~
(,@ ~ . ~ ~'>- ~'?'?~
~'0' y,~ (,@ ~
o (3'':i~ '
" ~'0
o IQ.-bV)'
<if ,0
~ (:;~ " ~
~~...... ~ II' .0
(~0 ~ .' ,.,.
~ ...\) d:Y# f::Ir
,0 ,')~ ':J ;;, ,0.
_........ ... .,. ,....r)
'.". .....' ~^ ,
,~,o ,,;' ~ ' ')
r.- "'. (".'\ G... ~.' ... ~~"
:t.' .. 'CJ v ..::-\ ~:J''1.
,),-
'8 ~;;
" "
~
,0
'9')~' :0 ,~
> ~ ," '0'0' 'I"
/ '\ . \ \ /,~ ,'!>'
00 \ /'<>/ /"'0
~'.)'\ \ \ ,,~// _/
, '>- . 00 \,~7'////
\ : /J
~') ~:- -.~t/
~~-
~'
,v,
'0'0
10'
00.
.~
~\~
~ ~ >,',:"f'
'CJ V"
0,:'"
" 0 ~()
~ ")" bCo;
0,' 0:0
')'0
0'), d.5i
X'l' '0.10
0':i-{ '1,,'1.-
X'l'
00~
. '\
o
~
. (- 'j
~ >J'
0'
~)
~'
f;:-l? ~
"
1).,'1,.
o .~
10'
&V;
-j.
0'1"
:0'
(:)5,6
0.'"
<y'
0', .
, - '\
... (~
'0'
&{
o
~'J
A'f.
10'<)
,-
()'
i, ",fe,
=..
~~
'i()
...V)'
0JV; ~')
0,'&~
'()
. '\')
'0~. v-
W '0"
v'0<
~~ ,'\
:~:,; ,<1.
Z
LJJ ...,...-:,
:2~
V\
<1 :j
!...::- .....
0.'>-
<-,,'
;-i;'--;'
_.:-~ ,T,..'
')~
{.f.=>
~"
~h\)
0. .'
~) F?'0.
'-t i1,:>'
o ~\ ~'1
e.- v
" (~ "?:O
(A ~.
0'V" cJH
~() c~'). "~
~~H-' .~:o
~cJ- ,,:0 00:":
').' ':0
~~,,'>. 'i~ l~ '\
d> ~ ,>-~'0
,o~,' ,,~ \~,~~
'0 '>..' ~. ~
r,iy. e~ ",'0
'~ ,,[,~'>-.
'\ V"
"(9 '\
::t~?J ~'> ~
~.., ~
"
.'"
<>~'
",--'"~
,
.(::
~;,Q ~
~- ..-,!.
~ r;.:..p ;,::; w
~ - c.~').
,.~<:) ~r::6
'f) ...~....
~' 0'~
.. .
,,~~.. 0
~ ';'~ 'Q'')
':J ~ ':\
~ /~.~: ","
~ ,fJ (~ (()
~
r:~;
\.,-~)
"
~
o ';0
'!>'~
'0"J E:!j,'0
-:x. ....
0J){ 0,'><
\
\
\
\
\
^:':> j {,
o;~? b')'
eJ> //
f
,/
, -
c
:!: ..
3:':==
r ~
---- -.
"
':J"
~ ,~)
. ~r.'f
'i '.:'~
" ."',;\, '0',
'<:..1 0\0
,")
,
, V)~
0,'
I
~ I
i
I I
r4
~
I
y
....~
'. -
.- ,........
-.... .--"
':2 ;'~
'--'
~ .
--- er:
;.:.;,
, -
,""
-::J ~
~:" Q
.,~
t5.:' "
(:; ,')
ri::l)
.... <t).;
>- .'9,'11<
"--~ '
,1'>-
, ,
Ar>'
0~)
-'
';c, vP
({?~
":J
o
I
i
--~
'><~
~~6
o "V;
1.:?1 ~
,,'1.-
.~').:
f,:,.; ,:.
,~
,~ ,
...'
.'0~
.~
,>,'
-r
'),'),
0'0#
0,0
,'),
~'
00'
, ~
~'0 ~ ~'0 "-
0'i" '0?.'0'>.' _~~?
,0 (:.j "
o (/:;
~)
~.
d,;'
~?J ,~
" '\~
..t>. :.'
0"~ 0':J~
":>
'" . ~'
,.b,>. ,,~:-'
~ti(:\ . ~;Co
" ,~ 0,'
,'1,.
v-
a
CD
CD
N
,,'
\
:00 ?t',.
:.. r;."
00 . ' roCo
~ :.,'
['iO ·
i0 v,"-
~
~'?/' '/
, //
./ ~o /'
/ 0'
':i
.,X
o
w
,'0
, ~.
00.'
'0
oOJ
:.'
A)"
~cJ '\
""Fr'"
D
. >.0 '~
\l< 0 '
i?0 ~
~,0 0:'
(~",>< J-::\ .' "
" '-GJ '0J,
,,0 ,X) ,
..~' :.,.
'V ...b .
o '\
0':> /
.;>' '11<. /
."" ~/
-y: :.
//,x .J:; '0
r ",..'"
-",,/'
w
~
1"'")
()
co
L()
o
a
o
",'
~h'>-'"
?8. ,<:>
'0">-
,:~')>
J
-f
."r0
,10 ,,-'""
1
o'
:..
(-~ .
CVf ,')
,\
~~"
~~- '> ..
,..,
0:0'
\" .,.-
/
./'
"-
"
" '
<~.
S'
-;,0,/
~,
) ",
.;> .'
~.
.-.....-"
- . -... --.",
-v'.----.
~~
. ~:;;
/
,/,/
,"I /
(/ "v/
.//"
.,/
,~;'
!
.
o
~
~'1 ~ II
__ '.,2__
FJ
I ~I \, :
49..30
_ (_',i, :--
<.-)-' v/.
.Jj.
'"
\:)-
:tlv.~~/
\)
':t
V'
/3
'\\)
~~Y"
A
'\.)"'"
{-'~
o
....{.. FIRE
.~, HtORANT
\\.
\
\
\
'\
,
\
\
'\
\
~
li'
'S.
:.~
:'),
,F?
C F !:< ~
r;/~ ~ T :~;
-, ~ ('\.
LJ ~.I.
'~/~l~\i!-.f\:::>\_)r J, 't'J(~
Pt()i='_FS f3i\f\K
\Jyj~SC~J, '1\1:__SO~-j ,"i . C~'J~~. l. I'
,\ ~. T () r:d . ~ 'i' S' ~ T F, : ~ :;0 K t. ,> .
SECTION 7, TOWNSHIP
"
29 SOUTH, RANGE 16
Boundary
Bost Copy
Available
W
?
'-
::J
~
~
cr::
\
1--
(j)
W
:;
,_......
--- POitJi OF if\jTEf~SECTIOf\j
,;y'
,-//
//.
/N~
EAST, PINELLAS
Survey
I--
IJ)
--1\r--" '0
~
COUNTY, FLOf~IDA
(0
0)
I
OJ
('.J
I
(.0
\
\
\
\\
\
\\
\
\
\ /
\ //
/X~/
~~;/ //
\Y", / ~//"
\)" ---- -----;;:. ~'
n\~ //// / /
'\' ./ // /
1--\.-\ ,/// .//'
-<,.(-.Y;. /' ./,/ /
1--' / '//' /
~o ./'/ / //
, /// /
_/ // /
ClO /~//,//.-'/
~Cl>///
/'1.: / .
.r.r/ ,/ /", //
~ -~' ,/ ,../' /'
"? //7"/
/' v, ~) //~>::/ //
'./ - '00' ./' ./ //
" / ./ /' // ,/
<....'" ~/4'/ /'
/ ~~ //
, ~/--~ ./
/' //./ / sY' _/;:;;:~g /:.t/
..-/ // , ,:;?;;"y~ IX \ Co'
// /' ~;./.-'/" \) (]...
F.lr~ 1/2" V "/4, r;,.() /"'0
. 4 ./ \ ,
\ ~ '\. ;y/ '" /
~'/\ :.<.J
.~ \" /~-. ~{;)f/r~
/;:- y V" / _/"
, V'. /'" ~:.:> /-,." _./ ././
(' ~ 4 .. .,. ,/ v-. /"
" .. /.', ~ / // .... ,/
'"y<. ,//' / \ / /.
/. . '" ." \<..c, //
, ~/'. y;'-/ / - )//
. ~>~;- 4 ,/ .0../'
<I /"c ~
5' ;<., ;Y"
,,"
.,-
o
Z
>-
<{
~
I
o
I
z
o
f--
()
LLl
IJ)
LLJ
Z
_J
>-
rr
<(
o
Z
::J
o
ill
if)
=:)
3
.
_ 1.0
to '4"
~. CD
00
----'-\- '.- .~~. 8~~~E"6 rW
---.SOUTH 80UNDAf~Y OF SECTlm~ 6- 29--16
POC
SOUTHEAST CORNER
SEe TION 6- 29-16
OF
.-:-
o
z
f'
't.-' FIR~
HYC~ANr
I
-{J1\-1J-
GHAPHIC
SCALE
I
'0>- ~1
o I
I ,~
I
o I
:o()
I L~ ')': ._",
_/"---.\,/"-' " ..
I l~ f'/ -<':: -"/" .~./---- ~. ~~'C,' .'?~' ^\.o,(~'
i r ~' - , i;F}' ",;:0 f- c:,'. ~,"~' ,,~:._
o , " t ~ ' .,... :.. ' ,'\,/ I"" / "l'
: It~, / I "'2c~' ,..- ,'._- ,;~~'~ _>o:~ ~/ ~,,< G,~ '-;~~ ~h~~~:~':,;l' /fr~~;; / rAO)
I,' ~ 0. i~/i "// /0' ~ /' ,J
G
:'0<:>'" ~v ;C'/ / ~o 1/ \,' ~ v r<y>//' /",.--// ,,/~" //' ~S 0, ~,~.// /
~ ~ ..-' /'... J...... ,'" /'./ 4"./ /' ._/ ~ ~
I ~::::----" ~6 ,,'" >./. ././ // /,/' /"
~-------- r: J /- // // ," . i)"?'
...-"'- -.J r ~ // /-,_'0/ \\ "/ ~
I I \ / /. (' ~' // ~ ....v./
o I I~ ~ <y' / :~::5 7/ 0'0 //~~/" ~o~.. //// ,
Ul ./" ,;v/ a :;:::~\ \ t.- // / /
\ / 0/./ 0 / / .-//<8 \ _,///'
"i!. ;:::.4 :,/~O v // ./ / / ~ .,,-
I \ ?N~tJJi~~;:-~T~r~9T~R~ /./ ,;;rp~ y//C.J ,'c~/ - G/'/"';'-'?":/ ~~~. _. ./ /~. '\
SLO T == 50,0'3' , '/ / /' r "'. I
I l. GRATE == 52,34 / r~'. //' / . ./ )",' // I
o " 0' ~V,.y <~/ 0G /// / / C>:: \ // 9..1
I '~V)j ~ ~#~~:// - / /'/ O~\ d) / /()O \
I w Irr]" ~~ /1f::/~,// / / /0:: ,/ G /~~:" \."
II v-" ;/. / <7,.-( /
I '-\ ,')11 ~/7<;y:'44 -- ,- // S \
o I '2_ n-~///~$//0G / ,/ // , AS~
[He. METER '-~I . /;y /,r " / ,.-(\: \
POD 1',~ '0//:~>;.Y / ,\0 \!-- \ '
r' EC 80/ ___:~_~~'~.t~r-. ~';:~/fJ'~ '~y~ 'J _,.;VY> ~ .'
o t \"/,\.c / \ _
J ---~? V)\./:r-- -.i
~J _I ~\./sJ/
.,,>,,:.'- i ./ ~ ()
/!'
LEGAL OESgR1PDON:
THA r PART OF LOT 1, LOEhMANN'S PLAZA,. I1'LA T BOOK 9,3, PAGE 63,
AS RECORDED IN THE PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA,
BEiNG MORE PARDCULARL Y DESCRIBED AS FOlLONS:
COMMENCE A f THE SOUTHEAST CORNER OF SECnON 6, TOWNSHIP 29 SOUTH,
r~ANGE 16 EAST, PiNElLAS COUN TY, FLORIDAI THENCE N89'48'11"W, ALONG
THE SOUHi BOUNDARY OF SAID SECnON 6, f\ DISTANCE Of 100.01 FEU;
THENCE N01'OS'45"E, 10.15 FEETTO THE POtJf OF /NTER$ECnON OF THE
WEST RiGHT-Of-WAY LINE OF US HIGHWAY No, 19 AND ThE NORTHERLY
RIGHT-OF -WA Y LINE OF NORTHEAST COACHMAN ROAD No, 590; THENCE
S58'21'12"W, ALONG SAID NORTHEf~LY RIGHT'~OF-NAY UI~E. 1200,47 FEET
TO A pOI~n ON HiE EAST RIGHT-OF-WAY LINE OF A FLORIDA POWER CORPGRA TlmJ
RIGHT-Of-wAY AS I-<ECORDED IN OX BOOKi 1465, PAGES 156 AND 157 OF n~E
PUBLIC RECORDS OF PINELLAS COUNTY, FLO~fOA, FOF~ A POINT OF BEGINNiNG;
THDJCE t~OO'58'03"E, ALONG SAID EAST RIGftT -OF - \VA 'r' liNE, 288.04 FEET;
THENCE ALONG THE BOUNDARY OF LOEHMANN's PLAZA REPLA T AS RECORDED
'N PLAT BOOK 109, PAGES 13 AND 14, PU8(1C I~ECORDS OF PINELlAS COUNTY, FLORiDA,
1) THENCE 5891'01'57"E, 171,85 FEET; 2) nl~NCE S31'.38'4-8"E, 1 50,00 FEET;
THENCE ALONG THE S/l..IO NORTH '-<IGIF.-OF -\VA Y OF NOI~THEAS T COACHMM~ RO.AO,
558'21 ',2"W. 300,00 FEET BACK TO THE pOlin OF BEGiNt'>lING,
I ,- (' ,- r ' , ,
I. r u ~'_ 11 I)
These stondiJrd syn1bols
be founej ;r' the drowirHj,
0-
o
o
~
.
PUN[f\ PlL[
Ci-1fi~RY
O/\'K
C 1\ ~j1 Fl, ' C) f~
L<~JKt<,)Vv'J
I'
V
~ Hig'" ~-'f ~~Su: e .J!I p'peline
--. -.-- E
::- 2"ert"ea,1 Wi!es
u
-- 'JndergrotJ[1(1 :.-us ._:1.",
eEP
-UC-
CA i/QV.'
,t."
-"" i,,"'~;e-(grOund :(Jb,~'
; III
5uR,If j- IS Si/8XCI :() .4
l' .7 [ StARCH f OR H Sf Mf Y rs;
N:(.j! IS.- Of- WA Y AN;;' 0 ,'!-If R
MA ITRS OF PECCRD
BASIS Of BEARINGS APt 1'{,1 "
UNlESS OT/fiPMS[ STAI[t)
YO /JNDfRCRCUND L OCA !I.'
UN/ ESS '>"'HeM'; HCP! ON
I. ('
J.,
"...----..._~
1
wiii
80
ill __~~"-nrr. ,I~
\
\
1.-'-.'I.-r~;-..,rTrl~.Tt. Ij n. ~rjiC"n~-~~r""'~. _;". "
O ~~''"''_.'.-'' L t ,,"~ n ...
IJD ~~--~ 5 ;-ll ~ I
i-../
1"1 ^ ..'i-:--::.-'~".7'... ~';''--.--:-r-.'"7.::-C'''''''"'-''''''~;'
1"..1 ',,\:i', Li!:\r:t~,1' ~V('q
"..' , ... .1. '\::. ('I E '. "... . . I '-' "'C;
=~..;.' '.'l _ J_ /-\,i.. ":,,____, __'.
fILE
R~ l()Ol-q702
Lf=GEND
P,Q,C. .. Point uf Commencttme,..t
P.O 8, . Point of El"llinr.ieg
\O~ ~ Data p"" C.9Cfipl'otI
,ttl . MeOOlJfed Doto
\e - Coleulo'eO Data
PG.(.\ - Poge (.)
Q,R. - Otncfol Record [Jook
P 9, - Plot Bovl<
R ::: Rodili.a
t:. "" Delta Ang:e
EP .." Edge 0'" Paverr:ent
R/'N - Ri9ht-'o(.~ '#toy
SMh == StDrrn St:.'Nt:r lwtanr.a:e
M E.S_ :z: Mite: ed End ~e(:t;()n
T 0.8. "'* Top of Bonk
T, OS _ Toe of Slope
'MJ, ::0. Wot fK Me~.E!r
p ~ Light Po:e
f.I,Il. .. foue" 1('"", Rod ;l Cap
f.P,", . rOWld Pi!Icl.ed Pip.
f,Q.P, . fouhcl fop"" PI.,. 1I Col1
P.C.P, .. r"'n'<an."t Conlrol "'oint
f.C,iol. .. ro~nd Conc:e!,.Moournunt
SJJt .. ~t !ron & Cop lIt' LS. ,46,'6
LB . COI porat. .Curtificat. ~urr'ter
P LS, .. P'o~~s.i()(jalland S~neyor
C,S, .. Con<:,et. Slob
CO~C. - Cooe,et.
S( N . SIG( walk
q" - Ct:Jn~ .-1ir,e
D/'N ::It. Ori...e..ay
'liV ~ Wat.lj/f Vol,e
SSMH -: SanitQry SL1rer McmtlO:.
GV .. G04.. Vulvo
QH'N .. O,<<hll<ld Wire.
FhA .. r;.. HyJturlt A.,olT<b!y
GUY HALE LAND SURVEYING
fi~L
-
I, G'UY D. HAL[, !ilE SURVE T'OR IN Pf SPONS/8LE OIA4'GE, IIU;'UfY Cf;"'l/f v :flA r
!IIE SURi/EY RFPRE SEN1[D II[Ri ON A"IIJ FHA r 5A'1/ .:..,~_IW'''"'~',:Ni,yD), .~' /r y' ANe
9'-[,'01 ANt AC:.'URA.lT l(J TIIF fI! 51 or My' r!v,~,'t"':~9/,J",~lLfd";;. I,e/R!fffl{
C.fRlIfr- ,rHA.! .'11/) SURVFY '.It[ I) .:IIE M/N/.MU:I. '{Cf:;.'i?'~ .~'~41:1!J.'14.. .ti;..r
SEe r/o"l U? 02 l, n /)R/D;I ",.A 'UT> lOP ~'i/i.l r,)'4!~\. \!J'i4 h- '.Ii' ( .~'I
"iil.'J1', , "A.I.'/.' UN~Lj. . SEAl Ed i1Jn'A'/~~ir!1;~.q'i5t;A+' ... '1".";'7.:.'1'".>
7 .. f I "l!~'d'~'A,IIl .' .. ''{.'
J' ..., n :' :" \." -.'.! .j",,':Mj. '
/ . " ~ ",,' :9,1..... .. "
I ... ..,' . .... ~ > ,', 41.,;,~ I/. ~Iii 1
./j! () V ii-~ -. AJ ,'. )\.r ~,', ~"'''I""ll;r'r
. ../ ';." ,.il;':;. ('" " ..i'l.': . . ",..
" + /....., I- J_,'.;.,_~ {,,, -.<";1,..1t"" ,...;~)
, r, /;Alf .,1< I<' 4('/0 " ,,'I- ......'...'l... at\"> ,'[fJltJ'; .
... ':.:.,~:' './ i.'..' I Qr ,"';.:f IJlt;'~ ,;;'
~.,. ~ tJt "r'.H.A.Y'I,....,~H",.~r\' \<J'l~,.'f;('
I, ..!y .-. ''':t. ... Kt....'.",i' '4:::J ,,~ ~ i
"'" ':;' "".J.~, - .Yf'; - ,1'T ~ Ct,}.lt'N% 11 -l' - ~ - ,_ ~.
.,. ';?:)[~?;~"r0;~~'t;:
1110 OvERC-"ASII DRIVE SUITE C
DUNEDIN, FLORIDA 34698
(727) 734-4266 FAX (727) 734-3228
<.~ I
0.............'....'...
. .
.. ,
.. ~.
TRA
'; ~-~ .;~.
~,
...
,',
~." "::+. ~-,,-
, ,;:. \
't
T
SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST
fPDIJ!JJJ fL ~D 7ffg [fJfL fjJ!J!J
PINELLA S COUNTY, FL ORIDA
f
Prepared For:
PLAN INDEX
LOCA TION MAP
GARY G. HALVERSON, ./NC.
9905 RACETRACK ROAD
TAMPA. FLQRIDA 33626
-I"
Ph. (727)i639-6991
1.
2.
3.
4.
6.
COVER SHEET
EXISTING CONDITIONS
FINAL SITE PLAN
DETAILS
LANDSCAPE PLAN
I
;
i
l
I
I
I
,I
I
prepaJed By:
4,,~
.!
f~
SIT/! DA TA
.,.
PARCEL ID# 07/29/16/52412/000/0011
ZONING: "c" COMMERCfAL
GROSS SlIt. tARE,A: 47,250 S.F./ 1.081: ACRES
PROP. F.A.R.= OJ86
PROP, IMPERVIOUS SURFACE RATIO= 0.479
BUILDING SETBACKS: FRONT - 25 FT.
SIDE 10FT.
REAR - 10 FT.
)l to.'
LEGAL DESCRIPTION
.....
.,...:
.,...
.... Lando:", Moree & Aegoclates, Inc.
, '
CIVIL & ENVIRONMENTAL ENGIN'EERS
PLANNERS- SURVEYORS
31622 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684
Phone (727)789-5010 FAX (727)787~4394
WEB: W'NW,LMAENGR.COM EMAIL: LMA@CSI.COM
EB #4096
,~
THAT PART OF LOT 1, LOEHMANN'S PLAZA, PLAT BOOK 93, PAGE 63,
AS RECORDED IN mE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT ll1E SOUTHEAST CORNER OF SECllON 6, TOWNSHIP 29 SOUTH,
RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; ll1ENCE N89'48'11 "w, ALONG
ll1E SOUTH BOUNDARY OF SAID SECllON 6, A DISTANCE OF 100.01 FEET;
THENCE N01'08'45"E, 10.15 FEET TO ll1E POINT Qf INTERSECTION OF THE
WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY No. 19 AND THE NORTHERLY
RIGHT-OF-WAY LINE OF NORll1EAST COACHMAN ROAD No, 590; THENCE
S58'21'12"W, ALONG SAID NORll1ERL Y RIGHT -OF - WAY LINE, 1200.47 FEET
TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF A FLORIDA POWER CORPORATION
RIGHT-OF-WAY AS RECORDED IN O,R. BOOK 1466, PAGES 156 AND 157 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING~
THENCE NOO'58'03"E, ALONG SAJD EAST RIGHT -OF -WA Y LINE, 288.04 FEET;
n~ENCE ALONG ll1E BOUNDARY OF LOEHMANN'S PLAZA REPLA T AS RECORDED
IN PLAT BOOK 109, PAGES 13 AND 14, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA,
1) ll1ENCE S89'01'57"E, 171.85 FEET; 2) ll1ENCE S31'38'48"E, 150,00 FEET;
ll1ENCE ALONG THE SAID NORTH RIGHT-OF-WAY OF NORTHEAST COACHMAN ROAD,
S58'21'12"W, 300.00 FEET BACK TO ll1E POINT OF BEGINNING,
EXISTING' CONDITIONS:
TOTAL OPEN SPACE - 1.08 ACRES (100%)
PROPOSED CONDITIONS:
TOTAL IMPERVIOUS AREA
BUILDING AREA
VEHICULAR USE AREA
MISC. IMPERVIOUS AREA -
TOTAL OPEN SPACE -
10% INTERIOR GREEN SPACE -
0.52 ACRES (48.1%)
8,800 S.F. (18.6%)
13,181 S.F. (27.9%)
656 S.F. (1.6%)
0.56 ACRES (51,9%)
1,358 S.F. (10.3%)
PARKING REQUIRED 1/250 SF @ 8,800 SF ::: 35 SPACES
PARKING PROVlDED = 37 SPACES
PERMITS
PERMIT rrPE
NUMBER
APPROVED
FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD lONE "x"
AS DEPICTED ON FEMA FLOOD INSURANCE
RATE MAPS: 125096 00100 REVISED AUGUST 19, 1991
TRANSPORTAT10N IMPACT FEE
81,800 SF GENERAL OFFICE @ $2,471 / 1,000 SF ::: $21,744,80
NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO ,
MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACllON WHICH
MAY INCLUDE CITATIONS AND/OR PERMIT REVOCAllON.
UTILITY W'ARNING NOTE
ABOVE-GROUND OR UNDER-GROUND UTILITIES MAY BE IN THE AREA OF
THIS PROJECT - PROCEED ~ITH CAUTION - CALL 'SUNSHINE STATE
ONE CALL' (1-800-432-4770) AND THE UTILITY O~NER(S) BEFORE
BEGINNING ~ORK. PROVIDE O~NER ~ITH CODE NUMBER OF PROJECT,
SITE PLAN APPROVED
CASE /I Fi~~t.-o7;Jfi .
CASE TYPE Ff ~ U.2/- ..
ORe DATE ,- {, -0 l.
- ~..
COB DATE
SIGNATURE ;
DATE I- l1',,"L.
REVISED: DECEMBER 17, '"2002
REVISED: NOVEMBER 27,200 .. _____,____
REVISED: OCTOBER 28, 2002 ~E,.,1!_\?(f,
REVISED: AUGUST 15, 2002 .:;: C:: 18 :J02
J U L Y 25, 2002(./JNl;J~>:";:~'" "~.,,'7.7;-;-,~
J08# 418-01.200 -. ell'( (,.f (l..i-i' \ulli'
-
~,;,~ pr)'1 r"';,.,
_:~~ ~. ,,' ,)
___..1
.Bi~~.~ .~7~ 1.
CITY OF CLEARWATER
fOE? STORMWATER
S'oW'Mv1D
52-58348
~02408J.OOO
PRlOft TO S'r'I'wt.lO EXIS1t:N<:l
,
..L...
ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN
THE CITY OF CLEARWATER LAND DEVELOPMENT, ZONING, AND lOR RELATED ORDINANCES AND
SPECIFICATIONS AS APPLICABLE.
(a\ COPYRIGHT 2002
\lV ALL RIGHTS RESERVED
Landon. Moree Be Associates, Inc.
M)'OfI' coppng this ckx:IJment in any mannflf
without th, expressed consent of LANOON,
MORU .t ASSOClA TfS, 1He. shaH b. prosfJC\lted
to th. fuN extent of th. law.
-00 NOr copy OR R(PROOUCC-
~..,~o
") ~'
f
I
I
I
o
I
,
')~~" : I I !o<?~
: 'I FCM 4"x4" - -
I I I I #3612
: I I ~
: I I~,
~ f~)
I w
: , I t
1 I I
: I :
, I I
,
6 , , t
: , ,
: , I
w
~ , I I
~-, I
! f~~
o w 0
'I I ~
t~~ I N
~~., I
: II ~
: " p
l' I I~
; , I 0
I I I ,~
I w t
: I ~~~
o
I I
: I
: ,
o
I I
: I . I
: 1 I~:I
01: " uti' ~ ~I
II CONTROL STRUCTURE
INV. ELEV. "" ~9.89 /
l, . 'I a~~tE=",,5g~~4'.,,/' ,
o I '.' "v~,:>" ~' /'
: I w fT !o'),?~'. /
,~ '),~ I , I ~y . / /'
')~"'" ;.;. /
I I ~Q" ~~ V /" "V/ C-<.
J, I ,I f) ""~")I ~.~ ~4" /' /' .-J \
I ' 'I :: ,If ?~. ,~""~ I)v / / \ 'A(. ~ /
ELEC. METER ~ IP}-? ,/ /' / / v--< '\ \V
w I ~,j(? / /' I \
P08, \ ~~v~ ~~'1b{ / / ()
FCM 41x41if. ~:, X'if\~~"'~ R~RAP ~'Q"v"/ ~\'
ElEe. BOX ---r- ~ ", . ('/ 'r \ --:
rO""~ /' /'
7- 15" CM7P
A'^ / / INV. ELEV. = '9,30
rC'''' ::,0 /f
"v~?"" /', ""'V /'
~"f,,~ / /' ~ /
'0",,\0 / "v~~~A,
""jY /'
" ,~
.., b'
')
"""~,,
" ~.
~
," """
" ~'
':l
~~~~
'); ~'
':l
,~~
":?
~
,~""~
':l :"
~
ffii\ COPYRIGHT 2002
VY ALL RIGHTS RESERVED
Landon. Moree Be Associate" Inc.
An)QIl' copying thi, r:Jocum(lflt in any manntJf'
witllPt./t the expressed ,ons~t of LANDON,
MOREt ct ASSOCIA 7FS JNC. #I1aJl b. proSiJCl.itfld
t~ thl "'II extllnt of the law.
-00 NOT copy OR REPRODUCE -
'~.,
,
,
, J
,- ,
,
SECTION 6 & 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
GRAPHIC SCALE
L
EX. 8" PVC
r-
LOT 1
LOEHMANN'S PLAZA REPLAT '.,
P.B. 109, PG, 013
~~
40
f
80
1
10
I
20
I
VEX. SANITARY MH
RiAl =>I '7.50
EL =>I 50. 34
'"
p ~ -=-4;~~
,
( IN FEET )
1 inch = ZO fl
~ 8
.. c5 5
d I Z
Z (Q W
.... ~
~ " ~i
q ~')
.. ~ g.
~ :J ....
4) J:
~
~ .~ {l
U ~ ~
2' CONC. TYPE "Fo CURB~
--------. -
---X-----
6' ALUM. FENCE
I
(]l
N
I
<D
_ r,rg ot1/
-3?'
\
Q)
---
x
r-
--
..,()~ ~O; S 89.01'57" E
,,{) r _ _ _ ~
\
171.85' ()
- ".:"1F&? Q-i
, !O' ;..0"0 '
C?~ V-\
o
'-0 .'
'I "\() " 0.>
, !o'
c?--i'
,
o z
z 2
u
>- W
<{ (/)
3.:lw
I 5
<..? >-
I ~
o
. z
U) :)
, 0
=:) m
f-
(/)
L5
W
z
:J
~
'''" S5
d\<5
3
""
!l::
l-
(/)
W
3=
, ")~
"v D'
i:Y~ 0
rv'D,'
<)
'), ,~'O
'1.- !o '
O'~
!o
, D?>
^. ~>~
v~.
'\
") ",:\-
<>~#
0'"
o 0 "
" ,,"
V:> 'L, t><".
," '\
"Z '
c)'
"
0;
,'>", ":-
~. l><
*~ '~!o)
<<)>
o \ ~()
0" ~'
<<) .
~
\
,,':l
~'\"
.-,'
"C)" 0;
GJ " ':'
~~,'
..00"
'-0 ,,"
'\ ,,'-; & !o~()
o c?i
GJ "
,,"
O::W>-(I}-OZ(I}
~
/'
~ ~
~
II I
t ~
....
I
ij ..I'-.
'0 ~<:)
....
tX g
~ ~ ~
~ a::
c c
Ol ~
'3 0
l-
e e
~
,"v, "j
~'O~
o~
~ ..,()
'\ !o
o<<)~
~{'
'\ !O'
&~
"=> .'
n."n."n."
Q ,,~
D'
O'~
~POINT OF INTERSECTION
" 0 "v
'\ .!o,'
(f ,0
pac /
SOUT~EAST CORNER OF
SWfiON 6- 29-16
OF SECTION 6-297
b
,,"v !o ()
O<<)~
I-...
~IY)
~~
Vi,
~~
Ps'r-,.'
~-
o~
~~
~<::5
~~
~
~c<
:'<:)
<:::>
I
^~ ","?
, !o'
<<) "
o ~" ~~
O"'~~"
o ,"v "
,\,<:;" "~(c?
,,'L, '-0 C),. -E) ~ 0;
0.>t",r ~"v,_"
B~'V.'
" 0 ,'1.-
'-0 ~ ?)"=>,,
<0 0;' 0 t>< "C)
Q;:i b' '-0 .' ::\,.
& i 0,\ '-0 O~~b~
o '<:; " ') ~
'-00)" 0 '<:;0
0) \) 0;") ('~
~ ,"" (}..'V"
':)J' 'V ('~
,0 'V
" "v"v
~~~:,.
O'~
()) ()~
" ~.
\ N89'48'11"W
1 00.01'
SOUTH BOUNDARY
~
,"vb'"
~
~o ~~
'~~
o
z
/'
/'
!o ~~
~ ~'. :Q ~V)
') V) O;~.
0' 0\6
/'
/
/'
~ ~'O
:O~"
v ,0
"v
,,,~,:\-
')
?:>~ "
O<~
/'
/'
Q
~
OGz
rc ~ g~~
:It -..J ~ ~~
~ G ~ g~
~ f5 ~~ut.
~. ~ :r:",~
"-I < .g~
~ 0 (9'"
0(..)>-
(.) .~
<.9
.
()
Z
~ ..,~
CIj ~.
O~,~
/'
-
'Q~ ,\
" \)<,~
d'~ '
co ~~ ,,'
~ ~~"
,." v,()
"co 0 ~'" ~'),
O~~ /
EXISTING PAlMETTO~
TREE LINE
,,~ 'l<~
'~",
EX. FIRE HYDRANT
/'
/'
/
);C
y
~'Q ~()
'); :"
~
~
,~,")
"v ~'
':l
----v---v-
1, ,,~~~
~'~'
/'
<V'.v
'), :?' --
~,--v
--v--
:')'1.-,'\ /
/7
/'
O;~ ~~
');~, '
~
,q, "vCO
,'O::\,., "
~ ~ C)
'\" " ~ ~O,,'\ "
"" ?"'~fIv. t>< ~, :.?>
~..,\" ,\" ""~ '
...~"O) --
-'
-,-'
~
..~-4.v/,
\~
~y
---
/
/'
~o,,~ (\ '\
/^'~~"/ / <j r
// (s:?:/
J-~'V / ~\) "-- :~ .
~ Q()/
/~ \........
y~"/ ~~~~)
C/\ /; <0 \ '\'
G()~oo/\..\ (f) /'
/'
/'
.. Hig" Pressure on pipelin.
s Overheod Wife'
.. UndergrOlJnd Go, Une
'" UndergrOlJnd Coble
/
'-....
0?~'
"",~.
~,
(
f;~'"
\ ~'
\~
o
\0
/'
~
/'
/'
LEGEND
These standard symbols will
be found in the drawing,
P,O,C. .. Point of Commencement
P'O{S~ .. Point of 8oginnioq
o s Ooto per Cescription
l.l .. Meoeur&<:! Data
C '" Colculoted Oota
PG,(,) .. Page (s)
oJf, '" Officio! R~ord Book
p,a. .. Plat Book
R = Radius
li '" Celta An",.
EP .. Edg. of Pavement
R/W .. Ri.;/ht-of-woy
SMH '"' Storm Sewer Manhole
f,4,E.S. .. t-Aitered End Section
T.O,S. .. Top of Bonk
LO,S. .. Toe of Slope
'MJ .. Water Meter
L/P .. light Pole
LEGEND
/'
/'
'Q" l><' ,
)7
F.LR, = Found Iron Rod & Cap
F.P.? '" Found Pinched Pipe
F.O,P. '" Found Open Pip. & Cop
P,C,P, '" Permanent Control Point
F,C.M. s Found Concrete Monument
S.LR. s Set Iron & Cop '/2- LS. 14626
La s Corporot. Certificate Number
P.LS. .. Professiono! Land SurveJ'O'
C.S. s Concrete Slab
CONC. s Concrete
S/W s Sidewalk
tt '" Centerline
O/w .. Driveway
WV '" Water Valve
SSMH .. Sanitary Sewer Manhole
GV .. Gote Valve
OHW .. Overhead Wires
FHA '" Fire Hydrant Assembly
/'
/'
.a
1m ~
IIHli
,c:c .. i& ~H~
:EJ~~ii
11111111 if) ~!
II. 11111" ~g
111111 . d ~ Ql
11111111 ~ ~l
POWER POLE
CHERRY
OAK
CAMPHOR
UNKNOWN
,
--0-
o
o
o
.
-0-
-E-
--G---
-uc- -
/'
ltl
l1J
/'
/'
/'
/'
/'
/'
/'
t
t
/"
EXIS TING CONDITIONS
S
H
E
E
T
2
OF5
~
3",
ItO
LL--
o
10
}-z
I<t::
ot{)
Cr::t[)
Z
O(f)
-w
~o
Cr::<t::
oD-
D-
Cr::t{)
Ot{)
U~
Cr::
w~
30
00
D-m
<t:: .
oCr::
.
Cr::0
o
-1
LL
f
,.
J
, I
,
, I
I
WALMART
I L
I f:
' \
,< I ,
EX. MANHOLE WALL SHALL BE
'J<) CORE BORED & STRONG SEALED
r , Willi BOOT INSTALLAT10N PER
CITY OF' CLEARWATER STANDARDS
, EX, SANITARY MH vX. 8" PYe "'"
RIM = 57,50
EL = 50.34
0
SECTION 7, rrOWNSHIP 29 SOUTH, ~ANGE 16 EAST
, PINELLAS COUNTY, FLO'RIDA
X. FIRE HYDRANT \
GRAPHIC SCALE
~v
f ~
~
~
20 0
I j ........
10
1
20
I
40
j
eo
~
\
\
to \
roo
I
()) 0) \
N
..-- I
to
.
0 Z
Z 0 \
f-
()
~ w
(f)
3: w
Z
I .-J
0
-
I
(j)
:::::)
~
~
~
EX. 8" PVC 'NM
( IN FEET )
1 inch "" 20 it.
LOT 1
LOEHMANN'S PLAZA REPLAT
P.B. 109, PC. 01J
I.~,
LEGEND
--
CONC, flOORING
EL. 51.3
ATTACH SKIMMER TO
1'.fs SlOT IN FOOTER
($[E SKIMMER DETAil)
ALUMINUM SKIMMER
(SEE DETAil)
LEGEND
These standord symbols will
be found in the drawing,
F.I.R. . Found irOn Rod ~ Cap>
'.P.P. . Found Plnc;hed Pip.
F, OJ'. . Found Open PIp. ~ ClOP
P,C.P. . Permonent Control Potlnt
F.C.M. . Found Concr.t. hlonunnent
$.I.R. - Set Iron ~ Cap '/2" IL$. 14112S
LS . C~orot. Certi1lcot. Mumber
P,L$. . Prof...lonof Lond Surwo)'Ql'
C,$. . Concr.t. Slob
CON<:. . Concrot.
5/'11 . S1d....alk
" . Centor11n.
D/VI . OrIv...oy
WV . Wot. 'lolvo
SSl.lH . Sonitary S.... hlonhol.
/OV . Got. Vol...
OH'II . Overhead Wlru
FrIA . Fh Hydrant A$SlrTIbly<
P,O.c:. . Point of Comm""'erTlont
P'O~! . Point 01 B~lnnlnt
D . Ootll per Ooe<;r!pfiQ/l
. 1oI1QlUred Oatil
C . ColCufotr. Oota
PG.(. - Pall.' C.
o . OHf,1Qf ecqcl Book
p,e. - Plgt SOllll
It - RodTu.
A . Oatta Mill.
~ · Eeli. cJ PgYllYlent
ruw . Rf\lht-of- way
s\lH - StQrm Sewer t.lgnhol.
hI,[.5. . Mltored End Section
T,O,11 . Top cJ SQIlIl
T.O.5. . Too of Slop.
Wti . Woter hI.ter
LIP · U\lht Pol.
,.
-0- POWER POLE
o CHERRY
o OAK
* CAMPHOR
. UNKNOWN
- 0 - - High Pr'Slur. 01 plpeltn.
- E - . Overhead Wlroa
- G - . Undor\VOUnd Go. Uno
-Uc- . Undr70und Cabl.
Jt .iJ U.!!Ii . Proposed 80.1n 80undary
NOTES:
1. CONTRACTOR SHALL ROUTE RUNOFF FROM
PROPOSED BUilDINGS TO VAULT AREA.
2, PAVEMENT RADII 3' UNLESS OmERWlSE
INDICA TED.
3. CONTRACTOR SHALL INSTALL TWO VENTS IN
mE VAULT AREA. SEE VAULT ACCESS & VENT
DETAIL nus SHEET.
4. EXISTING TREES TO REMAIN SHALL BE ROOT
PRUNED BASED UPON mE RECOMMENDATIONS
OF A CE.RTIFIED ARBORIST PRIOR TO
CONSTRUCTION.
5. LANDSCAPE BED LINES SHALL BE SET BY
CERTIFIED ARBORIST.
6. ALL. DISTURBED AREAS SHALL BE SODDED,
SOD TYPE SHALL BE CHOSEN BY OWNER,
7. ALL STRUCTURAL DESIGN ELEMENTS SHALL
BE DESIGNED AND REV1EWED BY A STRUCTURAL
ENGINEER PRIOR TO CONSTRUCTION. mE
BUILDING Wl111 THE STORMWA TER VAULT SHALL
BE DE$IGNED WITH SUFFICIENT SIZE TO
PREVENT FLOTA TlON.
",,,:>
.'J'J'
I
I
o I
I
I
w
w
Z
::J
3:
"'-
a:::
.
fn
w
3:
. 1v0ll to b. ..covoted to
oxlltln9 pond baltom
,~
~'
.~
o
~POINT OF INTERSECTION
~....
bo'
."
I
o I
I
I
o I
r
I
EGIN WALL ~'JO)
~ ":l 'J'J:<"1"
/
\ N89'48'11"W POC /
100.01' SOU TljEAST CC
S~ON 6-29.
SOUTH BOUNDARY OF SECTION 6-297
w.
A TCH EX, GRADE
'J'O
~'
,>;
ATCH EX. GRADE 1:55,84
0~<V
~\~
~0
I\y..~
~O~
/
4' DIA. CIRClE IN
SlAB TO PROVlDE
ACCESS TO V AUL T
o
Z
/
(2)-6- PVC VENTS SHALL BE ROUTED
FROM mE VAULT AREA TO mE ROOF'.
TOP OF VENT $HALL BE COVERED
'Mlti A VENT COVER. VENTS TO BE
LOCA TED IN FIELD BY ENGINEER.
/
56.50
55.83
/
")'),
')<'
'J
/
PRo SEALEO !-.4ANHOlE COVER. l1-iE
WORDS "VAUt,T ACCESS" SHALL BE
WRITTEN C>N TOP OF' l1-iE COVER
Y)':o
'to'
."
UNOERORAlN Cl.t:ANOUT
\NV [l-49.70
PRE - STRESSED CONC.
BUILDING SLAa & FOOTERS
(DESIGNED ay Oll-iERS)
00 LF OF 0- PVC UNOERoRAlN
(SEE DETAIL ON 'OilS $HEEl)
UNOERORAlN CLEANOUT
PIP! tNV. 49.&
/
VAULT BOTTO~
EL..51.3
X. F'IRE HYDRANT
/
')<0)
~.
'J
/
A VERT1CAL STEEL STAIRWAY SHALL BE INSTALLED TO VAULT
BOTTOM ACCORDING TO CITY Of CLEARWATER STANDARDS.
SURFACE TREATh4ENT AS APPROVED BY mE ENGINEER SHALL
BE SPRAYED OVER STAIRWAY TO CONTROL EROSlON AND
PREVENT ll-iE STAIRWAY fROM BECOMING SUPPERY.
/
~
.'J")' 0
BUILDING
~RAlN c.o. W/
18- l( ,8" CONC. COLAA
/ PI\. (li'l'.)
~V /r"'~""A" ..t~soo
, ,1)- C >snN<: """NO
~i-/ Immffim I m
m --
VAULT ACCESS & VENT DETAIL
N.T,S.
J
SECTION F-F
N.T.S.
--
-3,&3'
END WALL
PRo CONC. aLOCK WALL
(DESIGNED BY Oll-iERS)
(SEE HANDRAIL AND WALL
DETAil ll-iIS SHEET)
/ C, /'
/,
PRo CONC. BLOC~WALL / ~~
(DESIGNED BY OTHERS) ~ OC:>'0 ~
(SEE HANDRAIL AND WAll ~';\c.~O ~
DETAIL ll-iIS SHEET) S) 'tJ.~c, r>~~
/ '? ~ O~()~:\ ~~
h 1t-~(P??
~,?? ~ ~ <r.,~ ~~,\, /'
()'0 ()O~ ~~ S'(!. /'
(,\..~ ~~ 'Y~~~ ~\..
9~), ~\..\.. "'~ S ()~ /'
S'I"':,\" v S~~ /',.
o 0"
~1 /
/
0)0)
:',).
,'J
3'
FF 57.0 --I ~
4: 1
MAX
3'
0" PERf ORA ITD P\IC PtPE
'tATH DRAIN GUARD
56.7
MA TCH EX,
GRADE
l'x1.,'x2' 'ltlRE DEBRIS CAGE
MA/IIUfACl\JRED W/ HEAVl' GUAGE
'ItIR': MESH W/ 1" OPENINGS
51.30
/
o
0" PERf ORA TED P\IC PIPE
'tATH DRAIN GUARD
'),~
:")'
.'J
IMf>tRMEABLE UNER
MCf' 12/12 30 m.
OR EQUVALENT
ffLITR MATERIAL TAMCO 20/30 SIUCA OR EQUIVALENT
'tATH UNifORMITY COEff10ENT OF US OR GREAITR &
ElTECnV1: GRAIN SIZE OF 0,20 TO 0,55 mrn D1AMEITR
WRAPPED 'tA TH f1l ITR fABRIC
1. P\IC PIPE SHALL CONfORI4 TO EiTI-tER ASThl F758 OR ASThl 03033. EXCEPT THAT THE SlZE
OF PERfORATIONS SHALL CONfOR", TO THE DETAlIL SHO""" HEREIN.
2. DtAMln:R OF PERfORATIONS SHALL BE 3/1/1 TO l/II INCHES.
3. UME STONE IS NOT TO BE USED IN ANY PART OF THIS INffiASTRUC1\JRE.
ATTACH ALUMINUM SKIMMERJ
TO SOUlli FOOTER ON NORlli
SIDE OF FOOTER.
TOP OF SKIMMER = 53.13
BOTTOM OF SKIMMER == 51.63
SHI'tl OUTSIDE VAULT AREA & PONC- '3.40
SHI'tl OF PONC- 50,09
;
108lF e"p
/
/-
SECTION A-A
N. T.S,
CORE EX. 16"RCP AND CONNECT 0-
PVC WI CONe. COllAR AT tNV. ~.&
UNOERORAlH CLEANOUT
PIPE INV- 49.62
'),'0
. 'J'),'
/
-r'"'''' "
(SEt fUN)
VARIES
-4
VARiES
19' PARKING
(SEE PlAN)
It
(sa: fUN)
1 W' P ARKlNG
(sa: fUN)
l.
1"
BUILDING SLAB
(DESIGNED BY OltiERS) iI'
A Bll\Jt,CASTIC WATERPROOF COATING SHALL ElE
SPRAY(O ON 11-iE INNER S\JRF'ACE Of TI-iE
OUn:R MOST WALLS & F'LOORING Of 11-iE VAULT.
MAITRIAL SHALL BE SUBMITTED TO TI-lE
ENGiNEER fOR REVIEW.
FF 56.50
#4 STEEL BARS 0 ,. O.C.
SURFACE TREATh4ENT AS APPROVED BY
ENGINEER SHALL BE SPRAYED OVER
STEtL BARS TO CONTROl EROStON
BUILDING SLAB
1- (DESIGNED BY Ol1-iERS)
a" HIGH STAGE
T OVERflOW ~IR
53,13
51.86
6~PVC TO UNDERDRAIN
INV.=-51.5
VAR!U
--
VARIES
--
55.83
~IR 0.5'
~4' HIGH HANDRAil PER
mOT STANDARDS
1,'" ASPH.....nc CONCRETE SURrAC[ COURSE (fYPE PC-')
-L
a-
T
o
/
e" SOIL CEMENT (300 P$l) OR e" CRUSHED CONCRETE (LBR 100)
't' sua 8ASE (LBR-~) (98l1 T lec)
/
PARKING SECrrION
"'T,~
E-E
@15" RCP
l
6" MIN.
CONC. FLOORING
EL. 51..3
./
/
,/'
/
MA TCH PR. GRADE
(ELEV. VARIES)
PRo CONC. BLOCK WALL
(BY Ol1-iERS)
BUILDING FOOTER
(DESlGNED BY Oll-iERS)(T'r'P.)
EX, CONTROL STRUCTURE
INV. ELEV. = 49.89
SLOT = 50.09' ,
GRA TE = 52..34
J ' i' P ARKINO
(SEE fUN)
ff..... e" "1- e" VARIES
--
,t
(SEt fUN)
HI' P ARKiNQ
(sa: fUN)
l.
PARKING SECrrION
D-D
AU
BUILDING FOOTER
(DESIGNED BY Oll-iERS)(T'r'P.)
SECT!9~ B-B J
NO STEEL BARS SHALL PASS ltiROUGH SlOT. SECTION C-C
CONTRACTOR SHALL ADJUST SLOT HORIZONTALLY AS N. T.S.
NECESSARY TO AVOID STEEL BARS.
FINAL SITE PLAN
l.
VAR!U
--
, .'
VARIES
VARIES
..
..
211 SLOPE
MA TCH EX'/PR. GRADE
(ElEV. VARIES)
u" ASf'I-\.....nc CONCRlTE SURrACf: COURSE (T'11'E PC-l)
ta\ COPYRIGHT 2002
\JV ALL RIGHTS RESERVED
Landon. Moree & Ass0<:1ates. Inc.
15" CMP
INV. ELEV. = 49,30
,,:>'"
~'
,'J
e" SOIl COIENT (300 PSI) OR s" CRUSHED CONCRETE (LB1t 100)
9" sua BASE (LBR-~) (98l1 T 1 eo)
Anyon. copying thi~ docI.Im~nt in allY mannfJr
withovt th. .xpr.ss,-J consent of LANDON.
MORee .t ASSQCfA 7F~ INC. $haN b. prosttCIJied
to th. fuN tJlti~nt of th. law.
-00 NOr copy OR REPROf)I)CC-
o
HANDRAIL & WALL DETAIL
N.T.S.
M,&
, /
II
i~ 111
I! I
~~I1~
I!U
~IB
!~U
nn
~w>.....e,;,.....oze,;,
, ~ 8 %:
~ S
II I ~ ~
t ~ .-. ~
.-. -.()
I o I w
a:, -'" Z(Q <t
d .aJ C) Jl. ~ %:
.p Bj
u s 0
(,f) ..,
.~
t1::J
~ ~ d ~.~
~ ") ~e-
-3
c C aJ JP
:.:t oS:
0) ~ U -J
.~ 0 <l# -;:; ,g
aJ ~ 0 ~ ~
~ Q
.
()
Z
Q
~
OGz
'.~ ~ ~~.m
.... --.I. ~ ~c(
~ ~ W~Q
;re ~. ~e~
:::r: ~ :a~ t
(j ~ · i~
~8(9
o >-
u ~
(9
-
i
d
S
1.50'
....
.. Q)
!eI) *
II g
.- '$.
5i~1
c( ..ifi~ ~~
11IIII::. . .... j ~ I :~
III:: tl' Q..l.&.
..... ~!! fI)! U
.111111 itI . ~~
...11 ~ ~~
1I1I1I1Is! ~S
.111111 (J C'it
en
UJ
S
H
E
E
T
3
OF5
,
CO~8T~QJC1DOUl!l lMOll!I
1. All IIll1ygtion. refill" to Notional C&odetio Vertical Datum.
2. Th. location ac Itlvation of IIxim~ utiJitiee or. approximate
01 shown and it il the controctOf' rllllponsibility to detlll"minl
the IXOct location and lIi.vawn of the utilitiee prior to
constrvction in thllir vicinity.
3. Th. controctOf shoM notify the utility companies in the area
4-8 ho" bof'Ofll begjnnjn~ constrvction.
4. All undorwaund utilitle. mu.t b. in atoned bllfarll bas. ac
.urroc. COlKS. arl constructed.
5. Required trOl bamcodee mu.t rlmain intoct throughout
con.trvction. Encroachment into Of fanurt to maintain tree
barricades wiN result in enfar<;ement oction whk:h may include
citation. and/Of plll'mit revocation.
S. All P!'octicable and necessqr)' effort sholl b. taken during
cQnBtructioll to control and. P!'lIver)t erQsion and trpnsRort
of sediment to MOC' drain. aM to lakel ond 0180 to
conform ..itll permit conditions.
7. AJl pip. length I are plul or minuI ond are measured to
centlll" of :rtnK:tures. '
5. Confrlct. bet10een watlll", stOfm and underdrain Iystem. to
b. rllsalved by adJumn~ watlll" linn 01 neceSllary.
9. All !lxistln<l information 0' provided by survey data prepared
by Guy HOle Land SurveYlno.
10. The contractOl' shaH use extreme caution when connecting
proposed aonitOfY sIlWer and water malnl to exTltlng malnl
01' atrvdures. My damogel caused shaH be the Contracto,.
reoponeibhlt)L
11. Pl0l11 a-e not valid fOf conatrvction un lea. signed ond s&oled
by a Profeasional U\gineer RlI9iatered In f1orido.
12. My diacrepancilll blltween the enlline..ing pions, architectural
plans, Of City of Clea-water Municipal Codn sholl b. brauw>t
to the engineer. attention priOf to conatrvctlon.
13. Th. CantroctOf JhaM remove 011 obandooed utllltyllnes, plpell,
atrvcbJfel and other S\Jb-terraneon object. to a minimum
depth of four (4) feet below grade, Of al otherwls. dhcted
by the engineer.
14. All areo. of exposed sarth resultln~ from constrvctlon
actlvitlel Jholl b. llOdded a. directed by the enlllneer.
Seed1ng and mul~hing JhaM be appJled only wher' specitrcally
caned fOf' 11'1 the plan. and specification.. Of where
apecitrcolly directed by the engineer.
15. City of Clsarwater Utllitiel S..vicel Branch shaM not own Of
maintain water and/Of sewer line. Of' focUit!e. on- sit..
11. All woril " clear zone. to conform wltll FOOT Index 700,
\1.
Slit fence to be inatalled around oM area. of proposed
constrvct1on.
1S. All sidewolkl to be a minimum JOOO pal concrete and 4:
thick except at Jlr.i'J.'woy crossinQ.' where they shall be e
reinforced w/O xO ><No. 10 w.w-'..
19. All rillht-at- way' instanation, wiN comply with the State of
F1orioo Utilitie. Accommodation. Guide.
20. M proposed onsite work must comply with City of Cleorwater
Subdivision Rellulation. and Minimum teating rreq~ency
Requirementl.
21. Contractor to vor-ify eleygtion of existing atrvcture. before
beginning any conatructlon activity.
22. Disturbed arllO within the right-of-way will b. compocted to 100"
of maximum density ond sodded.
23. AJl draina'il.e atrvctures must be conatructed per f10rida
Oe~ment at transportation Rood Design Standards. All
drOinag. structure. must have a minimum In aide area of
, 0 squore feet.
2., An manhole and Inl.t acceSl co veri and frame. m~at bll
constructed Pill" "SuPPlemento~ Detail. fOf Manhole and Inlet..
IndeX No, 201 at the f1orido elll of traneportatlon Rood
Ooa;gn Standard.. Jon. 1 984 d~ion (or latest edition).
25. All bqckfill over on)' pipe (storm sewer, water line, sanitary
se1oer) that :. to b. inataned under roodway. or within the
embankment. etc. of the roadway :a to be comPQcted pM
De~ at Tron.sportotion $pecifkations, Section 12'-8, 199 I
Edition (01' loI.e.t editlon).
2S. to prevent any fl.lllitlve dust from leavin~ the site. watlN" truck.
wiH spray water QtI a. unpaved temporary roadway sulfaces
necessary to control dust. /veal not subj6ct to wck tratr>e,
,uch a. roadway shoulder1l. sholl. b. Covlll'ed with hay., filtM
fabrie\ Of permanent vegetation (such al sod Of seea and
mulch} to re<luce duat.
21. LocatOf' wire to b. installed abave waterlin. PIN" City of
Cieorwatlll" requirements.
25. SIgn. ond barricades shall be accordonce with the US Dept. of
transportation'. "Manual on Uniform traffic Contral Dllvic". and
the f1orldo Cept. of Transportat1on'. Roodwa)S ond trofl1a Design
Standard.. Indexe. 600 through 665 (Iateat edition).
29, Place expansion joint. wher' .. and e. concrete abut.
30. Sew ClJt exlating edlle-of-pavement prior to pavemflllt tl.-In.
31. All desIgn and conatruc:tlon must conform to the minimum standards
set down il) City of Clearwater land development rll9ulatian.
and/OI ordlnontes.
32. An water pIp. J. Of les. to con farm to the requirement. at ASTh!
02241-89. $OR 21.
33. All sanitory sewer manhal. rim eleYOtlonl to match asphalt pavement
34. Special Cgr. il to b. taken lIO tree. remain unharmed durlni
conltrvction.
35. Any arell. lubject to erollon (I... grassed awale.. dltchell, detentfon
arllO embankment.) mUM b. a{oblllzed with !tOIld sod Of' ather
suitable altematlv. seed and mulch are not acceptabl. in these oreos.
3S. ContrOCtOf shaU 1\Jmilh Landon, Ma-ee , Al8oclate.. inc. with one
complete set of AS-Bugt plan. upon completion of canatrvctlon,
J7. All rll'l hpontl sholl comply with the requirement. of NfPA 24:
InatanaUon of private flr. service main. and their appurtenance.
and with reference. to NfP" 13 and AWWA Manual 14 per NfPA 1:
Chapter 8-5 \\'Qter supply (Nfl''' nr. PrevllRtion Code).
38. Sanltory sewers, force main. and storm sewerl should alwa)S cross
under water mains. Sanitary sewer, fOfC' malnll, atorm sewer.. and
water main. sholl b. laid to provide a minimum vertical diatance
of , 8 inche. between the Invert of thll upper pipe and th. crown
of the lower pipe whenever panlble.
39. Wher. lanitary suer.. force main. and stOfm sewer. m~lt cr081
o water main with re81 than IS Inche. vertical distance. both the
~ew" and the water main shaH b. conatructed of ductn. iron pip.
~DIP} at the cros.ino. (DIP II not required fOf atorm sew,,"a if It I.
not avolloble in the size Ilroposed). Sutflclent 11I(l<lthr of DIP must
b. u,ed to !{OVlde a minimum separation of 10 fee. between any
two JIlints. Joint. on th'Ngter main within 20 feet of the
crossing mua be !&ok free and mll<ltlanicall:f roatrained.
4-0, All <;(os,alnlll shall b. arranlled so that th. sewer pipe joint. and
the water main pipe jolnb ore equidiltant from the pofnt of
crossing (pipe. centered on the crossing).
41. \\t.ere 0 new pipe contlk:t. witll an existlnll pipe, the new pip. sholl
be canatrvcted of DIP and the croning ahall b. ClrTonged to meet
the requirement. above.
42. "minimum 10 foot hOf'lzontol separation ahall b. maintained
between any t1\le of sewer ond water main in porallel inatallatlon.
whllRever possible.
43. In caSlII where it i. not pOSSible to maintain 0 10 foot horizontal
separation, the water main must b. laid In 0 separate trench Of'
on on unal.turbed sarti! shelf located on one aide of the lewer
Of fOfC' main at S\J<;h an elevation thot the bottom of the water
main il at leoat IS Inchel above the top of th. sewer,
44. ...."er. It I. not possible to maintain a vertical distance of 18 Inches
in poranel inatanationll, the water main shal b. conatrvcted of DIP
and the sewer Of the farce main shall be constructed of DIP (if
ayollable in the aile propo&ed) with 0 minimum vertical distance of
8 inches. Jolnll on the water m.ain shaH b. located a. fpr: aport
a. po..ssibte from the joint. on th. sewer Of forc. main ~ato9gered
joints}.
45. All sanitory sewer mains, laterals and forcll mains ahaM have a
minimum of 36 inch III of caver.
48. All on lit. P'v'C gravity sanitary sewer pip. shaA b. mode of material
having 0 cel classitrcation of 12454 a. f 24'4 C Of' 13354 a a.
del1ned In A5Th! 0-1764 and conform to th. requirements of $OR
26. Elastomerle gosket joint. sholl b. ~tll!led.
41, All on aite ductile iron pipe sholl be c1alll 52 and sholl reclllve
interlOf and exterlOf bitumlnaua cootlng In occordonce with ANSI A
21.5, " 21,8, Of A 21.~1.
48. Pointt of connection fOf the eanltory sewer line. are to be coor-
dInated with the bunding plumbing plans. Sanitary servlc. connection
locatlonl ahawn on these plan. or. approximate.
49. Compoction fOf plpll bockfiH shaH comply with AASHTO T-99 (100%).
50. Installation inllOlving concrete and asphalt <k'lvllwa)', in good conditlan
muat b. accompllJhed by jock and bore Of pushing. No Jetting
wiM b. allowed.
51. T1\I' of sod ~sed to restor I awner-malntalned arllO in rlw>t-of-way
sha. be coordinated with owner.
52, Do not disturb exiatlng underdraln Of at arm s)'Stems. Underdrain. Of
atorm ajJ\em. damaged during conatrvctlon sholl be repaired at
ContractOf' expense.
~3. No atat. rood sholl b. closed without the written permission of FOOT,
At lea.t 48 hour adygnc. coordination i. required.
'4. Any portIon of a atate rood that suatains excesslv. conatrvctlon
related dam all" in th. opinion of FOOT sholl be repaired at
contractOf expense in a manner specll1ed by FOOT,
~5. Safe pedeatrion traf11e ia to be maintained at an times.
55. No stockpiling of material In rood way Of on sidewalk. All dirt and
debris whl be removed trom lob site daBy. Roods and sidewalk to
be swept <;faly al part of da~y cleon up.
57. Notify properly awners regardIng eprinkler s)'ltem. plants and moD
boxel that will be diaturbed during constrvction pnor ta atorting
woril. '
/
HANDICAPPED SIGNS
SEE INDEX NO. 119
""
CONC. WALK
RAMP DOWN :it
--
SEE INDEX NO. 109
r
.~
Ii'
I ...~
~~
''&1
~
.~
.
o
I
~
'i;"
1:'.1,.......
"
.,
.1
~
"
j
,
o
I
<0
~
6" STROKE q'
f2~;^L) ~
"
L
'"
+
~:
_L-.
I
ul
I
12' -0.
RAM? DOWN :it
SEE iNDEX NO. 109
CONC. WALK
t
;:
'.
1. '
,,;c
,f~
/1
::~
;i
["C
o
/!:
';.,
r;
I~
'.: ',; ,: "
" " }~:- "
. ..'.- .
DUMPSTER ENCLOSURE
H.U.
NOTeS
,.,,-
I a I, 1 ~
r. ." ~ "".",.-rt.",. '."'rir'.~.~ F'- =t=
. ~ ,-1._-1._ ~
" .."" - ..
1 L ~ s.:~'. * J
I
I
I.r
13-
1.) WALLS CONCRET!: MASONRY WALL CONStRUCTION
0.) New constrvction: maximum S' -0' high and constrvcted of
coner.te block (8..S.x' 0.). Materla,l. used should b. conaistent Materials, constl1.lctlon ond qUQntitl contral of masonry JhQI b. in accardanc.
with thas. used in the conatrvctton of and architectural at)4. of with Uniform Building Cod. (\.lee), CPlopter 24. General c.ondition. and
the principal bundlng. (Section 3-802 t./aterlal.) constrvction requlrem.,ts shaM b. appl!~ a. specifled in Uac. Sect10n 2404 (t).
during grouted mallO~n work.
b.) Exlatlng: maximum 5'-0' hIgh replacement moterlal. con b.
made of the som. material. os long a. they are mode of l. All rolnforcing ste shaM b. deformed bor. conformtn~ to A5Th! "-615,
approved opaque material. Grad. 60. Vertical re nforcement shaM b. ploced I" the center of the
masonry cell, ond shaH b. held in position at the top and bottom.
. ;,>
. "T . -+'-"+' - ~
~ ,,:i':t...:;.i'~:,:,"*.";:*'':':;'; =:t
PlAN a oJ. ; -::
2.) Foo nNGS
a.x's. concrete w/2- 15 contlnuou. rebOl imbedded.
2. If 0 slob dowel don not line-up with 0 verti<:a1 core, it shaM not b. sloped
more thon on. horIzontal In sIx verti<:ai. (1: S).
3. Horlzontal waM relnfOfcement shaM b. atondard trvSl tiPe DUR-O- WALL (Of
equIvalent} at 16' 0,0..
,.,go
~ r... E_ rf 'Rof'
1) CONCREtE SLAB
Monolithic, min. S. thickness .../imbedded e..s. / 'Ox10 welded
wire fabr1e (W.W.P,), JOOO P,S.I. wlthl flber mesh reinforcino.
:...
..
4.) CONCREtE FILLED crus 4. Hano... Lood-bsarlng Concrete Mosonry Units shoJI b. normol weight
With 1-15 vertical rebOf' tied to foo,ter ateel at each carner and confOfmlng to ASTh! C-90, with 0 minimum compreaslv. atrength of 1.900
, P~
IV"Y 4 D,C.
" " ~
SERVICE
CONNECTION
IU,$.
,zl', .,0' .zl'
I L ,.,'
t..---> r... E..., r, f ~.....f-.
~Itge( I I /'
'~ I (':':'..." ~~~---1
~fl - --l-r;;.
~ J~II.,g" I i"~
~ cf1r!-,;-~. 'rp
11~r-l II
"'f'" r- -i\j' i
,
DETAIL
I
....v
v"
1
~ ~d I ~ '.4i1llrl.I,~i
- i-r--r-.'"1....-j- ~r Ii! )'oi
t i....:.., 'l,,.. I I ,In J i
F1- -,... ~~ -1rr :
I
? '-cleonout
)8. min./ k
~
.AI
5.) GAtES
C\ltl.trvcted of min. 1-1/2. diameter galvoniled tubulor Iteel
../prlvoc:y-t1\l' alatl Ins..ted In gol vanlztd stelll mesh fabrle,
hinlje-mounted on min. 3. diamete.r gatvanized ateel post.
(Gates and poat conltrvcted and In atalled per applicable bunding
code by I1censed fence contractor).
t
S,) DROP PIN
1/2. dia. Ht" long metal rod got. flatch. Provld. J/4. dio. hole
II" into concrete fOl rods. In o9phalit pravid. a 3/.. P.V,C.
aleeve, S. long, Of equal.
5. MortOl shoU b. t1\le I.t 01 S. in occOfdonce with A5Tht C-270. Plac. oM
masonry In I1.lnnlng bond with 3/a" martar joints. Provld. eomplet. coverage
face shell martOl bedoln90 hOf'izont~ and vertical.
ll. Coarse rout sholl confOfm to ASTht C- 4711. with a maximum a9grll9at. .Iz.
of 3/8.. 8 to 10. slump, ond a minimum compresslv. stronith of 2.500 PSI at
28 do)'1l,
7. Minimum 3. )( J. clean-out halel (saw-cut) ar. required at the bottom cours'
of all cella to verify grout placement. Clean-out. shaD b. sealed aftlll"
mallOnry inspectIon-provided In occordance witll AO 531-4,8, and before
grou tin 0.
a. PrlOf' to grouting. the grout space shaM b. clean. with no mOftOf' projection.
greater the ji., mortOl dropping. 01' other fOfelgn material. All cent sholl b. In
vertical alignment, OI1d sholl lal1<11y bll fined with COorse gralJt os 9pecil1ed,
9. Durlni placing. grout shan be consol1dated with lIexibl. cobl. \/l'bratOf'. F1rat
grout pour shaU b. atopped a minimum of 1 - 1/2. be1o\ll the top of the
mlddl. bond b&om masonry.
~
I
".J,f-{
I
SEeTI()N .M
J' Itr
I" s-.. .1"J C-
'''501ft .~
7,) SOIL
Sol bearing capacity to b. at l&oat. 2.500 P,S.I",
~.
DUMP~TER ENCLOSURE DOUBLE
Plots.
Lg..J
STEEL (;flArE ,
S"ut ~~.f;"f. SIre fIIl"'-; J" i ,-
P.f;Ctlf~ w. r. f'
,J.J.f-
m:J
, I
4'
T~
. . I 1. .
6. ~ Sl2arrf. 7
cone. FlPH (IJPk)
o
r ,6. co"':. Slob
'T 1--11' '2'
;"-;;i.a ^7-;::'~.
L _ _ /_ - -~ - (I~)-
;;;1
II
d .\
1 I
I
,I
I
-11
I
~- -------
ir I t.~ ;,:~ ':}:d:' II I
I' ~ CO/"IC. FIlled (t,iP) , I
fO'-8"~ I fl ~ ~I I ~ I
~.g I! I. I
48"1 '0 12'
14' ""'";; m;,. . I
r l'\~ fi ~ ..ng gel. (t,.,)
"l: LI_'\.- ~ -.hd"i: .
\..-
drop pin hol.
(f)fJ.)
IlL
I' b
10'-1" t I I
J,
-0-
'..~ I
,.
~~
11
.~ &tr". . 'z. e,1").
SEe T/Q/'f 88
r"fJ'r.M".{~"ttfl
.,;:,:-:;~. IT
L . ".1..
!L SECTION CC ,j -r SECTION 00
S" Service Lateral
Main
SECTION
TYPE
F
14'-8"
DUMPSTER ENCL9Sl)6~ SINGte
N.U.
~o .'";
~..... ~
o
00
Orop pm hole J
(IJP)
r
.....' 0'
~1
.ELAl:i
N.U,
-.--
TI. beom with
-15 robar COl1tlnUOll.
'2' -l
cllKKanc. m';:-- I .
'2'
clKJrrP/c. m!ll.
-i
Gra<M
1
Lrdrop pin
(tJP)
"
~1-" at ~ ",nt...
-
i'- Swing ~t. (IJP.)
I r.,,,,,.
'4. ,
rL:J
," J
\.. ~~
"-- .J()()() p, d Confif6t. .iall "itlt fiber m.sIt r.inforcing - monoiithftt, miff
6" thlcltMS" 6"x6./ 'ox/a If. w.F.
{I.x"" coner.t. footing w/2- P COIIlinl/OI./. rllbar
(I"".)
ELEVATION
N.T.1.
o
PLAN
N.u.
~
~
2. Ball V<i.ve/ .
Ho.e Bibb --y' ~
3/4" Golvonized
PI
END CONNEC110N
2. Golvonlzed ~ I
~
R..trolned 2~\
Topped Plug
~c,
~ I~;
~ ~
-
2. CorporOtlon~
Toppin; Soddl.-rn
L . hlHIIVlI LO<OTM 111 III
RE1i1UlG 011 tI\OI SU r:I mlM (fl.)
~ ~ 011 150 I'll DESlllll ~ T'1PII
LA"'" C(K111lCII 'I'D t IlI!il11Ul1 CO~
~
aao~ (deg,)
1\.25 2BO 45 ~O
:I 10 20 4a
13 21 61
, 17 >> 117
NOI4,
plPf:
SIZE
4
,
II
TOP CONNEC110N
TEES
DtAll
~O
121'
175
-221
12
'43
,g.
I ~ 6. WIDE TRAFFIC ~ITE
V STRIPE (TYPICAL)
TEMPORARY
N. r.s.
BLOWOFF
~60' 'I
~ I~
"
"
Ii
,"
,
"
~
5'-0.
2.
12'-0.
HADICAP
PARKING
N.T,S.
STANDARD
:it
Not Needed
Fl ush wi th
SER~CE CONNEC~ON
if Sidewalk
Pavement
is
DETAIL
NO TES:
,. AlL UNES SHALL BE CHLORINATED and PRESS\.lRE TESTED (TEST FOIt ONE HOUR 0150 1',5.1.)
UNDER lriE DIRECTION ~ n1( UT1UTIES DO'ARThlENT. AFTER SUCCEssruL COMPlETION or lriE
TESTING ond CHlORINATION, n1( PRESSURE SHAll. REMAIN ON lriE SYSTEIof AT All. TIMES.
2. T'Eli FT. SEPARATION REQUIREO BU'io{:EN I'AAALLn WATER ok SANITARY SE'io{:R UNES.
3. SAOOlE IS REQUIRED FOR ALL SER'v'Cf: CONNECTIONS TO 4. PVC MAINS. SAOOlE IS
REQUIRED FOR 'E' SERIACE CQNNECTlONS TO II. and LAAGER PVC MAINS. LARGEST SER'IlCE
CONNECTIOH TO A 4" MAIN IS 1 1/'E' and LAAGEST TO ANY MAlN IS 'E'.
4. MINlt.lUfIl DISTANCE BE~EN SERIACE TAPS TO BE NOT LESS lHAN 30..
I
-.-4
1a. Min.
24. Max.
Threoded Corporation Stop r Curb Stop
MUElLER Hl5008 / t.lVEIJ.E.R HI4350 with Lock WIng and
Of approved equal \ ~ Compression Inlet Of approved equal
(top at 4~' M'lle) ~ ~
Saddl. it Required
See Note 3 ~. Wat S,' T b'
~ er erVlce ~ tng
\ Driscaplp. 5100 Of EndotjYord1ey
Saddle shoJI ha.... doubl. ~ B1u. Jet. $OR 9, J408 Palyeth)'fone
atainle.. steel atrap. ~
with epoxy COQted
duelne iron body. .
Water fila,"
ta\ COPYRIGHT 2002
\.!Y ALL RIGHTS RESERVED
Landon. Moree & Associates, [ne.
Anyon. copyi~g thi!l documont in any manniN"
without the ,xpressed cons4llt of LANDON.
MORfE .t ASSOCfA 7l's, iNC. shaH b. prOSeclJted
IL\!O the fvR extonf of the law.
~ -00 NOT Copy OR RE:P~ -
I
~~~t
,
Stop Les. Check
MUflLER H14350 with Lock Wlf'Ig a~d
Compresalon inlet or approved equal
Threoded Corporation Stop
t.lUELLER H15008
or approved equal \ ~
( TAP AT 45' ANGLE) /' ~
Saddl. required on \
4. P,V,c. onl)' ______~:/,.
~r Water Servlc. tubing ,
Saddl. shall have double X"" Oriecaplpe 5100 Of EndotjYardley
ataln:es. ateel atrap. , B1u. Jet, $OR g, 3408 Palyeth)4ene TV
with epoxy coated
ductne iron body.
UNDERDRAIN
CLEANOUT
N.T,$.
DETAII,..
~,J;;. Bro.. Cleonout Plug
~~hr~H
Concrete Pad ." __
Thick x 1'-11. ~ ;:"1
rr-.l
fl. or 8"- I/S Bend--
Plu~ if at terminal ,/ JJ
End of S)'IItom ~. f ~
Water Main
/ II. 01' 8" PVC Underdr~i/l
II f10__ J. Law End
CHLORINATION
N.T.S.
TAP
,.
I
fl. or 8" PVC 'H)S J
No\ol
Cl_outa to r_ Upw-"
TYPICAL
FIRE
N.T,S.
IIYDRANT
- f1re Hydrant A9sembly
(T)p,)
ONLY APPRO~O
Kennedy Gua-dlon No. 1(-81-'
Muller Centl.ll'ian No. A- 423
U, S. Pipe Metropolitan
GRADB
~~~~<IS.~"
10' ~ 10' I
"ATEB MAIlf 08 D.J.P. IS TO 5B USE]) IN PLACB or
STOlUl DRAIN "" P.V.C. roR A WI1(. 0' 10' EACH WAY
+ FROM ~ or WATER lllAUf WHE1f THB
T ~i:tu~CI~ ~:.\"grJ~~R
,." 01 IES3 vtRDCA!. ct. I
~~ff##ffRAE:9-
L
P.V,C. OR V.C,P,
SAN. StlIU GRAVITY' lWN
SAN. SEnR ro~1 MAIN
'V
I /Volve Box
-^.II~
~
,r;
:lI
.
Ij)
I
N
.
'- Exlat. Water Main
l!QII
CONCRETI ENCASElLEliT
IS NOT P!aOOTIED.
VERTICAL CLEARANCE
NOTtS:
1. Steamer Connection to rac. Street.
2. All rn Hydrants to hove 5 1/4. Valve Seat.
UTILITITY CLEARANCES
Ii. T. So
':,;
n. beam witll
2-1' robOf' continvou!l
..
12' _~
clooranc. mIn.
Water Meter Connection
f10w \
rord Angie -_
Valve (T)p,)
---.... - '-
'''":11:1: n
, ......--
Meter
swIng gat. (t)fJ.)
I
"- f-p af 1-' c4IIfer
.r-drop pin
1 - ../ (f)fJ.)
f".r,.,d.
a"
rL~J
j~
6" J f
I ~~
L JOOO p,s.1. concret. slab wIth
fiber mesh roinforcing -
m()f/olithic, min $" thicKnflS!4
(J"x(J./ fOx10 w. w.F.
H01tl
O,'IkA /nIlot b. 1n0\0II" 1."""
VII
a"x "" concref. footing
~/ 2- /5 rebor (f)fJ.)
· Al'PROYElI iU'. 0(',1(;[1
H__.-SMClI 1I0d4 f1III .
\'Iota 1I0d4 ~ ., 001
c.n..._ 40200
ELEVATION
PlU.
. APPRQ'o1:ll lXlUIllJ:-CHEClC v"," \U
H.....-SMClI lIodol roo
Watta 1I0d4 708 ., 007
Conl>r_ 401 co
OR
3/4"
.
SE'VER
CLEANOU'T
N.T.S,
JfllOOout Plug
~i,_ ...............
Concrete Pod 4.
.' ~ :~ '~:':d))~
NOTE:
Cl&onout plug to be
U,$. roundr)' 7821
or equal.
Plug
(Se. Note)
\;
I.
IIf
Sewer Main J
~ _ ~S/I"
(r ,,\ ~'~'H
Plck HOI.7 ~
1-1/."117 ~
RiNG - HAlF PlAN
....... I
/('"RW<i ~
Irf,,; aaa ~A\\
" <^
r !:(,).!,." III T A In;o )
I t;;"tJaaoooo
~ .-J). S I .. E ~ a NOlI Skid
R.Qulred-, 0 a 0 0 0 I'olt.....
, Required
OF" ~o
t...
~
~
7
I
I
31.
1-2~~
21.
. lIaohlned Sur'oc.
/
-
SOLID CO~
I
~t...
7
1- 22-3/4. ---t ~ ~
~=i
S<X.IO CO~ SECTION
IIIn1mum Wei<j1t , 2S Ib..
.L
.
co
\t'--. ~
,~ ""
I
RING - SECTION
toIlnlmum Weight .,. 232 Ib..
t" 2711 Ib..
NOtES
I. 'IIh.e roodw01 bo.e I. fI' ar thick... "" ,. ring.
aU other CO'.I .,. riot Ie parml.llbl..
2. 1I0nuI0l;"".' model of .torm rln~ and coy... \0
b. approved by Clt1 Entin-.
MANHOLE
IUS.
COVERS
L ruRAl GROUNO OR S\.lBGRADt
4 ....
GRADB
~~~~~
~<brJATEJ WAIN
~ 10' hlm.
HORIZONTAL CLU8.ANC.
: -~[j-: ~
-1-+
Rtct.AnLE. D/ SAN. Stn:R---"
WATER GRAVITY' Y.AIN
OR FOReB WAIN
ELEV. t -0" ABOY&: TOI' 0' PIPE:
~~~"O~IREQ.
PIPE BEOOiNO
lAMI'!;.g is v
HORIZONTAL CLEARANCE
1. ~NQiES IN PA'.ro AR!AS OR AREAS TO
RE~ NEW PAVEloolENT. SEi I'A'v'O.lENT
SPECIflC" OONS,
TYPICAL
'fRENCH
N. "So
10
o T;:-
;r
View
Approved BlXktla....
Prevention Device
t]@
Top
/
rord RegulatOl Adaptor
/ - ~~
n
I
I
.
r.
/U
Brall ____
Nipple ~..
IJ
12.
l
'it
--
1" SERVICE
N.T.S.
,- 4" Drop at All Drives
- I" -tL.- 1"-
AddltIOl1a114
o. 11>0""
~ .L. \"
t~ i'-
~~
~
r-'~
(
1
y/ /V//
'/ /
/. '/
'/ '/
~/AI './~
'-I.-
PLAN ON PIPE Ii
.1'.
';i<':
-:
.
~:1I~ec;103
I
"
~I" O,O,;t.'I& ., '""'"'
",
1"13 00.01 411"",,:: "= ' I
I" artQll torolOlYY - t: - = ~ .4
.--.... - T :t
, J " ~,lJ h
:.-,~ ..~;, :,,':': c~':~
\0
r 4-1/r
f
I
~t
I
"
1
~
~..,(.;.. ,t:-I'4~
SECTION x-x
SEe110N V-V
r-1
Channel t. be moclA.lth
Pipe " \lortal'
ar
Brick . Mortar
J
I
.
-1
~.
, r~
-: ~ Ygrl..
NOTES:
t NrJIt frqfff6 8_10,
I. Qtwnp/ler rJI ~tIIH ~.. .J/4.
.1 AI ~an.<nt. t. b. ~QOlI p,&4
III,. lib.,. mull rM~
?t..AN Olf PIPt: t ,
O.tol of bllltorll 09Ii~
<:1rM lie. dignntl ,
.
BOX
N.T.S.
DETAIL
JUNC'TION
HADICAP
PARKING
N.T.$.
SIGN
I "-0. -\
.'. .~~~
- ~
P ARKlNQ BY
DISABLED
PERMIT
ONLY
stANQAAO PRE,-PAiNTEO
OfSABlEO PARKING SIGN
ON 1/8" 11-110< SHEET
AlUMlNU'"
WHItE BOROER
<kSYMBOL
BlUE BACKGROUND
BtACK BORDER
& LETTERS
WHITE BACKGROONO
"\
BtXK BORDER
& LETTERS
WHIT( BACKG.ROUNO
S255 fiNE
F.S. 318,14
at
.
Z 'i
~I
1'" q
AlLLE'TlmS
t. SERIES .C.
DETAIL
5" ,"
,~. ~-1/2".fwearin9
,., ~ / ;~:::~. ~
~...J 1 ~ ::~~:; ·
~ 0' ~ .,.,,::.,
"8 ~ ? :!f!\ ~
0:: 0 '/. ,::,::.;:, "-
~ 0. 9'< ::'::::::: -
~ ~ ~/ '~::::"::
- f.O ,::::::::;:
- ~ '/,~ +;:i::~:l..' ,Compacted. , , ,
~ '..lo ,I, ",,' i ' . .Sub9"ode.
~~~. ., ~^~
> .. .. .... r~^
~ ~>i->y;< % V/~
Surface
Bose
NOTES:
1. l1-iERE SHALL BE A 1/2- SEAL JOINT BETv.t:EN
BACK OF CURB AND DRIVEWAY.
2. CONCRETE IN CURBS SHALL BE 3000 PSI.
STRAIGIIT
N.T,S.
SECTION
CURB
I
I
10..
IA.\U\l1 :-v
nl+
~ IV \II:
4',1 I 4'
'. I It '.
. J I
.aq l, ,4~ -"-Till, / "-8"X2'-O" CONe. RETt MASS.
'. I It'. III ~ fiNISH TOP 01 MASS LEVEl
. I I '~\I- foo,l 'Mlii A StJGHT RAISED WASH
" . , ... " A?PROXJMAtElY 1/2" AOOVE
,'..1 I.,' - ~ LEVEl. Of TURF/SOD.
4',1 '4'
t.; L...J .~
. .f"., .~ t...-
t- 2" HOT OIPPED GALVANtlED
STANOARD WEIGHT STEEl. PIPE
...,. 1]1'.':
,',,~. " ')'..,-, 't
.',#"'\' ~,\.,;., '/
'la_" I...............
.'.., ,')',.. .;~
,',"...': ')........ .I~
".\'t;.'-J'':''/~
.. to '" It. .
. .
,111m
-lll==
'. ,;"
. ',.4 '..~ ,...,
" .
, '
..
Ol
I.
-I
a-
12" Mi
2,.S" Min
..' t, 10 .
, I "..,
3/." D1A. OPEN H~ES " :"-:<,,, ~.'
2-NO. J BAR~~_18 LG. ,..I;':~?"" :. '..~I,::-:'
t'~' I: I, ('." "," .. ;. ,,~". ; ..',
,"., I ..... '. . ,....'. \ .:", I, \: . ~,'t
12" . .. .., . . 11.... ,,'.' , ~.,' 7,. ' ,
MI .'.' .,'. ,. .: ' ,I ".'1~"'''~''"\':'' l',' , :
, \ ".!I" I '\' ',,'. .;..\i:fJ'". ~ .' .'
~I. .', ", ",' .t,,~"" I .
t '.':,~~.' I ..:iIt'..'I;~ \!'I I.: '.
~',' .', -, .,~.~,..~ "
S.S....{ '...:.. 'J,- ":>,'~~~'I:'" ". .
I ,~' ,,:.I~:' \. "
..L. ~~' ~',,""-.:'
~ ) """..... .': ';:' .
\,7 ,,"'; .' .S"
J-NO. 2 BARS
CONTINUOUS
NOTE: CONCRETE TO BE 3.000 PSI.
\\11ti FIBER MESH REINFORCING.
PRECAST CONCRETE WHEELSTOP
N.T.S.
~ See index No. 301
J' /
~ ~. I.,.,. of "',k
Approved barrtll joint sfJ(]l. or. ~ ~ COl'lcentrlc cone (flat Covill"
"O-Ring." and .Ram-Neck.... 'l ..... ~ '" on lIhalfo'll monholel ri to
Two CQ/Itinvou. ring!l at (1/1 joints. ,\" ~ depth)
K
I 8" 6rlck St... r.intOl'ceo"lent
~ L..J - -~. min. wo. thlclq;ess
F~ ~ r 4' t.lln. t~e II acid r..i.tant
X:., - ~; cement 4000 p,s.1. ,
..+, ~' ./ 1\
1 _ ~:~ I Z"/ft min. I. .. ",.,-- Grout flit ..0$). onin9 with
.i}, ij !\l 11./. non-lIhrlnk mOftol'
.~."..~ >
:'k';tf,'" ~
Poured Encasement :::~::~h?::.' : mil ~.
- ..,............ ~ , t p'lnt in pipe entry
.. . .1 ' <.rlP!~QI)
Grout trow chann.. -1 ~ ... '. . P. y.~ p~, rll5l\lh. manhole
.. o&op~or c.dv(,)\it'lQ by flo
CQlJtro1. lnc,., OJ oppro..ed
wotfll' l!top"couplln~
NOTES
.
MANIIOLE
ii, N. T,$.
.,"
DETAIL
~
,
".,c:
DBT/.AltS
".t:' ,;'!, ,'.,' ,'''-'
.
, .,
,
< J
-
..,f
1.5"
.;,
"
'~
, ,
...
..
yj
Q
':2
~
~ ... . .'.
0(
~.\ ...
ltJ
d
~
~
o
,~
~.
~
N
l~
l~
~I
,.
,
.
I
,
t
a:::W>-(/)-OZVl
.'Q
~
ot5z
15~~ g~~
=- "~ffii1~
.!(. (j > ;2 CZ
(~ a1 ~. :cte~
~. ~::c ~~
(.) ~ .~S
~O<9
o &
(.) <(
(!)
.
Vi
!...:
~
~
I
~
I
"I'..
(1)0
+J
o
a
I
WHITE tJ V-~~R~~E(~~~t) BLUE
~i
j(~
[~
~j
~~
;~
~
t.'I~
L-
~~
fti'.q:
~.~
III
(~ICAL)-HI
F.D.O.T. INDEX 233 TYPE F STRUCTURE
P.V"C. PIPE RESTRAINT
N.T,e;
nc fQWl.... .QIll1l1UST III RE1i11l,t;NfJ) ill AU APl'\JCA 1lOIISI
l. IlEIG - tU1' NtI OU1lLT
t ~l1OU~~ OU1lLT
4. CAPS
II, PJJ<lS
.. IV4 EliOS
7. HYCf\AHT RUNllUl1 SHAU III RE1il/VlHfJ1," 1V4. iJ'OI
1-:-- L ---i:~ M''901vt R..troln... (TJIl')
- w. c\
(
Ebb. 1500 Sorle. (T~,) ~ ' y
NOQ ~ RE1illlAlNT AT f1TT11<IlI NtI viLIU "AU III IV uSE
r:I 1ll8A lROll 1otEC"'-UO RE$11\_ THRUST RE1i11WHT
~~~ .lJlHl1 SHAU III 'V E1lIlA lROll SERIES ,~
~ SHJU III RE1iT_ a1<llED 011 nc W<<ITM
~rOllWIllJlllS,
~.a,.r~~IlIU1WED11I
~rJi U~ III IUi1WNfl) aAU 011 nc W<GTM SPf:Qf1tl)
~ ~~~~~~~~ !I..'V.59 ':cOW-
..,od"iif'lQ11WGii' FEU 011 tI\OI ;r;"TT1""
....
~
"6
o
(I)
~
C
0'
.~
a
';.
.
"
~
Cl:
~. 8
8 5
~cb ~
~ ~ 8~
q ~!
" ~g.
1J :l~
~ A:i
~ i j
,0
i
~'..
.
()
Z
-
j
j i
i 5J~
cC. ..'...... ..m. A~
. . ;ifi ~~
-I
II-I'!
,11'11,. ~
'II" .11;0
I
fB
c
, ,
..
. ~,
S
H
" E
I' e
T
= / Mech. Joint Valve
l '; ~;t: ~ ~
Connecting PTece "'/lnt::;:-j - - '- Reatrainlng Jolnlt (t1\l')
Coat Mech. Joint Gland on
on. End-O.!, Rotatable Mech.
Joint Gland on Other End.
aA~ TO BE COMPACTEO TO
1om~ T-~'g, lIST I
ijA'( VNl.'f DEPENDENT U?ON
ijATERl..... EQUIPt.lENf, ac CQt.IPACOON
MElliOOS USED, sur IN NO CAS[
SHALL EXCEED 24.. DENSllY TESTS
-.... TO Bl fN<Elf IN ACCORDANCI: I'tlni
-<< lrit QO~foAENTAl AGENCV HAIANG
b3 I.~ JJR1SOJ(;TIION, OR AS MAY B[ REQUIRED
BY ENGINEER.
REV, TOP ~ PIPE ~.....
1"Rf:~~ ~~~<MCAlTEDS(lV ro r ~~;.M~A. & \~cMf"
TO r1J\cro', 'cOQP'AC ~~1~2.-Dt:lfllAll.
!If II. UFT$ VT1\.tZlNO T
MElliOOS ac EQUIPt.lENr L
APPRO\f:O BY ltlE. ENGINEER. ~ '
7
.~. \.. UNSUlTABI..E
~ t.lATERlAL"\ ;l
I~ ___ \~ " ...
"'--eoTT~ OF EXCAV"~
1. Precost m90hale crop may be approved by City
Engineer. Shop Qr<lwlng S\Jbmltt~ requlrod.
2. Drop required whe/\ 2' OT over,
J. Monhallll aha' have an inter'ior and exterIor coatin9
at at lells\ '5 mn. dry thlckMS' PROLOEP2t4-.}51
Epox!-!Jastle Of' Kopper. bitumastlc block 1IOlut1Q4
300M.
'f
~~
~1
CIt~
...-
vi~
'f'
::;)....,
~5
~t
4
OF5 ~
~
5
I
LL
o
I
l-
I
C)
~
~
LD
r-
o
z
<(
c..o
L()
'0~
...'
.'0
r-
z
OU)
-w
~C)
~<(
OD-
D-
~lD
OlD
U~
r-
~
w~
50
00
D-m
<(~
o .
~o
o
-3
LL
ta\ COPYRIGHT 2002
\.!Y ALL RIGHTS RESERVED
Landon. Moree Be Associates, me.
Anyon, copying this documont if! any mannOI'"
withQfJt t!I. ,)(press~ consBflt of LANf)ON,
MOREE ct ASSOCIA 7CS, INC. shaH b. prosecut~
to th, fuN ,xt,nt of t!I, law.
~DO NOr copy OR REPROOUC€-
'0\)
~'
r
I
I
I
I
L
SECTION 6 & 7, TOWNSHIP 29 SOUTH,' RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
~
r
LOT 1
LOEHMANN'S PLAZA REPLAT
P.B. 109, PG. 013
GRAPHIC SCALE
~
10
1
20
1
+0
1
eo
1
~
I
~ op
~ .~)f I ~
I 0.1>" ~ S 89'01';7" E 171.85" · >-
· J.'I'X' X;oI.tI' x-:X. I:"x .1'.1'. It"l' I. i=Y .Mi.'UI'-X, I. I ,X ,ny7i. I ,X.~. y:r.I :IvY 'P'l'l' 1'1' ~ X ,y. I. I 1171, I:' m 'x .l.'q.r S;jp<'?~ . R. SIL TfENCE
w i~l ~: =:~: ~:;J :,~'-;~ ,~,-^~-,~, ~(i(j-f--' ~r~~~. f;:
I ~ I ~R. 10 ETB}/~ .s''':~>t'''- -~,v " ,I, '" 'J<i, <I' '0~' ~~ ~
. ,. . . II ~ '~:;.." . ~ .\X'-. ~
p- 0 t ': " ....~ y d'~ ~_. 0-- - B'----. '
~~~ ~ I ~. ~h: // .r - 04>.;-- - . ~~,":J MULCH BED (MULCH TYPE
~ ~ ~ '''",_;; ',- Iji " _ ,,() ~ _ -~~(f{r. -~4 _\ .~ TO BE CHOSEN BY OWNER)
~ ~ '0 INTERIOR HEDGE TO BE 14--24- :. :a"~; ~:~'L;' U"':: . - <;;'V,.bro"t,--.. .-' 5~-;~~: --.. - ~ ~~~ ALMETTO PLANTING BED
b'";/ .:. --: IN HEIGHT, PLANTED EVERY 30--361-\, 'r '.~. ,'i;;.j . / ~-' r.:;T,~ - --~ o,I'L.,_ - ..-':.G /
-(I):' >;.~ g: O.C. ~TH A 3 GALLON MINIMUM, + :"j~~ :..,. "i,. \l'. .~ "=-k<;;f--:~ ::~'t=@~ ~f-::"::'i.O~Vj'<:J · \ \. ~ /'1-
w ~ 4) ~. . / / ^"~'/' // c..:.!<'L -~-, -.- --'-_.~J. ~ ."
I I,: f; . /Y:-"'/'/,4 ~-:;;,?^_::::..::::;: '1- '~ ~ \ ~o. ·
~ U 1 ~ f " &ro(/ -:"I~~~~'- -~ --;fj- <-^,~ ~ ~
o I ~~ ' ' ~ ie"~ "' / at:':f~~2l~'_-j ~~'1f~~ ~ ~\~ ~\ ~?Vj ,>">
I ~ l:~ ) ..:,' J' in G. .' --- - ~}-- bT- --- -, ~V<<,. ) . " v-;':>V /' ..:
I ~ ~ "f. , . /1--- - -- ,_. - d\()..- _.n '" ,';\ '
I w i ~ ~ . .:' ,t~:~~~~1~:~~' . ''", ~"
o I ~ .~ ~~~~~",,~~~~G~ ~.' '..:'(l.;.,."~ ~\~Of:s~., .~'$;,W~ ~~o?
, (VIBURNUM SUSPENSUM) ~ >- 1I [f , -1"',,~ ~ _ ,. "{\~";f:'$?~ '
I ~ ~ 11",", :'~. .,'C_!!,:. _.\..: ~f~/~--'-- , ..\_i:~~, ~\):o
o : w ~u: : ' . ~ (jj:~ ' 'L~~lJ~~~ ~ ~~~::~~"a~
I : : ,.,jv.' / /'.:, /,~~ f:~~x.~(,'~~ ~~, r:I'~~ ,/'
~ : {"5' ~ "" l:!4 / , . ...~~\'~~r~ A~ \<~";::: ~o~~
-< b>" ~ L-.,. ~ ~ ,- C"~: {~~~ '- :-<:,~,:(~~~ ?&K~." 7'':;~;;:?)c ()\), ~ . /'
>-< '" _ ~ 9",:'. . .~~::'; '.x -:./ . .',,~~ v' / ~
w ~ 7 .;. ,~ ~- c _< .' ~'<~,,~\ .~~: ~',.... ~'7~~ ~'::'~'~<~k .,: ~:'4\.~5j<;< :;Z. ~ (~<{;l_\)' "J~
1>>:1 ,i. ~>:..~'.' '..~-t" i: ..C ,,- ~ . <- ~.!<' .f "," ,,' . ~. ' ';. , ~A ^ /<. <'< h ~ A7
I_vI ""t~ ?-", ,.,y.~\'; j ;"'~',' . :S~ X?@/','f'/1
~fp';'1J.AII~o.>:" ~~;;':~~'- .\, ' ~2 '~ ',<./ ./'. ~\. 0/ ~ .' b< \ v.,'
mt$Jt~~ "'3::';" ~"''',~,~'\ii>\{''/~' r;<-~ X,/ ~ ~~. ('.,\). '0'l-'
/1 .;.. ~.. . ~ '" ,,' , . ',., Z'A y~ ,g~' · 'J.."
.Ll ,~' " . ~"r'l ~/
~: " .. ,-:',..' ,'., ..,,~' ^ "~ <
. 4. , ,,' V ,\.,.lo. .(". \,). ' If""";c
" fyt...:..~"t:-'V'.~(~ '<(~I .
"' j1 n'c..... ~!~;;,j~~~. ~ ~ ~
o I ~ "", I ., .~~~'rjl ,~ :" ")'~f~'~:;~:.~..7 / ~ ;~ /': ',,~~~.o' /:. "
I . J ~ 0~ r;J;~/#:~;:~:;~';<~~:>;;';:<:':/<':;<;~~0>:W8?~;;:ri&/ o~ . ~~ ~~. <c
I ~,. 1.5'":)~ r~.'~;~:~/./;<~;/~;~;/-;,?'/"/--L'/////.////>>/~/~///.//'~'~~. ,'/},.t;1 ~.
PRo SIL TfENCE--.... ~ f- ~ v ,^",Y'~- ''V:F~'.'<</',(,-::/,:::?/; /~':;.~~,;. '< ;:;:>:/:,;.~/:/r ~ h7V '
~w . 6,...... Yr_ Y I):,~';' . " ;y'l-'O,' '<,,'.' '-:,: ;'<'; ~>:;//<<:;<;/:~< -.;.,>~<~':'~:/.~ '\ ~].. , · · ~ "J.F ~1
'I. ~ ~." " tr..v / " ,~ . >. / ' ,. / / / ;' / ~ ' / fI: /'~ ·
~(. ,rl't' ~J ../,/.,{ "J //,//.//'////'//'/,.. '/. · .,
..... <<oJ 'I ",' c /,.:\, ' ./" / . / ~ , ,/ .' / ~ <;; · ~..........././ ...
o I '>:.A ~ ,'J /.' .. fQ 0.).' ~ ~ />'c '>~;'//:/'/~/'~rl:1 r.-.('\' ,,/' ~",~/./, ,,<;;
t>-o I I 'ID;J ""~. ,////,,///,////,;., /, " 'O'~(~~~ ~./<., ~ _'\~ ~~ ~Y", ~ · ELOCAlED PALMETTOS
I\~
v q,~
o II,) ~ ~~t~ * .Y ~ idjJ;"~ ~ / '" '\I /" "0 p/ ,/
:.. y ~'l- /~r '~1Al" ....... ( PRo HEDGE - MIRROR LEAF VIBURNUM TR
I " \>">'"/./ · ~~ ,. < (VIBURNUM ODORA TlSSIMUM - AWABUKI~
I ):: to"' ____ ~ ~-;,-:/ ~ /.~~#'V~', /-0'- ~ 0cFY)P'
o . to ~ /.:/?<:..'\~ . ~~ ,;dv n\'" (, '/
I w j~ I\(P /~-;'.1,~,.4 ,~... w, ',()\ \ v ~S;::: /
\U I ,/,/ /' v-;\)' .' W"" ~?j v ~
: )I~ ~ /// /' '%I.~ s ~ " <S' ~~ <(-.r:J;\J,,\~)
o I I~ ~ ::2~: .--/'/' ~~.';'~---:" 0. "I\'l- 0v ,,~\^~/, ~
w~ : ~ ,~'
, ;X)" .'\.
" \
\,
t----......:::.- ~ \,/
I I ~~ ------~. v-.v-; '\ "J.J 'G \ \)-<0 -'
~,w ~~~/ ,,' /\\ / \ \ ~3Y'
~J~~vZ'J ,/ ~/
I r ~~f"""',' I ~I\'" G "",' \\ '\ R. SILTfENCE
---br-~v . u" v" v. \ y
( IN FEET )
1 inch = 20 ft.
NOTES:
1. CONTRACTOR SHAL
PROPOSED BUILDINGS
2. PAVEMENT RADII 3'
INDICA TED,
3. CONTRACTOR SHALL INSTALL TWO VENTS IN
mE VAULT AREA. SEE VAULT ACCESS & VENT
DETAIl. THIS SHEET.
4. EXISTING TREES TO
PRUNED BASED UPON
OF A CERTIFIED ARBO
CONSTRUCTION.
5. LANDSCAPE BED LINES SHALL BE SET BY
CERTIFIED ARBOR~ST,
6. ALL DISTURBED AREAS SHALL BE SODDED,
SOD TYPE SHALL BE CHOSEN BY OWNER.
7. ALL STRUCTURAL DESIGN ELEMENTS SHALL
a~ DESIGNED AND REVIEWED BY A STRUCTURAL
ENGINEER PRIOR TO CONSTRUCTION, mE
BUILDING 'WITH mE STORMWA TER VAULT SHALL
BE DESIGNED 'MTH SUFFICIENT SIZE TO
PREVENT FLOTATION,
L ROU TE RUNOFF FROM
TO VAULT AREA.
UNLESS OmER'MSE
o
t\
IL /iJ ~@~ ~ /iJ [fJrg !fil rg@ (J)}U!fil rgfJJ}rg~ Il ~
1\'"
b'
'0
I
I
o I
I
I
""
BLACK GUM
REMAIN SHALL BE ROOT
mE RECOMMtNDA TIONS
RIST PRIOR TO
NEED APPROXIM A TEL Y 55 TREES
NEED 1 SHADE TREE E~Y 35' AROIUND PROPERTY
NEED 1 TREE fOR E\it:RY LANDSCAPE ISlAND
411- GRADE J OR BETTER EXISTING lrREES ON SITE
25" ALLOWED TO BE REMOVED'" 10,3-
239- TO BE REMOVED
1 03- TO BE REPlACED INCH fOR INCH
COMMON NAME
REMARKS
10' Hr.. 2.5- CAL
OUANnry
SYMBOL
BO T ANICAL NAME
NYSSA SI1 VA TlC:A
%I
e
()
*
e
8
,">
~'
':j
FRAXINUS PENNSI1 VANICA
""
GREW ASH
10' Hr., 2,5- CAL
o
9
ACER RUBRUM
""
RED MAPLE
10' Hr, 2.5- CAL
7
""
SLASH PINE
10' Hr., 2.5- CAL.
PINUS ELLJOTII
lJ
""
POND CYPRESS
10' Hr.. 2,5- CAL
T AXODIUM ASCENOENS
22
:-,"
,')
59 TREES TO BE PLANTED
o 2.5- PER TREE"" 147,5- TO BE PLANTED
V. U,A. == 1,318 S,F.
(10,3%)
~
~
~
REQUIRED IN TERIOR
PROVIDED INTERIOR
GREEN
GREEN
SPAC[==
SPAC[==
10% OF
1,358 S.F.
4-
.q<
~'(
~o
PALMETTO PLANTING B[D
,
"
U!fil!filU@/iJ IlU@~ ~@ Ilrg~
/ ./ // ../
// /' / /'
/ . ./ / ,-
. / / /
/' ./.' /
/ / / /
LONG LEAF ASIA TIC JASMINE PLANTING BED
~-,.._'-"-_._.....'''.
-,----,.-. _.'~'-'--'-'----
..~._~---- ._-- -..'" -~ _.. ~"
":J'l-
....
':)
o
MULCH BED
...">
":)'
'0
1. A low volume irrigation system. that provides 100" coveroge to all proposed
J;'\ontings. will be desl9ned ond Installed by the Contractor.
2. l:he proposed Irrigation System must meet or exceed all applicable City code
requirements. (1.e" Bock flaw PreventlOt'1, Automatic Rain Shutoff Device, etc...)
J. higatlon shop drawin9s must be submitted ond approved by the City prior to the
Commencement of work.
4. rrigation system must be inspected and accepted by City Project Monoger
lrior to installation of mulch.
5. irrigation as-bunt drawings, which occurately and cle<lr1y identify all modit!catlons
&/or substitutions. must be submitted prior to fInal Inspection and acceptance.
6. :1;8 existing 5/8- water meter will be utilized for this Irri9otlon System.
7. The Landscape COt'1troctor must coordinate the placement and power supply for the
irrigation control timer with the City and the General Contractor.
8. The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafm TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindlal 6 Station Outdoor Control limer
Richdale - 214APR 1. Electric Valve
Amtec - 10- Round Valve Box.
~
. '0'"
PROPOSED PA'/f
PROPOSED BASE
II SUI BASE
1- 5 FT. (minim\Jm)mJ
PlANTER ISlAND ~
- -,,~
P~~
tISlIEl.
PROPOSED PA\1J,lENT, SUB-BASE
AND BASE NOT TO EXn:ND INTO P'lANn:R
SLAND.
,,>">
.'0")'
ALMETTO PLANTING BED /
"
TYPICAL PLANTER ISLAND
N.T,S,
/'
/
6FRl!J>O
/
!L#J (}!)fP)~ ~#J fPJ[g (}!)@ 1f[g ~
/
/
NOltS:
1. /0..1000 SIi./O. BIE Sf'lllJlt ~ PIC-I'd PftESSIJff: 1lllNEIl.
l. CftOSS ro SIi./O. IG CftOSS O'G 'mfIf ROOl1.
1 IIlIJ',( /0. S11'Ilt t./~ _ .ll!W'PED AAllUIe l1IIJNI\.
4. It:lDot: /0. Sli.If\ RllIU III:. t./aI Sl~ is 10 lEt lI€ IWJ1llU.
1 00'0l /0. IlUIU' t./~ .. F1lOII lI€ 101' rs lI€ IIJOr Il/O..
a. 101' rs ROO11l/O. 10 BIE sa r IlEI.OI F1ItSll S1JIMllJUC f1ICSM G1VOf.
2.
All recommended trees and plant materIals will b. 9foded as Nursery Grad. No. I 01' better os outlined by the F101'ldo
Deportment of Agri<:ultur. ond Consumer Services. Division of ?lant Industry "Grodes and Standord. fOl' Nursery Plants",
7th EditIon. 199a 0. revised from time to time.
Th. Londscop. ControdOl' shall 9fad. plontin~ beds, 0' required. to provide positive droinag. and promote optimum
1.
cyv.,
v-;":J
/
/
All plantin~ sholl b. don. in occordonce with the Florido Nurser)fTlen's and Grower's Associations approved practices.
'-'Ei(i,l.;T
J.
/
All plonts ~hall b. fertilized with A9fiform 20-10-5 tablets os per the manufocturers 9peciflcotions in conjunctIon ,ylth
4.
9.
/
5.
Th. plonting sol shall b. the opproximot. proportions o. follows: 50" sand and 50" orgonlc material consisting of
natlve pool, well-decomposed sawdust. leaf maid and top soR. It sholl provide 0 good pliobl. ond thoroughly mIxed
medIum with odequot. aerotlon, drolnog. and water-hcldln~ copoclty. It sholl also b. free of oR extroneous debris.
such os roots, stones, '/Ieeds. etc.
/
z"XtXt STME
nz"X4' CftOSS IlOlllEI
~~
UItfORlll' NIOIN
ROll ~ IlE11lEDl
~. ItIO.U IIIlI IIOIT,*
rs IIJOr ~
.~
; t,.--- UHDIST\.lllIQ n
,~~'- Z-IV STME w/
..' , UHI TIIU \jfl ,..
INTO UIOSMllEIl
n
a.
Plants shoJI meet siz.. container. and spocin~ 9pecificotions.
and replaced at the controctor's expense.
Any moteriol not meetin~ specificotion. sholl b. removed
_'~
8.
All plontin~ OI'eo. sholl recelv. 0 J" ioyer of recycled hardwood log mulch, which is to b. wotered- in after Installation.
/
7,
Th. plant materiel schedule is presented for the convenience of the Londecop. Con tr ad 01' , in the svent of 0 d1screponcy
between the pion ond the plant k.y. the pion sholl pre'o'OH.
z'XZ~.' CftOSS I.IENIlEJ
nz~.' STME
(\~
~.'''
'0
Z-UilJlr<</O. 3:1V1'S
All tee. ond shrub locations or. subject to chong.. All locotions sholl b. opproved by the City Project Mon~er
prior to plontln9-
Th. Landscap. ControctOl' shoD b. re9ponsibl. for exominin~ fuJly both the sit. and the bid documents. Discrepancies
In the documents or the actual sit. condition. sholl b. repOl'ted to the City Project Mano<oer
in Nf'itin~ at the time of blddin~ 01' d1ecovery. No account sholl b. mod. after contract completion for fonur. to report
such condition. or fOl' error. on the POf't of the Landscop. Contractor at the time of bidding.
(,
/
SPACING \I POSTS
TO BE 5-10 fUT ~AAT
FlLn:R fABRIC \
WA ~A1.
.
...~
TREE PLANTING DETAIL
N,T.S.
10.
v
o
/
/
....
~PRI!AO
1\,
Th. Londacope ControctOl' sholl b. responslbl. fOl' securing all necessory applicable pormill ond ncense. to perform
the work set forth in this pion set and the specirtCotions.
'';;'
I ~
12.
r~'"
t MIN.
I ~c..:;
~l.k-':;"'---
"",,'
"'"'1t '
8A<>>UfD TRENCH
,..-
/
Plant material sholl b. bid os specified unless uno'o'Onoble, at which time the City Project Mono<oer
will b. notified by teiephone and In writ1n~ of Intended changes.
Any ond 011 quutions concerning the pion set and/or specificotions sholl be directed to the City Project Mono<oer
at (727) 562-47J7.
.~
F~ AODITlOHAL $1RtNJOTW
FlL n:R f IIIlRIC hlA 1tfl1.lL CAN
BE ATTM;HED rOA a-INCH (wAX)
ME94 WRE SCREEH \\t11CH HAS
BEEN fASTLNEO TO nc POSTS
lJ.
./'
~
14. Ther. sholl b. no odditlons. deletions 01' :l\Jbstltutlons without the written opproval of the City Project Mono<oer,
15. Th. Londscop. ControctOl' sholl guorontee. in writing, piont :l\Jrvl'o'Obllity for 0 period of twelv. (12) months frOl1\ r.nal
occeptonc. by th. CIty Project Manager.
....'/
j):.J
G
ALL HEDGE MUST BE A MINIMUM OF 24- HIGH AT TIME OF
LANTING, SPACED A MAXIMUM OF 36- ON CENTER AND
BE MAINTAINED A MINIMUM OF 36- HIGH.
A TT ACHING TWO SIlT FENCES
r~
HE~f
./
MJL~ )" FROM aTEM&
18, All dimensions to b. field-checked by the Landscop. Contractor prior to londscop. moterial installation. Discrepancies shaH
b. reported immediately to the City Project Manoger.
17. All material. must b. os specified on th. londscop, pion, If moteriol. or labor do not adher. to specifications. th.y .,ylll
b. r.jected by the City Project Manager with proper Instollotion corried out by Londscop. Contractor at no odditional cost.
la. All permits necenory or. to b. provided by the Installln~ controctOl' unless otherwise speciflcolly stated In V'>.: 9peciflcotions.
'0\) ./
p~
n.1tJl f,o,!lRlC
t.lAlUll.... SECU/lfl.V
f I\S1ENEl) TO THE
POSTS Oft ., USED
THE \1M\[ t.IESH
\
-. . IT--U-
)" H.JL~ LAYER
!P(gf!971UILDlliiJ 7lU@!fl!} !MfJ71rg~
N'PROlIlNA1S.V .
INCHES r:I n.1tJl
f,o,!lRlC t.lAlUll....
toIUST EX1tNO INTO
A 1RtNCH AM) ~
~'...lK
COI!PACTED
BACKfU IIA 1Ull1t.
/--
\
Th. Londscop. Contractor will b. re9pons!bl. for the collection, removal. and proper dlsposal ot any and oli debris
<oeneroted durin~ the instollotion of this project.
P\A(;C 1HC ENO
POST r:I TIC
5WONDFtIICI
INS10C nc EH~
POST r:I TH[
nR$T~
SHRUBS AND TREES
All trees and shrubs shall be fertilized with -Agriform- 20-15-5 planting
tablets at time of installation and prior to compl.tlon of pit
backfillin9' Toblets shall be placed uniformly araund the root moss at
o depth that is between th. middle and bottom af the root mass.
APPUCA T10N RATE:
I Collon can:
3 Collon con:
5 Gallon con:
7 Gallon con:
~---
19. No controctOl' Identiflcotlon signs sholl b. permitted on the project. except fOl' the project Information sign,.
",1\
~'
,'=>
FERtILIZER TA6LEf& A&
6f'>eClFIEO. FlAC! UNIFC~'"
AAJO\J'olO ~r MA&&
eETWEEN MIODLE! AND
eotrOH as ROOf MA&&
20.
Existln~ sod shall b. removed os necessory to occomodot. n.w plantln<os.
ROTATI=
1'0$11 AT
111001: IIf
A o..OQ<I'tl31
ClREC'!101f TO
~~~ ~'
f,o,!lRlC 1IA'TlNi.
-4.. ,,-
~
o
21.
Ant existin~ sod orees thot ore unnecessorUy disturbed durln~ the londecop. installation shan b. resodded to
motch existing.
Trees:
Palms:
1 - 21 gram toblet
2 - 21 gram tablets
3 - 21 9fam tablets
4 - 21 9fam tablets
3 - 21 gram tablets each 1/2- of caliper
7 - 21 gram tablets
I: .
10 INCHES
(MlH)
l
:';...
22.
!!Xlall'lNC. UNDI&1\lReED OOIL
DlRECTlOH r:I RUNOff WArotS
I , '~St~
IEI-"- =IN,o,NCl
BURY fVI-
) TO ~ flME& WID""
as ROOTe
LANDSCAPE PLAN
GROUNDCOYER AREAS
All groundcover areas shall receIve fertilization with "Ozmocate-
time releiOse fertilizer os per manufacturer's specifi<:otions.
SILT FENCE
N.T.S.
SHRUB & GROUNDCOVER PLANTING DETAIL
N.T.S.
I!! I!!
II
II
~~
l:?=
00
~~
II
~
"
'-
oC'l
... ...
Q!W>....V).....ozV)
~
C)
C'.4
a"
C) :1:
C) 8
C'.4 o!
06 ~
z~ ~
-2;: ..J
~ aj
u:)
H;)
t3~
~a.
:1:~
..J~
.c
.....
~
I
~
I
-"'-
QlC)
~
o
~
~
o
u
V)
d
'"')
~
fl::
d
"')
-ij
{II
:t
U
QI
.c
U
.::.
.~ ~
(Ij 3t
c
(1)
'Vi
ill
~
C
3l
o
to
~
.
()
Z
Q
~
OGz
rc ~ ~ ~m
:it --J. ~ ~c(.
~ ~ W~g
..., (J > fij ~
!III: ff1 ~~~
~ ~ :r:g~
""" 0 CD 0)....
~()>-
o ~
<-.) <{
CD
-
d
.s ~
<Xl
j(/) ~
1.1 ~~
(/) .....~
cC .. m! i~
:EJ~~~~
..1111 ifj . ~~
.... ot$ t1c
11111111 s! ~ g
...11 G M!t
i
co
lJJ
S
H
E
E
T
5,
OF5
I
, '
i
{
. (^)J'
o
..."....
(.-, '
~)-/
''I
'J
(.-> -
-'
n
'"_ v
> -'
(.-J\!<
?c,
> ,~
)
<;>~'j
J
n'<
~y
<:;v'
"co
,< v
c;) "
"-
\ '
IX
0'"
, .J
;v:
'I
(.-, v
f[\ COPYRIGHT 2002
\!Y ALL RIGHTS RESERVED
lanclon, 1I0ree Ie "'IOOSate.. !no.
NtJIfJM cop>'ng thbl docfJmMIt tI MY tr/(1fIfI(If
wfthout the expf'HHd COIIHtlt of LANDON.
MORa . ASSOaA 7FS /Ne. "aII be PfOHCUt<<J
to the fuIJ flXt... t of tile kIw,
-DO NOT copy OR REPRODUCE _
& 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
w
R. SIL TFENCE
w
1- -. -,-. -., -- ---
I~
I~
If!!
1b5
1'0
Ir-
In::
10-
I
I
I
I
GRAPHIC SCALE
20 0
~
10
I
20
I
40
I
80
I
\
\
\ \
~\
\ '
\ rALMETTO
.f.\ \
, \
\ \
\
\
( IN FEET )
1 inch - 20 It.
PLANTING BED
;./
\ 0/
\ \0 ~ ;.
\:.....,1~
, I
'\ ,
~ Ck ['-~":,- ~- V"~'~'-:'CI.MTCF;:-"
~~., ....__ r. I,......r,.~.~ ,-"" '\...L.....
t 'tiit~ ',t-EC'1 S>-Jp"E "RC-;: r fi:':Cy u' 'RO ~'I"
'i..~1. ~ " - ,- - " ,,~
&1
Sl-~
//----.,"'1-Q;
// /~.--, I", J
/ <:>"'"
/./ . II l
1c..f
w
/ ,
/ /
/ /
/' I'
,// ",/
/~/ ///
/
C)~ ,
_$_Y}~~2_
~~;
,,~ ,~
, /' '"
iF
~~
V]Cto
\- '
<rJ
-/
'\ lSSl Sv'... \//~r":j.
r~ ,....-,
L. ::;
{:;'~ tCJo\' G_/\.!
/ ~-, j,.,
I~' ::- M'
;':. S,e? v .j
~
.r:;(_~:! I.,A/.C~l-E.
., r
;; ,~
r I,
'.,_ r,~
, ..-.': .:'-
:- " ."
1E
f") .c"
L ~
S~i'5r: ::'\:.
'\~J 1-1 7
': P.,
I
I
l
,."."",,,,,,,,...,.,,,,,,,,,",,,=,,,,,~,,,,,,,,,,,,,^~,,,",,"",,,,,,,,,,--,,,,,,,,,,,,,,,,,,...,,, ."',""'''... --...=~"'=="" _~""""'.""'''''''''''''''"''''_=~''''''''''''''A"'''''''''''''''''~__~"",,,,,,.,,_~_.,,,,,.,.,.,~_~,,.,.,,.......,..,,,,,,,_""'"''''''"''''_''''' __,,".. "",,,,,,,,,,,,,",,,,,,",,",,,_.
'S;<
(,~')
~ ..I
'. ':'
..
. . .',
28
25 r
r. ,
, "'
59 -REES Ie BE: ;:: _ L \'~-::.",
w
'< .:
,'.' '.
\\ /I\)
h' -?J~" ,.,
, __ "( ~" ",,-'0
~y ~'<
,! "~/~~' \~.0--; < \
",,<k):, \
-~' ,;",\
.',./,1. Z~
"",' . "\
\ . \
\\
A
I
~;;, 2 ::,'J
f"[F ~r;;EE
',..
(.-(1)
(.-, ,J
/ <:>-'
/" /' ,,'l.,
/ /'/ (.-"
'" ~,/
I~'>
~<1"-
"',.
.'. .
.' .....,
, ..' ,
,..':.
,--- ...........\' I ''""', r-~
,... { II J ~,,_ ,
L_ V 'J' c,_J
"
e.__
8
Ct,JF'EI-.' ,: :;,"
8 I- i
-- S' (A,_
,
,
"",IJ{
\ ....,/ \ ",""-
\ ~/
./
.~,
~~~;
i
f
. i
<[
-;: ",;
~
~
7 F~ C;'
:~~' ;~~
C, r,,)
'- "'
/- r
I ,...,~ ..,--
\_./!-- --.
"
!
I
~_.f ;
\
'~\
7~
\ .
'~
(, ;' -=
,/ <---
I 1 /.-~,
, , ,
, ,/
,.'
,,,.-.....,
r
>,
< [
~f
-I
<( ,.
3[;-
"'.
w~
9k
(j")~
'. < V
v-
"')(: ...' - ,,"
,,'
..i ..;!~VJ,,>.,
-"~-;.: ".,:^~))-
. .'.' .., .... ,.' ....
': . .' : .. '. . '.. :. .
" " ;:. . ,
, -' . . . - .,'. .'
,~, ,.: ,.' .. ;" >.
- .;.. . '.. '.. . is,,,
. .. y',
, :" . " .'.,'. ,.....
\ \
\ " , ,?-"'_v;; '\ \\
^' ,~,;\
)S' Y))'","), '
i..X ""
;.()'v ",:-,. '. ':
,/"Jr. \, ,'-'^
" > ~'tl
y'\ ,,- ,l
" " ~ ~',;5'
r..-: ,';-' ~
v"-/ \ r,' ,,'"1",
I' /)., IV
,': ,T-,~~ [b t ,>~~:JJ~ ~ ;f.r' / ~-.:;\l,~i:-
,c~, , kA^>::4~" /, /,."
i": :> <)-~~{~~iS~}~'2~ ~"S{;. (lV;~ ~~y;'\'_:~~'~'> -; );y. ~
__, i:.... -'-i>"'V"-~::~:?<';~':<; I{ ,./ _~\ '~:_
... ......... ~ .. ".,. J '~';r -.. ,\'\.';'.~ ;X _.~ ...-:~.
I'. ',"'- , "1 .'1<, )\,'V';/\ ' ,
:<<1 I, '" - y' /':,'./ M .~ c '~ 19" r."Q ,/ ~~'II\;\~;;'
'r,'\'A; , , " , , --:'J/'" ,r ,- ~ '.' ":'7 x, 'V /
!'\'!;5/ >~. ~~., "'.J' '. .^'r\: ~~;f . )("' ~. ~ \\
<:;:::;;:~'r:,';:':",;"':", ._I~:l.. ~ XX"(~j \",,}?C; I
('", i:'1; ""< ~ --~-., , " /,. "1' Y -;-./
: 1~'ii~~..H':.~ -"""'I"1~:",, "~~ "-~"~.>v /", -;.\:>:- 110>;/ /"/
~' t' :'. . ~, ','" .: " ~,) ~' /. r, / <:
i /"~l','L:' '.' :' " '0 ,''>(..{.', \,' '/ ' "
i"'f ~ ",:" ", .-,' (X.~/ ~ ,'!J<' . ' i:' /,~' _' (.:{~;"~' ~
!;~~",. ,;'J.(;~:', :::,' --\l(,~ ~/~7".><,' , \ p,(" ,,: 10 . ~< 'c.<':' ~~. - n^\
, #,. , , ',I\, /?'...... "\>< /" ./ -;-=7i"R: ~~ v
I " ..../'~W'~\\ /', ", ,.,/ '/:1"" /" " /\-
~ - Z::;~'i' \y:>t~~'>):;,/,,\:,,~;~:,~- , V]~/~i- / /:# 7L:, < ",,() /"
" k>0'\ , , ;~;'i".J. /., 0/,;1lI\ .: ',"\' ~~~"/ ,,4', 0: V'
'''''' ,'_ ~ i\/', /, )" ./' " , <.' , 1
,,6 [,,J~~---",, ~\_) .,;;",;;? ,
;x -~;l'.,. .. XJ .~'><: - ,> ./
'J' " '\/ IRA \, '7-
)-/ '''-:; /" ~:\ if ,.....
'v 1 ";. __ "<<. );.~ ' '";:>"--- -/ ,",' V,_ "
'l\ :"" /ts,/,/ /" ;>"';""', /-::':',:<:' ~'y ,/ <\
;/ / +' .; " ../' ., ,,/' " ~::.."'" :..b J(
", ,
Trl';:
~y:
. .-,
.. - .:'.'
r--' -- r-'\
-<}- j ;
L.. L...1
~- "
\ ,
'r\
'"
".
~"'J,.,.,
~,. '-7"'------'<' ",
( / // ~
. / / /!
;' / //,' ,
V: '/1/ //1
/ / /,
lL_L_~___Lj:j
,-,
,.'
-'--'f'
r
, 'I
:~~? [~- ~~~'
......J
(., I)"
. )
/.- ~,
__ ..._ I
old::
0-
,.. ,
"
~,
I }
! ,I,...
:-) :~- '""'.,~
j
,
~,
i
r
. k
~ .
~.~,--~~....- -~--- ....--.-<".)
I
,/'
!..-.-'" --.
-:\'
< <
"
/" /,./;
///,#A
/;;,
I'. '
/' .,~
w
~-'^'-'---'-"^~
I
I
I
I
I
/.
-"
Dr 1
,,', fA 1
r ,. 4'~~
'- / ~ --~.
>>-<:
/'
~
/
2
" '
tr: ll>'.e
PRo SIL TF'ENCE
"
" '
"':/'
<::\ -
7~7'<;""-,:-7-'<_:"..'<j" , ~' J -
,,4;; '...i~' ......)/....y -f...., / ^', 7"" ,/ eJ.i..1"" ~"'\".... -,.,c-<l."';:..:-,
-' .I' A. /J' ..- (:-,/<' ~" )(, I \ " .. "x" .
~'!C:'\ ( , ! ''v ';1'; ';{'; -" - , / J>
, ,'" ;'J(<" \...~{~_~-/-~_':....--", ~ "-f f . ';1"
'." ""~-"~-..~ ' "/>.
" ,,_ /' ~~, \ "", ( J/,
<)1:' D< \
t ) ~ I
'~~
/
4,
1~(lg(j~ 0"" sJ"Ster'" I"" wst t~e
'r"'2De:t~c 0,~: Gccectec ty C'~\,
p.,.:<cc:~ :)::'I~'g€'"
,J,
, ~ ,1\", '
I
/"
('
7.
/'1
^,
')
<J
8
/"
""'1~,""U rc:t",,'-e's'
/
~-.i ~ S
/"
E~< ~\e' _'re
/"~
z"-." f'>.
\"",~",'
........,~.)
/'
./
/OTES:
1. All WOOD SHALl BE SPRUCE OR PIN H.. PRESSURE TREATCQ
2 CROSS TIfS SHALL NO! CROSS OYrR Y ROOTS,
3 REMOVt All STRING .t/OR MRE MOUND TRUNK
4, REMOVt All STRAPS, ROPES, WI OR STRINGS USED TO UrT THE ROOTB/>LL.
5- R(MOVt ALL 9JRlAI' .tIOR WI rn TOP OF THE ROOT BliL.
6, TOP or R7 S[T 2' BEL ~SH SURROUNDING fiNISH CRl>DE
/', Cto '
L'
'0'1-' - cc'O
..' n.
<:>~
"'
LlJ
')(2')(4' CROSS WEMBER-
~'J/,
y/
-
/"
~ 0":;;;:::; \..1 S~,....'-;''')~ 5 \./ ': ':"'.. o...~~.'s t>fS~C C.\ O' 5 ~;:)c"c"e,~ cr-c'_ t CfS
~l ~:;..
/
2
;:IC~\r )
'r"",{' lCl,~I"SC(,DP. (i>nrfJ-.1c;r' $i'.J >:;~:,:,,:e; (:ICr::10g t"€::::B <:'$ r9:::.. "ec ~:. ;,'cv::e l':0:j~Vfi: c '~~"'C9l? O"'~ ~~::'T)t€ cp~rL.1""
_\--
,'> ~"f's,,',
~':\."-'>"'''''''''''''
/
.;'
"y l'
./
/
;'::IC-C~:'",
<. ,
"\,) '"',,,,';
} ...."4'.""'<fK)
t" )f~"f ./
,//
"'~
/'
. /'
C)) 4
V:J g \.) /"
Q. ~
~/
a ~\) /
~~
,..,. €~:Ir q
sc€clf C':l ",h~ sr c:: t.e "'errlo ;~()
..,.,-;-. ~,..
-
/
::
:. rit')" Lr'l~
"1
1;[
I ~
/'
r,
(y
~
...-
~
(l,
v-' .
.1
~~ULCH 5' DEPTH
TILLED AND LOOSENED
i'lA™ SOIL Il<\CKF~l
FtRTIUZER TAffi,ETS
AS SPECIFIED, PLACE
UNIfORMLY AROUND
. ROOT \lASS BETII'EEN
" , WIDDlE AND BorrOM
", or ROOT \lASS,
UNDISTURBED s()IL
2-2')4' SlAKE '11/
LONG TAPER IoIIH. 18'
INTO UNDISTURBED
SOl
4
A'I D~{'$ SI""oi t:e +e,"r :tee \l1.'~"" t'~,?r:c"-''''I 2v-"')--": :c!;~~!S os oe ~~(' --~(',ffC('~~-l:;"'s $iJe" fc')~;o"$ ir (('r"',U(1(tcl'"1 t,
/'
WULCH 3' F'R()I; TRUNK
:'
,j
/
"',,\ '-.t.....~
/
_/
/","
//
,/'
,,/
, ,,/ ",///
///
/"
/
j n10~z~ (I' 'I)
4
~-9'
J
w
/'
e,,:;~;\s€
5
/
/
/'
6
\1\ ~ . (" "...
.!; "c t e ""::"e~eC- W ('-?:f:r
"' ';'C IC~ ':~
/!I,
") v
n .
~-,'
-'
2"X1')(4' CROSS WCMSER
,f: .;,:' .' e \.,(r(.:i( Get '--::c,.I~:':'cr
~
/'
,.... "E C'"e--t (.,f (; (Jls>...~e;c"I~Y
/'
~~0. /
~c/~t/
G? <5^' ,
e
; r.o "'I
<:llr ,
. ,11 i
LIJ :
~ (,:."1('$ shorl n"'e-e: t,2€, :on~-:::Ir'c
c"d "€-p ~](:~0 C1 t:1~ ":....I+,,.;C-'C"'8
'''-0 so:r-ir<;:j SP€C:{'~.ot:('~::;
\JC
--/
$~.a. ~>11TC 0" p.jS"'S
"'C 'BE e.~lt) nEl ,\l':AJ:1'
1'.....
! '~
I '"
I
/
-'
.(cr (':.'\,re ~c r't~,.Y~
(j.
tx"
'~ '
Yj
II
1)1
, i
s~~/
~0/
0.cf//
rJ'';),''ICQff
--~.~.
l
t....e Cq/ P'"'Q;~tt 1'1cr;oser
l'
ere
: ce-se$ J('
p'~'':crqr
12
~ j
/
S!.i-';KFtl\J:~; "Rn,~-f-o
/
14
r(')
,Ct .v
'0
/
DI::j:('''''';:'~''"<:: €~ s':"'( I
1 ~,
D'CI"; S,J"" v "'~)Ci 111,0 f;y' G ceo C'"'C: Of tw.Q ve
(12)
~10r~"",s ire""',
.; ; ...~
p-i':"AC.t-II~''i''~ T/~C $,Li ~-[Nr:~~S
, /. /_-
, ,. :;rr f',')
'6
(';),~ 'cdcr D~ 0" J(' IC"'("'3('('~;~
/"t"\~'e" c ~$f, 1"./1 C,"
\!
---.-.----". [dT -,- -'l.w"-
/"
/ //J>
/// <J "-
/" ,
,/'//
/"
~/
,../
A.'
p .,~'::~ 'tMt E"r>;"D
Pt"-S"7 Of T....E
Sf cCi' C tEN"C'f.
hiS G'i 'fh( EN:!
OO~, 1 Of' "'i~
r P;'S;T ~ t.:\Ci:
De
-~- ~'fr?l~ ~ ~~; ~ ~
:5
~,
1'-' ~rl1 $~oP.':" CC t"c""s
;
/
19
N':.l C;;,^1-,;t.:tc' :ce"'~'f::.'(,'~ ,-~i s'-:;"'[, 51-:C' t.~ rli,;1 '-' +'€l~ C"-' 7' if!' P,C,,{<:~ €,C~;:\ f,,;' t 'e p'\:-Je:::-t It'fv r~;' 0~' ~r~
IUj',6t SO"'r-
P\'\ST~; j.-t ~i""S"
li,;J OI'(;p!::'r3 'N
t'"' C:'.. Q(~I(W 'Sf
;')jo:J-E, ~;'C1 ro
:::~: ;'1"[ A rlCh"t
S[A_ Vf'fl, n~t
A""I'y ex st '""'s '$--:d c~eCls "'(J~ 01 e l.....r/t";e:€:Ss<';t I i ~''!;LJ;be-; ~;~ ~S ~r oe ,c--c-sccc~ I~S1cliottc.n 5'"'-:'1 i bl/..\l (f;3-:.dc~,;d k
".,., '.'1 <'.- eX''Si '>",,;
"'n
':v
Ex's,'r:'J 'See 5-'-::;1, CI? ~f"""\:v>::':~ G>;: ""0::evs:;-y t:: ar~':.-\;{-rlcdd;: ~E~\ .; ~I{"'i"~~:;
:;~ 9' :,r>' to~,I€-!
21 Qrcr"" 1.CC' ets
~-~..
21 gr- -:;r'i tGDle~S
<;:-'.
-'
"ffil1:'7 /
L1
7
, ,-e"
~~ - 2" gi'J'Y' tob:~ts ec::'" 1/2"~' :'".:"::e;
(')~P::C'l!)i\<i o~ ~\}~O!-' ""10 ~'.~S
2"
P<Ji~~ S
7 -~ .<. I
taCit: $
<} j'~
, I
"_.,, , -I;;
GP.C~~DCC,~q ;~:AS
',--~~~__ ______~__~_..n_ __.~. ____ __~_~_~__._~~~"~~~__._"__. __ _~~~ ~__ ~ __ ~ _. ~~ _~__~~_ _,_ __ ~ __~_ ._~_~_~____ _~.__ ~_._~~ _.__
LANDSCAPE PLAN
'~ -; ~-;
J!?J!?
ffii5
~~
~~
II
~t!5
~~
cc
~~
00
~~
~~
s~
~"
"
ON
... ...
Ctw>-V)-czV)
..
~
."
-
~
J,
~
- rt
"c
~
d
j:::l
iJ
d
u
V)
~
'"')
c
0)
Vi
"
j:::l
c
~
d
'-
~
CJ
~
aG
O::~
<...J
~~
~3j
G~
~8
a
()
~
(~\l".il
Pl.)
~
...:
dC
z~
,g-
o 't
...,
x
c
u
ci
l::J
Z
W
<t
X
X~
c>
u:>
...1:>
Vol,
u,
ell -
<to.
X-P
..J-P
~
I
m
~
a::
~
"')
'6
Qj
oX
U
"
s:.
u
-
~-e
QI ~
.
()
z
-
...
Z
00<0
CI) ~~
0::: 0:: ~
W5(S
>~C2
...J tu 9
<( 0 L1:
J:~~
.~~
(!)
~
<(
(!)
o
c:
~ ~
C)U') (1;
.g f5 :8%
~~U') ~~
<C - 0:::0 L.. I
c..!) .."
~~~ }~
~ ~~ :!~
~ zU') 5~
..W I t.L..
c:~
o zU') 0
l"g 00::: ~~
. .9~~ ~t
11111111 ~ ~ ~~
11111111 ~ 0... ~~
IIII ~ ~
~~~~
~rU
<(
~
S
H
E
E
T
OF5
5
---l
~\
...
U-\\
/
~
J'-li
,
\
\
..
p, _.J
:..:-----