FLD2003-01002 (2)
MCDOWELL
HOLDING
FLD2003-0 1 002
1459 COURT
STREET
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stMAaYl
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1. S~ 'l'DUIIIII'l !'O . PIOVIDID D 1Q1D .IItDS
2. S~ A'l"fIDIUUIOIt !'O BB PBOVIIlm) IB VADL'I OR
SDIILD uamDGROOHD SmaAGI
N. BNOY. OF BLOCK "A" AlSO
BEING THE s, R/W OF COURT STREET
PER F,O.O.T. VS. BORSJE, CASE
NO. 8942167, DAlEO SEPT. 12, 1990
N89'59'58"E
S89'59'31"E
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THE IleIIIATURf Of. THE QUAIJ1Y
CONTROl. ClFFICPt IN 1HII IMCE
INDlCATEI 1lIAT ALL REQUIRED
PER..ITS HAVE BEEN OBTAINED
AND THAT CONITRUCTION .1
AUTHORIZED TO CO....ENCE.
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INDEX 1515
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ENCLOSURE
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~C1lY INDEX 701)
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CLEARWATER SEWER
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PREPARED FOR.
SHEET DESCRIPTION.
McDOWELL HOLDINGS, INC.
1433 COURT STREET
CLEARWA TER. FLORIDA 33756
(727) 942-6078
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- Existing Power Pole
- Existing Storm Sewer MH
- Existing Guy Wire
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... Existing Oak
.. Existing Cherry Laruel
- Existing Punk
- Existing Pine
- Existing Palm
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)-- -- 'J ~ ... Existing Water Line
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... Hard Surface Drainage Flow Direction
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- Existing Contour
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:IE Interior Landscaped Space
f 2' CUilS & G!J nER
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FOOT TYPE -C-
TOP - 73.5' ~ :
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WATER QUAUlY _ELEV. U
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CONTROl.. STRUClURE
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'I.' 1
STORMWA TER MANAGEMENT POND
(FOR WATER QUAUlY)
72.4'
RCP
N.T.S.
HANDICAPPED SIGN
- -SEE INDEX NO. 119
RAMP DOWN
-
SEE INDEI( NO. 108
CONe. WALK
I I I I DISCHARGE TO FOOT
I I PRE-DEV. I I
I) / / / /././)) /~~c; / / )~69.25'
OUTLET CONTR:OL STRUCTURE (SMART BOX)
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NOTE:
All powment marIckIp to be ttwmapIcl8tlc.
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HANDICAPPED STALL DETAIL
INDEX N0.118 - N.T.S.
:: ~M 4 x4"
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SLOG
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1459 COURT STREET OFF'ICE BUILDING
PARKING EXHIBIT
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr, Clearwater FL. 33759
Tel. (727) 724-8422 - Fall, (727)724-8606
E.B. No. 7421
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110.
DATE
1
"-0.
t
STANDARD PRE-PAINTED
DlSABLm PARKING SIGN
ON 1/8- lHlO< SHEET
,6.LUMltJl!l.i
YHlE BORDER
" S'l\tBOL
BLUE BAO<GROUND
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-, I'I,~ 11~ ::'~
. "1.
'. , .;
;-:' ".;,("'.-' ....;
;f,~1~~~~;i~::~"
BLAO< BORDER
" IET1IRS
MillE BAO<GROUND
PARKING BY
DISABLED
PERMIT
ONLY
co
.
BLAO< BORDER
" IET1IRS
MillE BAO<GROUND
$255 FINE
F.S. 318.14
01
.
ALL LETTERS
1- SERIES -r:-
~"'i.
;-il
",q,
2- HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
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~ .~':- ::?:':- ::~
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. .
8"X2' -8. CONCRElE MASS.
ANISH TOP Of MASS LEVEl
W1lH A SUGHT RAISED WASH
APPROXlMA Tn. Y , /2. ABOVE
LEVEl Of nJRf /500,
I
1"1111 ~/:
-III ~ ..j 1...,-
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HANDICAPPED SIGN DETAIL
N
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01
.
01
.
INDEX NO.119 - N.T.S.
. ',.,
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......._.._~._.___n(/}-
j\J\" 'L 'j 1.003
PRELIMINARY
------...........
......
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FO~OJJ~:~~g~~N
'........
...
....
243.0S'R
.....
--.--h--..----<f)... .
,.~i'M; j03.05'R
S06.23\1; 606.1O'R
REVISIONS
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JOB NO.
997-205
f.B. . PG.
1
SHT.
DATE.
APP'O
BY
6 23 03 Of
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1459
COURT
STREET
OFFICE
IJUILDING
CLEARWATER,
FLORIDA
VICINITY -
N
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0,<'
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'Co ~
PROJECT LOCATlON~. ·
LEGAL DESCRIF)TlON
LOTS 5 AND 6, BLOCK A, BREEZE HILL, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 13, PAGE 66,
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
SITE DATA
EXlSnNG LAND USE DESlGNA nON:
ZONING:
PARCEL ID:
TOTAL LOT AREA:
MINIMUM LOT AREA:
IMPERVIOUS SURFACE (SF):
BUILDING (SF)
PA~ENT (SF)
SIDEWALK (SF')
DUMPSTER PAD (SF')
OPEN SPACE:
GREENSPACE (SF)
POND (SF)
VEHICULAR USE AREA (SF')
LANDSCAPED PORn ON OF' VEHICULAR USE AREA (SF)
ROO (RESlDEN!1AL OFFICE GENERAL)
o (OFFICE)
1.. 29 15 10854 001 0050 + 0060
118.5 X 120 .. 1.....20 SF (0.33 cc)
100" WIDE; 10.000 SF
3752
2789
M01
<405
157
5668
391..
17M
M01
981 (18X)
F1.00R AREA RATIO
IMPERVIOUS SURFACE RA no
BUILDING HEIGHT:
SElBACKS:
FRONT:
SIDE: (WEST)
(EAST)
REAR:
PARKING:
lRANSPORTAnON IMPACT FEE
PRO.ECT UES WllHlN FLOOD ZONE -x- PER FIRM MAP Of' lHE
CITY Of' a.EARWAlER. COMMUNITY PANEL' 125096-0016-D.
MAP REVISED AUGUST 19. 1991. \
DEli. STANDARD
0,5 (MAX)
0.75 (MAX)
30' (MAX)
PROPOSED
0.2
0.61
1 STORY / 12' (TO EAVES)
26' (TO PEAl<)
2,S' (MIN)
20' (MIN)
20' (MIN)
20" (MIN)
3/1000 S.F.
10 SPACES
SLOG. PARKING
11' 11'
78' l'
10' 50'
11' 3'
15 SPACES
1.. S1O/1 HC
GENERAL OFFICE
12..71 i?ER 1000 5.F
2789 S.F. -
16891.62
PRELIMINARY
SITE
PLAN
DRAWING INDEX
SECTION 14, TOWNSHIP 29 S, RANGE 15 E
SI-/;:=ET
-,-
1
2
TITLE
COVER SHEET
SITE PLAN
PINELLAS COUNTY, FLORIDA
..
CONSTRUCTION NOTES
1. ALL MATERIALS .'\.ND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT TECHNICAL
SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF THE JURISDICTIONAL AGENCY OR THE CONTRACT
DOCUMENTS AS PREF\RED BY FLORIDA DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTI)NAL AGENCY FOR THIS PROJECT IS CITY OF CLEARWATER, FLORIDA. COURT STREET (SR 651)
IS THE JURISDICTI)N OF FOOT.
3. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM 1929.
4. LOCATIONS, EL~'IATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE
SHOWN ACCORDING ~') THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE
CONTRACTOR SHALL 'JERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND O'r'iER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
5. PRIOR TO BEGIN~ING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING
UTILITIES TO BE E<TENDED OR CROSSED. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR
RESOLUTION.
6. CONTRACTOR TO (~~L "SUNSHINE STATE ONE CALL", 1-800-432-4770, 48 HOURS PRIOR TO ANY CLEARING OR
CONSTRUCTION FOR I~XISTING UTILITY LOCATIONS. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITH
FACILITIES IN THE AREA OF THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.
7. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(S) PRIOR TO COMMENCING WORK WITHIN
THEIR JURISDICTIO~(S).
8. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND SHALL BE RESPONSIBLE
TO ADHERE TO ALl, ~ERMIT CONDITIONS ~URING CONSTRUCTION.
9. THE CONTRACTC"F. SHALL BE RESPONSI,9LE FOR PENALTIES/FINES LEVIED DUE TO WORK THAT IS NOT IN
ACCORDANCE WITH .' ,,~:RMIT CONDITIONS.
10. ALL UNPAVED hl~F!\S DISTURBED DUFING CONSTRUCTION SHALL BE SODDED.
OCA TlON MAP
8
)(
~
~
~coolI!:'!!!!!
.. "WI
11. ALL UNDERG::-...j._ i... uTILITIES MUS'l BE INSTALLED BEFORE THE ROADWAY BASE AND PAVEMEN'J.' SURFACE ARE
CONSTRUCTED.
OLD
TAMPA BA
12. ALL CONCRETE ,'~LESS OTHERWISE}. :>'l'ED ON THg DRAWINGS S!IA~JL BE 3,0(,,0 PSI MI~-hMUi.~.
13. ALL. PIPE LEU',:l'HS ARE PLUS OR r, INUS AND ARE FROM CENTER QE' FITTINGS AND/OR STRUCTURES.
14. EXISTING OFF-~aTE DRAINAGE PAT'l, ~RNS SHALL BE MAINTAINED DURING CONSTRUCTION.
PROJECT
LOCA 110N
e
~
15. PONDING OF Wi,":'ER AROUND INLETS OR WITHIN PAVED AREAS IS UN-ACCEPTABLE.
16. ALL SIGNS SH1L~L COMPLY WITH CI'lY OF CLEARWATER STANDARDS.
17. ALL PROPOSED :~DICAP RAMPS ~, TO BE CONSTRUCTED IN ~CCORDANCE WITH FOOT INDEX NO. 304.
~
:5
l:J
I
!
18. ANY EXISTING ~AMAGED SIDEWALK IS WELL AS SIDEWALK THAT BECOMES DAMAGED SHALL BE REPLACED MEETING
ALL ADA REQUlREMI~"\!TS.
19. ALL RIGHT-OF.,'iAY INSTALLATIONS WILL BE IN tACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF
FLORIDA UTILITY ;,.:i:..OMMODATIONS MANLAL.
s
I
Ii
20. ALL PROPOSED -.qnRK MUST COMPLY i-.ITH FOOT INDEX NO. 700.
21. ALL DESIGN AY") CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET OOWN IN CITY OF CLEARWATER
LAND DEVELOPMENT, ZONING AND/OR RElATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
22. SIGNS AND BAE.tUCADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES
600 THROUGH 650.
23. SAFE PEDESTR~\N TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
24. ANY SIDEWALK '~1;UCH BECi)MES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE
RECONSTRUCTED WI~~ UN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE
REMOVED TO THENK\REST JOINT.
25. PLACE EXPANSIt)N JOINTS WHERE 4" AND 6" CONCRETE ABUT.
26. DISTURBED ~~A WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED.
i
WARNING
CONlRACTOR TO CAU. .SUNSHINE STA 1E ONE CALL.
1-800-432-4770 48 HOURS PRIOR TO ANYa.EARING
OR CONSlRUC11ON FOR EXISTING UTlUTY LOCATIONS
PREPARED FORI
27. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK. ALL DIRT AND DEBRIS WILL BE REMOVED FROM
JOB SITE DAILY. R,:>ADS AND SIDEWALK TO BE SWEPT DAILY AS A PART OF DAILY CLEAN-UP.
28. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIME'fER OF SITE PRIOR TO CLEARING OR GRADING.
McDOWELL HOLDINGS, INC.
1433 COURT STREET /
CLEARW A TER, FLORIDA 33756
PHON:: (727) 842-6078
~, tl
GENERAL NOTES
POTABLE WATER"~AlUTARY SEWER TO B": PROVIDED IN ACCORDANCE WITH CITY OF CLEARWATER REGULATIONS.
2. CONSTRUCTION HANS TO BE SUBMITTEr: TO AND APPROVED BY CITY OF CLEARWATER.
3. ROADWAYS TO BF. PRIVATELY MAINTAINED.
4. DRAINAGE PLAN '10 COMPLY WITH CITY OF CLEARWATER AND SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT REVIEW.
5. THIS PROPERTY ~PPEARS TO BE IN ZONE X, IN ACCORDANCE WITH THE FIRM MAP OF THE CITY OF CLEARWATER,
COMMUNITY PANEL ~1C1. 125096-0016-0, MAP REVISED AUGUST 19, 1991.
6. UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY BE
SUBJECT TO ADDITICNAL RESTRICTIONS, EASEMENTS, RIGHT-OF-WAYS, AND OTHER MATTERS OF RECORDS OF THIS COUNTY.
PREPARED BY.
7" ELEVATIONS SHO'iiN HEREON ARE BASED ON CITY OF CLEARWATER B.M. t E-8, ELEVATION - 44.275' N.G.V.D.
8. SURVEY INFORMA'fION PROVIDED BY:
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MAR 1 7 2003 ~
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GEORGE A. SHIMP n
AND ASSOCIATES, INCORPORATED
LAND SURVCYOHS LAND PLANNERS
33tJl IhSOl'O DOUlIYUllJ, SUITE JJ
P.D.II HDlBOR, 'UJIUIM 3683
LB 1834 PHONE (7'") 781-$111 'U (711) 71t-IISI
f1L.E
~f>z...oD'J-oI' 0 Z-
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33159
Tel. (121) 124...8422 - Fax. (121) 124-8606
,. ... , f . ~ 1 , :) ~ l \ "to, I
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DATE: n/21/02
JOB NO. 997-205
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I 2865
BUt COR. "--
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1 3035
BlK. COR. 4
~ - -w---,- - -w- --^-w-
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-w- - -w- - -w- - -w- - -w- - -w- _ -w-
X X X
~ ~ ~
'"
-w- - -w- -.. -w- - -w- - -w- _ -w-
X~ X N
.~ ~ X
~ ~
~
,
DRAINAGE CALC'S
\
~ "-- APPROx. LOCAnON OF
- EX. 20- WATER UNE
WATER QUALITY:
lWx (118.5 ft x 120 ft) x
2
ATTENUATION:
Q-CIA
C - 0.2
12ft - 592.5 cubic feet
1 in
c -
(9803) (0.95) + (4617) (0.2)
14420
(3.~/n) (14420) _ 2267.5 cubic feet
- 0.71 POST
:s:
..............
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o
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Q - 0.51
SUMMARY:
TOT. VOL. REQ"D - 2860 c.f.
DRAINAGE NOTES
1. STORMWATER TREATMENT '1'0 BE PROVIDED IN POND AREAS
2. STORMWATER ATTENUATION TO BE PROVIDED IN VAULT OR
SIMILAR UNDERGROUND STORAGE
N. BNOY, (J" BlOCK "A" AlSO
BEING TH[ S. R/W (J" COURT STREET
PER F,O,O, T. vs. BORS.(. CASE
NO. 8942167. DATED SEPT. 1~ 1990 (
N89'59'58"E
(/)
~ 590'00'00.[
l BRG. REF, L1N[
(ASSUMED BRG.)
~'\ .... ..
\.:
. .
ApPROX. LOCATION OF'
- EX.' 2- W'A TER. UNE
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.' J .'. ~
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w
S=
11/
S89'59'31 "E
243.07'1.1: 242.65'R
82"
a:
~
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....
19' 24' 19. S. VARIES 0
z
ASPHALT (1) PLANlER !:i
1 / VARIES VARIES r- ~
1// / / / / //'/ / / / / / // / / /I /Y / //1 PROPOSED
I \ SIDEWALK
STABlUZED SUBBASE (2) -1 L BASE COURSE (3)
(1) SURfACE COURSE 1,5- ASPHALlIC CONCRE1E (5-3) or (5-1)
(2) 6- CRUSHED CONCRElE
(3) 9- COMPACtED SUBGRADE (LSR-40)
j:i
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PROPOSED PAVING SECTION
V-
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N.T.S.
COURT STREET
(SR 651)
~
REMOVE EX. TURNOUTS
& REPLACE WITH SOD
CONSTRUCT FLARED
lURNOUT PER DOT
INDEX 1515
CANOPY (TYP)
MATCH EX.
r flOW UN[ ..
t -"- ;.." <>;<>0'" r: <>..""
. '. '. '. . '-~ I . '. . . ". '. . /..' .J' . . . . ,
'.' '-y' ~-;)-) r~~ .... ....... -?t~ ~ ~D''''. {/.~....,?~
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. - ~ '.
o . . . .' SAWCUT
. ~" '.' . '. (TYP)
~ . - - - I ~ ~ ,~
. ~MITS Ot::J!:" (~RUNINQ",\ 'o~'. . ~J.' "'~I ~ :~EMOVE EXI~"i~~~~~~_ ~_ ~.~ E)Q~NG 5\ siw
. . ~ .... '. "tttb y~~ I' ."":' . ~~~IN THESfO~ts,t. . . ,... ~
- wL - III - w- 1:::::..... ..2-.w _.'~ _ .' .' w-' ~ w'
,........... \20' 6
. . .
1 TER
i-I~
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. '. " '.j' 0 . . . ,
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FIR 5/8"
r.....'.~..... -~\ 1 60:
: \ " .,.~....,...... ---./ 24 WHITE
; '- "". '2 12 Lf'
t;~ ~:~~ 33LFl5"RCP
K-.-I...~..,~~ 24'
"b-.. / ~.~~~I'BfUTY
b ~~._ ". lRIANGLE
, ~ ~ -(It. "il (n'P)
x
~~
x
77'
- UMIT OF i.ll:i ~ ~ T vv I
..!..RL~~~I/ I. .... ..... ....... .
'2 ...... \ ,
o.2X ....- ~./ ~ ~ '!I EL 72.00',w
~ \. ~~. ;;~~>-~ -:~<.......fi~. ~.:..
~ ~Y. .. ~ j /'
~ ~ ~~"",: ')~'~ ~
- ,~DIC~ '\.- :A'..
. .~RKING RAMP>'.',
~Il- (SEE DETAIL)
.... " l'
II - ,,0(-12" r
"
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VARIES 1~1.5"
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CONS1RUCT SWALE 0 (~.04" ~ ~ ..
75-
6' HIGH
r OPAQUE
I FENCE
&AI
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EXIST. ::J
~ rGROUND ~ _ 75
__.',~_(j)?~f_ :
<2> OJ;.~.'\
7
70-
.;'It.,
INSTALL 6' HIGH OPAQUE
FENCE AlONG EAST,
SOUni, AND WEST
PROPERTY UNES (WlTi-:;N
niE FRONT SETBACK TIlE
WAlL SHALL BE niREE (3)
FEET MAXIMUM HEIGHT)
-70
<D SOD SIDE SlOPES '
<2> F'OOnNG & WAlLS DESIGNED BY OniERS.
~ BUILDING F'F - 74.50
BUILDING SEC"nON
4
HOR: 1- - 10'
VER: 1- - 5'
17' (MIN)
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75-
EXIST.
GROUND,
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VARIES 1~1.5"
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}'" - BOT - 69.4
~~,
- ~~~
65 - <D SOD SIDE SlOPES 4c POND BOTTOM, - 65
<2> F'OOTlNG, WALLS. AND SlABS DESIGNED BY OTHERS.
~ UNDER BUILDING VAULT, BOT - 69.4
G> BUILDING F'F - 74.50
APPROX.l
LOCAnON
EX. MH
BLDG/POND SEC"nON
4
..~
~X
HOR: 1- - 10'
VER: 1- - 5'
NOTES:
1, IF' NOT EXISTING, A FlRE HVDRANT WILL BE
PROVIDED WITHIN 300 FEET OF' THE BUILDING,
ON THE SAME SIDE OF COURT STREET.
2. TREES TO REMAIN SHALL BE PROlECTED,
REFER TO CITY OF ClEARWATER TREE
BARRICADE DETAIL
5, SHEILD OUTDOOR UGHTlNG F'ROM ADJACENT
PROPERTIES.
8. NO FREESTANDING SlGNAGE PROPOSED AT
nilS TIME.
7. DUMPSTER y.,LL COMPLY WITH CITY OF
a.EARWATER STD. 701.
3. LANSCAPE ARCHITECT SHALL COORDINATE
ANY REQUIRED ROOT PRUNING WITH niE CITY 8, DRIVEWAY CONNECTION TO COURT STREET
OF a.EARWATER ENVIRONMENTAl DEPARMENT. SUB.ECT TO APPROVAl OF AN F'DOT DRIVEWAY
-CONNECTION PERMIT (TO BE FlLED BY
:E~Nij~,~~EF'~~Js~~~~VE l'52'O~CANT).
F'OR REMOVAL REPLACEMENT WILL BE 9. APPUCANT WILL AGREE TO PROVIDE ANY
AWARDED ON AN -'NCH PER INCH- BASIS. UTlLny EASEMENTS REQUESTED BY niE CITY
OF' ClEARWATER.
TIlE IIIIMnlIIE Of TIlE ClUllUrY
CCllmlOL arl'lCUt II 111I INCE
'"D1CATn TIUIT AU. .000000D
1'!1tII1T' HAVE KEII Gn'...n
AIID THAT COIISTRUCTIOII II
AUTHORIZED TO COIIIIEIleE.
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DUMPSTER
ENClOSURE
SINGLE
(CITY INDEX 701)
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,
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SWALE 0 0.04:lC
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....
4.1B'S.
.. 6 120.00'M; 120'R' I
CONNECT TO EX. CITY OF..J it.
CLEARWATER SEWER
(LOCAnON APPROx.) I
rlA~
JI!~
~~
x
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... 5.4O'S.
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L.. CONSTRUCT SWALE 0 O,04:lC
"'6
~
APPRO~ LOCATION OF'
EX. SEWER UNE
~
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x
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X
~5
~6
~
~x
6O'R
FeM 4"x4"
,
~
6O'R
303,20'l.t: 3QJ,05'R
PREPARED FOR,
SHEET DESCRIPTIONI
FLORIDA DESIGN CONSUL T ANTS, INC..
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Cleorwoter FL. 33759
Tell (727) 724-8422 - F' Ole, (727)724-8606
11
McDOWELL HOLDINGS, INC.
1433 COURT STREET
CLEARWATER, FLORIDA 33756
(727) 942-6078
1459 COURT STREET OFFICE BUILDING
SITE PLAN
E.B. No. 7421
-w- -- -w-
-"- EAST-v(sT a. OF ~CllOO 14-29-15
J.E.Gl~
ON SITE TBM
STall SEllER MNfG.E
Il. Bn.- 7UI
...a.._...,
lIP (f IUI' n.- 7UI
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r. ...~71D. ~
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.~ .' ~~~
, ;20,30'M;' 12~'R~~' ,~~ -- 5' S!W
-.-- . --- w -, ..; I- .~" ---. . - w---.....
.. .... ............ ....~~
OUlf'ALL CONTROL nRUC . ,
F'DOT TYPE .c- .
TOP - 73.5' ~ .
BOT. - 69.25' ~ .
WEIR - 70.80" .
WEIR y.,Dni - '
.~ ..-.....-...............~. . .
,
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581.101
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4.96'[,
WATER QU~TY _~. '\J
10,0'
. .
,
, ,
, .
, .
, ,
,
,
""
"",,//
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- -w-S
- Existing Power Pole
- Existing Storm Sewer MH
- Existing Guy Wire
- ExIsting Overhead Wires
- Existing Oak
- ExIstIng Cherry Larue!
- ExistIng Punk
- Existing Pine
- ExIstIng Palm
- ExistIng Spot Elewtlon
- Existing Water Line
- ExIsting San. Sewer Line 4c MH
- ExIstIng Contour
- Proposed Contour
-
.
- Proposed Single Water Servfce
- Proposed San. Sewer Servfce
- Proposed Storm Pipe & Inlet
~
or
K'
· Proposed Grad..
-- ,1~
- Concentrated Flow DIrectIon
....
- Hard Surface DraInage Flow DirectIon
~4.
- ExIstIng Tree To Be Remowd
~~
"i: ",.. ",~
,,t. ," " :', ;. "'{ " ',: ~'. .:. , ' '~
- Interior Landscaped Space
: .. "'2" '(.:.:C:
. '. ~
.... '-{:o
--~){ ~
. 1-~ . .6~:9~C; 605.3O'R o.la'W. hFIR 1/1:
w- - 'W--" ~56'l.tC;242,65.RA_ _ _ _ _ ~
217,81'l.t \ 24.75'MC J\
~I
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CONTROl. STRUC1\JRE ~~9O!53'R-1
, " " " / " " " " " " " " " " " ~/~ 91?03'11.... I
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27" X 3fI VAULT II
(F'OR ATTENUATION) I
TOP-72.4' ~
BOT. - 89.4' I
...,
STORMWATER MANAGEMENT POND
(F'Of~ WATER QUAUn)
72.4'
OUTLET CONTROL fJRUCTURE (SMART BOX)
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INDEX NO.118 - N. T.S.
J BlDG
V 5.08'F;,
:y 'i- '3."
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/ -
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0.10'1, ~
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ct LETTERS PERMIT ·
WHITE IMCKCROUND ONLY
STANDMD PRE-PAINTED
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INDEX NO.119 - N. T.S.
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606,2J'W; 606.1 O'R
DATL
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NO.
DATE
3/14/03 REVISED F'OR ORe MEEl1NG
2/14/03 Of
2
1
REYIIIOIII
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IV
H. Bt<<>Y, (J' 1l.OO< "A. AlSO
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PER F D.O. T, vs. BOOS.E. CNX:
NO. 8942167, DATED SEPT. 12, 1990
flR 5/-0
I 2865
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$89'59'31.[
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$89'52'01.W
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BRG. REf, UN[
(ASSUI.lED BRG.)
40
2
8
GO
120
Aztec Grass
I gal., 1211 ht. x 1211 spr.
Crape Myrtle
81- I 0' ht, X 41-51 spr., 5 stem
, 3" cal.
OVERHEAD LINES
N89'59'58.[
243.011.1; 242.65'R
3 I Crape Mvrt e
I 8'-10' ht. x 41-51 spr" 5 stem, 311 cal.
40 I Aztec Grass
I I gal., 12" ht. x 12" spr,
2 I I Podocarpus
I 3 gal., 24" ht. x 24" spr.
~
\... EAST-Vl[ST a.. (J' SECTION 1+-29-15
ON $I ~ TB~
STORl.In. ~ I.IANtm
It. RII ,I.- 73.f7
It. IN. n - 6lW (15" IQ')
L-
COURT STREET (CHESTN JT STREET - PLAT)
100' R/
( .9lHAll)
(ASPHAl 1)
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,t CURB cl: QJTTfR
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I ~ 2 I Cr!num Lily
· ~~ I /5 gaL, 36" ht, x 36" spr.
~ .J4r.T i'- .~ 8 I Th0'alhs
I 3 gaL, 16" ht. x ,(;" spr.
I LI&;Jstrum Tree
I 7-8' ht. x 7-81 spr.
tnm against wall
I Lady Palm
I 10 gaL, 36" ht, x 36" spr.
10 I Indian Hawthorn
I 3 gal. , 1(;" ht. x 1(;" spr.
I Sus. Viburnum
I 3 ~:pl., 2411 ht, x 24" spr.
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120.3~ 20'R ff'/W
'-V
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10' c,t., I 21 c,t.
I 5U5. Viburnum ~
3 gal., 24M ht, X 24M spr.
7
Bl.DG
5.35'W.
Var, AICjenan Ivy
I gal.. I 2" ht.x I 2M spr,---
GIant Llrlope
1 gaL, 12M ht. x 12M spr.
5
I ~l~ ~~~ 5-(;1 spr:-:-~~;' ;;.31.
144 I Podocarpus --
:3 gal., 241\ ht. X 24" ~ ;-Jr.
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3 gal., 241\ ht. x 24" ',Jr.
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I 5\Js. Viburnum
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I Live Oak
I /4" t c.: " "P' 311 """'1-
n , x J-O ~ J.. <...-a ,
I Lady Palm
I 10 gal., 3(;11 ht. x 3G" spr.
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f7 /3' ht. x 7-8' spr.
: ,t II~ _1galnst wall
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605.93\1C; 6OS.30'R 0.1" , rn 1 2 --...........
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PLANT MATERIALS SCHEDULE
Code Botamcal Name
Cnnum aSlattcum
6 /lex opaca
JUniperus parsonll
Lanatna camera
4 Lagerstroemla indica
2 Llgustrum spp.
Llrlope muscarl
Llrlope spp.
Plumbago aurlculata
Podocarpus spp.
1 0 Quercus vlrglnlana
Raphlolepls Indica
I 4 Sabal palmetto
Viburnum suspensum
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Common Name
Crlnum Lily
East PalaU:at1plly
Parson's Juniper
Yellow Lantana
Potomac Crape Myrtle
Llgustrum Tree
Giant Llnope
Aztec Grass
Plumbago
Podocarpus
Live Oak
Indian Hawthorn
Cabbage Palm
Sandankwa Viburnum
GENERAL LANDSCAPE NOTES
I. All i7lant materials shall be Flonda # I or better and Installed to highest nursery standards, Plants shall be
healthy, f: ee of pest and disease,
2, All [llants shall be container grown except as noted on plan,
3, All f>alms and trees shall have stral'3ht trunks With no tWists, knottln'3 or other defective characteristics,
4, Mul.:h shall be 100% Pine Baric., Installed to a minimum thickness of 2". .
5, Sod shall be 95% weed free St. Augustine "Floratam", Installed With tI'3ht JOints,
G. All dimenSions shall be field checked by the Landscape Contractor prIOr to construction With any
dlscrepa:1cles reported to the Landscape Architect,
7, All materials shall be as speCified on the plans. If materials, labor or Installation techniques do not adhere
to the speCifications, they Will be rejected by the Landscape Architect With speCified matenals and installation
carned out by the Landscape Contractor at no additional cost,
8, Ne substitutions of materials or chan'3es to the drawln'3s or speCIfications shall be made,
9. All rcqulred permits at'€ to be prOVided by the Installln'3 contractor unless speCifically stated otherWise In
the spedlcatlons,
10, Contractor Identlftcatlon sl'3ns shall not be allowed on the proJect,
I I. CO!ltractor shall be responsible for all Items as shown or deScribed on thiS plan and speCifications.
12, AII;-roposed landsCJpe and sed areas contalnln'3 turf or weeds shall be treated With "Round-up' per
manufacturer's speCifications,
/3, LarlClscape Contractor shall prOVide all necessary Site preparation reqUired to ready the site for plantln'3 as
specified.
/4, Th~ landscape Contractor shall warranty and guarantee all matenals and labor for a pCrlod of 90 days for
shrubs a,~d groundcover, palms and trees. Warranty and '3uarantee period shall be'3ln upon date of completion.
/5, All repairs and/or replacements shall be made by the Landscape Contractor Within 10 workln'3 days upon
nobflc.3LicAl of any defiCienCies by the owner or their rcpresentatlve,
1 G, All questions re'3arding the Lindscape Plans and SpeCIfications shall be directed to the Landscape
Architect at (727) 187-2840.
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110',121,14',1(;1 .t, ~;}r"I' ~~~~~ ~
5 I Sus. Viburnum t,.:" "",,,,-~ ""-
3 gaL, 24" ht, x 24'ppr. lI(~ ~.~.., ~~~~ ~
I Cnnum Lllv / ~": ~ "",- ~~
I -'_5 gal., 3(;" ht. X3b" spr. ,>:~ ~ ~~
2 I Cabbat:1e Palms ~ ~::'~: ~~~ ii
I 10', 14' c.t. 15)( \)~ .....""'" "" :\
::.~~ · II
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~ ~~~- '-"''\. ( SOD ----------- . # 39(3.... t ~......- 5,08'[,
r ...~ ""^ ~ ~ ""^ " ":' .. . . ~,."~~ 1cJ". "" ~
~m_n~!!: ~.~ ;:>'\\:.. 9~~~~~ ,,:" ~1l"1 8<');1"'.....1.20OO'lI;"\ O'R 1 ~ ".....-------
( .. ' tIts. P.la'W.
~~ I Var, Confeaera:l Jasmine
East Palatka Holly , OVERHEAD UN 5 I 3 gaL, 24" ht. 24" spr.
81- I 0' ht. X 41 spr., 2" cal. 2 I Cabbat:1e Palms
I /0', 14' c.t.
"
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FERflLIZATION
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Shrubs and Trees
All tree:. and shrubs shall be fertilized With "Agnform" 20-1 5-5 plantln'3 tablets at time of plantln'3 and prior to
Installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that IS between
the mldL!le and bottom of thc' root ball.
Applic;lt1on Rate:
/ Gallon Container:
3 Gallon Container:
5 Gallon Conta,ner:
7 Gallon Container:
Trees:
I - 2 I '3ral1 tdblet
2 - 2 I '3ral1 tablets
3 - 2 I gral1 tablets
4 - 2 I '3r.1l1 tablets
3 tablets per each J /2" CJllper of trunk
\
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Grounc!cover Areas
All '3roundcover areas shall receive fertilization With "Ozmocote" time release fertilizer per manufacturer's
speCific' >ons,
5cl tree plumb.
With top of
rootbJIl I 1/2"
3bove fLfll~h
<jr"de
Rubber hose
II , 2 gauge
Il"~u!ch
3' Tree wel
f'rllsh gr.;d
, 2' length red
plastiC flag
tape
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2.4 pt stale
Reot ball
f':atlvc SOil
bac.kf,ll
EXisting native
50,1
-e TREE PlANTING DETAIL
2/3 Tree drlphne
Ex,stlng tree to
remain
48' Height
I x4 pt rail:;
2x4 pt post
24" Depth
l<lstlng grade
-e TREE PROTECTION DETAIL
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5et shrub
plumb, WIth top
of rootball I"
_ Jbove fInish
~ grade
r"LF~I\~I\!~I\~~ ,~{~ I)C:.~/~-::::..OPMEr\JT
2' Mulch
f'rllsh Grade
..
R.oot ball
Native SOil
b..d:.flll
-ExIStln'3 nilt;ve
50,1
SpeCification
15 gal., 3(;" x 3(;"
8'- 1 0' ht, X 41-51 spr., 211 cal.
3 gal., 1211 ht. X 18" spr.
1 gal., (;" ht, x J 2" spr.
8'-10' ht, x 41-5' spr" 3" cal.
multi-stem mln, 5 stems
7'-8' ht, x T-8' spr.
1 gal.. 12" ht, x 12" spr.
I gal.. 12" ht, x 12" spr.
3 gaL, 18" ht. x 1811 spr.
3 gaL, 24" ht. x 2411 spr.
I 4' ht. X 5-6' spr" 3" cal.
3 gal., I G" ht. x 1(;11 spr.
C.T, as noted on plan
3 gal., 24" ht. x 24" spr,
-e SHRUB PlANTING DETAIL
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COPLEY DESIGN ASSOClA TE~
LANDSCAJ
ARCHITEC'
1666 Laney Drive
Palm Harbor, Florida 34
Phone 727 787-2840
Fax 727 785-4017
Landscape Architec1U'
Site Planning
Construction Managemi
[ JOB NO. 22057
L LH~ET I
Scale III
201-0"
N. Btl)y, (l' IUlO( "A" AlS) OVERHEAD L1NE5
~ 1HE s. R/W (l' coon STRm
PER F.D.O.T. vs. ~ CJS:
NO. 8942167, DAlID SEPT. 12. 1990
FlR 5/'0
, 2865
BUt rot
S89'S9'31t: 243.0111; 242.65'R
S9O'OO'oo.[
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(ASSLWl BRG.)
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589'52'01"
H89'59'58"E
243.OS'R
589'54'511
ct
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COURT STREET (CHESTNUT STREET - PLAT)
100' R/W
(ASPHAl1)
(ASPHAl1)
ON SITE TBt.t
STORW SfJ{R WAHH<l.E
Illlll wv.. 7W
IlIlV. a.- &US (15" 1llP)
~
b
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2' CURB & GUTTER
2' ~ &: GUTlER
@
------------,---------L
fillY
2.J3'lL
0.06'1.
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2.7fM. I .
605.93\1C; 6OS.3O'R . 0.18'1., m 1 2
242.56'yC; 242.65'R b
217.61"
FIR lIt
, 2512
589'59'15.[
5' s/W
EXISTlNG 5' S/W 589'59'03"
589'59'03"W 5B1.18'W
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FlR lIt
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tw o~
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IRRIGATION SYSTEM REQUIREMENTS
I. Shallow wells. open surface water bodies, or reclaimed water must be used as a source of
Irrigation water. The dlstrlbutlcn system for Irngatlon must not be connected to county or
mUniCipal water sources, unless It can be demonstrated that these sources are not available.
2. Irrigation systems must utilize low volume deSign such as low trajectory heads or soaker
hoses to prOVide direct application and low evaporation. Systems that overspray areas that do
not requIre Irrigation, such as paved areas wIll not be acceptable. High Irrigation need areas
must not overspray low need areas,
3. HIgh water demand landscape areas such 035 turf must be served by a separate Irrigation
zone than low water need areas, such as planter beds, or mulched areas wIth trees. In no case,
shall any planted vegetation area be more than 50' from a water supply hose bib.
4. Automatic Irrigation systems must operate by an Irrigation controller capable of
differentiating between schedules of high and low water demands areas. Controllers must have
multiple cycle start capacity and a fleXible calendar program able to be set to comply with local
or water management dlstnct Imposed restnct;ons.
5. Automatic Irrigation system5 must be eqUipped with a rain sensor deVice or SWitch which will
override the Irrigation cycle of the spnnkler system when adequate rainfall has occurred.
GENERAL IRRIGATION NOTES
;'t.'..
;
,
i
/, Install a new automatic Irrigation system to prOVIde 100% coverage of all landscape areas,
2 Shrub risers shall only be used In hedges or mass plantlngs. Risers shall not extend more than 2" above the
Installed height of the plant.' All nsers shall be schedule 40 pipe, painted black., In no case shall shrub risers be
Installed adpcent to walkways. driveways or other areas where they may be damaged,
3, All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up fixed spray
heads, All heads shall be Installed Wlth the top of the spray body flush With finish grade, All groundcover areas
shall be IrrlCS3ted With I 2" pop-up fixed spray heads and extensions as reqUired.
4, All sodded areas shall be Irrigated With 4" pop-up spray heads or pop-up gear driven heads unless
othelW1se speCified.
5, Pipe, valves and other Irrigation equipment may be shown In dnves, walks or bUildings for clarity only, Install
all valves and other equipment In landscape beds for best acceSSibility and concealment,
b, Valves shall be Installed In a manifold Within a valve box of suffiCient size to seNlce all valves Wlthln the box,
Valve box shall be free from any debriS which may cover valves, PrOVIde a 3" depth gravel sump at the bottom of
the valve pit.
7, A111rr1/3atlon equipment and Installation techniques shall meet federal, state and local codes, regulations and
ordinances,
8. All gear driven heads and all heads along walks. curbs, drives and parkmg areas shall be mstalled on fleXible
polyethylent~ sWing JOints,
9, Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSible, Precipitation
rates and head type should be compatible Within each zone.
/0, Gear driven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible,
I I, Controller shall be mounted as shown on plan
/2. All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade, Sleeves shall be used only
to InstalllaU~rallrrlgatlon hnes through, Sleeves shall not be used as a method to convey water through the
system.
13, Adjust all heads to prOVide maximum coverage and effiCIency and minimize overthrow. Irrigation heads shall
not spray o/er walks, drives or any other non-Irrigated areas,
14, EqUipment shall be manufactured by, "T 01'0", "R.3mblrd" or "Hunter" or as otherWise stated on the plans.
15, Contl'actor shall fteld verify water source to deliver the proper pressure, pounds per square Inch (PSI) and
water flow, gallons per mmute (GPM) as required by the Irrigation system. Notify the lAndscape Architect If there
IS any discrepancy,
I b. All permits reqUired for Inswllatlon shall be prOVided by the contractor,
17, Refer to the lAndscape Plans when 10C<:ltmg all irrigation equipment, Allow ample room near Irrigation
equipment '01' the proper InstallatIon of trees, shrubs and other work. shown on draWings to be Installed,
/8, All WIres shall be Installed In Wire sleeves,
19, Contractor shall be responSible for all Items on the plan and irrigation speCIfication,
20, Contractor shall Instruct the owner on the full operation and maintenance of the Irrigation system,
2 I, Contractor shall be responSible for all fmal repairs or adjustments to prOVide proper coverage to all
landscape areas,
22, All questions regardmg Irrigation specifications shall be directed to the lAndscape Architect at (727)
787-2840,
"
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o
IRRIGATION SPRAY I-lEAD DETAIL
Ra,nbwd I 5' R.<lOIU5 End St,,, Sf"rayhead
R#lnb,rd 15' RadiUS S,de SU'p Sprayhe.1d
R#,nbord 15' RadiUS Center '7tnp Spr..Jyhead
Hunter 1-25 full Circle Gear Dnven Head
Hunter 1-2S Adjustable Rad'U5 Gear Dnven Head
F"'l~h Gr..de
eo""'''U: do<1ut
at e#Ch head
Gate Valve
POP-LIP '3~r dnven
"peay head
r oly ell
,J Water Saure<:: - Shallow Well
~
",J
in I 1/2' Electnc Remote Control Valve
".
"1
F4. Ra,nblrd RC XXGO Electrom<:ch4lrllc.a1
; J Controller
, ~! Netaflm Under<;3round Low EmiSSIon Dnp System
rve la~ral "0<' p'pe
-e
IRRIGATION GEAR DRIVEN HEAD DETAIL
PI~E SIZING CHART
0-5 GPM J /2" PVC f'1f'E
6-10 GPM 3/4" FVC f'IFE
"
I l-ro;5 Gf'M I" f'VC f'IPE
i~
I 6- 25 Gf'M 1/4" f'VC f'1f'E
26- 35 GPM 1/2" PVC PIPE
36-50 GPM 2" PVC f'IfE
50+~ GPM 2 1/2" PVC PIf'E
Finish Gr.aoe:
1 · minimUm ~f4h
mln:mUm d~pth 1 ·
~mote control ....alve Wlr~ to be 1"=-t.3lled under malnlll~
secure to (11.llInllne at 8' Interv;;Jl~ WIth w~terproof
wpe wrapped 4 tlme5 ~rO<Jnd pope at each lout,on
-e IRRIGATION FIPE DEPTH DETAIL
N
Scale , II
201-011
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CQPLEY DESIGN ASSOCIATES, Th
LANDSCAPY
ARCHITECT
1666 Laney Drive
Palm Harbor, Florida 3468~. ,
Phone 727 787-2840
Fax 727785-4017
Landscape Architecture
Site Planning
Construction Management
[
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JOB NO. 22057
SHEET
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IRRIGATiON LEGEND
I ~ SpeCification
iF Ra,nblrd 5' Racl,U~ full C"c1e Bubbler
:1'
: l~ R<>lnb.rcl S' ~dlus H.Jlf Clrclc BU:7bler
:n
.!, Ralnb,rcl 5' ~dlu~ Quarter Circle Bubbler
"; i-~
:;- Ra,nblCd 5' R.<lclIUS Center 51 np Bubbler
T Ralnblrd 10' R.<ld'U5 Full Clre 'e SprayhCiiel
f:
; t Ra,nbwd 10' R.<ld1U5 Three Oii1:er Circle 5rrayheild
d Ra,nblrd 10' Radlu5 Half elf-':" Spr ayhcad
:p
t ti Ralnblrd 10' R.<ldlus QJ~rter ("ete SprJyhc.Jel \,
114 t
;n R#inblrd I 5' RadlU5 full CIr,' Spr;;;yhead I"
! ~ R;o,nblrd I 5' RadIUS Thr= Gd..r...cr Circle 5prayhe..1j
t ~t
q: Ra,nb,r,' 15' R.<ldlu5 H..lf c,r,:e Spraynead
Ra,nb., 1 I S' RadIUS Quarter Circle 5prayheael
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15 E., PINELLAS COUNTY, FLORIDA
SECTION 14, TWP. 29 S., RNG.
~ -(I:~ ",v'" ",.$ "i7~ ",,,~ 't.::;> ~
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______________________,_u______~----------------------------. .--::....---------
COURT STREET (CHESTNUT STREET - PLA T) ~ EAST-\IBT a. c1 ;ICTI~ 14--29-15
100' R/W
(~T)
ON SITE TBM
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N. RII Elf'/,' 7J.1l7
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EDlG THE S. R/W OF coon STRffT ~~ 1- o/~ {y~ ,~{Iv ~ ~ o/~-(\i
PER F.O.O. T. vs. Ba<S.I:. CASE ,. ' , " , ,
NQ ll94~61. O'lED "'T. tuGGO ~~" 1- _ ~ ~ __ ___._ _._?.. _.. _ <'__ ~ _ _ __
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2.77'K /.
605.93\IC; 605.3O'R 0.1" ~ FIR 1 2
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303.20\1; 303.05'R S89'5152"W 303.02\1; 303.OS'R J, I 4086
606,23~; 606.10'R El.l<. cot
LEGAL tl:~
24,3,OS'R
, , --'--- , , ----- " --- " ----(/)---- " ---...
589'52' 01"W
LOTS 5 AND 6, BLOCK A. BREEZE Hili. Aro:mNG TO lHE PlAT 1HERE(f' Mj RECOOOfD IN PlAT
BOO< 13. P Ac:F.. 66, (f' lHE PU8UC RfCOOOS (J' PlNEUAS COONTY, FLOOlDA.
S89'5.f57lY
FDA ZeN:
lHE A80'wf DfSCRtBED PRMRTY APPEARS TO BE IN ZOOE X. IN ACCOOOANCE 'MlH lHE flRU
MAP (f' lHE aTY (f' a.EARWATER, ro.fMUNITY PANR NO. 125096-0016-0, MAP RE'v1~
AUGUST 19, 1991,
PFEPAfH) FOR
PLATTED EASBAEM NOTE
caaw. NOTES
SURVEY ABBREVlA llONS
UcOO~J, HO.D!NGS, INC.
EAOi GRANlEE AGREES lHAT UPOO RfC(JEST (f' THE ~T OYrNERS 00 SUCCESSOOS (f' ANY
POOll00 (J' THE SUEO~SlOO TO GtA.NT AN ~ENT O'wfR 1HE PlOT COO'Er'ING FOOR (4) FEET
IN 'MOTH ALexiG THE REAR (J' SAID LOTS FOO THE LA'r1NG (f' ElfCTRlC CABlES AND GAS 00
sro PIPES. 00 ERECllNG NECBSARY PQES FOO lliE PURP~ (J' SUPPL'r1NG TEl.EPH<H,
ElECTRIC UGH AND OlHER PUBUC SERV1CE TO THE RESlOOHS (f' THE SUIDV1Sl~ 00 FOO NiY
OlHER SIMILAR PURPOSES (f' lliE GENERAL PUEUC INlERESTS.
1. UNlESS O~ STATED, l}f PRmRlY DESCRIPTIlll SliO~ HERE~ WAS PRO'.1DED BY THE tllNT, 00 aJENT'S
ll:SOO TED AGENT.
2. U~tf) III'R(M}.jENTS, tlCllXllNG BUT NOT UWrTED TO BUll.OlNG FOONOA TICflS, HA'If NOT EflH LOCATED
EXCEPT 1:5 ~QYtj HERf()(
1 1NACCE.S98lE ABO'Yf GROJIf) Ij,IpR()\B.lEHTS (E.G. IU.1>>IG 0\fRHmGS. THOSE 'tIlITHIN SfaJRED AREAS, ETC.), HAVE
NOT EIEN LOCAlID EXCfPT ~ ~0'6tl HERE()(
4, UIt.ESS OTHERfi STATED. TItS 9JR'Cf W~ PlUARED "THooT l}f BfJflTT (J' A 'TITLE SfAAai AND !,lAY E[
SUB..ECT TO AOOrow. EASOINTS, ~G1fT-(J'-WAYS. .00 OID IiATTERS OF R[COOO.
5. lI-fRE ARE NO VISIlf ENCROACH8TS. EXCEPT ~ ~0YllI 1f:R[()(
6. BEC~ (J THE POSS8l.IlY tf WO'ffiOT (J THE IMlUENTAl1()l fR(IllTS 00lCINAl PLA<DlENT BY PERSCliS
OMR THAN THf ~ IT IS R[CiMIE1OO) THAT PRlOO TO 00 to ItoIPROIDOTS 1lI THE PRCHRTY
nE P09TK>>4 (J H lotCJWNENTA1'J()4 EE ;{Rf(O.
7, UHA~ CCHS ANO/OO ~lICfiS \1A ANY t.EDItAlI (J THIS 00Ct.JWENT 00 00 PORTIOOS 1H[R[OF
ARE ~ Y PRCHEllID nwr THE S(}fi; Sl.JR\{)'Q(S ~TlEN rofDIT,
8. BASS (J' EEARlNGS IS ASSlJIED.
9. AU. EIUI.DNG TES, PR<mm' WAAl<ER LOCA 100 AND 0llIR SITE IIlRO~T LOCA TIlliS ~QYtj HERE~ ARE
IlEASURfD flt:RPUOaJl.AR 10 ADJA<IHT BOONOARY lHS, UftiSS OllfR'l1ISf ST A lID.
10. FlOOO ZM IEOOlnl NfJ/<JI. FlOOO ZM: UPES (F AN't) SHOVltIIm(Jl HAl,{ ffiN SCAlED FRfM H
RffERENCffi YAP AND AR[ APPROXIMATE. M: lRll: FlOOO Z<H: UPES !,lUST BE omRWINfD BY AN ENGINEER.
11. lHIS SUrMY OCES NOT 0CTERl.Ilf: (JI. l"'PlY OHRSHP.
12 THERE IiAY BE ADlX1lCtW. IBTRIC~ EASaEN1S ~ OlliER WATTERS Cf REccm THAT ARE NOT 9i~
tmCJ4 THAT WAY BE FOOKlIN 1lf: Pl8JC RE~ Cf TItS caJHTY,
11 ElEVA100 SHOVIH tm()l ~ B~ 1lI CITY tf ClEARWATER B.lA. , [-8, ElEVArof = 44.275' H.G.V.O.
?Rl:F = ~'<T"
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NCW " NATICJl.It GlOOf1lC ,fRilOL DA"-'l
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MAR 1 7 2003
PLANI~II\JI.::i Cv. 1J::./i::UJPMErH
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BOUNDARY and T~ SlRVEY
JOO tMlBER: 010348 DATE SUR\OtD: 5--4-2001
DRAVI1NG RlE: 01OJ.48.DM; DATE DRA~: 5-9-2001
LAST RE\1SIOO: 2-1-4-2003 X RmRENCE: N A
GEORGE A. SHlJlP H
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LAND SURYfYORS WID PLANNERS
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RNSal SLtL NIl 9GHAruRE'~ llE'R.M:lA w:HSED ~ AN) WAPPet
oc~~L~N~~12
OWA'IN[ A. RUlH, PRCfESSI<WL S1.JR~ & IUJlPER No. 5635
DRA'MfC Fll
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0300fa.o<<;
DATE
2-6- 2003
2-1-4-2003
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