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LEGAL DESCfHPT ION:
L.urs I nmu 5. GLOCK 1, r~bVlSFU MM' ilr' (;1 [AF\'....^ IEI{ BEACH, AcCCmDING TO
THE P L. A T r H E fl E U r:; A s nEe U R IJ E DIN P L A r 1300 K I 1, f' AGE 5 0 F 1 Ii E PUB L r c
RECORDS OF PINELLAS COUNTY, FLORIDA.
NOTE~3:
1, SU(3JECl Pr"(OPErny I.lE3 rrl f LOOD z()r~EAE. BASE EL.EVA1ION 12.0, YE,
BASE EL[VATlOI~ 13,U litH) '1[, 8/~SE [LfVAlIm~ 14.0, PEf~ '_I,re
MAP 1250'J6 !Jonl D, RFVl';EU Oa/19/91,
2. lHIS sunvr! \o(AS Pf\FPAf~FU \o(IIHOU' TilE: BENEf1! ('r A rIlLE SEARCH, AND
~1AY F3E ~3UI3..JfCl TO i:^SEtIEI~lS AND U11jER HAl r[p~; (II RLCurWS,
3, p'WPFr~lY AlllJlIESS: lit f:'OHE;I~SET SfnEEI, ClEAPI"AIEf"I 1:1E.^\CH, FLORIDA,
SURVEYOR'S CERTIFICATE:
UATE:
02/11/94
V,l-
r HERE8, CF:HTIFy THAI 1 HAVE RECEIHLY SLJr~VEyr:[) TilE ABOVE [)ESCf~1BE[~,"',\\\\\\\,
Pf(OPU'{. TY ^. W) THAT SAlD M30VF ("Il(~UNU SUI~VFY MH! SKETCI! ^,~F. f:cr~U~J~;~f:t\'Nmg'ltJ:\\
C()f~I~[CT 10 l1iF nEST OF HI' l,rW\o(l[:.llGE At~[)_BEL]F:f M~D IHAI THU~E~:1irlFi'}:J;\'r"',.<':~~lJ..I/1
n~CIWACHMEIHS EXCEPf AS SHO',m, I HH~II,ER Cf.rnlry !liAT 1HIS ~1'.:ifJY\i:h,'\' rCI/,\,../~,
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Michael D. Mallott.
Or-an']c !Jell. & Gulf COdelt Hc:devel.Q[:m.ent
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PROPOSED USE
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SETBACKS
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11480 SJ. (52.5%)
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28 SPACES 15 SPACES (1.0 SPACES PER UNIT)
* A VAr~IANCE Fr~OM CODE OF ADJUSTMENT
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246,3 EN lERPRISE ROAD
CLEARWA lEr~. FLORIDA .3316.3-1190
LUJ9 :j'J=l'J~"(:}
CLEAR'NA IER
TAMPA
(727) 197-8982
(81,3) 22.3-1.3.3.3
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1-1/2" BFPD
6" DOUBLE
CHECK VALVE ASSEM.
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802 N. BELCHER r~D.
CLEARWATER, FLOr~IDA .33765
PHONE: (727) /1-4,3-5544
MANDALA Y SUBDIVISION
PB. 14 - PC, 33
!
BLOCK 4
LOT 4
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THEr~EOF. AS RECOr~DED I~J PLAT BOOK 11.
PAGE 5 OF THE PUBLIC r~ECORDS OF
PINELLAS COU~~TY, FLOr~IDA.
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WIDTH, SEE NOlES 5 & 6 BELOW ~ -[~
TYPICAl. SIOF.WAI.K PLAN 00uT~L (~9 J~x~~C~~
.
J ~~. ?~R~6~M~~~I~~ S,T~. '. '.
r TI:7'~h}J;ti:;(~~:;i v;;,:,l
FXPANSION ,JOINT smUCK ,jOINT
HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED
IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MAUNAL ON UNIFORM
TRAFFiC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS.
NOTE:
Ail povelTlent markings to be thermoplastic.
\VHITE BORDER
& SYMBOL
BLUE BACKGROUND
r HANDICAPPED SIGN
/' SEE INDEX NO. 1\9
BLACK BORDE.R
& LETTERS
WHITE BACKGROUND
RAMP DOWN
SEE iNDEX NO. 109
CONC. WALK
CONC. WALK
~~\ (fA;; .-
,.', ~:~0illi ~
~'r/;;.\:r~' ~l::<,j;;.': ~
BLACK BORDER
& LETTERS
WHITE BACKGROUND
.
I
I
1 r o. WIDE TRAfFIC WI-fITE
Y STRIPE (TYPICAL)
WIDE TRAmc BLUE
STRIPE (TYPICAL)
ALL LEn ERS
1" SERIES "C"
smUCK ,JOINT
4'
~ · SEE NOTE -l R/W 24"
~.,~. .~. ,&;6':-] ,1 -MINIMUM
I ~. . ,{,. ..r=~
r----- . ,. 11 j
~ _.' 50 MAX. '.
COMPACT
. .-.
TYPICAL SIDEWALK SECTION
"
\" TRAfFIC WHITE;
-.'-"
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NOlES:
1, SIDEWALKS SHALL HAVE TOOLED EDGES.
2, CONSTRUCTION JOIN1S SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY.
3. EXPANSION JOIN1S SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB.
4, EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS
5. SIDEWALKS TO BE 4' WIDE EXCEPT AS OTHERWISE NOTED.
6, SIDEWALKS ABUTTING CURB: 4' WIDTH, W/EXPANSION JOINT AT CURB.
5'-0.
u
1
12'-0. 2. (TYPICAL) ~j
17'-0.
SHOWN.
f}.') N 'J it;:.:' (~:j I Of: '1'1 :\l.:< ,,}(j r I=J (; t IJ.,J' (lfJ N U i~' (:\1 L
iU\rIUI'J:\;J ;l:\;l:<IN(J3;J:\fJ~
:j'(lU;Jlrl.fJ Uf:'(:\ll.
CITY OF CLEARW A TER INDEX NO. 118
t
1'-o~
I
...,",.,',....,..,....,.,...,-~v-
':,: /
->[ ~
-L
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALUMINUI..4
2-1'-0" #5 REBAR @
6" FROM EACH END
CLASS 1 CONCRETE -
II
PARKING BY :
DISABLED
PERMIT
ONLY
3"
I.~ -
6"
-;.;o_
--
......
"
lil
2-#5 REBAR -~
r "..
I- g" ~
P/7'T/7/ V77:
V/;A// ///~
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1255 FINE
F.S.318.14
(}I
.
-~------_: !
2" HOT DIPPE.D GALVANIZED
STANDARD WEIGHT STEEL PIPE
;Jil~(J:\:j'( ~l'/n~~l.:j'(I<<J;J
l E N G TH 6' - 0"
iH\rIUlfJl\;J ;l:\iU(ItIO 3ltJN '!J~'(1\11.
CITY OF CI_EA,~W A TER INDEX NO. 119
J~:~/~.\k~tr+\ . ~[Ylf.Lj~J/'~\U~~,
;', , ".. . C:'.I Ic;,'. ."' . .
:: -::,'~ I I, ~ :: -:: .
.' .' '.', " " I I " '" .
II i · ii ~ ,.c I 1,-: j;---~ ~ v- 8"X2' -6" CONCRETE MASS.
I-I i <J I I V' i FINISH TOP OF MASS LEVEL
- - '--'-l . 1- - ! - N WITH A SLIGHT RAISED WASH
I I I. --., I I. I I. APPROXIMATELY 1/2" ABOVE
, ! .-- I 1:- (}I, LEVEL OF TURF/SOD.
I: ~ :1
L ~I -l,-
-{ 8" t
POST
SIL T STOP
A~:s'x2"x2"
a ~ 12"
C ~ .' - ,~'
D ~ 1~ x 2~
SIL T STOP
//. I
~((
, -: . .'~ ijI ----' I "I
. ., '--:--. ~4 /;
.'.~ '/ ~
',:.' .'~<<<<
RIBBON BARRIER I
.-2/3 DRIPLlNE ----.~
POST
~
~~
-~ 1
J~\- :
::-- r- '" i
/' "" -.1. '
.:: . f ,,~
~c ;..
.1/ :~~!
\,: rfl4
lJ~~-~
WOOD BARRIER
-------- FULL DRIPLiNE - ~
l~~L~(8AC:LL
~ ~=.'~-~~
11==1 . 1== -- I ~ i == '= 1_ 1 ,== ! --c
~m'lT ~-=iT===' ,1== = 1 i== 1
'IT' 'T' !;Vi-'-NATIVE _--~-~==' -V -=NATIVEI ==
~TTT--'--GI'-J ii SOIL i --- ii-T --'I - TI-- :501 L,- '-= T
~: II, I I ,." '- '. -'--.1= I ~-' '==1...1--:-' '-'_LI__
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'-- -....-
f'..-------
I r
I A,
I 1
I
,
I
~
M;::(:IOO 'J;: HI:} i:U...U\(('JU
f:\!JiU'~ ~;::~III~U::li '~')~I'nt'JL ~~'i:\lL
FULL DRtPLlNE
.
;...-
NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS
THROUGHOUT TIME OF CONSTRUCTION ACTI~TY
NOTE: YOU !J.A.Y USE EITI~ER RIBBON OF \:...oooEN BARRIER FOR HARQ',..QOOS OR PINES,
1" x 2" x 4' STAKES
(MIN, 2 PER BALE)
/~
""1:LA..li6.~!f.ilt
1. TO PROTECT ALL THE ABOVE GROUND PORTIONS OF THE TREE FROM IvlECHANICAL DAMAGE.
2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE.
3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRESENCE TO EQUIPMENT
OPERATORS AND CONTRACTORS,
TO !.J.AI<E IT WORK
1. PLACE NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR,
2, PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANCE FOR SURVIVAL ARE GREA TL Y IMPROVED!
SPEClF'ICAnONS OF iNSTAl LING A. BARRltft
1. MINII-AUM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 OF THE DRIPLiNE OR 6', I'MICHEVER IS GREATER
13, PINES - DRIPLiNE OR 6', \VHtCHEVER IS GREATER
2. METHOD OF ERECTION (SEE DIAGRAM):
A, MINIMUI-A HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2~ x 2" LUMBER.
B, UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12" BELOW THE TOP,
C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' - 5' INTERVALS
D. HORIZONTAL MEMBERS OF NO LESS THAN 1" x 2" LUMBER,
8F..FORE ;:-FJ~!J.I r
1. BARRIERS ARE TO BE ERECTED AROUND REI-AAINING TREES BEFORE CONSTRUCTION, GRADING. OR ANY
TREES ARE REMOVED.
2. BARRIERS ARE TO REI-AAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS DONE AND HEAVY EQUIPMENT
IS OUT OF THE AREA.
~
~AP
.~
,-
-~
~~
~
~
ROLL OF 12-1/2 GUAGE
WELDED FENCE. 2" X 2"
MESH 8" - 10. DIAMETER
FILLED WITH 3"STONES.
r-
~~.~.-
~~
~,.......- HAY BALE
(TYPICAL)
~PACER
BLOCK
~
l'
- '=rT ~TTk kTTI:
TTT1- , '-=11 111-
V V
kr-
~I'
V
NOTE: BALES OF HAY AND SOD,
SIMILARLY PLACED, MAY
ALSO BE USED.
:1;\"( tl;U..~ :}IL i;\ (1'):1 tl;\;liU;::;1 ~~i;\lL
ALL SEDIMENT CONTROL BARRIERS SHALL BE IN
ACCORDAN CE WITH APPLI CABLE ENVIRONM EN TAL
REGULATIONS AND CONDITIONS OF PERMITS,
(~M~rJ;I;UI.( .:j;::OIM;::Ui i;I;\;J
;\i t';lJ;nJ 1~1t.~'i
~it0310ll :!4:j~Oh~;I~rr( ,fJOll'(Hdt,:j O~'(:.\lt:j
(it~:~tl:\HfU~:\O;:: O~'(l\IL
NT.S.
N.T.5.
a'..,)" !}U" AC':<<':J MANHOLE .,...
/YEfif
/'
(/~
r~.".."~'~'~w~'~."'''~* .; t) N'; a ~ r ( :s 1... A ;)
\ iUIII'OilC(!) .~. CWJ ',UV. -I 111",~ CONe REf E ~- -..2'-0" · hS" ~IIOC~'llm il
l~.~~~
YO LIHH!
<<':"<']~'~):$':;:$"'f):;,~>>^ ^,t:'........~, ~ .."A ~ A'" ,....': A A~A A A./A ~":A>,(:
~/.~~~~~~~~~~f~t~J~~~0~~~,~~~1~~.~
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DESCRIPTION
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'GO t HlU ~t; (J ~ leJ .(J 1'1 J !. ,;::t J61 ~I ,;::,;:: ~ is
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5'-5"
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o
f-
4'-1"
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(/) 0 C nl
nlL-Ct::
g d~ 51 h ;:=;: l tLf~
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\j 111 L ~:ot' 0 1-'t~:: ~,o;;, 20'
IrQ ~~#4 B~rs
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SEC nON
TYPE D
Recommended Maximl..HTl Pipe Size:
3'-'" Wall-24" Pipe
4'-1" Wall-36" Pipe
INLETS
;/ CAST IRON
!/~ERMITTED ON
GRATE NOT /
INLET TYPE D
~c Of Grote
I
~~~-~i~~
~~r 2iJ"I~T
2.:'...j +-
HALF SEC nON CAS T Ir~ON Gr~A TES
~~~lL
~~J l-
4 -4g
I. I
- -;--lfTfT1TfTf....-'~TfT{-T
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~ ~. ~ g W,fTfTfff A-,+mf c
<-t lil LD rtltl+:{Jffff}ffff-uf} ci5
~. ~ It}f if,f if if''{ if rHf}-
---
TYPE D
Straight Bars 2"1i
Reticuline Bars 1~' X 1i
Bonds 1~ x ~
Approx. Weight 180 Lbs.
NOTICE: Steel Grates Are Required On Inlets With Traversable
Slots And On Inlets where Bicycle Traffic Is Anticipated.
t.
1
. [~Cleanout PI~g
~\"::J .~~ '/lV/</WN
.
N
.........
LI- 95/8"-1
T----~~~
4'-4"
"
co
I
2~
- ,--.
n!+
2 '
_--.!.
6" or 8"- 1/8
LC
~EJ
,\--. i
Bend fi _
y
Sewer Main 7
13 1/2"
3'-0"
8"
~I--
.
(D
I
~
8"
.:-
-- !+
Concrete Pad 4"
Thick x 1'-6" Sq.
NOTE:
Cleanout plug to be
U.S. Foundry 7621
or equal.
-
10 5/8"
9 7/8"
.
co
-
PLAN
4'-4"
51-N1, 3'-0" 1~~1
==-=--,,1)
~ Grote7 c +- >!+ r
-f L CI. 1 '-..... Eye Bolts
_I-- r "~l 1 See Index 201
"co + -~t.-q #4 Bars
-~ @ 12" Ctrs,
SEe nON
TYPE E
Recommended Maxirnum Pipe Size:
3'-0" Wall-24" Pipe
4'-6" Wall-42" Pipe
I 3'-4" 1, 2{
:-~j ~j ~' 1'-~~ ~_1~~:~ ~11-
'l'N/FN/'>'//lI'Fn'N/I'///nlT/N/ITN//""//I'/'T. -
-, ; ~; ~
i ) { )
~o:tl .' l; )
~. ( J
II: r::)
~ -1 ~ ~ ; i
I
">;j-. r.~<<''''~(<<'''''(~<I;<<'((<<'<'((<<'<<<'(<<'<<'~
;.-,..,. I ~;
~( ){ )
r- [ ]( )
I ~ ~ ; ~
~ ~; -;
" .-
~-L I 3' -4" ~ ';-N'!
-~jL~l -~~' 1l2iT
.~
I
.~
TYPE E
Approx. Weight 465 Lbs.
CAST
IRON
GRATES
...
Plug
(See Note)
I.
:c~
~ V/
~ n
t
I I
8"
....
I-
~
CLEANOU T DETAIL
ClEANOU T PLUG DE TAIL
3:.\lU'(:.\:t'{ 3~\I.I./~il '(Jl.~:l~IOIJ'( O~'(:\IL
CITY OF CLEARWATER INDEX NO. 304
See Index No.
201
..d1~IL
.
Varies
I
.----^.r
~ ~~ ~;C~~I';i'OI
L I@~/ &' . rr-;' A
\ I I ?
~~-- ~
-- - -- =-----
~
PL,\N
Cloy Or Cement
Brick Masonary
.
-::t
,
fO
Square Bottom
Permitted
V:( / Bottom Of %
/ ~ Corbel ' /
. / -
8"-/ ' 0, ;~" 5~::PiP' ~ - ~
12" (0 -- --vJ1-- 12"/
f t~~ I
6" -, 'rY;~~.~." /~ I
~~~. 44~~,,-,'~'(;.;4~1 LT
"~"~":.,:,~'. '..~", ., ,:~~. ,,'.'I~
~;ECnON A~A '-"G"
..c
" +'
;-J ij}
a
SI-,allow 0'- 4'
Standard 4.1'- 6'
Deep 6.1'- 10'
~I?P 10.1'- 14'
,\
2'-6"
3'-6"
3'-6"
3'-6"
c 101 f
4' Max 3'-6" 24"
6' Max 4' 30"
7' 10' 4' 48"
7' 14' 5' 48"
E.W.
E.W.
E.W.
E,W.
Jrl
8" #3
8" #5
12" #5
12" #5
ITI
G
at 12'
at 10"
at 10"
at 1 0"
Max
Max
Max
Max
NOlES
1. All conc'ete to be 3000 p.s.i.
:jC(OH.~,1 3~'i'I~;ll~,I:\N::I(j1.;:: U~'( :.\I!.
CITY OF CLEARWA TER INDEX NO. 202
GENERAL NOTES
These inlets ore suitable for bicycle and pedestrian areas and ore to be used in ditches,
medians and other areas subject to infrequent traffic IDadings but are not to be placed
in areas subject to any heavy wheel loads.
2. Inlets subject to minimal debris should be constructed without slots, Where debris is 0
problem inlets should be constructed with slots. Slotted inlets located within roadway
clear zones and in areas occessible to pedestrians shall have traversable slats. The
traversable slot modificotion is not adoptable to inlet Type H. Slots may be constructed
at either or both ends os shown on plans,
3.
Steel grates ore to be used on 011 inlets where bicycle traffic is anticipated, Steel grates
ore to be used on 011 inlets with traversable slots, Either cost iron or steel grates may be
used on inlets without slots where bicycle traffic is not anticipated. Either cost iron or
steel grates may be used on 011 inlets with non-traversable slots. Subject to the selection
described above, when Alternate G grate is specified in the plans, either the steel grote,
hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the
plans stipl.Jlate the particular type.
4.
Recommended maximum pipe sizes shown ore for concrete pipe, Pipe sizes larger than
those recommended must be checked for fit.
5.
All exposed corr,ers and edges of concrete are to be c.har~fered
6. Pavement to be used on inlets withol..Jt slots and inlets wilh non-traversable slots only
when called for in the pions: but required on 011 traversable slot inlets. Cost to be
included in contract unit price for inlets. Quantities shown ore for information Dnly,
7.
Traversable slots constructed in existing inlets shall be paid for os inlets partial,
and sholl include the cost for slot openings, paving and any required replacement grates.
8. Sodding to be used on 011 inlets not located in paved areas and paid for under controct
unit price for Sodding SY.
9. For supplementary details see Index No. 201,
".(;J~ "f:" '!J1(fJ;'1 Ulj'r(d.',. INti~'( i!l~C(:\IL
S rEEL GRA rES
DIFFUSER BOX DE fAil
r./;J;:: "'!.l" OI'(fJH tl(j'('(fJ..;lllll.f:'( i!l~'(l\IL
F.D.O.T. INDEX NO. 232
~~I'JI:I ;::;::;U ~lrJ
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'lil1.! ,-'}.... J.... -.'..... .......~~. ~ r\ 'J.... :(1"').'. .~~ il' .'Ir'~
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802 N. BELCHER r~D.
CLEARWATEr~, Fl_ORIDA ,3.3765
PHONE: (727) 44,3- 5544
l.;UIO :jUit'Jt;:./:j
246.3 EN lEr,pi,ISE ROAD
CLEARWA lER, FLORIDA 3,.376.3-1790
CLEAR'NA lER
TAM P A
(721) 791-8982
(813) 223-4,3.3,3
F D,O. T. INDE X NO. 232
DRWN BY:
D,E.C,
09/02
09/02
09/02
DA TE
DSGN BY: D.E.C./T.E.B. DATE
CHKD BY:
T.E,B,
DA TE
CAD FILE NO,:
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COASTAL CONSTRUCTION LINE SETBACK
SIDE SETBACK - 10'-0"
SEAWALL LOC\ liON IS PROPOSED
iO ALIGN 'vVITH iHE EXISilNG
SEAWALLS NCRTH AND SOUTH
OF iHIS PROPERTY LANDWARD OF
THE EXISTING COASTAL
CONSTRUCTION LINE. IT is BEING
REVIEWED WITH THE STATE OF
FLCRID,A.
BEACH AREA
CODE REQUIRED SETBACK - 25'-0"
----------------
PROPOSED SETBf,CK - 10'-0"
I SITE DAiA TABLE
L.AND AREA (sq.ft.)
(ACRES)
NUMBER OF DWELLING UNliS
GROSS FLOOR f\REA
(INCLUDING GARAGE)
PA.RKING SPACES
REQU!RED
PROPOSED
TorAL PAVED AREA
BUILDING HEIGHT
IMPERVIOUS SURFACE AREA
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/0
21,885 sq ft
050 ACRES
15
62,692 sq ft
SHEEll~~DEX
PROPOSED:
3 UNlfS PER FLOOR
5 FLOORS OVER PARKI~JG
rorAL == 15 U~~lrs
SITE
1
A-1
A.2
P -1
P-1.5
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SURVFY
ARCHITECTUR.AL - SITE PLAN
ARCHITECTURAL - BUILDING ELEVATIONS
CIVIL - 51 fE PLf\~J
CIVIL - co~~srRUCnO~J DEf AILS
CIVIL - LA~JD~)CAPE PLAN WI srORMWA fFR
3 .STCRY FRAME
(GROUND FLOOR Pf\RKING)
LOCATION MAP
Tll. <1 3/4'1
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ONE STORY MASONRY
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IRRIGATiON ro BE PROVIDED
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EXISTING iELEPHONE POLE
AND GUY WIRES TO BE RELOCf,IED
EXISTING FIRE HYDRANT
b
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SPRINKLED .AND IN COMPLIANCE
WITH NFPA REQUIREMENTS',
EXISIlNG STREET BARRICADES
SOMERSEf DRIVE - 40'-0" RIGHf OF WAY
-----------------~-------------------------------------f----~--------------------~~------
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1 02 ocr. 2002
2 15 ocr. 2002
3 18 ocr. 2002
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1.
THANSPORTAflON IMPACT FEES SHALL BE PAID
PRIOR TO ISSUANCE OF CER TlFICA TE OF OCCUPANCY.
FIRE FLOW SHALL BE IN ACCC)r~DANCE 'NIll-i APPENDIX B
OF ll-iE 2000 IN TE.r~NA nONAL FlRE CODE.
KNOX ENmy SYSTEM SHALL BE PROVIDED PEr~
PINELLAS COUN ff Or~DINANCE #98-4.
THE COMPLEX STAFF SHALL MOVE HiE TRASH DUMPSIEr~
TO ll-~E STAGING AREA PEr~ HiE SITE PLAN.
THE r~EQUlr~ED THEE PERMI TS SHALL BE OBTAINED PRIOR
TO ISSUANCE OF PERMI TS.
THE FINAL PLA T SHALL BE r~ECOr~DED PRIOR TO
ISSUANCE OF CEr~ flFlCA TE OF OCCUPANCY.
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1.
5.
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ZONING DISTRICT
PROPOSED USE
LOT AREA (SQ, FT, &: ACRES)
BUILDING COVER ACE (SQ. FT & % GROSS AREA)
SETBACKS
FRONT
SIDE
REAR
HEIGH T
\'t1111 BONUS PRO\J1SIONS (IF APPLICABLE)
PA\1.D VEHICULAR AREAS (SQ, Fl &: % Of SITE)
OPEN SPACE
TOTAL FOR LOT ($0, FT. &: % OF SITE)
FOR FRONT YARD (SQ. FT,)
PARKING LOT INllRIOR lANDSCAPING (SQ, FT.
AND % P A 'lED \itHICULAR AREAS)
PARKING
REQUIRED / Al LOWABLE
MHDR
RESIDENTIAL
15,000 $,F, (0..34 AC,)
N/A
25'
10'
IS'
30'-50'
N/A
12503.5 SJ. (25%)
870. SJ, (10' X 87)
1,423 Sf. (10%)
PROPOSED
MHDR
RESIDENTIAL
21,884 SJ, (0.50 AC.)
11480 SJ, (52S~)
10' *
10'
10' *
59' - O. .+:
14.229 SJ. (65.0%)
13,68.5 SJ. (27.1%)
810 SJ,
4,16.5SJ. (29.27%).+:
SECTION 5: TOWNSHIP 29 SOUf}!, RANGE 1.5 EAST
,
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MANDALA Y SUBD/VlS/ON
PB. 74 - PC. 33
BJOCK 4
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DIFFUSEr~ ;JOX
GRA TE E = 5,00
EX/STiNG (3) STORY
fRAME BLOG.
(GROUND FLOOR PARKING)
LOT 3
LO T 1
BLOCK 2
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VACA TED R/W
PER RES 30- 4-21
LOT 4
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EX/STING (1) STORY
MASONR Y BLOC.
(STORAGE')
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166'-J 1/f
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ALUMINUM POOL FENCE
.3,5'HIGH IV/PICKETS
€} 4" ON CENTER
HANDICAP PARKING STALL
. r~ER. CITY OF ClTWR INDEX #11a I.W.
-~~= ~
~~r.'..:.... ~ I.....~...,'.... ~'" (3D ~ ~I-' .) r]\ [1 I, ~ ~ -=- :
~~~ " 1--1 IJ v I" v \0/ ~ f ~ I
~ ~ ': I GRATE INLE~ ~ ~ EDGE OF TYPICAL . ~...I;.;.',.'". ~ .~I.
, ,GRA TE EL, - 6,40 " I FLOORS ABOVE . 0: C..:)
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f- Ct: - 6'i[)()lJBLE Vl~ CLEANOUT - ~ -
13~! i ~ i CHECK VALVE ASSEM,.~ ,1/2" BFPD EXI~~E2~D0~DP, ~~I~?D~~~/:T::T 26';t ASPHALT PAV'T
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ROOF DRAI S SHALL E
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WATER VA LT
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PB. 11 - PC. 05
REVISED MAP OF CLEARWA TERI BEAC;II
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ZONING: MflDR
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DESCRIPTION
BOUNDAr~Y LINE
R/W LINE
NUMBER OF PARKING STALLS
SANI T ARY SEWEr~ LINE
S TORM SEWEr~ LINE
WA fER MAIN
!.l!!:v::\L LO~:}:(;j'U;>'(lfj~J
LOTS 1 THRU 5, BLOCK 1, r~EVISED MAP OF
CLEAr~WATER BEACH, ACCORDING TO THE PLA r
rHEr~EOF, AS r~ECOr~DED IN PLAT BOOK 11,
PAGE 5 OF THE PUBLIC r~ECOr~DS OF
PINELLAS COUNTY, FLORIDA.
\.. sc.lERSET STREET
> SIIE
CiJ,48RlA STRtET
EXI$ TING
PROPOSF"Q
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->--
..
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-- >--
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GAS MAIN
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:n II i!,) ~~ . .....J:U ~ ~ 1I'.J
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PALM TREE
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TflE SOMERSET
i A CONDOMINIUM
C,B. 41- PC, 29
- -j
'-I. EX/STING (3) STORY
MASONRY BLOG.
(GROUND FLOOR PARKINC)
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28 SPACES 15 SPACtS (1,0 SPACES PER UNIT)
+: A VARIANCE FROM CODE OF AD,jUSTMEN T
BOARD IS REQUESTED
UNKNOWN TREE
\/ICINITY SKETCH
:1 ~ 'I J
DA IE DESC:~IP110N
& REVISED/ADDED PER CITY OF
10/021" CLEAR WA leR REVIEW COM MEN IS
1
1
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fBYl DA lE
1 1
1F
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1 1
1 1
DESCRIP nON
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D.E.C.
-,
11
11
I 1
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DATE
09/02
09/02
09/02
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-~d)t'( ~ ~ouriNE,' P,"E, #47149
F"\-ORjDA REGISTERED ENGINEEr~
;J~I')~J~'}(
D,E,C,
DRWN BY:
DSGN BY: D,E,C./T,E.B. DA TE
~:JeJ 1:1 ;::~HU :le3
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L:UIO :jIJ;l'J;::'{;j
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JJ I',. LI' .--.: ..]) .-t..} J i C!..J 0 ----6 ~ ~ ~ J ~
802 N. BELCHER RD.
CLEARWATER, FLOr~IDA ,3,3765
PHONE: (727) 44,3-5544
CAD FILE NO,: 661BPREL,DWG
SCALE: AS SHOWN
T.E. B,
CHKD BY:
DATE
246.3 EN IEHPRISE HOAD
CLEAH'NA TER, ~LOHIDA .Jl16.3-1190
CLEAR'NA IEH
TAMPA
(127) l'll-B982
(81.5) 22,3-1..B.5
SHut
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1'-0"
NORMALLY 48'
" '
MAXiMUM 50'
WIDTH, SEE NOTES 5 &: 6 BELOW ~ -[~
"'A EWA K P AN EQUAL TO SIDEWALK
T'(PIt... L SID L L WIDTH (6' MAXIMUM)
~ ~~ L~R~6~M~~ZI~~ ::: .~~ '"'" -;-
-d-~'~11...j'.'~'''~1 T0.~
1~~":~".;:"':,;..II',:;},':.:'l~ ";;',::.\;:;..IJ:':,?,'~',;~ :;.~;}"i;\:h' ":'.j;.:~:: "'
F"XPANSION ,JOIN T S TRUCK JOIN T S TRUCK ,jOIN T
HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED
IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MAUNAL ON UNIFORM
TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS.
t
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I. PARKING BY
, DISABLED
PERMIT
. ONLY
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2-#5 REBAR -(-~I III
I III
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V7T/TIV7/:
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6" FROM EACH END
CLASS 1 CONCRETE -
3"
r-~ "
--=--I~
6"
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/a" THICK SHEET
ALUMINUM
N01E:
All pavement markings to be thermoplastic.
WHITE BORDER
&: SYM BOL
BLUE BACKGROUND
I
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Lf)
/ HANDICAPPED SIGN
/ SEE iNDEX ND. 119
BLACK BORDE.R
&: LE11 ERS
'NHITE BACKGROUND
RAI~P DQ~
CONC. WALK
-~
CONe. WALK
BLACK BORDER
&: LETT ERS
WHIT E BACKGROUND
SEE INDEX NO. 109
'$255 FINE
F.S. .318.14
<Jl
,
I
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! ~ 5. WIDE TRAFFIC '/MITE
)/ STRIPE (TYPICAL)
l~;:;;:;
~5' W1DE TRAFFiC BLUE
/ STRIPE (TYPICAL)
ALL LETTERS
,. SERIES "C.
1 - ~-J.
-l I
(;, 0
. ,
I ---------_____________ '-
".....L , - 2" HOT DIPPE.D GALVANIZED
fr STANDARD \,yEIGHT STEEL PIPE
,^ 'I;', i I ~", i t_,j(i<\.lli\J
:....~.. :::.J'.~.;.rrr I -' I ' .,.
: :. .:: .1. .~ i I ~ ". .::
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-l . 1--- - N WITH A SLIGHT RAISED WASH
-I I _ I I _ I' APPROXIMATELY './2" ABOVE
--- I I, --- ~ LEVEL OF TURF/SOD.
I: ~ : I
l~,,j -l <-
-f a" t
4'
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k~., ' ~;.,~,.~~,-k "MINIMUM
I 11J
' 50 MAX.
r " COMPACT .'.
\ T. RAFFIC WHITE
-~
; +
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LENGTH 6'- 0"
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P"'\
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5'-0.
TYPICAl. SIDF.WAI.K SF.CTlON
NO lES:
,. SIDEWALKS SHALL HAVE TOOLED EDGES.
2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY.
3, EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB.
4, EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS '/2" BITUMINOUS EXPANSION STRIP, AS SHOWN.
5, SIDEWALKS TO BE 4'WIDE EXCEPT AS OTHERWISE NOTED.
6. SIDEWALKS ABUTTING CURB: 4' WIDTH, Iov'/EXPANSION JOiNT AT CURB.
5'-0.
L
1
-'-
j'
12'-0. 2. (TYPICAL) iij
17'-0.
f'; t) ~ I 'f'; i*l~' I" ~ 3 I 0 ~'J'J :.\t ~< (}(J ~13' (~IIJ ..;' (I 0 ~I 0 l~' (:.\1 t
;H\~IOlf;:.\;1 ;J;\;l;<nl,() 3;1:\!(;~
3' (.u ;11 ~ If) '!J If:'( :\1 t
CITY OF CLEARWATER INDEX NO. 118
H:.\N !JI(;:\;J;J :\;U<lllf)31(j~1 !Jlf:'( :\1 t
CITY OF CLEARWATER INDEX NO. 119
POST
SIL T STOP
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11 :1 t I u '11, ~ se:4~::: 201
I r 'Nj jY1@ 12" Ctrs
'~~I'~ -.- TW -y~t I
L.
~ 0
o u..
C',
o '8
z z
x
. Q) "-
x '0 C
r./l 0 C 'v I "
.I!!~-Cl:: J" 4-4 y--5J
5;r, ~ 6 54 ~ r 3' - 0" ~ t4 '" 4
[,d See Index 201
-f- r _._Nl
, + -y '.-.-~ t 11.4 B rs
I)'J T ~- @ 12)1 Ctrs.
PLAN
M;::i:I')O ')F' 1~I:l(;.\lU\ (1,):1
F';.\tliU'; :j~Oh\t;:HI( ';'J~l'nt.)~ O~(;.\I~
RIBBON BARRIER
"'-~2/3 DRIPLlNE .---......
NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS
THROUGHOUT TIME OF CONSTRUCTION ACTIVITY
; . FULL DRIPlINE......
N01'E: Y()lJ '.AAY IJSE EJniE.R RIBBON Of "YJOEN BARRIE.R fOR HARDWOODS OR PINE.S.
WHY A 3ARRiF..R1.
1. TO PROTECT ALL THE ABOVE GROUND PORTIONS OF THE TREE FROM MECHANICAL DAMAGE.
2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE.
3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRESENCE TO EQUIPMENT
OPERATORS AND CONTRACTORS.
Tf) !AAK E I T .;'t'CIR K
1. PLACE NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR.
2. PLACE NO CONSTRUCTION MA TERrAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
SECTION
TYPE D
SEC nON
TYPE E
,.,.
1" x 2" x 4' STAKES
(MIN. 2 PER BALE)
1
~ ,-
~f-~
~
#[PACER
r-
ROLL O;~ 12-1/2 GUAGE
WELDED FENCE, 2" x 2"
MESH 8" - 10" DIAMETER
FILLED WlTH3"STONES.
BLOCK
BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANCE FOR SURVIVAL ARE GREATLY IMPROVED!
SPECIFlCAnONS Of INSTAlliNG A 8ARRiF..R
1. MINIIv1UM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 OF THE DRIPlINE OR 6', \~~ICHEVER IS GREA TE.R.
B. PINES - DRIPlINE OR 6', \'MICHEVER IS GREATER.
2. METHOD OF ERECTION (SEE DIAGRAM):
A. MiNIMUM HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2" X 2" LUMBER.
B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12" BELOW THE TOP.
C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' - 5' INTE.RVALS.
D. HORIZONTAL MEIv1BERS OF NO LESS THAN 1" x 2" LUMBER.
~v HAY BALE
(TYPICAL)
~
~
Recommended Maximuln Pipe Size:
3'-," Wall-24" P:pe
4'-1" Wal'-36" Pipe
INLETS
l'
Recommended Maximum Pipe Size:
3' -0"vVall-24" Pipe
4'-6" Wall-42" Pipe
"m nr=::TTl=: l=Tn
111-. . '-=11 ~III-
V
l~~
=1'
NOTE: BALES OF HAY AND SOD,
SIMILARLY PLACED, MAY
ALSO BE USED.
/I C.A.ST IRON GRATE NOT /
/I PERMITTED ON INLET TYPE D
'cfldl ,.-~~I:,;~~~t112i'
'"/N/ffNrNunr;'N/NNi?'ff" ,,",''''',''','''' -
-,: ~{( ;
, . ,; : ~ ;
~:.L .; ... .. u_~ ( l
-, ~ ;! - 1 '--J-
I
/f(((({f{,(<f.({{<((~(((<(",(((((((ffK<{j((; ..,j-
':L{ J( )
1"1.,. ( 1 ( J
( ) \ )
,( l{ )
I; ~ ; ;
; ;; ;
, ~
'N1J' 3' - 4" ~ ~NI
-rL..- - --.J
_~~ _~~1' _~~T
:I;\.{ !J:\!.~ :JI~ (:\ fI')~1 !J:\;tiU~.{ ~~(:\I~
ALL SEDIMENT CONTROL BARRIERS SHALL BE IN
ACCORDANCE \"I1TH APPLICABLE ENVIRONMENTAL
REGULATIONS AND CONDITIONS OF PERMITS.
i~~'.';J'J;lJ\=l.{ :J~OIM~~I'( fiU\~
:\( ,;IJ;UJ I~I!.~(
BFfORF.: F'F.R!.4lt
1. BARRIERS ARE TO BE ERECTED AROUND REMAINING TREES BHORE CONSTRUCTION. GRADING. OR ANY
TREES ARE REMOVED.
2. BARRIERS ARE TO REIv1AIN IN PLACE UNTIL ALL PAVING. CONSTRUCTION IS DONE AND HEAVY EQUIPMENT
IS OUT OF THE AREA.
V--C Of Grate
I
,
~
I
.,j-
~.iI():jl'J"1 :!. :j~~h~II~"I'( !(';')"I'('I(Jt..;j ~;:::'(;\It.:}
'I"H~~ tl:\;nu!(,;;\~~ !J~'(:.\lt
}--4~-
1 ~:J l---
l ~
_~t~~J :IN
~rsr 1~~'1_ T
~~ ~
N.T.S.
N.T.S
HALF SEC nON CAS T IRON GRA TES
--~.... ';')~t':i~( t ( .Jt.~,.)
1'..'). DU. ,\,:-:('.) !JANHOU! -
5
4 -4g
I" I
~W~-~_~
~ g ~ {~f~~tim~tft i'\
~ J} a) ] ~ft~+~+&fFffjili i ~
;!;0 f0ff+tfffTftfYfTftft- en
TYPE 0
Straight Bars 2"~
Reticuline Bars 1{ X ,1
BandS1~ xl
Approx. Weight 180 Lbs.
NOTICE: Steel Grates Are Required On Inlets With Traversable
Slots And On Inlets where Bicycle Traffic Is Anticipated.
STEEL GRATES
F 0.0.1 iNDE X NO. 232
'....';1~ "ilf:" ~..r(';'iI !.If)'('(')..,1 INt;:::'( !J;a'I";\lt
/YEHf
/
(f~
.........--.-... -"
.'Il"'I:'1')i~.:i.1) )' ~'A'J '.'t.\l~ '~/' :..). J C(H{l;rH~ r~ --, I Olll I_A ')" .II 'i.
'''f. ~ .-2.. .c,~ ;(.4' 'J;(.)IJ f ~ tl
IlLt.(l) ';('..'. UAf),'}. ,1 lit)."l. ~,'...'J. .lllt." .... t"t~ ~
"f:i~ 'f,tl).} r. f::('Jl:'((,~ --, ~
_Jlo
~- :--r--~- .,... /" ---.--.,.... "-- --.-.,...-,.---.---,.....,..--.T"- -r--- -- ~
~r:-:-;- ,,-'.. ' " . " '-~""';;_~~""'."'..,' .. "\' ",... ';/ ...' .. " ...' .... ", ..,' .. : .. .... ...............,.................f............~
r.l '. .:-=-..:.-:....:.-:...~~~~~;..~~~::~~_:"_ .. f ~_' -~:..:~:.~..:..-:-:-~:~..:- ' .~..-:._.. ." .:...:--.:":...~.:~-.:..:.~~_.L:.-_:__~__r~~. ..: ~ '"":-:
- ~fFt~=:::::OaA~A:o:,J~~-- frl':~~..y~-3':~ E,l,',S'O 'ii-=["------'--T---l~
~7::;-' V/,t<'l.;<I}';VZ~~:(;?7..~W:;c "7&'V'/~~~' ''i ',,:', :,,' ~~~~7~~ "; .....' X
~f ~ ~<<< ~~~'<'(~~%~%~..: :;.: :',: ~~"<~~~~ ~'Y>-% .,...~':...:; ~~y~ ~~~~/~~ ~':/:,;'!2.,
/~~---_--.--:-~------.-~-tf'.~"r , .------------~;.r -.--------------FX
DIFFUSEr~ BOX DE fAil
(.';J~ "Ot' UI((;;I tlO',.,(O.';IINt.;.::"( !);'::'(:\It
TYPE E
Approx. Weight 465 Lbs.
CAST
IRON
Gr~ATES
F .00. T. INDEX NO. 232
3'I"(Jib~l~j'J;\(~';l'J;\ilJl. ( ~~'(t\lt
NT S
BY 1 DAlE
.it ~ '/1
DESCRIPTION
DESCRIPllON
G itJ lI'lJ !::..~ ~'f
(~()~1:3!IJ L'(I ~J(j
~ I',.'. ,~ 'I .~
-J (.JI · ~.>
BY 1 DAlE
t=() rt~
~~~
teJ
:!J. 'F J-\ ~ J1) ~ j'J.(~ ~
(~)'JJL ~:J(JJ:I~~;t:3
D.E. C.
DA lE
DRWN BY:
DSGN BY: D.E,C./T.E,B. DATE
'.!J'-/}JJ~.1E :3J-\j'l1J.~ .L~.L~ G~
802 N, BELCHER RD.
CLEAt~WATEt~, FLORIDA 33765
PHONE: (727) 443-5544
CAD FILE NO.:
661BDET1.DWG
~.a" 21.j;) I ~.a" 21 oj:}
;J~:UI~II~I'J
T.E.8.
CHKD BY:
DA TE
l:\~IO :jIJ;l'}!a.(:}
~NrJl~I~~iUU(j
246,3 ENTERPRISE ROAD
CLEARVvA lER, FLORIDA .3376.3-1790
CLEAR'NA TEr~
f AM P A
(721) 797-8982
(81..3) 22,.3-4.3.3.3
SCALE: AS SHOWN
09/02
09/02
09/02
, ._ L, Cleanaut Plug
~~....' -Tl ,
~,...".,~'V'v (~'( --L .;~ '"N/< 'NN
I ,",
,
N
........
LI" 9 5/S"-1
T-~LL'~
6" or 8"- 1/8
L.C
EI
\-- '
Bend AI
y
Sewer Main 7
1.3 1/2"
Concrete Pad 4" -
Thick x 1'-6" Sq.
NOTE:
Cleanout pluq to be
U.S. Foundry 7621
or equal.
10 5/8"
9 7/8"
I "
I "
. ~
~V/
Lcz=M
~
j
/
~~71
-
Plug
(See Note)
~
I I
8"
CLEANOU T DETAIL
CLEANOUT PLUG DETAIL
3:\"U'(:\ilY 3~'.I'1!:il '.Ct~;\lII)IJ'( ~;'::'(:.\It
CITY OF CLEARWATER INDEX NO. 304
See Index No.
201
~~-IL
I
Varies
t
A
t
~
---- -- - -
---- -----
~~~I
---~
~
PLAN
..c
"-'
C,) a.
, Q)
o
Clay Or Cement
Brick Masonary
~ -"0
....
! \
~At Terminal
Manhole
A
_ J
Square Bottom
Permitted
j,<!.
~ Bottom Of / ).n
~ Corbel '/
" / "0'" /:
8" -- // Min. /::- 8"
~/ Or To Suit Pipe /:: _
12"(V, '//- B--~-- 12"/
j (( "E" \' j
6"[1 ~7/ ~\~. .' /~ I
~...'. ~... ~.', .~. .', .4~'. ~,...;G\ .' .~~ l--cr
Li ~. .'...... .. . ~..'.. ... ... ~~. ~....t:.i
SEcnON A~A '-"G"
ShOtIow 0'- 4'
Standard 4.1'- 6'
-", I
Deep 6.1 - 10
Deep _10.1'- 14'
;\
2'-6"
.3'-6"
3'-6"
3'-6"
I e I c ro--I
~ 4 Max 3. '-6"
6' Max 4'
7' 10' 4'
7' 14' 5'
E.W.
E.W.
E. IV.
E.W.
Jrl
Max 8" #3 at
Max 8" #5 at
Max 12" #5 at
Max 12" #5 at
~
I)
12"
10"
10"
10"
24"
30"
4S"
48"
NOt~S
1. All concrete to be 3000 p.s.i.
:j"((Jill~,1 3~'ll~il 1',I:.\lnll)t~ !J;.::'(:\lt
CITY OF CLEARWA TER INDEX NO. 202
GENERAL NOTES
1. These inlets ore suitable for bicycle and pedestrian areas and are to be used in ditc.hes,
nedions and other areas subject to infrequent traffic loadings bljt are not to be placed
'1 areas subject to any heavy wheel loads.
2. Inlets subject to minimal debris should be constructed without slots. Where debris :s a
problem inlets should be constructed with slots. Slotted inlets located within roadway
clear zones and in areas accessible to pedestrians shall have traversable slots. The
traversable slot modification is not adaptable to inlet Type H. Slots may be constructed
at either or both ends as shown on plans.
3. Steel grotes ore to be used on all inlets where bicycle traffic is anticipated. Steel grates
are to be used on all inlets with traversable slots. Either cast iran or steel grates may be
used on inlets without slots where bicycle traffic is not anticipated. Either cast iron or
steel grates may be used on all inlets with non-traversable slots. Subject to the selection
described above, when Alternate G grate is specified in the plans, either the steel grate,
hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the
plans stipulate the particular type.
4.
Recommended maximum pipe sizes shown ore for concrete pipe. P:pe sizes larger than
those recommended must be checked for fit.
5. ,1,11 exposed corners and edges of concrete are to be char~fered
6. Pavement ta be used on inlets without slots and inlets with non-traversable slots only
when called for in the plans; but required on all traversable slot inlets. Cost to be
included in contract unit price for inlets. Quontities shown are for information only.
7. Traversable slots constructed in existing inlets shall be paid for as inlets partial,
and shall include the cost for slot openings, paving and any required replacel!',ent grates.
8. Sodding to be used on all inlets not lacated in paved areas and paid for under contract
unit price for Sodding SY.
9. For supplementary details see Index No. 201.
I
'/""\\\/" \ ',. ~ pa''>"J~'~r
l' "',;":O~) """ J.. . . /'/ l~},
' "f ..'. \ ~ ." \ r .......~~. ^ ~ ~~ i~:'~
. 1J ... ~ I i I " -' ,"".. ,
/~:(:VJ/' ;/) [i .', it-";:::~".,
\ l'~!1~t'.' '.' ?' \ 1 'J ,~: . 'i't}:'
~"P;""~J~'~' ,- .... \1; . . ,..,.{ H 'i ,\ ~
"'~ ~ '", .'1:.. "'; ::..~_ ~j:....; ~ l t I ~ t 4"'" ~~, 4i
< +>'.l....."~.r'i' :;", '~L . t't.. ,.... ;. f'~.
~ '.. '~<:-~"j. .'. '/, ' ...,,,,,'rl.) ~,. ,',' ".,
"--~""~1"r ,/,c', '/ f<J'vl,&:~vl~l~
JLMOT~}t\E,\.Bb'~-~N~, p,,~,., ';'4~{,'49" .
fLO~.ljJAREGIS TER~D ENGINEER
\
!\tur
(~}]Jc\!.~ C(30 'J'j
'lJ~Jl(~ :3t\rJD:J
.1 'J i~
!.. ~ ~: ,j';)
J,}fJ l~').
G(JtI3-t;ltj~"( lOt)
D~-(~\lL~
.jO · Jtl
P r' '\ . II
l! .. I ,.. \
~u.....
35
64
60
'7
101
3
12
32
~1lt.. 13QT~NIC'lH" N.:\l"'~
CRO CODIAEUM VARIEGATUM
HIS HIBISCUS SPP.
IX IXORA COCCINEA
LIG LIGUSTRUM JAPONICUM
OL NERIUM OL~ANDER
OLT NERIUM OLEANDl~l?-
P PINU,~3 ELLIOTTII
SP SABAL PALMETTO
MULCH
1\ I, [,\
/ ':j'
( .,0
\::".<.! /
C01',HON NN~
CROTON
HIBISCUS
IXOHA
LIC;USTRUM TREF~
OLEANDER
OLEANDER STANDARD
SLASi! PINE
CABBACE PALM
I
(A.l" i
". ."
';
\elL 1
\ I ,
rr--- -l:V-C-.' [v......<'~.. -. -:?v' .~<; .
. \'~,' -~I '~1, ,- f~ > .' ~
/ t ,l.". \ )"
~ l~' (\~
(b' "\ .
" J
.",/. !\/
POOL
/
/
" ----
"
"
\
SPA )
...//
(
I
\
\
\
~.
\
lA.D
G
IX,
\
~(),
SnGIll'lCA'l.'10NI3
3 GAL. 24-30" HT.
3 GAL. 21/2' D.C. 18-24" HT.
.3 Gl\L. 21/2' D.C. 14-24" HT.
S' HT. 2" Cl\1. MULT I -TRUNK
3 GAL. 3' O.C, 18-24" HT.
8' HT. 2" C1\L. MULT I -TRUNK
12' HT, 4" CAL.
10' STRAIGHT C.T.
3" DEPTH
l?1i:R U"'E 'l')<~~
NORTH 2l'1' ,-- JS= (6.2) 7 TRE1<:S Rr:QUIRED/'? TlU:ES PROVIDE:D
100% SHRUBS (6' HT. WII THREE YEARS) REQUIRED/100% SHRUBS PROVIDED
SOUTH 213' -;.- 35 C-~ (6.08) I TREES REQUIRED/'? TREES PROVIDIm
100% SHRUBS REQUIRED/I00% SHRUBS PROVIDED
EAST 8'7.:i ":.- 35 ,= (2.5) .3 TREr;;) EEQUIRED!3 TREES PROVIDED
100% SHRUBS REQUIRSD/100% SHEUBS PROVIDED
\'11<:5'1'
!3r:ACli A1U;A
IN'fERIOR
10% 01:' 14229 (VUA)
14229,Q.- 150
(1 TREE PER)
1422.9 S.F. GREEN SPACE REQ./416~ S.F. GREEN SPACE PROVo
(9.48) 10 'Tl'U:r:S REQUIFZED/tO 'fREES PROVIDED
iQ'.lliQA'l'1Qtl
127' -;- 40 (2 ACCENT TREES PER) c' 3.11 X 2 '" (6.3~i) 7 TREES REQ/7
100~ FOl;NDA'fION SHRUB Ri~QUIRED/lCO% FOUNDATION SHRUB PROVIDE:D
127' X 5 (WIDTH; -';. 20 '" (31.75) 32 SHRUBS REQUIRED/33 PROVIDED
75% PALt1S
TEEES REQUIRED/34 PROVIDED
~1AXIMUM/35% PROVIDED
TREES REQUIRED/4 PROVIDED
34 l'O'i'AL
4 VlUZn;TY
it ~'J J :} I () :1
BY !1AIE DEScr~IPnON .-,-,-_~ DAlE
A L ti fo '1 lOt fh/l.. INJ /N)"e (,) f (;:;'1'75 fe,Nt)'" ,U',) M..
. " I" -". pe,l' I_I I '-c'n-ltJ/elll""'
F1
1
TREE PROV.
:j
DESC:~IP nON
e
\
') '>
/
(~)
.. ""-'-"'~~:'(;:~l~'i.:,. ~,!,.'\"
" ,';:
", I) -7 '
,( , i .
\
"'" -..... .....- " "..':,~.~:""' :"~t":':' .~, < \it"".... .
r-.!t-'q
- v-'~- .~\ "-" . ~.~.~
..... J\ ," '-" '.' ,~"
.,.........\..
i
" ,.-')"'~
"1
r-
\
i
'~ f--- r
'.. t,,-,
::r-
'. .~"'''-r--~;to "'--'-~>'='''''V'-''-''-'--'-=-'~~''--'~r-'-- '1"" ~t
( "'<;l:~- " ^'-.-- L ~A._-"-_:_ \;~ .~=: :~F=~'--':-~=-~"-'J'''''--'"'
I ..
l. _-\I._~-._._,_._--{~;)
//'" t. 'i
( i' :
, ~ .
\-',.
;J;r""
-- ,,~.:..~ '-\.r~'."~"'''' -~."^',~ ,'-/"". ,
..... :.....7".....~.... ......,'<.\~........ r,r---=4_-,,---.-.r...
I ....,....--. \.. t ...- .. : " -<..,~
{'
(,.>
" ~~ L :.: '~'\.~ ~'_
r~
.'\ '1
~I
\ l>,
'"
0)
I
..1Z~~tz:TJTT7..,--~-1T777.TT;r--1'2ZZZ
1",1 -/ I
~
- LTrrrTrUrrnr ""'YD~'':7=rrrrrr,~rnT'j
~
I:
I
!
j
~ ,,~
",\, /
x .'
, ~// ',,- .
/ ""
\:..
I,
f
l..,"'HUL\OIES
2
l ONIORMANCI.. IMPILMI,N IA liON 01 II liS DRA \~ ING "ltAI.I. CONI ORM 10 1111. 11IC,11l:S I S IAI\DARDS OF
1Il1: TRADE AND 10 ALL PRI,V,-\ILlNO ORDINAMLS AND CODES
IRRIUA IlON. I,XJC Ul10N SHALL 1310 ACCOMPUSIlFD BY IllE INS IAI.LA lION OF A 100% OV IRLAP COY LRAGE,
UNDI.RC,ROUND IRRIUAIlON SYS IEM TO IliE S fANDARDS ,-\ND SPLCHICA liONS OF IIlE fLORlDA
IRRIGA lION soe lEI Y
SAI FI Y DUE CARE AND I'RO I Le liON "IIALL Ill' PROVIDID 10 PRl:\' LN I DAMAC,/S AND INJURY 10
PLRSONS, SLR VKES, U nil liES, S J RUC IURLS, Ell' ON OR Anou [ JIlE SIIE DURING IIIE Cot: RSI: OF IlIE
WORK.
OWNIRS IN n:RI:S IS. IIlE CON I RAC lOR SIIAI.L Nor PIRIORM ANY \\ORK I liAr 10 IllS KNOW I EDGE OR IN
IllS OPINION IS CON /RARY TO J IlE BES [ IN II.R!:S IS OF IIlE OWNLR.
CIEAN.lP ,-\1' IIIE COMPLEIION OF WORK, ALL DLI3RIS :\ND WASIE SHAI.L BE ClJlANLD l P AND RLMOHD
I ROM IIIE SI I E.
KOUCill GRADE II u: CJI.NLRAL CON IRAC lOR SIIAIL HRNISH A ROlJ(JII (iRAD!: 10 +2" OF IIXLD CON /ROL
U.LV A lIONS, fRi:E OF Dll~RIS, CONS I RUC liON W,-\S IE AND WILDS.
3
4.
5
6
1 H 1ll\IU.L \0 1.:S
L
eRAD!:. ALL Il'RNISIILD PLAN IS "IIAII l~E I LORIDA GRAD!' # II'LR "C,RADI':S AND STANDARDS I OR
NURSI.RY S lOCK" P,-\R IS I & 1I.II.ORlDA DLp r OF ACiRIU,L IliRE AND PLAN 110 ACCORDING ro PROI'LR
NURSLRY SIANDARDS.
SOD. SOD AS SPITIIILD, SHAU BI- l LR IIIlIO I RtF ro VARlI: I Y, SAND GROWN, LAID S L-\Gl,LRl DIN RO\VS,
KOU[D AND lfRIILlIID.
'11JLCll. LANDSCAPING SllAUlll: IOPDRI,.SSU) WIlli A MINIMUM 2" lAY IR OFC,RADE "A" MLLllllN :\lL
PLAN [ING BI:DS AND AROlIND AU tRIE S r ANDING /RII:S
IHRMS. BI.RMS SHALL 131:: CONS I RliCTlD OF INl)!(,LNOUS SOIL AND COMPAC II D 10 2:;%
i'LAN liNG PLAN IS SHALL BE SFl' PUIMB, AT I liE SAME (JRADE Af WIIICHIIlLY HAVE I3LLN (,IWWN, I3ES r
SIDE FACING PRIME VIStBIUI Y AND 1I10ROUCIlIY W AI LRID IN 10 LUMINA I E ANY POCK!' IS OF AIR
I RUS IRE ES SHALL BE, SI:: f IN A W A I LR RE lieN liON DlSll 6" IN DLPTl i AN D LQlJAL IN DJAMF IlR 1'0 IlIE
ROO r BAIL AND rvtULCl!fD IRH:S SIi.'\J.L BE APPKOPRIAIUY CUYI:D AND S r'AKfD AS WARRAN lID.
MAIN Il:NANCE. Al L MAIN] LNANC I:: SHALL BE IIlE RI,SPONSlBll.l1 YOI' IllE CON JRACTOR UN ilL OWNIR
ACClP rANeE
PLAN] QUAN II IlLS SllOWN ON LANDSCAPE PLAN I MD MA I tRIALS LIS r ARE QUANt JilES 10 BE liS[D FOR
INS f'ALLAllON
DURINU LAND Al II.RA lION AND CONS I RUC lION AC IIVI III:S, I I SIIAIL liE l,NLA\HLL 10 RLMOVE
VL(,E (A liON BY CiRlilH3ING OR 10 PLACE SOIL DLPOSITS, DLBRIS, SOIYLN IS, CONS IRUC liON MAlI.RIAL,
rvtAClllNLRY OR 0 Illl:R LQUIPMLN f OF ANY KIND WIIllIN J liE DRiPLlNE OF AI RIE 10 RleMAIN ON TILE SI IE
LNLESS 0 IIILRWISE APPROVLD 13Y tHE COUN I Y OR C ITY
2.
4.
5
6
7
8.
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CLEAr~\"A lER, FLORiDA J316,3-1190
CLEA:~'NA lER
fAMPA
(12l) 197-8982
(81..5) 22.3-4.33,3
LOBBY
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JRIUG.\ I 1/)'" \01 ES
I.
IRRIGA liON DLS!(JN AND/ OR CONS /RUC I ION 10 ilL IlJRNISIIl D 13Y IHE L-\NDSCAPING AND/OR IRRIGA lION
CON IRAC lOR. IRRIGAIION SYSI EM CONS IRUC nON ~,IIALL BE IN ACCORDANCE WIIH lIIE APPLICABLE
SPEC 1IICATIONS. CONI RAC lOR 10 COORDlNATI: AI'I'ROV AI. OF [RR[CiA liON SYS IbM Willi 11\1' OWNER
AND ALL APPLICABLE GOVLRNMLN r AU IIIORI IlLS, I)RI(JR 10 CONSTRUctiON
IRRJ(iAIION SYS lEviS SIIAIL lJ IlIIZE LOW VOLUMI' ,." .,iGN SlKll AS LOW IRAJLC lORY IIL-\DS OR SOAKIR
I lOSES ro PROVIDE DIRLCT APPLlCAIION AND LOW LVAPORA liON AND MUS r HAVE A RAJN Sf~NSOR DEVICE
OR S\~ I ICH WIlllH Wll.L OVLRRIDE IHE IRRIlJAIION CHIE OF 1I11i SPRlNKLLR SYS ILM WllbN ADLQUAIE
RAINFALL liAS OCC l;RRLD WAILR SUPPLY SHALL Hi: PIPED [0 EACH INDivIDUAL Pl.AN n.R ISlAND, AND IN
NO CASE, SHALL ANY PLANllD vl.CETA) ION AREA lW MORE II IAN 50 fiE [fROM A WAIlR SUPPLY HOSE
l~lBll SIIALLOW WllI.s, OPEN Sl RFAC E WAI LR BODII'S, OR R1Cl,AIMlD W A Il.R SHAll_ BE US!D (UNI.ESS
UNA V AILABU) AS A SOURC E OF IRKIGA lION W A II'[{
I f SHALL BE [Ill' CONI RAC IOR/IRRIGAIION SIJlleON IRACIORS RLSPONSIBII.lIY [0 LNSIRl: IIIAI ALL
LANDSCAPED AREAS SHALL l~E PROVlDlD Willi A1\ mRIUA liON SYS 110M IliA I SUPPLlLS lOa PLR( LN I
MINIMUM eOVl.RACE ro AU. RI:QUIRLD LAN DSCAl'IMi PLANT MAl LRIAL lIfE IRRiGAllON SYS 110M MAY
CONSIS I' OF AN AU IOMAIIC OR UNDLRCKOUND SY SI LM, DRIP SYS I LM, Q11Il K COCPLlNO VALVES, OR !lOSE
lllBS WI IIUN 50 liE 101' AI.! R),QlilRID LAND<;CAI'IN(j PIAN I' MA IIRIAL A LOW VOLUME IRRIGA lION
SYS lleM SIlOULD BE USl)) WllLREVIR 1'0SSII3LE. 11ll: ,RRlGAIION RLQUIRI:Mf:NT SIIAI I. l3E WAIVID WHI.RE
AI'PROPRIAIE NA /lVE PLAN IS ARE USU) 10 MH I' AIL IIIE LAN DSCAPINU RJ:QUIRhMl:N IS. NO IRRIGA lION
LINES SHALL RI)N lIiROU(,H (liE I'RO liT liVE RADIUS 1)1' ANY TRIES.
POPUP lIEADS SHALL BE PROVIDID IN AIL SODDID ANi) LANDSCAPLD ARJ-:AS, INlll'DlNU "lSLANDS", WIlli
CARE fAKhN IN PLACl:rvtl:N r OF I lEADS 10 AVOID I,XC"SSIV1' I3REAKAGE LW AlIlOMOBIL1' AND 1.00 I
IRAII IC
OWNIR SIIAI.L I'ROv IDE ON-SITI: WAIIR SOlIRU: ',IR:"c;AnON W U.I ) lOR IjSE BY IRRIGAllON
CONI RAC l()R 1)1\1 ESS 0 IHI.RW ISE SPLCllU.D.
OW-Nt R SHALL PKOVIDE tiLl' I RICAL HOOKLP AI A lOCAl ION PROVIDING ACCESSIBI E SLRv!C lNG OF
AUTOMATIC IIMlR
II IE CON I RAC lOR "HAI.L PROv IDE ACC loSS IJNDLR :\SI'IIAI liD AREAS SUHICILN I 10 PROVIDI, ACCESS 10
All.. ISLANDS AND BLDS I.ROM WAll.R SOlRlE AND AUIOMAIIC IIMLR AND VALVES. IIlE SUI:
CON) RACTOR SHALL COORDINA IE AS NLl ESSARY W II I I TIlE IRRIGATION CONTRAC I OR ro INSIRE I HAl
AIL RIQCIRID SIH:VINc; IS INS f'AUID PRIOR TO ANY PAVING ,-\CTIVI r II:S.
ANY AND AU ABOVEl,RADE PIPING AND OROIIIlROU 11.1:1' (IIOSE BIB Ell') SLRVLD 0] IlIR IIL-\N
I,(HAI~LE W AIIR SHALL l3E IN lliIJ. COMPIIANll Willi 1111, snclI S IANDARD PLUMBING CODl'. ( IIAp I LR 6
RULRE,Nll:: PAIN liNG OF PIPE lOR DllTLR!:Nl ION fROM PO I'AI3I1' W,UIR AND LABI.LlNG OF EACH VALVE
AND/OR OU lIEf NO (ING SAME AS NONPO I'ABLE WA II R.
CIIY/COl)N IY WAf IR MAY Nor BE USLD lOR IRRlIjAIION WIlI.RI: OIlIIR SOLRC liS ARJ': READILY
A VAILABU:.
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CLEARWATER, FLOr~IDA ,3,37f35
PHONE: (727) 443-5544
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FULL 13ARRICADES ARE TO i E PLACLD rllE
DRIPUNE OF HARDWOOD MD PINE f'REES
IREE BARRICADE NOTES
2
llARRRIERS ARE TO BE 1'RLCTLD AROUND ALL IRLES 4" DBII AND GREATLR AND TO REMAIN, nus MUST BE
DONE BEFORE CONSTRUCTION, OR ANY TREES ARE RI:MOVLD
BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION ARE DONE AND HEAVY
EQUIPMENT IS OUT OF TI lIS AREA
TREES 4" DI3H AND GREATER TIIAT ARE LOCATLD WIT! UN T1:N FEET OF TItE LOT UND[I{ CONSTRUCTION
SHALL BE PROTECTED 13Y A 13ARRICADE.
PLACE NO HEAVY EQUIPMENT INSIDE TIlE BARRILR, ONLY IIAND LABOR.
PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
MINIMUM RAmus fO BE PROTeCTED:
A. PINES+ULL DRIPUNE OR 8', WIIICItI,VER IS GREAI LR
I), HARDWOODS- FULL DRIPUNE OR 6', WIlICIIEVLR IS GREAJLR
METHODS OF ERECTION (SEE DIAGRAM):
A. MIN HEIGHT OF UPRIGHTS 4' AND NO LESS THAN 2" X 2" LL)MBLR
B. UPRICIHS SHOULD HAVE HORIZONTAL RIBBONING AT rilE TOP AND 12" BELOW THE TOP
C. UPRIGHTS SHOULD BE SPACED AT NO MORE JHAN 4-5' INTERVALS
D. HORIZONTAL MEM13ERS OF NO LESS TIIAN I" X 2" LUMBER
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7.
IH.EE BAlUUCADE DETAIL
REQUIRED TREE IlARR!CADE AND EROSION CONTROL MEASURES MUST REMAIN INTACT 1
THROUGH CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MA Y INCLUDE ClTAflONS
AND/OR PERMIT REVOCATION,
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LOIS 1 IflRt' fIVE, I:\CLLSIVl, BLOCK I. KEVISED \1AP OF CLEARWATER BEACII,
.\CCOKDI:\Ci ro I HE \1AP OR PL\ l' I JlEKEOF AS RECORDED IN PL\ r BOOK 1 I, PAGE 5 OF
I liE PUBLIC RECORDS OF PI:\HL\S COL''J I y, I'LORlD.\.
l\lIlDI:\CiS.
lI8~9SQFI
WOOD DFCK
1911.0
SLRVEYOR'S :\OIES:
q .
- /....1) ~~~ l: "!:/"-!9 J /
1'01,\1. I 1 ~()() J S<)F I
SLRVEYOR'S CERrlFICA It:
I. I liE 130L\DARY & 1\1PROVE\lEN r SLRVEY \VAS PREPARED 2/1I9t A l' fIBS fl\1E,
9!2t02. IREES. ELEVA I 10:\S & ,\ I \VO S lORY BLlLDI\G ADD! fION \VAS ADDED fO
ORICINAL SLRVEY.
J IIIIS SLRVE Y DOES :\0 f REFLEC I" OR DE IER\11\E O\V\ERSHlP.
3. NO U:\DERGROliND CO:\S IRLC lION LOC\! ED UNLESS OTHERWISE NOTED.
t D)\1F;\tS[()NS SIIOWN ,\RE IN HE rAND DECI\1.\L PAR IS I HEREOF.
~ I HIS Sl'RVEY WAS PREPARED WI mOL r BENHI r OF A II ILE CO\1\11 I\IEN r POLICY
A\D \1.\ Y BE SLBJEC I" ro L\SE\lE;\t IS AND 0 I HER \1.\ /lERS OF II ILE AS \1A Y 13E
FULND IN I HE PLBLIC RECORDS OF PINELL\S COUN TY, FLORlDA.
6.11,\ VIl\:G COl\iSLL I ED F.LR, \1AI' CO\l\HNI IY - PANEL NU\1l3ER ] 250% 0007 D I HE
SLBJECr PROPERlY APPEARS ro LIE IN IHREE (3) fLOOD ZONES, ZONE AE, BASE FLOOD
El E~ VA I ION 12.0, VE, BASE FLOOD FLEV,\ nON 13.0 AND VE, BASE I-LOOD HEVA I ION I Ul.
\1.\1' REVISIOl\i J),\ TE: 8/1 9,91. 13FFORE ANY PL\NS FOR CONS TRLe nON OR ANY
COl'iS IRLC TION IS S L\R I U) THE FLOOD IOl'iE SHOLl.D BE VERIFIED WI fH THE CI TY OF
CLE.\RWA I ER BLlLDI:\G DEPAR r\lEN r.
7. ELEVATIONS SHO\\iN ARE B,\SED 0\1 I Ill:: Rl\1 HEV.\IION OF IHE SANIL\RY
\lA:\IIGLE, SHOW~ ON IIlE \IAP OF I HIS SL RVEY AS rHE SITE LB.\I. THE ELEVA II 0:\ OF
SAlD RI\1 BEI:\'U 5.6:" FEE I" ABOVE \lEAN SEA lEVEL. IHIS ELEVA TlON PROVIDED BY I HE
CI I Y OF CLEAR\\iA Tr:R ro JOH\i !\L\RSIL\LL SCO r r, ARCIJI 1 EC r, 1130 Pl\iEHL'RS r ROAD,
SLlIE L DUNEDI~, FLORlDA. \lR. \1.\RSHALL'S OFFICE PROVIDED \lE WlIH SAlD
ELEVA IION.
I 10/4(07. ,!I.."ODE:DPKG~~SR.~ 8LDG'S--ON ~DJA..Cl2:~~\
P.'-<~')PE,<\\e:C-,,) ,~LDG. S'-~. FT. ;?- He:\GH"-.
.-.
f)ROPEK r '{ ARE,\ 21 '):"0 2 S<) I lOR 0 :"2 ,\CKES \10RE OR LESS
IIlEREBY CERTIFY 111,\ r I illS SURVEY WAS \1ADE LNDER \1Y RESPONSI13LE C1L\RCiE
,\ND I HA r S,\lD ABOVE GKOLND SURVEY AND SKE ICH ARE .\CCLRAT E AND CORREC r
10 I HE I3ES r OF \lY K:\O\\iLEDCiE AND BHIEF AND IlL\ r I HERE ARE NO
E:\CROACH\1ENIS EXCEPf AS SIlO\\iN.1 HRIHEK CERTifY THAI" IHlS SlRVEY \-lEErs
I IlE \IINI\1L\1 I ECHNICAL S L\NDARDS AS SE I" FOR IH BY 1 HE BOARD OF PROFESSIONAL
L\ND SLRVEYORS IN CHAPTER 61G17-6, F1.0RIDA AD\1INIS 1 RA rIVE CODE PL1RSUAN I' 1'0
SEe [((~m :027. f L.OR((~A 2J ~r/
B y ,-~~4<-c,-.~<-4d"'/'/,,-~,- ~-,~_!.7f~~- __.
FREDERICK S. BACIl\1.\NN, FL,I'.S.~l'~<#~.lJtJ.'):it ..',
c. A. PI: I ERSO~, BLSINESS AUU~ORf.lAtl,I@",'f.J.\\9i< ,.
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