SGN2002-00803
SGN2002-00803
125 Belcher Rd S
International Sign &
Design
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70NtNG APPROVED
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5,563-. X 0.258- STD PIPE
5 NOMINAL DIAMETER
OR EQUIVALENT
10.75-. X 0.365- STD PIPE
10 NOMINAL DIAMETER
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7/8-. HOLES FOR
3/4-' A325 BOLTS (4)
'-I CONCRETE
m FOOTING
L '
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4'-6-
SQUARE
NOTICE:
CORNERSTONf; ENGINEERS, INC. IS
RESPONSIBLE FOR COLUMN AND FOOTING
DESIGN ONLY. SIGN CABINET COMPONENTS
AND ATTACHMENT ARE THE RESPONSIBILITY
OF THE SIGN MANUFACTURER
ROUND
JAMES E. WRIGHT, JR,
C\~
,~VAII'1
FL P,E, # 53722
1. All design, fob I~a~'on, Installation and construction
sholl conform ~o the following specifications. unless
specifically notrd otherwise on the drawing:
· The Florida BU~ldlng Code 2001
· The 2000 Inte~natlonal Building Code
· The 1997 Stan pard Building Code
. American Concrete Institute Building Code
Requirements ~r Reinforced Concrete (318-95),
. American Insti~ute of Steel Construction, Inc
Manual of Ste~1 Construction (9th Edition).
. American Weldl"g Society ANSI/AWS 01,1-98
Structural Weld1lng Code - Steel
2. All steel comppnents sholl be os listed below.
unless noted o~herwlse:
All rolled ShOp,s. plates ond bars sholl be
ASTM A36. or ~qual.
. All standard pipe sholl be ASTM A53. Type S or E.
Grode B. or e9ual.
All large diam~ter pipe. mode of rolled and
welded steel plpte, sholl be of certified, tested
material. All ~eams sholl be welded continuously
with full-penetration welds.
All structural t~blng sholl be ASTM A500.
Grode B. or eq~al.
. All bolted conn1ectlons sholl be mode with ASTM
A325 Bolts. or equal.
. All anchor bOltf' sholl be ASTM A307, or equal.
All welds sholl be mode with E70XX electrode,
or equal. ,
. All exposed m~terials sholl be properly protected
from weatherlnr and/or corrosion.
3, All field welds Jhall be mode by 0 welder certified
In the speclfie1 position.
4. All concrete s~all hove 0 minimum compressive
strength at 28j days of 3000 psi.
. Slgnage may b! Installed on the structure after
o minimum cu~ing time of 3 days. provided the
curing process Ihas been properly malntenanced
In accordance rlth ACI 318-95.
5. No steel reinforcement is required In cube or
auger st~e foo~lngs where the support column
Is embedded directly to the bottom of the footing,
6. The structure !;las been designed to withstand
110 mph wlnd,peed (fastest mile) with 0 maximum
design pressur~ of 44.83 psf. (ASCE 7-93)
. The struCture has been designed to withstand 0
130 mph wind ~peed (3-sec gust) with 0 maximum
design pressur~ of 33.09 psf, (ASCE 7-98)
7. The foundation I has been designed assuming
the following s<?1I conditions:
Allowable Laterol Bearing Pressure of 400 psf /ft
(This value Is ~sed for cube and auger footings,)
400 psf /ft cor~esponds to 0 medium dense
sand. or equal,l
. If soli condltion:s other than those assumed ore
encountered (I~cludlng soft solis. unstable or
collapsing solls.1 organic materials, or groundwater)
cease excavatiqn immediately and contact the
engineer so th1t the foundation design con be
re-evaluated,
8. If existing and Iproposed conditions ore not
os detailed In his design drawing the Installer
sholl notify the engineer Immediately.
Note: I
Cornerstone Engineering, Inc. Is registered to
provide englnee'llng services In the State of
Florida os cornrstone Engineers, Inc.
GENE~L DESIGN
4250 Bessemer R?ad - Brooksville, FL 34602
Gulf Bay Animal Hospital 0 18'-0. Overall Height
Clearwpter, Florida
,
Project ~
Drown By.
CORNERSTONE ENGINEERS, INC.
302 COLLEqE ST. P.O. Box 1029
MADISO~Vn..LE, TN 37354
PH (423) 420-17r FAX (423) 420-1747
!
021399
RFF
Dwg #: C3785
Scale:! 3/8-=1'-0-
!
Dote:
Sheet:
07 17 02
1 of 1
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3, IRI\ nON SYSTEMS SHALL UTILIZE LOW )LUME DESIGN TO PROVIDE DIRECT
APPLICATION AND LOW EVAPORATION WAI~.. SUPPLY SHAll BE PIPED TO EACH I
INDIVIDUAL PLANTER ISLAND. AND IN ~O CASE SHALL ANY PLANTED VEGATATION AREA I (
BE MORE THAN 50' FROM A WATER SUPPLY HOSE B!S. SHALLOW WELLS, OPfN ! .:1
SURFACE WATER BODIES, OR RECU\!MED WATER SHALL Bt: USED (UNLESS r-
UN - \JLABlE) ~ A SOURCE OF IRRIGATI"~ WATER.
4, CONSTRUCTION EQUIPMENT IS NOT AllOwiD ON THE SITE UNTil I
THE HABITAT MANAGEMENT AND LANDSCAPE PERMIT IS IN HAND,
5. CONTRACTORS ALL OESIG~TEO AREAS ON THE ENGINEERING DRAWINGS.
6, ALL EROSION CONTROL MEASURES (SilT BARRIERS) MUs'r BE INSTAllED AT THE
TIME OF BARRICADE INSPECTION, AND REMAIN IN PLACE UNTil STABILIZATION OF .
THE SITE HAS 'BEEN ACCOMPLISHED,
7, PlEASE BE ADVISED THAT MINOR CHANGES TO THE APPROVED PLAN (I,E" I
SIDEWAlK, BUILDINGS, UTILITY LINES, ROAD AliGNMENTS) MAY BE REQUIRED AT I
THE TIME Of TREE BARRtCADE INSPECTION. TREE REPLANTS MAY BE A . f
,CONDITION Of,~E PERMIT. / ,,+J'":-'"
8, IT IS RECOMMENDED THAT AN APPROVED INSECTICIDE BE APPLIED TO All .
PINES REMAINING FOR PROTECTION AGAINST THE PROMINENT IPS PINE BEETLE,
THE OCCURRENCE OF THIS BEETLE IS INITIATED THROUGH A PINE'S STRESSED I
CONDmON WHICH MAY READilY RESULT FROM VARIOUS FORMS OF GROUND I
DISTURBANCE, THE APPLICATION OF AN INSECTICIDE IS RECOMMENDED ~ v/
PRIOR TO CONSTRUCTION ACTMlY. ,,")
,.
LEGAL DESCRPTION:
THA j- CERTAIN PROPERTY RECORDED IN O.H. BOOK 6912, PAGE 0354
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING
DESCRIBED AS FOLLOWS.
THE SOUTH 100 FEET OF THE NORTH 200 FEET OF THE WEST 1/4 OF
THE SOUTHWEST 114 OF THE NORTHWEST 1/4, LYING IN SECTION 18,
TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA,
LESS ROAD RIGHT -OF -WAY OVER THE WEST PORTION THEREOF, BEING
FURTHER DESCRIBED AS FOLLOWS.
COMMENCE AT 'THE NORTHWEST CORNER OF SAID SECTION 18, THENCE S
000 08' 02" E ALONG THE WEST LINE OF THE NORTHWEST 1/4/ OF SAID
SECTION 18, FOR 1448,96 FEET, THENCE LEAVING SAID WEST LINE,
~I~~. T~~ 17~'S~' ~~~T ~gF~~:yE~iNiOOFT~~C~~~ ~~A~TFEt:E~:~O~OINT J(
OF BEGINNING, THENCE LEAVING SAID EAST RIGHT -OF -WAY LINE, :
CONTINUE S 89. 31' 47" E, FOR 270,82 FEET, THENCE S 000 00' 26" W, I
FOR 100,00 FEET, THENCE N 89. 31' 47" W, FOR 270,58 FEET TO THE
POINT OF INTERSECTION WITH SAID EAST RIGHT -OF -WAY LINE,
THENCE N 00. 08' 02" W, ALONG SAID EAST RIGHT -OF -WAY LINE, FOR
100.00 FEET TO THE POINT OF BEGINNING AND CONTAINS 0.621
ACRES OR 27.069 SQUARE FEET MORE OR LESS.
-'
LANDSCAPE NOTES:
1. ALL LANDSCAPE IS TO COMPLY WITH CITY OF CLEARWATER
ORDINANCE, All PLANT MATERIAl MUST BE FLORIDA, 1/1
OR BETTER, HEDGE MATERIAL MUST BE 2 1/2 FEET
ON CENTER DEPENDING ON PLANT SPECIES. ALL TREES MUST
BE A MINIMUM OF 8 FEET AT THE TIME OF PLANTING,
ALL HEDGE MATERIAL MUST BE 24" HIGH,
2, NOTE TO CONTRACTOR: TREE AND EROSION CONTROL BARRICADES
RiQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN i
INTACT THORUGHOUT CONSTRUCTION, ENCROACHMENT INTO OR FAILURE TO MAINTAIN I
THESE BARRICADES WilL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE I
CITATIONS AND/OR PERMIT REVOCATION. !
I
I
;)
\
9, ALL PERIMETER LANDSCAPING HEDGE TO BE CONTINUOUS BElWEEN
LANDSCAPE TREES,
10. AlL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLlUS)
AND PUNK TREES (MELALEUCA QUINQUENERVlA), MUST BE REMOVED AS A
CONDmON OF SITE DEVELOPMENT. WHERE NECESSAlY DUE TO THIER
PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAl WilL BE REQUIRED.
IN THE CASE OF RESIDENTIAL SUBDMSIONS THE REMOVAL' IS TO OCCUR AT
THE TIME THE INDIVIDUAL LOTS ARE PREMITTED,
r:
11. TREES PLANTED UNDER OVERHEAD OBSTRUCTED (1,[', POWERlINES) MUST BE
CHOSEN FROM A SPECIES ON THE CITY Of CLEARWATER APPROVED SPECIES
.u LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION,
TRANSPORT A TION IFACT FEE NOTE: .
TRANSPORTATION IMPACT FEE SCHEDULE AT TIME
OF PERMITTING SHALL BE THE AMOUNT CHARGED.
CONTRACI'OR TO CALL .CANDY' AT 1-800-282-8881,
48 hrs. PRIOR TO ANY ClEARING OR CONm'RUCI'ION
FOR EXISTING UTWTY LOCATIONS.
FILE
-
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TREE LEGEND ,-if B.st c
BOTANICAL NAME ~/ Y COUUON NAUE AYail opy
lIGUSTRUM LUCIDUM lIGUSTRUM HEDGE able
3' GAL 24" x24" , 3d' O,C,
QUERCUS V1RGlf':oIIANA
8' HT" 4' sp,
LIVE OAK
NORTH
/
,--~"" w
l~~) 3S
~-----.....
( IS J 331
'>, ".........:>l
(C;j 3 <1
l+
)2-
51 / 2..
?
E&-0
EB--0
EAST PALATKA HOLLY
LAGERSTROEMIA INDICA
8' HT,
ILEX OPACA PALATKA
8' HT,
GRAPHIC SCALE
20 0 10 20
~II
(INFDT)
1 inch = 20 It.
11-11-03
038S1TJU
----
-
--
TREE SETBACKS:
UNDERSTORY TREE
INTERMEDIATE TREE
CANOPY TREE
l' TO PERIMETER
3,5' TO PERIMETER
5' TO PERIMETER
-'
-J>
,e(
1 ,
~ ~)l~
~ ~16 Lr (I, b"'" tv I O'1'*l
\
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,
'\0{'
f)
11-,
)
6 11. ) '/ (;J A I 1cJ.~~tr'{,1
"';.'."'.11)
, A'" 1fit1#;J
~,
30" W/L
....-:;.- 6' W /L (L OCA TION
....
...
...
...
I ~~
.,,'"
t
j
I
: ~~
+ ,,'"
~~
~"'.
+
foO
.,.
"i
+
II
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I,
II
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"
PROPOSED
RETENTION
POND
10' SIDEY ARD SETBACK
trlpM 90.30.
--------------~:~------------------------
]I( PROPOSED BLDG. 10"
12 ' ONE STORY C.B.S. .
1.149 S.F' .
F.F .E. . 75.8r
6".
\ -~I.,,,
\ r--' -. -.-. -' _. -. "T""':-~=;' -. -. '"
\ L..-._'-'-'-'-'-'I'-'-I.-'~'rl
- _____ _____ ___I _ ___,~' .
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~~ ~~~ ~~
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(I)
20' REARYARD SETBACK
EROSION CONTROL (lYP)
+
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+
-,
I- a--~-.
- _w- - _._ - _._ - _._ __._ --"---"-- _w- --y--- - _w-- -.-- _.___w___
.,~
10' SIDE YARD SETBACJ('
~
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_ __~_________jjtet_____ ________________~
'\ 17 ~ ~~t--'
II N 89-3"47" W '\ .. ...'J
. I
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~~= == :;:-=::.~:~::::~=:== = = = ==~= == == = === = =- == = = l r".
+,' : '.' 1,1
I - I
I, ,I
II 'ONE STORY METAL t'
I, BUILDING II
'I ,I
I, II
II ,I
II "
EXlSTHG
8' lANDSCAPE
BUFFER
270.58'
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+
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+
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+
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+ +
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.j".
+
,-
/
/
/
/
/
/
"
/
,-
/
/
..!--- 30" W IL
6'" W/L
...
EXTERIOR UGHmG NOTE:
ALL EXTERIOR LIGHTING IS
TO BE POSITIONED SO AS TO NOT
INHIBIT THE PRIVACY OF NEIGHBORING
P~PERTIES.
-.- WATER LINE
. OAK TREE
~ MAGNOLIA TREE
a PINE TREE
A CAMPHOR TREE
o PECAN TREE
o ClEANOUT
- 01(- OVER HEAD WIRE
-$$- SEWER LINE
- - - PROPERTY LINE
o
, c,\~ ~, ~-{,
~~.. ~~~ ,,\\0 c,~
"A < R ."O~ vO~ ~\~~~ ~ ~
V 41 ~~" f\)<(;. ~~
'X,,~<() -U~~ "\ O~
\.G .....~f\) ~~"
"r 't(,~(J
O~~
\.<:1
(LOCA TION APPROXIMA TE)
~ FIRE HYDRANT
f) PUMP
cu. POWER POLE
Q LIGHT POLE
. WATER METER
FLOOD ZONe NOTE;..
THE FLOOD ZONE FOR THIS PROJECT IS ZONE C,
AS FOUND ON FIR" MAP, PANEL NO. 125096
0016B, REVISED JUNE 1, 1983.
LM w,-dJ~
'z",
/00 --:
../
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~
00
00'
0\-
[=:=J
SANIT ARY MANHOLE
SPOT ELEVATION
(AoJ
fA ),.;
PROPOSED
EXISTING SIDEWALK
-x - -r-- EXISTING FENCE
EROSION CONTROL NOTE:
EROStON CONTROL DEVICES TO
BE PLACED ONE ON THE
PROPERTY UNE.
~ ..."
TOP OF BANK
EROSION CONTROL
ASPHALT PAVING
E:J
c=J
~
HMDICAP NOTE:
HANDICAP SPACE TO BE PAINTED
ENTIRELY BLUE WITH SIGN ON
VERTICAL POST,
DATE
No. REVISIONS
BY
o PRELIMINARY
IX! CONSTRUCTION
o RECORD DRAWING
. 1114191
ICWT
REV PER. PIN. CNTY. 8 CONST. SET
."
..
CLIENT
SCALE
ALL SURVEY INFORMATON TAKEN
FROM SEMINOLE ENGINEERING, INC.
DATED 6-13-91, JOB NO. 91-038.
PROPOSED SIOCWALK
TURF BLOCK
TREE BARRICADE
o
ALLIANCE
DATE
07 -12-93
ORA WN BY
DBH
CHECKED BY
JMW
ENGINEERING, INC.
14483 62nd STREET NORTH
CLEARWATER, FL. 34620
TELEPHONE (813) 539-0051
-\."" .'.
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"
SECTION 18 . TOWNSH\
PINELLAS COUNTY.' FLORIDA
DREW
CLEVELAND ST.
,
\
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, . !'''"' ! .(
,-, 1-\
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GULF TO
BAY BLVD,
. ,
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LOCA 110N MAF'
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'SITE DATA:
~~ ,. ,.
..
----~--.
ZONING: C G
(GENERAL ~OMMERICA:..) (
/
27,069 S.F, .( i214 A.C.
,{
, -.
PARCEL SIZE:
LAND USE:
COM" E RCIAL FACILITY
EXISTING CONDITIONS:
BUILDING
PAVEMENT/CONCRETE
GREEN SPACE
TOTAL
.,. I !"
;~ .~.
.~"t',.. . I
.0557 A.C, .~' ',D.~ ~ \
.? 559 kC ,. "8.\) %.)
-.3 J 98 A.C. ~ ~~" 0 r: 4,. " ;'\,
'lL'f. .'
. '1" A"" " "', 'i,,' .~~
.to.. '" ,I..,,;o'~ (t ;',~'0J% ,,:;
'./if\X .d ./<',.,
, . ':. :. .:....~ ' ,,', , ,i
14'..,.~ A C' ... ..:. '\,,;)c'~ "
. ~v . '.- ..j..:..~ J: "
,2~ 1 5 A.C; , 41"' 1:. ... '<
,_ .' .,Jp,,- '0 "
.0;)~9 A.C. . 9.0 % ' .
.03j3 A.C, ..'. s;,: T
,13;:0 A,C,-' 21.9 ~~ ~.
2,862 S,;:.'
10,277 S"
13,930 ~.f.
i.
, 27,069 S.F.
PROPOSED CONDlTtONS:
BUILDING
PAVEMENT/CONCRETE .
DETENTIi,)N POND
TURF BLOCK
GREEN SPACE
TOTAL
SETBACKS:
RIGHT-OF -WAY
SIDE AND REAR YARD
REARYARD SETBACK
MAXIMUM HEIGHT:
6,:'1 - F,
10~8. =-,
2:4$1. :>,F,
1,540 ~.F.
5,925 5;,
PARKING REQUIRED:
27,06~.,).F,) .62~ 4 A."; 10~.OO:;
~._--",I'/ ' .,
, '1<' : ,.-~'
I . .
25 F.T. ,/ "
10 IT" EXCEF WHERE. ,6,6UTtmG
RESIDENTIAL YEN 20 FT.', ~ -._
20 F T '- ,'-;,." ,i
. . I" :... 'i' ~,..~"""," ,! \ ,l ~~ :.
20 F,T~ ,18 ,~::RoVI~~cf) ::,
. ~ ;..' "-: \. .,.'~:
4,5 SPACE/1000 S.f, Of OCE . -.~:
6,211 S.F.. (4,5 SPACE/Ie S,E} = 2
",. ;of, '
,"~'- '
'" ,.>>.;; .
PARKING PROVIDED: STANDARD PARK1N{~ SPACES =4 sr:>,t CE~
HANDICAP PARKIN(~ SPACES' == S~At;E
. TOTAL PARKING srA~~ES PROVlD,....~~
.". ..r-....., '-"...
INTERIOR GREEN SPAct ~EQUIRED = 7061 S.! .(.06) = 423.6 r.
INTERIOR GREEN. SPACE PROVIDED - 424,05 ~;.F.
r-
~_.~_.~-
N>EX:
5.
SITE AND LANDSCAPE PLAN
PAVING, GRADI'NG AND U.ql
, ,~. 1~5r.
PAVING, GRADING AND DR.
DETAIL PLAN
SURVEY PtAN
1 .
2.
3.-4.
GULF SA Y ANIMAL HOSPIT AL
SITE AND LANDSCAPE PLAN.
I" . 20'
OWN:R:
DR. SCOTT TREFZ
GULF BAY ANIMAL HOSPITAL
125 SOUTH BElCHER ROAD
CLEARWATER, FL 34625. -___:
:':5107 ...D .~@~OfJJIirmi
SEMINOLE ENGINEERING, AUG 0 ] 2002 WJ'
14483 62nd STREET NO _
CLEARWATER, Fl 34602 V~L,?~~~Nl ::.::-h~.IC~S
(813) 539-0051 CttMj~':4T
REPRESENTATIVE: JOHN S. KE'ITELL
I .
fiLE,
-
-
-
JAMES M. WINTER, P.E. #
DATE,
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THE SOUTH 100 FEET OF THE NORTH 200 FEET OF THE WEST 1/4 OF
TtiE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, LYING IN SECTION 18, --t-
TOWNSHIP 29 SOUTH, RANGE 16 EAST. PINELLAS COUNTY. FLORIDA,
LESS ROAD RIGHT -OF -WAY OVER THE WEST PORTION THEREOF. BEING
. FURTHER DESCRIBED AS FOLLOWS.
,
I
COMMENCE AT iTHE NORTHWEST CORNER. OF SAID SECTION 18, THENCE S
00. 08' 02" E ALONG THE WEST LINE OF THE NORTHWEST 1/4/ OF SAID
SECTION 18. FOR 1448.96 FEET, THENCE LEAVING SAID WEST LINE,
S 89. 3J' 47" E. FOR 50.00 FEET TO THR POINT OF INTERSECTION
WITH THE EAST RIGHT -OF -W A Y LINE <SF BELCHER ROAD FOR THE POINT
OF BEGINNING, THENCE LEAVING SAID EAST RIGHT -OF -WAY LINE.
CONTINUE S 89. 31' 47" E, FOR 270,82 FEET, THENCE S 00. 00' 26" W, .
EOR 100,00 FEET, THENCE N 89. 3J' 47" W, FOR 270,58 FEET TO THE
P,OINT OF INTERSECTION WITH SAID EAST RIGHT -OF -WAY LINE,
THENCE N 00. 08', 02" W. ALONG SAID EAST'RIGHT-OF-WAY LINE, FOR
100,00 FEET TO THE POINT OF BEGINNING AND CONTAINS 0.621
.ACRES OR 27,069 SQUARE FEET MORE OR LESS.
I
I
,Ii
I
f
\
I ~~
f~.
3, IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN TO PROVIDE DIRECT
APPLICATION AND LOW EVAPORATION WATER SUPPLY SHALL BE PIPED TO EACH I
INDIVIDUAL PLANTER ISLAND, AND IN NO CASE SHALL ANY PLANTED VEGATATION AREAt
BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIB. SHALLOW WELLS,. OPEN J
SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS 'It<.
UNAVAIlABLE) AS A SOURCE OF IRRIGATION WATER, . ,,' ...
,4. CONSTRUCTION EQUIPMENT IS NOT ALLOWED ON THE SITE UNTIL
THE HABITAT MANAGEMENT AND LANDSCAPE PERMIT IS IN HAND. I
5. CONTRACTOR e ALL DESIG~TED AREAS ON THE ENGINEERING. DRAWIN~S.
6, ALL EROSION CONTROL MEASURES (SILT BARRIERS) MUs'r aE INSTALLED AT THE
TIME OF BARRICADE INSPECTION. AND REMAIN IN PLACE UNTIL STABILIZATION OF
THE SITE HAS 'BEEN ACCOMPLISHED.
7, PLEASE BE ADVISED THAT MINOR CHANGES TO THE APPROVED PLAN. (I,E,~ '
SIDEWALK, BUILDINGS, UTILITY LINES, ROAD ALIGNMENTS) MAY BE REQUIRED AT
THE TIME. or. TREE BARRICADE INSPECTION. TREE REPLANTS. MAY BE A .
. CONDITION Of, THE PERMIT,
: 8. IT IS RECOMMENDED THAT AN APPROVED. INSECTICIDE BE ApPlI~D. TO ALL
PINES REMAINING FOR PROTECTION AGAINST. THE PROMINENT IPS PINE BEETLE,'
THE OCCURRENCE, OF THIS BEETLE IS INITIATED THROUGH A. PINE'S STRESSE;D
. CONDmON, WHICH MAY REAOIL Y RESULT FROM VARIOUS FORMS OF 'GROUND i I
DISTURBANCE. THE APPLICATION OF AN n~S~CTICIDE IS. RECOMMENDED. ~
PRIOR TO CONSTRUCTION ACTMlY. . dOl ' I;, 1-..1~
';.. \
'. .)
. ..' '
.9. AlL PERIMETER LANDSCAPING HEDGE TO BE CONTINUOUS BElWEEN. ,
- LANDSCAPE TREES, . -,,-_
.11-0. ~l..:. EXOTIC SPECIES, I.E., BRAZILIAN PEPPER '-SCHINUS TEREBINTHIFOLlUS)
~ . AND PUNK TREES (MELALEUCA QUINQUENERVlA}. MUST BE REMOVED AS A
r CONDmON OF SITE DEVELOPMENT. WHERE NECESSATY DUE TO THIER
/' PROXIMITY TO PROTECTED PLANT MATERIAL. HAND REMOVAl WILL BE REQUIRED.
IN THE CASE OF RESIDENTIAl SUBDMSIONS THE REMOVAl' IS TO OCCUR AT
I THE TIME THE INDIVIDUAL LOTS ARE PREMITTED.
i 11. TREES PLANTED. UNDER OVERHEAD OBSTRUCTED (I.E., POWERlINES) MUST BE
f. CHOSEN FROM A SPECIES ON THE CITY OF CLEARWATER APPROVED SPECIES
l,: '::...,.~ST THAT.I~ COMPATIBLE WIT~: THE SPATIAl/HEIGHT RESTRICTION: '
! " '..
J
't:, t
t
~
'I.
>!
,.t
. 1!
. ,
, }
f.
.
r
f LEGAL DESCRPTION:
I
.j ~ .
I- '
., '
. THAT CERTAIN PROPERTY RECORDED IN O.R. BOOK 6912, PAGE 0354
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.' BEING
DESCRIBED AS FOLLOWS.
: .
LANDSCAPE NOTES:
. r
1-
I
l
.1
ALL LANDSCAPE IS TO COMPLY WITH CITY OF CLEARWATER
ORDINANCE. ALL PLANT MATERIAl MUST BE flORID^-; H 1
OR BmER, HEDGE MATERIAL MUST BE 2 1/2 FEET '"
ON CENTER DEPENDING ON PLANT SPECIES, ALL TR~ES MUST
BE A MINIMUM OF 8 FEET AT THE TIME OF PLANTING,
ALL HEDGE MATERIAL MUST BE 24- HIGH,
, 2. NOTE TO CONTRACTOR: TREE AND EROSION CONTROL BARRICADES
Ri:QUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN I
INTACT THORUGHOUT CONSTRUCTION, ENCROACHMENT INTO OR FAILURE TO MAINTAIN
THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
. CITATIONS AND/OR PERMIT REVOCATION,
./
..
TRANSPORTATION IMPACT FEE NOTE: .
TRANSPORTATION IMPACT FEE SCHEDULE AT TIME
OF PERMITTING SHAll BE THE AMOUNT CHARGED.
CON'I'RAcroR TO CALL .CANDY' AT 1-800-282-888'1,
48 hrs. PRIOR TO ANY CLEARING OR CONSfRUCl'ION
FOR EXISTING UTDJTY LOCATIONS. '
. I
OATE
No. REVISIONS
BY
PRELIMINARY
. 11/4191
REV PER. PIN. CNTY, 8 CONST. SET
KWT
'0
00
D
RECORD DRAWING
CONSTRUCTION
;.
:t
.,
L I;
t -6'
~+,'
CLIENT
SCALE
,~ '
:1;:
. ".
1(,
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../1
f
,
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~~. :lr
I
Jo
, ;;:J
~oS\)
~ SYMBOL
(4)~
~
GRAPHIC SCALE
20 0 10 20
~II
( IN PDT )
1 inch = 20 It.
11-11-93
038S1TB4
TREE LEGEND
.J-
, ~~I
/1/
('
COMMON NAME
BOTANICAL NAME
L1GUSTRUM HEDGE
L1GUSTRUM LUCIDUM
3' GAL 24- )(24-, 3d' O,C,
QUERCUS VIRGI~IANA
8' HT" 4' SP,
LIVE OAK
NORTH
/-
r
,
j
EAST PALATKA HOLLY !
ffi-0
ffi--0
.~
.~.
S
""1
l-,
LAGERSTROEMIA INDICA
8' HT,
ILEX OPACA PALATKA
8' HT,
?
---
TREE SETBACKS:
UNDERSTORY TREE
INTERMEDIATE TREE
CANOPY TREE
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3,5' TO PERIMETER
5' TO PERIMETER
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. PROPOSED BLDG. 1.0"
12 ' ONE STORY C.B.S.
1.149 I.F.
F'.F' .E. . 70.81'
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EXTERIOR UGHTJ-,IG NOTE:
ALL EXTERIOR LIGHTING IS
TO BE POSITIONED SO AS TO NOT
INHIBIT THE PRIVACY OF NEIGHBORING
PRQPERTIES,
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9 MAGNOLIA TREE ~ fiRE HYDRANT
a PINE TREE e PUMP
A CAMPHOR TREE <u. POWER POLE
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EROSION CONmOL NOTE:
EROSION CONTROL DEVICES TO
BE PLACED, ONE ON THE
PROPERTY UNE.
o PECAN TREE
o CLEANOUT
- OH- OVER HEAD WIRE
-$$- SEWER LINE
- - PROPERTY LINE
* LIGHT POLE
. WATER METER
e> SANIT ARY MANHOLE
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00' SPOT ELEVATION
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FLOOD ZONE NQ~
THE FLOOD ZONE FOR THIS PROJECT IS ZONE C,
AS FOUND ON FIRM MAP, PANEL NO. 125096
0016B, REVISED JUNE 1, 1983.
. \ '..:
EXISTING SIDEWALK '
. .. : I
. -x--r-- EXISTING fENCE
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ZO"'"11 A]JP~4
CITY OF CLEAAWATER
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S(q~ a~~~
ALL.: SURVEY ,INFORMA N TAKEN ~~
:OM SEMINOLE:E NEERING, INC"
JOB NO. 91 -038.
I
PROPOSED
1
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TOP OF BANK
EROSION CONTROL
ASPHALT PAVING
PROPOSED SIOf:WALK
1 i
HANlICAP NOTE:
HANDICAP SPACE, TO BE PAINTED
ENTIRELY BLUE WITH SIGN ON
VERTICAL POST.
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7lJRF BLOCK
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TREE BARRICADE
I .
AL.L1ANCE
DATE
07-12-93
ORA WN BY
DBH
-----
CHECKED BY
JMW
SITE AND LANDSCAPE
I" . 20'
ENGINEERliNG, INC.
14483 62nd STREET NORTH
CLEARWATER, FL. 34620
TELEPHONE (813) 539-0051
GULF SA Y ANIMAL HOSPIT AL
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LOCATION MA
'SITE DATA:
ZONING: C G
(GENERAL ~OMMd
27,069 S.F.
I
~ 30" WIL
....-::.:...~~ W/L (LOCATION APPROXIMATE
----------~~~,~-------------
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PARCEL SIZE:
lAND USE:
COMMERCIAL F A(
EXISTING CONDITIONS:
BUILDING
PAVEMENT/CONCRETE
GREEN SPACE
TOTAL
2,862 S,;:-
10,27.7 S r
1.3,930 S
1
27,069
PROPOSED CONDITIONS:
,
BUILDING
PAVEMENT/CONCRETE
DETENTION POND
TURF BLOCK
GREEN SPACE
TOTAL
SETBACKS:
RIGHT -OF -WAY
SIDE AND REAR YARD
REARYARD SETBACK
MAXIMUM HEIGHT:
6.2.
10,9,
2,43~
1,540 ~
5.925 S.t
27,069 S.F.
25 F.T.
10FT., EXCf..P i
RESIDENTIAL, 1
20 F,T.
20 F,T,
PARKING REQUIRED:
4,5 SPACE/1000
6,211 S.F, (4.5
PARKING PROVIDED:
STANDARD PARKIN
HANDICAP PAR1<I\i'
TOTAL PAR:<ING Sf
~ , "
INTERIOR GREEN SPAct ~EQUIRED = 7061 s.!
INTERIOR GREEN. SPACE PROVIDED -= 424,05 ~
WEX:
5.
SITE AND LANDSCAPE
PAVING, GRADI.NG AND
PAVING, GRADING AND
DETAIL PLAN
SURVEYPJ.J\N
I '
OWfER:
DR, SCOTT TREFZ
GULF BAY ANIMAl. HOSPITAL
125 SOUTH BELCHER ROAD
CLEARWATER, FL 34625:'.
(813) 797-5107 .
ENGINEER: I.
SEMINOLE ENGINEERING, INC,
14483 62nd STREET NORTH
CLEARWATER, FL 34602
(813) 539-0051 '
REPRESENTATIVE: JOHN S, KETTELL
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JAMES M, WINTER, P,E, #
DATE.
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