FLS2003-07028 (2)
FLS2003-07028
29383 US HIGHWAY 19 N
EA TERN FINANCIAL CREDIT UN N
PLANNER OF RECORD: BSB
ATLAS # 188B
ZONING: C
LAND USE: CG
RECEIVED: 07/15/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
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PROPOSED
EASTERN FINANCIAL
CREDIT UNION
EXISllNG
"GOLD '" DIAMOND SOURCE"
#29382
LOT #5
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LOT #2 40 20 0 40
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SCALE IN FEET
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PROJECT LOCA TlON MAP (NOT Ttl SCAU:)
BY DAlE
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""""""
LEGEND
CONe .. CONCRETE
co _ Q.tANOUT
Hit: .. HANDICAP
CONe .. CClNCRElE
T'l'F' .. TYPICAl.
(P) .. PlAT
eM) .. fiELD ",EASUR(UEHT ANa flElD BEARING
UES .. WlrrRED ENO SECTla't
Ra> .. REINFORCE) C~atElE PIPE
U UGH PCU:
(I: n.OOO UGHT
~ WAttR MrTIR
~ SIGN
~ HUMBER OF' PARKING sP~
o OAI< TREE 6: SIZE
* PAUl TREE 6: SIZE
I8t TREt TO BE RatO\m
REVISIONS
llESCRI'''W
BY DATE
llESCRI'''W
Legal Description
lOT J. NMTllSlOE SQUARE, AS RECORDED IN PLAT 8001( 113 PAGE 31, PUBUC RECORDS
OF P1NEU.AS Ct:1JNTY F'l..0RI0.... AND WORE PARllCULARL Y DESCRIattl AS FOllows.
BEGINNING AT THE SOUTHVE:ST CORNER or LOT f4 HORTHSlOE SOUARE, THENCE
N 811'5133" E., ALONG THE SOUTH BOUNDARY or lOT f4 2(1200. tHENCE,
S. ocroo'411" E. ALONG THE llEST UNE: Of lOT f5, 145.00. tHENCE, S. lIi'5l!l'JJ~ .
ALOHG THE N(IHM BOUNDARY OF' lOT #2. 202.00' TO A PClNT ON THE EAST
RIGHT-OF-WAY UN( OF us. HIGHWAY '8 TllEHCE. N 00'00"41" W. ALONG SAIO
R1QiT-OF"-WAY 145.00', TO 1l-IE PaNT OF' BEGlNHlNG, AND COfTAlNlHG 0.112 ACRES.
LOT a4
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BOB EVANS
SEe SHEET S~3 FOR STACKINO PLAN
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CUMBEV & FAIR, INC. 6:! FOR:
CONSULTING CIVIL ENGINEERS CI:J
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2483 OlTERPRlSE FfOAD aLARWAl(R (727) 117-at82
(1[ARW'ATER, fl.ORIlA J]7lIl-17tO TAMPA (113) 22J-43JJ
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9-1 SITE PLAN
S-2 SITE CONSTRUCTION PLAN
9-3 DETAIL SHEET
S-4 LANDSCAPE PLAN
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EASTERN FINANCIAL
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LEGEND
S.R. 586
COUNmYSIDE
GOLF COURSE
CONC. = CONCRETE
CO = CLEANOUT
H/e = HANDICAP
CONC. ~ CONCRETE
TYP = TYPICAL
(P) = PLAT
(M) = FIELD MEASUREMENT AND FIELD BEARING
MES = MITERED END SECTION
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t~ LIGHT POLE
0: FLOOD LIGHT
~ WATER METER
--0- SIGN
(f) NUMBER OF PARKING SPACES
o OAK TREE & SIZE
~ PALM TREE & SIZE
~ TREE TO BE REMOVED
REVISIONS
DESCRIPTION BY DATE
DESCRIPTION
Legal Description
LOT J. NORTH SIDE SQUARE. AS RECORDED IN PLAT BOOK 93. PAGE 31. PUBLIC RECORDS
OF PINELlAS COUNTY. FLORIDA. AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BECINNING AT -mE SOUTHWEST CORNER OF' LOT #4. NORTHSIDE SQUARE; THENCE
N. 89.56'33" E.. ALONG THE SOUTH BOUNDARY OF' LOT '4, 202.00.; THENCE.
S. 001)0'49" E.. ALONG THE WEST LINE OF' LOT #5, 145.00'; mENCE, S. 89.56'33" W.,
ALONG THE NORTH BOUNDARY OF' LOT 12. 202.00' TO A POINT ON mE EAST
RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19; THENCE. N. 00.00'49" W., ALONG SAID
RIGHT-OF-WAY 145.00'. TO THE POINT OF BEGINNING, AND CONTAINING 0.672 ACRES.
---EXISTING SIGN
(LOCATION OF EXISTING Ie P~OP. SIGN
(SEE DETAIL ON SHT. S-3)
PROPOSEO ACCESS ROUTE
FROM EXISTING SIDEWALK
TO BUILDING ENTRANCE
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2463 ENTERPFlISE ROAD
ClEARWA TER, FLORIDA 33763-1790
LAND SURVIVe
ClEARWATER (727) 797-8982
TAMPA (813) 223-4333
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V1SIBnJTY TRIANGlE
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PROPOSED
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CREDIT UNION
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EXISTING
"COLD & DIAMOND SOURCE"
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VISIBILITY TRIANGLE
STOP SIGN
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PROPOSEO ~ CUBIC YpARTEOR
DUMPSTER FOR DUM S
DOOR OPEN G DETAIL
SEE SHEET $-3
LOT *2
80B EVANS
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AI ~2N~~il~~S
350 Franklin Road
Marietta, GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
DRWN BY: A.L.E. DATE 05/03
DSGN BY: P.J.S. DA TE 05/0J
CHKD BY: P.J.S. DATE 05/0J
J: \IN\707B\OWG\CONSTR\PLANS\
707bSITE.dwQ
CAD FILE:
S ITE PLAN APPROVED 42-
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CASE # ~,",Ov~~ .' d
CASE TYPE Fl..: S ", ..-
DRe DATE _:B -{ 4-- 0 ~ .-
CDBDATE~
SiGNATURE .... .",
DATE <t-z.':' ~ ----
SUTE DATA:
ZONING DISTRICT
PROPOSED USE
LOT AREA (SQ. FT. & ACRES)
BUILDING COVERAGE
(SQ. FT & ~ GROSS AREA)
OlHER IMPERVOIUS AREA
OPEN SPACE
IMPERVIOUS SURF ACE RA no
SEffiACKS
FRONT
SIDE
F\EAR
HrlGliT
20 10 0 20
I I I I
SCALE IN FEET
1" = 20 '
REQUIRED EXISTING PROPOSED
COMMERICAL COMMERICAL COMMERCIAL
VARIES RETAil RETAIL (BANK WITH DRIVE THRU)
10.000 SJ. (MIN.) 29.290 SJ. (0.67 AC.) 29,290 SoF. (0.67 AC.)
0.40 MAX. F.A.R.- 4,100 SJ. (141) 4,100 SJ. (141)
11.716 SJ. MAX.
0.85 MAX.=24,896 SJ.
17,934 SJ. (61.2X)
1,256 SJ. (24.81)
22,034 S.F. (75.2~
17.702 SJ. (60.4X)
1,488 S.F'. (25.61)
21,802 S.F. (74.41)
25.
10'
20'
92'
10' & 49'
51'
92'
10. & 49'
51'
25) MAX.
19' MAX.
19' MAX.
12 SPACES
7.8/1000 SJ.
31 SPACES
2 SPACES.
32 s~ ActS
NOT APPliCABlE
4.14/1000 S.F'.
16 SPACES
1 SPACES
" ~ACES
12 SPACES
P AIr\iNG RA no
REGULAR
HANDICAP
5/1000 SJ. Gf'A
20 SPACES
1 SPACES
TOTAL 21 SPACES
STA~,ING AT DRIVE THRU
· Does not meet code requirements
Con be modified to one (1) hondicopped space
FL,OOD ZONE:
BASED ON FlOOD INSURANCE RATE MAPS
COMMUNITY PANEL 125139-0086 C
DAiED 6/17/83. THE PROPERTY
APPEARS TO LIE WITHIN ZONE C.
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r 1\1 CITYOFC~EN1WA1E{3
SEE SHEET S-3 FOR STACKING PLAN
5-1
S-2
S-3
8-4
SHEET INDEX
SITE PLAN
SITE CONSTRUCTION PLAN
DETAIL SHEET
LANDSCAPE PLAN
NOT VALID F'OR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
DATE:
IH!IT
PROJECT
EASTERN FINANCIAL
FLORIDA CREDIT UNION
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PANKAJ SHAH,'p'.E:, #2318.P"'"
F'LORIDA REGISTERED E~GINEER
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S.R. 586
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OLIVE GARDEN
\:gTE
COUNTRYSIDE
GOLF' COURSE
LOT *4
o FOR A TM & NIGHT DEPOSIT ONLY
o FOR DRIVE THRU BANKING
LEGEND
PROPOSED ACCESS ROUTE
FROM EXISTING SIDEWALK
TO BUILDING ENTRANCE
PROP. HANDICAPPEO SIGN
(SEE DETAIL ON SHT. S-3)
Cb
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CONC. == CONCRETE
CO = CLEANOUT
Hlc = HANDICAP
CONC. = CONCRETE
TYP == TYPICAL
(P) = PLAT
(M) = FIELD MEASUREMENT AND FIELD BEARING
MES = MITERED END SECTION
RCP = REINFORCED CONCRETE PIPE
~~ LIGHT POLE
0: FLOOD LIGHT
~ WATER METER
\J SIGN
(j) NUMBER OF PARKING SPACES
o OAK TREE & SIZE
~ PALM TREE & SIZE
SANITARY SEWER LINE
fJ~'0 EXISTING SPOT ELEVATION
+Cj
~ TREE TO BE REMOVED
CONNECT TP EXIST. 6" WM
FOR 1-1/2 SERVICE
INCLUDING CORP. STOP
20' X 20' SIGHT
VISIBILITY TRIANGLE
REMOVE WHEEL STOP
& CONe. WALK
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SAW CUT ASPHALT PAVEMENT
CONSTR. CURB & LANDSCAPE ISLAND
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LOT *5
o NOT EN TER
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20' X 20' SIGHT
VISIBILITY TRIANGLE
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EXISTING mEES TO
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PROPOSED ~ CUBIC YARD
DUMPSTER FOR DUMPSTER REMOVE PAVEMENT
DOOR OPEN G DETAIL RELOC. LIGHT POLE
SEE SHEET S-3
7
\H
CONC. SLAB TO REMAIN
CONC. SLAB TO BE REMOVED
LOT *2
80B EVANS
(40' EAST OF BOB EVANS
BLDC, S.E. cormm)
SEE SHEET S-3 FOR STACKING PLAN
& VISIBILITY TRIANGLES
REVISIONS
CUMBEV & FAIR, INC. F;:I FOR:
CONSULTING CIVIL ENGINEERS I:[J
E.B. 2168 I L.B. 2168
ENGINEERING PLANNING
DRWN BY: A.L.E.
DSGN BY: P.J.S.
DATE 05/03
DATE 05/03
DESCRIPTION
BY DA TE
DESCRIPTION
AI !!2n~~iI~~S
350 Franklin Road
Marietta, GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
CHKD BY: P.J.S. DATE 05/03
J: \IN\707B\DWG\CONSTR\PLANS\
707bCONSTR.dwg
CAD FILE:
2463 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763-1790
LAND SURVEYS
CLEARWATER (727) 797-8982
TAMPA (813) 223-4333
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PANKAJ SHAH, P.E....#2tJ'~O.,'".
FLORIDA REGISTERED ENGINEER
LEGEND
"j,.'1.-
"j,.'
"-
x
EXISTING GRADES
f\~
~
PROPOSED GRADES
20
I
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SCALE IN FEET
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20
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NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
DA TE:
PROJECT
EASTERN FINANCIAL
FLORIDA CREDIT UNION
SM!IT
9-2
JOB NO.
SITE CONSTRUCTION PLAN
7078
NOTE:
ALL PAVEMENT MARKINGS
TO BE THERMOPLASTIC.
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,. SERIES .C. FTP-5S .
" " EL ." I E------- rOOT INDEX No. 17355
2 x2 x .tSS STE ,,,,a L
EXTEND INTO CONC. FILLED
PIPE 2'-0" PROVIDE WELDED
WATERTIGHT CAP PAINT
P & L #6118 BLACK COFFEE
HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED
IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES. OR OTHER APPLICABLE StANDARDS.
FTP-25 (FOOT INDEX 117355)
1'-0.x 1'-6"x .0063 ALUMINUM~
HANDICAPPED PARKING SIGN. I'
BOLT TO STEEL TUBE
WITH 3/8" CADMIUM PLATED
BOLTS, NUTS & WASHERS.
WHITE BORDER
&: SYMBOL
BLUE BACKGROUND
r-- HANDICAPPED SIGNS ~
/ SEE DETAIL '"
-
CONC. WALK
RAMP DO~
-
CONC. WALK
RAMP DO~
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PAINT PIPE BASE YELLOW
L...
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t2'-0"
PAVEMENT ~
S'" S1O. STEEL PIPE
FILLED W ICONC.
16-1." lONG BARS
EACH WAY THRU PIPE
t'-6'" CONC. BASE
'!6(; N~
( I
\!NTE':J
STOP
JO"X 30"
(R5-1 )
DO NOT ENTER
SIGN DETAIL
30"X 30"
(R1-1)
STOP SIGN DETAIL
HANDICAP PARKING SIGN DETAIL
N.T.S,
N.T.S.
N.T,S.
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BOB EV~NS
STACKING PLAN & VISIBILITY TRIANGLES
SCALE: 1" = 40'
REVISIONS
DESCRIPTION BY DA TE
1'-0.
..1:;.....'.
>.
~
F'ord An91e
Valve (Typ.)
t!::. :::::!l
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NOTE:
Device must be installed level.
LAND SURVEYS
CLEARWATER (727) 797-8982
TAMPA (813) 223-4333
.
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'" APP~OVED R.P. DEVICES
Hersey-Beeoo Model FRP II
Watts Model 909 or 009
Conbrooo 40200
~1I110.ll
~ lLJ "1J1'
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o III
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PARKING BY
DISABLED
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Top View
Approved BackflQw *
Prevention Device
$255 FINE
I='.S. 318.14
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Water Meter Connection
\ Ford Regulotor
----....<;@ :w · ~ ~"I ~ fl?-
v'lHr .11 I 1I 1]1
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· APPROvED DOUBLE-CHECK VALVES
Hersey-Beeeo Model FDC
Wott. Model 109 or 007
Conbroeo 40100
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL METER SETS WI
BACK FLOW PREVENTERS
3/4" ond 1" MODELS
REDUCED PRESSURE BACKFLOW PREVENTER
Clry INDEX NO. 405. SHT. NO. 1 OF 5
-~-~
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EEl',' .. . FOR:
CUMBEV & FAIR, INC. . .
CONSULTING CIVIL ENGINEERS
I.B. 2168 , L.B. 2168
ENGINEERING PLANNING
DESCRIPTION
2463 ENTERPRISE ROAD
CLEARWATER, flORIDA 33763-1790
17.50' .-J
SIGN SIZE TO BE MODIFIED
PER CITY STANDARDS
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SCALE: 1" === 10'
") IlOo
~ 1/2" RADIUS
- - ..',,', __ FINISH PAVEMENT
'";>'. . '. " . '. I ~ ELEVA TION
~ ,.,.,.".,...~,.,., ~ ~r -DPAVEMENT
- ",,','0,',' ~
CONCRETE TO BE SCORED \ "
BY EDGING TOOL TO I S
SIMULA TE CURBING .I V 1/2"R.
Ir= " '.' ....0,.,. .... .... .... .6.' .'.: ,...... .... .' .";'. .... I
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3000 p.s.1. CONCRETE
.
<D
-'--
I.. 6" ..I
6" 6"
COMBINATION CURB AND SIDEWALK
VERTICAL CURB DETAIL
N.T.S,
N.T.S.
-
I 3"
2-1'-0" #5 REBAR @ I
6" FROM EACH END L
CLASS 1 CONCRE~.
2-#5 REBAR ( _.
I 9" .1
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10
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PRECAST WHEEL STOP
LENGTH 6'-0"
... ... ... ... ... ... ... ...
POST
SIL T STOP
SILT STOP
POST
JB=L II/BACKFlLL
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FABRIC SEDIMENT CONTROL DETAiL
METHOD OF INSTALLATION
NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS
THROUGHOUT TIME OF CONSTRUCTION ACTIVITY
EXISTING EDGE ~
OF PAVEMENT "
5'-0"
( TYP. )
2'-0"
-- --
SOD
1'-0"
-SOD
I
to
.1
.-
\I
VARIES
_ (1/4" /FT. MIN.)
r EXIST GRADE
\V " I \v
lONST 4" THICK CONCRETE SIDEWALK
3.000 P.S.1.
SIDEWALK DETAIL
N.T.S.
,\1/, ,\II, ,\1/, ,\1/, ,\II, ,\1/, -PLANT MATERIAL
I -3-1/8.:' TURFSTONE
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~~~
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TURF BLOCK PAVER BRICK DETAIL
N.T.S,
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NOTES:
1. HANDICAPPED PARKING SIGN SHALL CONFORM WlTIi
CURRENT STATE AND LOCAL CODES AND REGULATIONS.
. I
-
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16" dia. Steel bOIl:dS -
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12'
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swing gate (typ.)
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drop pin
(typ.)
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8"
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L 3000 p.s.l. concrete slab with
fiber mesh reinforcing -
monolithic, min 6" thickness.
6"xS"1 10x10 W,W.F.
00
.
~~ !.-- sw;ng gate (typ.)
v
8"x 16" concrete footing
wi 2- #5 rebar (typ.)
'~
4'
Min.
L
r
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o
'- drop pin hole
(typ.)
ELEVA TION
N.T.S.
PLAN
N.T.S.
DUMPSTER ENCLOSURE · SINGLE
CITY INDEX NO. 701 SHT. NO. 1 OF .J N. l5.
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
~
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PROJECT
EASTERN FINANCIAL
FLORIDA CREDIT UNION
~~
~nAI~2.~~i~ps
350 Franklin Road
Marietta, GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
DRWN BY: A.l.E. DATE 05/03
DSGN BY: P.J.S. DATE 05/03
CHKD BY: P,J.S. DATE 05/03
J: \IN\707B\OWG\CONSTR\PLANS\
707bDET.dwg
CAD FILE:
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FLORIDA REGISTERED ENGINE~I!"
DETAIL SHEET
DATE:
MEn
S-3
JOB NO,
7078
,PRQACT ~()CATlONMAf'
(NOT to SCAlt)
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TAMPA RO,
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ill
Efj' FOR:
CUMBEV & FAIR, INC.
CONSULTING CIVIL ENGINEERS
I.B. 2188 , L.8. 2188
INGINE.RING PLANNING
III . .
AI ~2!~i;9.~s
350 I'l'Ilnklltl ROi\d
Marlett", GA 30061
Phone: 710.421.1532
Fa'll:: 770"'22,828S
LAND 8URVI!YS
~.. -
CLEARWATER (727) 797-8982
TAMPA (813) 223-4333
2463 ENTERPRISE ROAD
ClEARWA TER, FLORIDA 33763-1790
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., ,',.:':'
PROJECT
EASTERN FINANCIAL
FLORIDA CREDIT UNION
Mat
8-4
.--
LANI)SCAPII PLAN
1078
PROJECT LOCATION MAP (NOT TO SCALE)
~ TAMPA RD.
E
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CURLEW RD.
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COUNTRYSIDE
GOLF COURSE
\: 9TE
LEGEND
CONC. == CONCRETE
CO = CLEANOUT
Hlc = HANDICAP
CONC. = CONCRETE
TYP == TYPICAL
(p) = PLAT
(M) = FIELD MEASUREMENT AND FIELD BEARING
MES = MITERED END SECTION
RCP = REINFORCED CONCRETE PIPE
~~ LIGHT POLE
a: FLOOD LIGHT
~ WATER METER
'-(J SI GN
(j) NUMBER OF PARKING SPACES
o OAK TREE & SIZE
~ PALM TREE & SIZE
~ TREE TO BE REMOVED
REVISIONS
DESCRIPTION
BY DATE
DESCRIPTION
Legal Description
LOT 3, NORTHSIDE SQUARE, AS RECORDED IN PLAT BOOK 93, PAGE 31, PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT #4. NORTH SIDE SQUARE; THENCE
N. 89"56'33" E., ALONG THE SOUTH BOUNDARY OF LOT #4, 202.00'; THENCE,
S. 00.00'49" E., ALONG THE WEST LINE OF LOT #5, 145.00'; THENCE, S. 89.56'33" W.,
ALONG THE NORTH BOUNDARY OF LOT #2, 202.00' TO A POINT ON THE EAST
RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19; THENCE, N. 00"00'49" W., ALONG SAID
RIGHT-OF-WAY 145.00', TO THE POINT OF BEGINNING, AND CONTAINING 0.672 ACRES.
EXISTING SIGN
(LOCA TION OF EXISTING & PROP. SIGN
(SEE DETAIL ON SHT. S-3)
PROPOSED ACCESS ROUTE
FROM EXISTING SIDEWALK
TO BUILDING ENTRANCE
~
ex)
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LOT *4
OLIVE GARDEN
EXIST, INLET
:\ ~\
.j.~~ G~
ItJ>.S't.'y''<''''
G~ :f. q
~~~~ '000
/. ci \)'?-;\-I>- /I-,
\~'?- ~
EXIST. INLET
ixl
.-
202.00'
24" WHITE
STOP BAR
T~ -~'~i lLJ
/711 ~
~
4. 4 4 <l
4
4
~
PROPOSED
EASTERN FINANCIAL
CREDIT UNION
a
a
II U)
~:: ~
201 X 20' SIGHT
VISIBILITY TRIANGLE
.3 14.2'
EXIST. 15" RCP
4
EXISTING
"GOLD & DIAMOND SOURCE"
#29382
I
II
II
II
II
LOT *5
10'
II
~II
II
II
~-:XlST :~~w _
PROPOSED
CANOPY
o'l~
'b
.-
o NOT ENTER
R5-1
.....
...
~
20' X 20' SIGHT
VISIBILITY TRIANGLE
STOP SIGN
R1-1
/I
PROPOSED ~ CUBIC YpARTEDR
DUMPSTER FOR DUM S
OOOR OPEN G DETAIL
SEE SHEET S-3
CUMBEV & FAIR, INC. r?;:I FOR:
CONSULTING CIVIL ENGINEERS []:.I
1.8.2168/ L.B. 2168
ENGINEERING PLANNING
2463 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763-1790
LAND SURVEYS
CLEARWATER (727) 797-8982
TAMPA (813) 223-4333
LOT *2
B08 EVANS
AI B21~il~~s
350 Franklin Road
Marietta, GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
DRWN BY: A.l.E. DATE 05/03
DSGN BY: P.J.S. DATE 05/03
CHKD BY: P.J.S. DA TE 05/03
J:\JN\707B\DWG\CONSTR\PLANS\
707bSITE.dwg
CAD FILE:
SITE DATA:
ZONING DISTRICT
PROPOSED USE
LOT AREA (SQ. FT. & ACRES)
BU!LDING COVERAGE
(SQ. FT & ~ GROSS AREA)
OlHER IMPERVOIUS AREA
OPEN SPACE
IMPERVIOUS SURfACE RATIO
SETBACKS
FRONT
SIDE
REAR
HEIGHT
P ARi\ING RATIO
REGULAR
HANDICAP
STAKING AT DRI\{ THRU
f"',' -. =~~ ~ t ~ ~ (J f?, l~, ~;:;---l
I r, c c V;lr-' I '
/U::::J ~ JLS, ,
r ---~'~-~11 I
11' , ii;
i.' I'
I: ,I: SEP I 7 11 :'
b". 1 L . _ I L..~_..'
PLANNING 8, DEVELOPMENT
SERVICES
CITY OF CLEARWATER
20 10 0 20
I I I I
SCALE IN FEET
1" = 20 '
REOUIRED EXISTING PROPOSED
COMMERICAL COMMERICAL COMMERCIAL
VARIES RETAIL RETAil (BANK YAlH DRI\{ lHRU)
10,000 SJ. (MIN.) 29,290 SJ. (0.67 AC.) 29.290 SJ. (0.67 AC.)
0.40 MAX. FAR.= 4,100 SJ. (14~ 4,100 SJ. (141)
11,716 SJ. MAX.
0.85 MAX.=24,896 Sof.
17,934 SoF. (61.2%)
7,256 SJ. (24.8")
22,034 Sof. (75.21)
17,702 SJ. (60.4%)
7,488 S.f. (25.6~)
21,802 Sof. (74.4~
25'
10'
20'
92'
10' & 49'
51'
92'
10' & 49'
51'
25' MAX.
19' MAX.
19' MAX.
TOTAL
5/1000 SoF. (SA
20 SPACES
1 SPACES
21 SPACES
4.1 4/1000 S.f.
16 SPACES
1 SPACES
17 SPACES
7.8/1000 S.f.
31 SPACES
2 SPACES'
32 SPACES
NOT APPUCABLE
12 SPACES
12 SPACES
· Does not meet code requirements
Ccm be modified to one (1) handicapped space
FLOOD ZONE;
BASED ON fLOOD INSURANCE RA IE MAPS
COMMUNITY PANEL 125139-0086 C
DA TED 6/17/83, THE PROPERTY
APPEARS TO UE WITHIN ZONE C.
SEE SHEET S-3 FOR STACKING PLAN
8-1
S-2
8-3
8-4
PANKAJ SHAH, P.E. #21180
FLORIDA REGISTERED ENGINEER
SHEET INDEX
SITE PLAN
SITE CONSTRUCTION PLAN
DETAIL SHEET
LAND8CAPEPLAN
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK DA TE: m
t'~
'=
1:"0.'
PRO.JECT SHUT t'-
.......
EASTERN FINANCIAL 8-1 a...
l.l.J
FLORIDA CREDIT UNION c.n
_NO.
SITE PLAN 7078
PROJECT LOCA TJON MAP
~
(NOT TO SCALE)
SANITARY SEWER LINE
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TAMPA RD.
ci
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F.H.
CURLEW RD.
S.R. 586
Ol
....
LOT *4
OLIVE GARDEN
o FOR A Th4 & NIGHT DEPOSIT ONLY
o FOR DRIVE THRU BANKING
vS
::>
\: ~TE
COUNTRYSIDE
GOLF COURSE
LEGEND
PROPOSED ACCESS ROUTE
FROM EXISTING SIDEWALK
TO BUILDING ENTRANCE
PROP. HANDICAPPED SIGN)
(SEE DETAIL ON SHT. S-J
'0
9056'33" [ <:>,,:>Y
()"
50.
"",'" "')\
~\lIX; \>-G~
<(..\>-Sy''<
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EXIST. INLET
'00)
":>,,,.
~
+v.,".
SS
CONC. = CONCRETE
CO = CLEANOUT
HIC = HANDICAP
CONC. = CONCRETE
TYP = TYPICAL
(p) = PLAT
eM) = FIELD MEASUREMENT AND FIELD BEARING
MES = MITERED END SECTION
RCP = REINFORCED CONCRETE PIPE
~~ LIGHT POLE
a: FLOOD LIGHT
~ WATER METER
-0- SIGN
(j) NUMBER OF PARKING SPACES
o OAK TREE & SIZE
~ PALM TREE & SIZE
SANITARY SEWER LINE
D~\:J EXISTING SPOT ELEVATION
+(5
~ TREE TO BE REMOVED
PROPOSED
CANOPY
EXIST. SEWER SERVICE
CONNECT TO EXIST, 6" WM
FOR 1-1/2" SERVICE
INClUDING CORP. STOP
20' X 20' SIGHT
V1SIBIUTY TRIANGLE
REMOVE WHEEL STOP
& CONC. WALK
11.v:>~~~
rb'
~.
":>
,,"> ,,()
v.,'" \><, 50' <0">
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V)
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+,,:>".
PROPOSED
EASTERN FINANCIAL
CREDIT UNION
~
?i
<D
EXIST. 15" RCP
EXISTING
"GOLD & DIAMOND SOURCE"
#29382
SAW CUT ASPHALT PAVEMENT
CONSTR. CURB & LANDSCAPE ISLAND
II ,
II (
II
Ii ~~~
LOT *5
()\:J
(Q
-- - ~!b-
-~<Q~ -
o NOT ENTER
R5-1
~.-
-*-Y;i -
44 0
R M VE CURB & PAVEMEN
RF BLOCK PAVER BRICK
4 EXISTING TREES TO
REMAIN ~ANY ClEARIN
4 q ~rJlfl~y ~'ND~O BE
"::> "co
+
S 89053'36" W"",
,,:>,,::>.
20' )( 20' SIGHT
V1SIBUTY TRIANGLE
"'()
~.
v.,
'b">
". ~
v., 4-~
"co ",\
<:>().",O).
0) Ix
to. to.
I
I ",co
+v.,'l-
n;,'"
~'
Vj
STOP SIGN
R1-1
II
REMOVE WHEEL STOP
~~a~~~2 ~F8~B65M~'S~R REMOVE PAVEMENT
DOOR OPEN~G DETAIL RELOC. LIGHT POLE
SEE SHEET 5-3
CONC. SLAB TO REMAIN
CONC. SLAB TO BE REMOVED
LOT *2
BOB EVANS
(40' EAST OF BOB EVANS
SLOG, S.L CORNER)
SEE SHEET S-3 FOR STACKING PLAN
& VISIBILITY TRIANGLES
REVISIONS
DESCRIPTION BY DATE
CUMBEV & FAIR, INC. ~ FOR:
CONSULTING CIVIL ENGINEERS I:J:.I
&.B. 2168 I L.B. 21 &8
ENGINEERING PLANNING
DESCRIPTION
DRWN BY: A.L.E. DATE 05/03
DSGN BY: P.J.S. DATE 05/03
CHKD BY: P.J.S. DATE 05/03
J:\JN\707B\DWG\CONSTR\PlANS\
707bCONSTR.dwg
CAD FILE:
AI !!i1~~~iI~~S
350 Franklin Road
Marietta. GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
2463 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33763-1790
LAND SURVEYS
CLEARWATER (727) 797-8982
TAMPA (813) 223-4333
PANKAJ SHAH, P.E. #21180
FLORIDA REGISTERED ENGINEER
LEGEND
'l,.'l--
,,'l--.
x
EXISTING GRADES
f\~
~
PROPOSED GRADES
20 10 0
I I I
SCALE IN FEET
1" = 20 '
20
I
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
DA TE:
PRO,JECT
EASTERN FINANCIAL
FLORIDA CREDIT UNION
1M.,
8-2
MNO.
SITE CONSTRUCTION PLAN
7078
BlACK BORDER
& LETTERS
WHITE BACKGROUND
~, .
~LLETTE~ '~
," SERIES "c" FTP-55 ;..
" " _____ roOT INDEX No. '7355
2 x2 )( .188 STEEL TUBE ...
EXTEND INTO CONC. FILLED
PIPE 2'-0" PROVIDE WELDED
WATERTIGHT CAP PAINT
P & L 16118 BLACK COf'FEE
HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED
IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS.
FTP-25 (FOOT INDEX *'7355)
"-O"x 1'-6")( .0063 ALUMINUM~
HANDICAPPED PARKING SIGN. I
BOLT TO STEEL TUBE
WITH 3/8" CADMIUM PLATED
BOLTS, NUTS & WASHERS.
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
~ HANDICAPPED SIGNS----......
./ SEE DETAIL ,_
CONC. WALK
RAMP DOVvN
-
CONC. WALK
RAMP DOVvN
-
NOTE:
ALL PAVEMENT MARKINGS
TO BE THERMOPLASTIC.
~!.:',
. i"""""'"",i"""":.;""",l~",."".':,,;,,,"",~",~"~,.:.i,,
; ji
~~ j rlj
--- -
5'-0"
J~ ':::-1
.i\ (~
l'
'" ~,
(,
(,
~,;.~; ,~,~
I 5'-0" I
29'-0"
PAVEMENT '"
I
I
I~ r- 6" WIDE TRAffiC BLUE
STRIPE (TYPICAL)
BLACK BORDER
& LETTERS
WHITE BACKGROUND
b
I
en
...
b
I
io
o
f1~~
~:::;::::
r?
.,:.:~.~
'jtt
:ifj~
.;*;:!.:
::~~:::
PAINT PIPE BASE YELLOW
--
2. (TYPlCALrtll
12'-0"
~
12'-0"
HANDICAP PARKING SPACE
STRIPING DETAIL
N. T.S.
8'" STD. STEEL PIPE
FILLED W /CONC.
1'-0.
.""', {";,..
','! ;c<
: ""',',' :"
.
Q)
.
CD
- ..
...
PARKING BY
DISABLED
PERMIT
ONLY
.
Q)
'255 FINE
F,S. 318,14
~
.....-r-...
.
CD
.1
N
~
z
!
16-14" LONG BARS "
EACH WAY THRU PIPE '" 0
~
1. I1ANDICAPPED PARKING SIGN SHALL CONFORM WITH
CURRENT STATE AND LOCAL CODES AND REGULATIONS.
~N~
f I
ENTE~
"-6". CONC. BASE
STOP
3O"X .30"
(R5-1)
DO NOT ENTER
SIGN DETAIL
30"X 30"
(R1-1 )
STOP SIGN DETAIL
HANDICAP PARKING SIGN DETAIL
N.T.S.
N.T.S.
N.T.S.
$7l
~
en.
::)
LOT t4
\~jj&.Slrf IltIlM . PIlClI'. fIIGIt) aJIJE GARDEN
~~~(j..'>\
/"".~y
/,d ~\..t-' <:=
. N89'56'JJ"[ '''/ 202,00'
OJ / / l~f;"'IIJl'~
:;:; \ e~illillf:Wy c::::> / __r-sT\f,_iIGN lJJ
, ";\ ',::~ / ~
/ ..~"''\)r/;'. '\,,,-U_~ ~ "
/-~", /1 ~ ~ '" ~, " U ," ) I -....:::: ~20' X 20' SIGHT
.--/ I ; Als, J I I I n 6 VISIBILITY TRIANGLE
\ \: / ~"",r ;~.. ~- '-JE ~, <) U
/ ' ~ EXISTING "..,
'- f-, ~ ! .GOLD " DIAMOND SOURCE. 1\ IIiI \
~ / / ] ~; ,~o/ A \ """ ~J""" ~~ ;; LOT fIj
'" 50.,!y / J} ID1 1\ f)
I~ :; ~ ~ -" - -J~ I _i ~-uF'
~' ~~ iY / ~~FJU'II~J-~cmGJ~_ V R~
g 4 Q: ~~ ~ t-ll / 20' X 20' SIGHT
I < .' - . ~~- ~ '" '" ~ ~ '" ~;." f1! '------ rllUTY TRIANGlE
[0'1 ~.~ 'AAAA~AA202//'~II'n i"-ST\f,j'GN
.:::J S 89'53'36" W "
E
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DOOR DETAIL
SEE S E -3
LOT .2
B08 EVANS
@
,.,.,
o
o
N
STACKING PLAN & VISIBILITY TRIANGLES
SCALE: 1" = 40'
.
~
~
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Gl
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0-
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-,
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REVISIONS
DESCRIPTION BY DA TE
DESCRIPTION
2463 ENTERPRISE ROAD
CLEARWA TER. flORIDA 33763-1790
.
co
I
i<')
-
I~
[
Wat.r ....t'" Connection /
Flow \ Fo<d Reguloto<
ford Angle ... ~ /
Valve (Typ.)
~c:~ ~ n ..rh..wi=>
~r I [II 1111
I-- I...JJ' [I'--' 'U L.J.r :;=;
r~ Meter c.;J
l
b
K
NOTE:
Device must be Installed level.
* APPROVED R.P. DEVICES
Hersey-Beeco Model F'RP II
Watts Madel 909 or 009
Conbraco 40200
II"
.,. II- 000
~
II
I~---,
.; :F ,
A W ,\OJ~
"'l,~ ' C'}"
LAND SURVEYS
CLEARWATER (727) 797-8982
TAMPA (813) 223-4333
'-".ro 0 ".,
}t:::::E1 II II .-11
IQ::l:ll"" '\Lj' LJJ
-:::l.n
o ITI
L.=J-Lr
......~
III T:i::J
LJ,/"'~
r--
100
I--
~ "-T-
Top View
Approved Backflow *
Prevention Device
Adaptor
.5 ~
0;2
::Ii(/)
..
~
S~
..... .-
lII(1)
::J
U
Bross. ---....
Nipple
'1,/
12"
~
~t
TYPICAL SINGLE DEVICE 3/4" and ," MODELS
· APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model mc
Watts Model 709 or 007
Conbroco 40100
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL METER SETS W/
BACK FLOW PREVENTERS
3/4" and 1" MODELS
REDUCED PRESSURE BACKFLOW PREVENTER
CITY INDEX NO. 405. SHT. NO. 1 OF 5
17.50' .-1
SIGN SIZE TO BE MODIFIED
PER CITY STANDARDS
v
~
~
g
,/
.
...
to
...
~
0)
EXISTING SIGN
N.T.S.
~ @]::@ (
DROP PIN HOLE
..
\,
~. .
... ~: ~
"Ll
,
OJ
-\<< .
'\
..
/~
'OJ
DtJMPS:fER
4
· 4
/
1___ 11.7' .1
o .
,
. 0 .
/
/
· d
DOOR OPENING DETAIL
SCALE: 1"= 10'
) :',,~
.' rnAI!!2.~~ie,~S
350 Franklin Road
Marietta, GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
--
~ 1/2" RADIUS
.' .... .... _.- FINISH PAVEMENT
''';''.' ..... v::: ELEVATION
.... '4" "
..:.......:..~..':.. ~ rPAVEMENT
CONCRETE TO BE SCORED \ "
BY EDGING TOOL TO I 6
I SIMULA TE CURBING V 1/2"R.
Ir= ". '.' ....0.... .... ..... .... .6.' ..... ..... .... .... .' ''':''.' .... .
'<t - ....... . .'. ...... .,.. '. '. "0'. V E/P U)
..,' . '. '. ...... '. '. ., . ..4'~. '. '. '. .
F.TWi ,1WmW,lrllii :~TW) IT~tYli lj'illiT~~"""~":'''':: :....:
COMPACTED SUBGRADE ../ / f(l-.... ..... .... BASE
- . 'P' .'
3000 P.S.I. CONCRETE ~ ~~ :.......:..:.sn =111: =1
11,. .
. .
.
co
,...
~~~
gmn~ ~mn~ -
. .... .
" ..... .'.'
...~......'p.....
'.' 'i;:.'.......
--
I.. 6" -I
6" 6"
VERTICAL CURB DETAIL
N.T.S.
COMBINATION CURB AND SIDEWALK
N,T.S.
. - '''~~\\(\(~
~.." WII!"
· ....~ .--' J II
..::.~~ QI I~
.........-- ..,.....
'. ... ... ... ... ... ... ... ... ... ... ...
I 3"
2-1'-0" #5 REBAR @ I
6" FROM EACH END L
CLASS 1 CONCR~.
2-#5 REBAR ( .
I 9" I
II
~f~~m
6"
.
If)
.It .. ... .. ... ...
. ... .... ...
PRECAST WHEEL STOP
LENGTH 6'-0"
... ... ... ... ... ... ... ...
POST
SilT STOP
POST
SILT STOP
VBACK~LI rBACKRU
~I~' -;fll~ll ~ ~ ~
~ffiilil 1"llllllff~JJffi# 1111] I rIJJIn"I,
TIlllllllll'l I-NA'nWII II I Irr 1IIIIIIIIIIIIIYD1U~,TI~1111111
~J ' !m:11 !ml' !~?1 !m:11 J~ l11mJTJmJ I 1m:'1 1~h !m~
FABRIC SEDIMENT CONTROL DETAIL
METHOD OF INSTALLATION
NOTE: THE CONTRACTOR SI1All MAINTAIN SILT BARRIERS
THROUGHOUT TIME OF CONSTRUCTION ACTIVITY
EXISTING EDGE "-
OF PAVEMENT '\
1'-0"
~OD
5'-0"
(TYP. )
2'-0"
SOD~
I
to
I
.-
\I
VARIES
_(1/4" /FT. MIN.)
/ EXIST GRADE
\V " I \V
~ONST 4" THICK CONCRETE SIDEWALK
3,000 P.S.1.
SIDEWALK DETAIL
N.T.S.
,\II, ,\II, ,\1/, ,\1/, ,\II, ',\II, --PLANT MATERIAL
I I -3-1/8:" TURFSTONE
'.' ..~,.~",.,." ..... . - ,,',".~.~. , . "t..::~i' .t ;';'" I ,,:.'t~c,", . . ':~t"' ....~. . .~ .,'~"'i.."':;,"I:""': 1-1/8 CONCRETE OR
:;'~;'~:\,~,;~~",,'~'::"l> ;~!;..~.t~",:,,~:,,':':~~:,,:,'..)',iH':"":" 'J~::r.i'lt.......:,..:. . ~:"'1"':"~'~~"':'~/,~,I~",!~'l'~''''., - SCREENING SAND COMPACTED
~:W~.////h
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ffiIIIillIIIillfImIIIillIIIrnmillI rn~rnmrn~uJUrnWrnIII~m~ - EXISTING SOIL
[m~lTf~ITTP!Il1~rrr.IJJmPI~ITTJI!m~PIm!ll~ITTPJmPIm~
TURF BLOCK PAVER BRICK DETAIL
N.T.S.
14'-8"
. I
f--
Tie beom with
2-#5 rebor continuous
CUMBEV & FAIR, INC. E;:I" FOR:
CONSULTING CIVIL ENGINEERS Cl:J
E.8. 2168 I L.B. 2168
ENGINEERING PLANNING
. I I I. I I I. I
l6" dio. Steel bOIlO~dS
.0 conc. Filled (typ)
o
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...
12'
clearance min.
swing gate (typ.)
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48" -
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.
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,
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Grl'lrlA
Grade
i-
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8"
8"x 16" concrete footing
w/ 2- #5 rebar (typ.)
J
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3000 p.s.!. concrete slab with
fiber mesh reinforcing -
monolithic, min 6" thickness,
6"x6"/ 10x10 W.W.F.
i
00
.
/-.: V- swing got. (tJll.)
v I
4'
Min.
L
"",
,
o
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(typ.)
PLAN
N.T.S.
ELEVA TION
N.T.S,
DUMPSTER ENCLOSURE · SINGLE
CITY INDEX NO. 701 SHT. NO. 1 OF .J
N.T.S.
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
PRO,JECT
EASTERN FINANCIAL
FLORIDA CREDIT UNION
DRWN BY: A.L.E, DATE 05/03
DSGN BY: P.J.S. DATE 05/03
CHKD BY: P.J.S, DA TE 05/03
J:\JN\7078\DWG\CONSTR\PlANS\
707bDET.dwg
CAD FILE:
PANKAJ SHAH, P.E, #21180
FLORIDA REGISTERED ENGINEER
DETAIL SHEET
DATE:
SHElf
S-3
JOB NO.
7078
PROJECT LOCA nON MAP
4
(NOT TO SCALE)
TAMPA RD.
g
ffi
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CURLEW RD.
S.R. 566
0)
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tIS
:;)
\: SITE
COUNTRYSIDE
GOLF' COURSE
L€6fiWD
....._-~"....-"""'_._,_......'............-
o OAK TREE & SIZE
* PALM TREE & SIZE
~"'"
~ TRt:;[ TO N~ Rfjv\OVE!)
REr~CE]Yl~Nf 'J:'REES
-,'".. --
52" REMOVED (1 @6",2 @ 10", 1 @ 12" ,1 @ 14")
62" R}3PLACED(8 CRAPE MYRTLE @ 4", 4 PINE@2 W', 12 PALMS@ 1",2 OAKS@4")
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L
BARRlCADES ARE TO BE PLACED THE lULL
DRlI'L1NE OF HARDWOOD AND PINE TREES
TREE BARRICADE NOTES
I. BARRIERS ARE TO BE fiRP,cTED AROUND N.L TRlif;S 4" DBH AND GREATER AND TO REMAIN. TIUS MtlST BE
DONE BEFORE CONSTRUCTION, OR ANY TREES ARE REMOVED
2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRtJCTlON ARE DONE AND HliAVY
BQUJIlMf:N'r IS OUf OF TIlE AREA.
l. tREES 4" DBU ANDGRRATER THAT ARE LOCATED WIn-UN TEN f:BET OF THE LOT UNDER CONSTRUCTION
SHALL BfJ PROTB'CTED ay A BARRICADE,
4. PLACE NO HEAVY EQUIPMENT INSIDE 'fAE BARRIER, ONLY HAND LABOR.
5. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSlOE BARRIER AREA.
6. MINIMUM RADlUS TO 8E PROTECTED:
A. PINliS-FULL DRIPLlNE OR 8', WHlCHEVliR IS GREATER
B. HARPWOODS. fULL DRU'UNE OR 6', WHICHEVER IS GREATER
7. ME'l'HODSOF ERECTION (SEE DIAGRAM):
A. MIN. HEI(JHT OF UPRIGHTS 4' AND NO LESS THAN 2" X 2" LlJMBER
B, UPRIGHTS SHOULD HAVE HORlZONT AL RIBBONING AT nIE TOP AND) 2" BELOW THE TOP
C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4.5' INTERVALS
D. HORIZONTAL MEMBf';RS OF NO LESS THAN)" X 2" LUMBER
T6i~E ~AlUUCADE DETA~
REQUIRED TREE BARRICADE AND EROSION CONTROL MEASURES MUST REMAIN INTACT
THROUGH CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE
BARltlCADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS
AND/OR PERMIT REVOCATION,
DATE
REVISIONS
DESCRIPTION
BY DATE
DESCRIPTION
/5
~2r\/i5"\VS ,~~-(,;~' ,
fLI1AL I " E,1Jr
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LOT *4
OLl VE GARDEN
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L CONFORMANCE. IMPLEMENT ATJON OF THIS DRAWING SHALL CONf'ORM TO ll-IE HIGHEST STANDARDS OF
THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES. '
2. IRRIGATlON.EXEcUl10N SHALLaE ACCOMPLISHED llY um INSTAUATION OF A H)O%OVERI.APCOVliRAGE.
UNDERGROIJNO IRRIGATION SYSTEM TO THE ST ANDAlWS AND SPECIFICA nONS OF HIE FLORIDA
IRRIGA'fION SOCIETY, '
3. SAFETY, DUE CARE AND PROTECTION SHALL BE PROVID1iD TO PIlEVENT DAMAGES AND INJURY TO
PERSONS, Sf;RVJ(~ES, UTlU'HES. STRUC'I'URBS. !ETC. ON OR ABOUT THE SITE DURING THE COURSE OF THE
WORK,
4. OWNER'S INTERESTS. THE CONTRACTOR SHALL Nor PERFORM ANY WORK THAT TO HIS KNOWU~DGE OR IN
HIS OPINION IS CONTRARY TO THE BEST INT'FiRflSTS OF THE OWNER. '
5. CLEAN-UP, AT THE COMPLETION OF WORK, ALL DEBRIS AND WASTE SHALL BE Cl,EANED UP AND RF..MOVf;D '
FROM THE SITE.
6, ROUGH GRADE. THE GllNERAL CONTRAcrOR SHALL FURNISH A ROUGH GRADE OF f'lXED CONTROl.
ELEVATIONS, FRfJE OF DEBRIS, CONSTRUCTION WASTE AND WEEDS.
7, ROOT I'RlJNING WILL BE REQUUlliD AT BACK OFClJRB FROM CANOPY LINE TO CANOPY LINE.
LOT *2
BOB EVANS
\
(40' EAST OF BOB EVANS
BLDC, S.E. CORNEI~)
n;(:JJNJCA~ l'SO~'~~
Q%L.. ,ID,L. iQ~~:J:w. NAMI
8 CM LAGERSTROEMIA INDICA
1 CRI CRINUM SPP.
18 CRO CODIAEUM VARIEGATUM
219 EG LIRIOPE MUSCARI 'EVERGREEN'
44 HIB HIBISCUS SPP.
28 IRN ASPIDISTRA ELATIOR
43 LM LIRIOPE MUSCARI
48 MO OPHIOPOGON JAPONICUS
6 ND NANDINA DOMESTICA
13 PAL SERENOA REPENS
4 PI PINUS ELLIOTTII
5 PO PODOCARPUS SPP.
2 QP COCOS PLUMOSA
2 QV QUERCUS VIRGINIANA
5 RHA RHAPIS EXCELSA
115 RI RAPHIOLEPIS INDICA
11 SP SABAL PALMETTO
64 VS VIBURNUM SUSFENSUM
5 ZF ZAMIA SPP.
MULCH
GQHMQJ ~
CRAPE MYRTLE
CRINUM LILY
CROTON
EVERGREEN GIAN'f LIRlOPE
HIBISCUS
CAS'! IRON PLAN'f
BORDER GRASS
MONDO GRASS
HEAVENLY BAMBOO
SAW PALMETTO
SLASH PINE
PODOCARPUS
QUEEN PALM
LIVE OAK
LADY PALM
INDIAN HAWTHORNE
CABBAGE PALM
SANDANKWA VIBURNUM
COONTIE
'U~JrJg."~Q}j1
MIN 8' HT/4" CAL/MULTI-TRUNK
7 GAL.
3 GAL. 2 1/2' O.C.
1 GAL/2' O.C.
14-24" HT/2 1/2' O.C./3 GAL.
1 GAL/2' O.C.
1 GAL/2' O.C.
1 GAL/l 1/2' O.C.
3 GAL/2 1/2' O.C.
3 GAL.
2 1/2" CAL/10' HT.
7 GAL.
10' C.T.
4" CAL/14 , HT.
7 GAL.
14 - 2 4" H'r/ 2 1/2' o. C . /3 GAL.
10' C.'f.
18-24" HT/3' O.C./3 GAL.
3 GAL.
3" DEPTH
I, GRADE. AU, FURNISHED J>lAN1'S SHAl.L aE nORIDA ORAOIl # I J>liR "ORADf;S AND STANDARDS FOR
NURSERY STOCK" PARTS 1& n, f'LORlDA DEPT. OF AGRICULTURE AND PLANTED ACCOROlNG TO PROPER
NlJRSERY STANDARDS,
2. SOD. SOD AS SPEClflED, SHN,L BE CERTIf1ED TRUE TO V ARIE1Y, SAND GROWN, LAID ST AGGliRED IN ROWS
ROLLED AND l'ERTIUZED. '
3. MUI.CH. LANDSCAPING SHALL BE TOPDRESSED WITH A MINIMUM 3" LAYER OF GRADE "A" MULCH IN ALL
PLANTING BEDS AND AROUND ALL Hum STANDING TREES.
4. BERMS. BERMS SHALL BE CONSTRlJCTED Of INDIGENOUS SOIL AND COMPAC'mD TO 25%.
5. I>LANTlNG. PLANTS SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH TIlEY HA VB BEEN GROWN, BEST
SIDE FACING PRIME VISIBIUTY AND TfJOIlOUGHl.Y WATERED IN TO H.IMINATE ANY POCKETSOf' AIR.
6. TREES. TREJ.iS SHAl.L BE SET IN A WATER RETENTION DISH 6" IN DEPTH AND EQUAl, IN DIAMETER TO THE
ROOT BALI. AND MlJlnlED, TREES SI-liAl,L BE APPROPRIAn~L Y GUYED AND STAKED AS WARRANTED.
7. MAINTENANCE. ALL MAINTENANCE SHAI,L BE THE RESPONSIl3IUTY OF THE CONTRACTOR UNTIl. OWNER
A('CliPTANCE,
8. PLANT QUANTITIES SHOWN ON LANDSCAPE I'I.ANT AND MATERIALS LIST ARE QUANTITIES TO BE USED FOR
INST Al.LATION.
9, ' DURING LAND AL TERAHON AND CONSTRUCTION ACTIVI'flES, IT SHALL BE lJNLA WfUL TO REMOVE '
VEGE'f AnON BY GRUBBING OR TO P1.ACE SOIl, DEPOSITS, DEBRIS, SOL VENTS, CONSTRUCTION MATIlRIAl"
MACHINERY OIl O'fHER EQUIPMENT Of ANY KIND WITHIN THE DRIPUNE OF A TREE TO REMAIN ON nre SITE
lJNLliSS OTHERWISE AJ>PROVED BY HIE COUNTY OR CITY.
10. AI,L PLANTS TO BE fIERTlI.lZED UPON INS'f Al,LATION.
CUMBEV & FAIR, INC.
CONSULTING CIVIL ENGINEERS
1.8. 2168 I L.8. 2168
ENGINEERING PLANNING
EEl
FOR:
AI ~~.~~ie.~s
350 Franklin Road
Marietta, GA 30067
Phone: 770.421.1532
Fax: 770.422.8285
},
, .
2463 ENTERPRISE ROAD
CLEARWATER. FLORIDA 33763-1790
LAND SURVEYS
(727) 797-8982
(813) 223-4333
CLEARWATER
TAMPA
~
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STOP SIGN
Rl-1
VA'~lli'l
TBf.:lE PLANrl~G I ~TAKING DETAIL
20 10 0
b-'I-..---b:::~
SCALE IN FEET
l' = 20 I
20
I
~Bua.e..~Il~ DIIAI\.
.
}
l
~.'
-I
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
DATE:
PROJECT
EASTERN FINANCIAL
PLORIDA CREDIT UNION
11I111'
8-4
JOI NO.
LANDSCAPE PLAN
7078
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TOP=50.95
INV.=44.39(N.)
INV.=42.64(S.)
INV.=44.32(E.)
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~ I I GRA TE INLET <(..~s<(..~ '? ~
~ II TOP= 55.47 x.. ~'
· II INV.= 52.30(N.) ,.. ~t>-G oo~ /..-
~ II INV.= 52.22(S.) .,/ ~~~ '\ <0 /
:: /,,0 ~ '?\..t>- / /
l : / ~ '?<(..~ / SEE NOTE 7.
II/\.../ (j)
ASPHALT PAVEMENT I II / / . / . ASPHALT PAVEMENT
.', \ (. II / ~ 10' SETBACK LINE 0 0"'0
- - -b,.q~ --")~ -~~~~,~-S-/c -"'- - - - - - - - - - ~- - - -<7' ~
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CONC. I BOO p,\JC 55.,.-5;)0';) 10" $) i: <;:;, ", / "I" 2.0'
SLA~51_5'::l;"'-- I') / .u /,/.cJ 6:> 51.0' , I
J,." I r / II
D ,I>' / II
(:~ j,. / II
BUSINds / I .;.{) / : :
SIGN I / / . ",,,,,;,, I I
/ I W" C\ II
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GRATE INLET (/) to ~<~ ~
(/) TOP= 49147 ~ W
k INV.= (~(~f68 ~ ~~9L~.:
I (,' ,;.wl ~. I (~, ~
(" 'z I- to vy'
(/) v~ ~ I ::> O'l
r ~ 01 ~ 6 I ~
(/) ~I w 0 I U
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I S 89053'36" W(M)
WHEEL STOPS
(TYP.) II ~
h II \>,)
.n',';:) GRATE INLET I I":'?
{ TOP= 55.41 : :
:NV:: g2:g~~~:~ :,,1 ,~' BTEEMNPCOHRMARAYRK@ASP,HALTPAVEMENT
~ INV.= 51.60tE.i I b <,~\
P _SQUARE_cur IN... S.~{LCDBt:4.EEL _ _ _ -'-.:... _ _ _ _ _ _ _ --
<r-.,'-'
-dF-GRAfCINLET - - - - - - - - - - - - -24;;- ReF> - - - --
~ II ELEV.= 55.41 .
II ~ PAINTED PARKING
",Y ~: : STRIPES (TYP.)
~II
. II
(r~'~11
,~T~ <,~.. I I
<~) "---1 I
,c II
\>9 II
i-::')' I I {): c:::==I c:::::::=:=
POINT OF BEGINNING
FOUND P.K. NAIL &
DIS]; 1#5122
~ (Ii (/)
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NO CAP
LOT -4
GENERAL MILLS RESTAURANT GROUP, INC.
O.R. BOOK 6245, PAGE 1354
FOLIO NO. 19/28/16/61516/000/0040
ZONED "c"
GRATE INLET
TOP= 55.48
INV.= 52.62
TEMPORARY
BENCH MARK
SQUARE CUT IN S. W. CORNER
OF GRATE INLET
ELEV. = 55.40
"
,)i::~ FOUND P.K. NAIL &
') DISK #5122
~~
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lulu
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II
II
II
II
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II
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Q II
::2: II
~ II
<( II
a.. II
I- II
...J II
~ II
a.. II
~ II
II
f6\ e,: \
~~II
~:: LOT -5
II PINELLAS NORTHSIDE PARTNERS,
II O.R. BOOK 8520. PAGE 2333
:: FOLIO NO. 19/28/16/61516/000/0050
II ,0;' ZONED "c"
11,;0
II
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1-STORY MASONRY BUILDING
#29383
~
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F~'
~
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a
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12" 10'
o
LOT -3
FINISHED FLOOR
ELEVATIION=
... 56.99
10"
a
cO
~ v)'^
"
" c'"
^ ..)~ Ix
:;,,62.0'
7"Q
(,~
,j-'
51.0' n~()
4' CONC. WALK
GRATE INLET
TOP= 55.59
INV.= 51.61(N.)
IN,V.= 51.30(W.)
INV.= 51.33(S.)
/,
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II~
II ~
II "-
II~
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TB~C LINE
i~<O
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LIGHT POLE 202. OO'(p)
~~s~ONC. 202.11 '(M)
FOUND P.K. NAIL &
DISK #5122
ASPHALT PAVEMENT
LOT -2
BOB EVANS FARMS, INC.
O.R. BOOK 6185, PAGE 366
FOLIO NO. 19/28/16/61516/000/0020
ZONED "c"
LEGEND
CONC. = CONCRETE
CO = ClEANOUT
H/C = HANDICAP
CONC. = CONCRETE
TYP = TYPICAL
(P) = PLAT
(M) = FIELD MEASUREMENT AND FIELD BEARING
MES = MITERED END SECTION
RCP = REINFORCED CONCRETE PIPE
r~ LIGHT POLE
0: FLOOD LI GH T
~ WATER METER
-0- SIGN
(f) NUMBER OF PARKING SPACES
o OAK TREE & SIZE
~ PALM TREE & SIZE
-SS-SS-SS-SS-SS-SAN1TARY SEWER LINE
TAMPA RD.
o
0::::
0::::
W
I
U
~
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en
SCALE: 1" = 20'
CURLEW RD.
S.R. 586
C EARWA TER,
FLORIDA
20' 10'
~ .J
0' 20' 40'
., ~ I ---,.
SCALE IN FEET
O'l
60'
j
.....
vi
::>
\SITE
COUNTRYSIDE
GOLF COURSE
VICINTY MAP
NOT TO SCALE
Legal Description
LOT 3, NORTHSIDE SQUARE, AS RECORDED IN PLAT BOOK 93, PAGE 31, PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT #4, NORTHSIDE SQUARE; THENCE
N. 89056'33" E., ALONG THE SOUTH BOUNDARY OF LOT #4, 202.00'; THENCE,
S. 00'00'49" E., ALONG THE WEST LINE OF LOT #5, 145.00'; THENCE, S. 89'56'33" W.,
ALONG THE NORTH BOUNDARY OF LOT #2, 202.00' TO A POINT ON THE EAST
RIGHT -OF - WAY LlNE OF U.S. HIGHWAY 19; THENCE. N. 00.00'49" W., ALONG SAID
RIGHT-OF-WAY 145.00', TO THE POINT OF BEGINNING, AND CONTAINING 0.672 ACRES.
LTD.
Notes Corresponding to Schedule B
Terms, provISions, covenants. conditions, restrictions, assessments, easements, liens,
and other matters established by that certain Declaration of Covenants, Conditions,
Easements and Restrictions fro Northside Square, dated March 4, 1986, and recorded
in Official Records Book 6185, Page 335, as amended by First Amendment recorded in
Official Records Book 6245, page 1355. Second Amendment recorded in Official
Records Book 7056, page 1627 and Assignment of Developer's Rights recorded in
Official Records Book 7460, page 1845. THIS IS A BLANKET EASEMENT AND NOT
PLOTTED HEREON.
Surveyor Certificate
I hereby certify to EASTERN FINANCIAL FLORIDA CREDIT UNION, COMMONWEALTH LAND
TITLE INSURANCE COMPANY, BLAXBERG, GRAYSON, KUKOFF & SEGAL, P.A. and JAMES W.
MARTIN, P.A., that I have surveyed, on the ground, the property legally described hereon;
that this map or plat is a true, correct and accurate drawing and representation of
said property and the boundaries thereof; that this map or plat and the survey on
which it is based were made in accordance with "Minimum Standard Detail Requirements
for AL TA/ACSM Land Title Surveys", as jointly established and adopted by AL TA, ACSM,
and NSPS in 1999, and includes Items 1. 2, 3, 4, 6, 7a, 8, 9, 10, 11 a and 13 of Table
A thereof; and that in locating or identifying record easements or other recorded
documents I have relied upon Commitment for Title Insurance issued by Commonwealth
land Title Insurance Comany, Order No. 41160146CA, having an effective date of April
14, 2003@ 08: 00 AM. Pursuant to the" Accuracy Standards for Land Title Surveys." as
adopted by AL TA. ACSM and NSPS and in effect on the date of this certification, I
further certify that the Positional Uncertainties (as defined therein) resulting from the
survey measurements made on the survey do not exceed the allowable Positional
Tolerance (as defined therein).
Easements as noted upon the plat of NORTHSIDE SQUARE recorded in Plat Book 93,
page 31. PLOTTED HEREON EXCEPT BLANKET EASEMENTS SEE NOTE 7.
Distribution Easement in favor of FLORIDA POWER CORPORATION recorded
February 5. 1986 in Official Records Book 6163, page 1998. THIS IS A BLANKET
EASEMENT AND NOT PLOTTED HEREON.
Surveyor's Notes
1. No underground installations or improvements have been located, except as noted.
2. No instruments of record reflecting easements, rights of way. and/or ownership
were furnished to this surveyor, except as shown.
Dated this 6 day of May ,2003
3. Unless otherwise shown hereon, no jurisdictional wetland areas or other topographic
features have been located.
4. Bearings refer to plat bearing of N 89'56'33" E on the South tine of Lot #4.
Gerald Silva, PLS
Florida Registration No. 5218
Northwest Engineering, Inc.
8409 Sunstate Street
Tampa, Florida 33634-1309
(813) 889-9236
5. Property is currently zoned "c" Commercial.
for retail sales and services minimum standard development
front setback = 25'; rear = 20'; side = 1 0'; max. height = 25'
off-street parking = 5/1,000 SF GFA
6. Elevations are based on 1929 NGVD.
7. A 10' easement is granted to the City of Clearwater, 5' on each side of water meter
as installed, up to and including fire hydrants and meters per Plat Book 93, page 31.
An easement is granted to the City of Clearwater over all paved areas for utility
maintenance and sanitation service
Also, a permanent ingress and egress easement is granted between
lots nos. 1,2,3,4, and 5 to provide access for parking purposes.
NOT VALID UNLESS SEALED WITH MY
EMBOSSED SURVEYOR'S SEAL
.~~'NORTHWEST ENGINEERING, INC
8409 Sunstate Street, Tampa, Florida 33634
Tampa: 813--889-9236 Brandon: 813-689--2779
ALT AI ACSM LAND TITLE SURVEY
~." J
BASED ON FLOOD INSURANCE RATE MAPS
COMMUNITY PANEL 125139-0086 C
o A TED 6/17 /83, THE PROPER TY
APPEARS TO LIE WITHIN ZONE C.
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29383 U.S. HIGHWAY 19 NORTH
PINELLAS COUNTY, FL.
Client: GOLD & DIAMOND SOURCE, INC.
'Dote of Survey: Order No,:
o 05/03/03 0304029
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