FLD2003-08036 (2)
FLD2003-08036
935 LAKEVIEW RD
DEAN, LARRY
PLANNER OF RECORD: BSB
ATLAS # 306A
ZONING: C
LAND USE: CG
RECEIVED: 08/18/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDD:
CLWCoverSheet
2.sr. HYD ~-
LAKEVIEW AVENUE 70'R/W DEED
s an,',o. E - 820.J:2'
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42,00
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286 TOP OF' BAN/(
STORM INLET
RIM = 40 21
INV NOT ACCESSABLE
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SITE DATA
EXlSTItf(] PRCf'OSED REQUIRED
CONERCIAL ~ClAl (Wl.CRYAX)
Zc:M(OOlSTRlCT OlSTRlCT('C")OISiRICTm~
~~ DISTRICT f1..EXlBLE OE\t1.OPt€HT STANDAAOs \'bcGntf (FFlC( ~
LOT AREA (son a AOlES)
GROSS MEA ('IITHIN PROPERTY UNES):
LOT '/IIlOTH
LOT 'DEPTH. ...!!:.!!!!..
[)[NSlTY (IWU ON NET ~S); ~
~ BUlLDlNC CO\€RAGE (SQ.fT . " Of GROSS 'SITE) ~
~ GROSS F1.OOIl AREA AND F A.R ~
SETBACKS. (AI..SO IhClUDE OtMEHSIQIIS OK SITE.
t::: DRAWNO)
REAR
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WAJERFRONT
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WTH BONUS PRQ",SOOS {If' APPUCABlE} ~
~ PAVED WiIOJLAR AAtAS (SO n " x Cf' SllE) ~
0f'[N SPACE
~ TOTAL FCR THE LOT (SCFT . X Of' SlTE)- ~
~F~~Ty~}so.rT"IOF ~
a..EAR SPACE (WATERFRCM PROPERTY) ---!!LL..
EXTERIOR PERlWElER BUFFEltSl ~
PARKING LOT lNTDaOR LNrCSCN'E
(so.n a::1 OF PA.VED \o(HI(:ULAA
~~~~~~r ~
PARlQNO 'G'-f: APPuCNlL!: FOR'NUI..A) ~
. sm: HAD 1.324 Sf CF IMPERVIOUS AS PER PUBUC RECORD
n-40..81
-t:ONSTRI.K:T 04 SK1JIJ/EI/ OF
... S/18" GUV S7L 0Ifl AUM1NW
SPILLWA Y OUTFALL STRUCTURE DETAIL
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LEGEND
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STORM WATER NOTES
1 DRECT AU. DOWN SPOlITS TO SJI4LE OR TO RETENTION POND.
2 n J$ DCTC'RIJINED THAT THE SHII IS MtJRE THAN 1 ~ BELOW 80T1DM
or POND, AS PER 1IIC PfNCLIAS COUCY S()/J. SIIRIfl; SOIl.S IN 7HJS
AREA ARC _TeD .... WHICH ARC OCFINCD AS tlRlIAN
IAND--ASTA1IJIA COUPWf THIS COMPlEX IS A80tJT .10 m 1fJX
ASTAIUA FINE SWD, OF WHiCH 10 m 20X HAS BEEN JJOOI17ED BY
CU1TJNG. 0RAlJING. AND SHAPIAC. DEPTH TO .5'.CAStW4L HIGH ..TER
FROM 40 m fJt) INCHCS RJR 8 ro 12 MONTHS. PC1/IEA84fTY Of'
ASTATUA IS GREATER 1HW 20 INCHE.'S PER HOtIR
.1 PRE DCVCl.OPMOIT IIIPEIMOIJS HAS BEEN 1~ SF
ACC'ORDING 10 PINEU.AS COLHIY ur JlECORDS.
.. DRY 0CTFNT10N __ IrrU BC LESS THAN 2' 1/1/ AM)
ACCOI/I'USHED BY PeRCOlATION.
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~ GENERAl NOTES.
I. SOW *S1F WILL BE /WtIDLED BY ROU 0lJT CONTAINER.
SOUD *57E 2 EXJSTJNG FIRe HYDRANT IS 169' EAST ON L.<<'l'H!W AW
3. S1GNAOE m Be LOCATeD /MIl F1IONT DOOR ..y SJt:NACC m 8C
LESS THAN 45 SF ANO WflJ. NOT BE I.JCHTE1).
<I. ADEOUATE OFF-STRECT PARKING IN tHE IJII/EDlATE HCIN7Y IS
AlIlLABll: 1IIC PtlRK1NC PfIOPOSED IS WNIC THAN _IE FrJR THE:
In. ~~ ~ns w.rJSCAPC PlAN FRf) AU.
WI/JSCAPfNC AND SICHT 11/IAN(;i.ES.
-......-
5. TOTAl. SITE AREA IS 4920 SQ. FT 1~. OVER ENTIRE SITE IS 205
CtJ f7
8. ....." AT TrJP OF BANK OF POND IS 3.Jl SF ....." AT lJOTTrJM Of'
PI'JND IS 117 SF OCPTH OF POND I1/OM 11MKT Of' I1CIR IS !J2 f7
Alof".etGC AREA IS 224 SF 224 SF AT 92 DlP1H IS 205 CF OF
T11EATMCNT
7 FROII TOP OF WEIR ro TOP OF BAN/( IS 27 FT OF FReEBOARD.
8. -""4X. now RATe OF WEIR IS .90 CfS.
g. POND -..s ARC TO Be SODOF:D AFTER CONST1ItK:TION.
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LEGAl DESCRIPTION
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PlAT BOO/( a
FUIIIIDA._
Dl'.SC1l6ED .s:r.tPWY ctJIMON JlJ
SEC71I:1N$'4 1411 ~c.t.StRIJM
SJOU1H """'... IIf'.S1 1661.75 fCCT Jt) STA. /I + IJD ON $oW JiUnI'Y
aN1E1lUr1E AI#} 11E POINT OF ~ F/IOII THE PONT 01' ~
1HJ$ l3'TABlSQ RUN N/'JImI $I17T4J" an: 41fUS fEET 10 A '.c..
1IfDICE ,.,. A a.RtC 10 'fNC AlQn; IlMIUS zu.,. ID"t C'GIP ~
NI'JIt1H 7rJII'1"rcASJ; ,2tI.!fiIJFEET. A1ICUBU!EET Jl) 71EPJ:, ~
SOUTH """0- CAn 610.31 FEET lID $TA. 1& HIJtJ (}N SMJ CC/II1DII.N
MID TTE DIlL
FloaJ.S7ArDIENT- THS LOT US" FUX1{J lONE r ACICOIlD1NG 10
FL<<A. FlO<<J IIISUIANCE RAlE IIAP, tnlW Dt>>5 4 DAD AUaJST '.
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TYPICAL SINGLE DEVICE 3/4' and I' MODELS
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About DrlvewC1Y G..
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Cur"'D SurFacE'
3' TRANSITIDN AT DRIVES
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2 Concrete In curbs sho.U be 3000 psi.
with
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DATE 6lZ1/ISJ I SHEET :i OF 2
PROJECT No, 03018 ,_........
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COMMON CORNER
SECTIONS 1:,>,16,21,22
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L= 128.41'
R=214.19'
6=34021'03"
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LEGAL DESCRIPTION: LOTS 5 AND 6. BLOCK 1, "LAKE BELLEVIEW ADDITION"
ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 9, PAGE 141,
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA LESS THAT PART OF
SAID LOTS LYING WITHIN 30 FEET OF THE FOLLOWING DESCRIBED SURVEY
CENTERLINE; FROM THE SECTION CORNER COMMON TO SECTIONS 15, 16, 21 AND
22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN SOUTH 00'16'56" WE':,T, 1654,75
FEET TO STA 5 + 00 ON SAID SURVEY CENTERLINE AND THE POINT OF BEGINNINC,
FROM THE POINT OF BEGINNING THUS ESTABLISHED, RUN NORTH 56'27'43" EAST,
476,23 FEET TO A PC; THENCE BY A CURVE TO THE RIGHT, RADIUS 214,19 FEET,
CHORD BEARING NORTH 73":',8'17" EAST, 126.50 FTET, ARC 128.42 FEET TO THE
PT; THENCE SOUTH 139'11'10" E.AST, 820.31 FEET TO STA 19, 2496 ON SAID
CENTERLINE. AND THE END
FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE 'Y' ACCORDING TO F.E,M,A,
FLOOD INSURANCE RA TI=: MAP # 125096 0015 D, DA TED AUGUST 19, 1991,
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I:J ~ ~EA~~~~~F::~~:'E ~NE- 820.32' (70' R/W FIELD)
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BURIED GAS LINE
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ELEVATlONS BASED ON PINELLS COUNTY BENCH MARK # 1248 ELEV, 48.622
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LEGEND
P.Q,C. :::: Point of Commencement
P.D.B. == Point of Beginning
{Dl == Dota per Description
M = Measured Dato
C = Calculated Data
PG(s) = Poge (5)
O.R. = Official Record Book
P,B = Plat Book
R = Radius
'" = Delto Angle
EP :::: Edge of Pavement
R/W = Right- of- way
SMH = Storm Sewer Manhole
M.L S. = Mitered End Section
T,O,B, = Top of Bank
T, 0, S, = Toe of SIC'pe
WM = Water Meter
L/P = Ught Pole
r.I,R Found Iron Rod & Cop
F.P.P. Found Pinched Pipe
F,O,P Found Open Pipe & Cap
P.C.? Permanent Control Point
F.CM Found Concrete Monument
S,I.R Set Iron & Cop 1/2" LS, #4626
LB Corporate Certificate Number
P.L. S Professional Land Surveyor
C,S, = Concrete Slab
CONC, = Concrete
S/W = Sidewalk
<t. = Centerline
D /W = Driveway
WV = Water Valve
SSMH .= Sonltary Sewer Manhole
GV = Gate Valve
OHW =: Overhead Wires
FHA = tire Hydrant Assembly
GUY HALE LAND SURVEYING
erN TIFlCA liON:
I, GUY D. HALF, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTlFY THA T
THE: SURVEY RE:PRESE:NTED HEREON AND THA T SAID ABOVE GROUND SURVEY AND
SKETCH ARE ACCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTlFY THA T THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS IN
SEeTlON 472.027, FLORIDA STATUTES (OR RULE CHAPTER 61G17-6" F.A.C.)
SURVE~r T VALID UNLE5 SE. ED MTH AN EMBOSSED SEAL.
lr
SURVEY IS SUBJECT TO A
TlTLE SEARCH FOR EASEMENTS,
RIGH TS-OF - WA Y AND 0 THER
MA TlERS OF RECORD,
BASIS OF BEARINGS ARE PLA 1,
Ull/LESS OTHERWISE STA TED
NO UNDERGROUND LOCA TED
UNLESS SHOWN HEREON.
DA TL 05/07/2003 TOPO
1110 OVERCASH DRIVE SUITE C
DUNEDIN, FLORIDA 34698
(727) 734..4268 FAX (727) 734-3228
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DATE: \ \ 1\, lo!;> SHEET NO.
D-..rnNG SUVlCE
A~lIITecru/lAL DESIGN AND DaAFTlNG
CUSTOM It.ESID€NCESAND ItEMOD'ELING
JIMUINHART
7'1UJ'f" WA Y 1 J 126-U.-ERTO .OAD
PI1VBLLAS",yx, FWR.lDA 33711 1J1tOOIfSmLE. FLO/UDA 34614
(711)S4U'1I# ",1) '14UJIIJ
EXIST. HYD
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125
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LAKEVIEW AVENUE 70'R/W DEED
S 89.11'10" E - 820.32'
BEARING REFERENCE LINE
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168.97'
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149.55 (M) ~51#1982
IA
ROOT PRUNE AS REOUlRED
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-- ----------...
---
- FDOT TYPE "c" INLET
~ WITH GI TRAFFIC BEARING
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~t>< SHEET 2 FOR DETAILS
t><\) ~u ,\:))" 'JI><
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( IN FEET)
1 inch = 10 ft.
I SOLID WAST?
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FIR 1/2"
PLS#2937
3
SI TE 0 AT A
EXISTING PROPOSED REQUIRED
COMERCIAL COMERCIAL (MIN. OR MAX)
ZONING DISTRICT: DISTRICT ("C") DISTRICT ("C") N/A
"C" DISTRICT FLEXIBLE DEVELOPMENT STAND.A.ROS
USE: Vacant!
J
6" CONCRETF-3000 PSI MIN.
WITH 6'X6" NO. 10 wwr
E
12"
12" COMPACTED SUBBASE TO LBR=4O,
COMPACT TO 98Jr MAXIMUM DENSITY
PER AASHTO- T-180
5
I
10
I
20
I
REINFORCED CONCRETE SECTION
A T APRON IN ROW
GENERAL NOTES:
,. SOLID WASTE WILL BE HANDLED BY ROLL OUT CONTAINER.
2. EXISTING FIRE HYDRANT IS 169' EAST ON LAKEVIEW AVE
3, SIGNAGE TO BE LOCA TED OVER FRONT DOOR WA Y. SIGNAGE TO BE
LESS THAN 4.S SF AND WILL NOT BE LIGHTED.
4, ADEOUATE OFF-STREET PARKING IN THE IMMEDIATE VICINITY IS
AVAILABLE. THE PARKING PROPOSED IS MORE THAN ADEOUATE FOR THE
PROPOSED BUSINESS.
~ 5. SEE COPLEY AND ASSOCIATES LANDSCAPE PLAN FRO ALL
LANDSCAPING AND SIGHT TRIANGLES.
OFFICE:
LOT AREA (SQ,FT. & ACRES)
GROSS AREA (WITHIN PROPERTY LINES):
LOT VvlDTH:
6" CONCRE7E-3000 PSI UINo
WITH 6"x6" NO. 10 WWF
12" COUPACTED SUBBASE TO LBR::r:4c.
COUPACT TO 95% MAXIMUU DENSITY
PER AASHTo- T-180
TYPICAL PA VEMENT SECT/OA(
REAR:
Allowed
4,920 SF
4,920 SF 5000-10000 SF
N/A
.112 ACRES ,112 ACRES
49,95 FT
49,95 FT
99.49 FT
LOT DEPTH:
DENSITY (BASED ON NET ACRES):
!1. BUILDING COVERAGE (SQ,FT. & % OF GROSS SITE):
~ GROSS FLOOR AREA AND F,A.R,:
SETBACKS (ALSO INCLUDE DIMENSIONS ON SITE
PLAN DRAWING)
~ FRONT:
~ SIDE:
99.49FT
N/A
N/A
23%
1179 SF"
23%
1179 SF"
1260 SF"
1260 SF"
Open
51 FT
Open
5FT
Open
13 FT
BETWEEN STRUCTURES:
WA TERFRONT
N/A
N/A
WITH BONUS PROVISIONS (iF APPLICABLE):
~ PAVED V[HICULAR AREAS (SO,FT, & % OF SITE)
OPEN SPACE
~ TOTAL FOR THE LOT (SO. FT. & % OF SITE):
/j. FOR THE FRONT YARD ( SO.FT, & % OF
f:l:::. REQUIRED FRONT YARD):
CLEAF~ SPACE (WATERFRONT PROPERTY):
SIDE;
REAR:
HEIGHT:
BUILDING STEM WALL AT AREA
OF RETENTION POND
12.5' NORTH TO SOUTH
28.S' EAST TO WEST
~
_;~~ O~I fAN~ I ~L=~~ 4 TOP OF WALL EL=42.00 I _
I, III III III III 3r31 I 1 1.2' 11111I111 t II t 1111111'
L~mlllmlllmlllmlllml rfTI~ BOTTft.~f;./;()ND I III III III
~lllllllllllllllllllllllllllllllllllfnllll,rmmm III 11111:: :111:: I,
, ,111111111111111111111111111111"1111111111111111111111 II III:
. --:111 .,111, "ill" ,illl IIII111111 ~IIIIIIIII _111=111 III \ \ III
-111-
SECTION THRU TREA TMENT POND
~
N/A
N/A
N/A
N/A
N/A
N/A
19 FT
740 SF
N/A
41%
2032 SF
N/A
35%
1,709 SF
10%
509 SF
N/A
N/A
N/A
N/A
x
EXTERIOR PERIMETER BUFFERS:
PARKING LOT INTERIOR LANDSCAPE
(SQ,FT, & % OF PAVED V[HICULAR
AREAS: ALSO, DEPICT ON SITE PLAN
DRAWlNG BY SHADING/CROSS HATCHING):
PARKING (GIVE APPLICABLE FORMULA): N/A
.. SITE HAD 1324 SF OF IMPERVIOUS AS PER PUBLIC RECORD
4" TYP
WEIR INVERT EL=41,73
TOB EL=42.0
VOLUME
COMMENT
--------
2.5' WIDE
EL=41.63
CONCRETE TO BE 4" THICK
3000 PSI WITH 6x6 "0 WWF
TOB EL=40.0
--II
DRAINAGE RETENTION AREA
STAGE STORAGE TABLE
ELEVA TION
40.81
41.73
42,00
AREA
117
224
331
LEGAL DESCRIPTION: LOTS 5 AN/) 6, BLOCK 1, "LAKE BELLEVlEW ADDITION"
ACCORDING TO THE MAP OR PLA T THEREOF, RECORDED IN PLA T BOOK 9,
PAGE 141, OF THE PUBLIC RECORDS OF PINELLAS COlINTY, FLORIDA. LESS
THA T PART OF SAID LOTS J. YING WITHIN 30 FEET OF THE FOU.OWlNG
DESCRIBED SURVEY CEN7E'RLINE,' FROU THE SECTION CORNER COMMON TO
SECTIONS 15. 16, 21 AND 22, TOWNSHIP 29 SOUTH. RANGE 15 EAST. RUN
SOUTH 0016'56" Itf'ST, 1654,75 FEET TO STA. 5 + 00 ON SAID SURVEY
CENTERLINE AND THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING
THUS ESTABLISHED. RUN NORTH 56"27'43" EAST. 476.23 FEET TO A P.c.:
THENCE BY A CURVE TO THE RIGHT, RADIUS 214.19 FEET, CHORD BEARING
NORTH 73"38'17" EAST, 126,50 FEET, ARC 128.42 FEET TO THE P. T.,' THENCE
SOUTH 8911'10" EAST, 82a31 FEET TO STA. 19, 24.96 ON SAID CENTERLINE
AND THE END.
FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE lOX. ACCORDING TO
F. E.u. A, FLOOD INSURANCE RA TE MAP' 125096 0015 D. DA TED AUGUST 19,
1991,
TOP OF OUTFALL EL=42.0
-+-
80rr.oM OF OIL SKIMMER EL=41,5
--II
--II-+-
o BOTTOM OF POND
20S TREA TMENT ELEVA TION
266 TOP OF BANK
--II
-+-
--II
--II
--II
--II
--II
--II
--II
--II
-+-
'v
-+- -+-
-+-
-+-
-+-
--II
..v
--II
--II
-v
-+-
-+-
--II
--II
-v
--II
--II
STORrv INLET
RIM = 40,21
INV, NOT ACCESS ABLE
--II
--II --II ~-.!, --II
-+- -+- --II --II 1,--11 -+---11
--II -+-
--II
-v
....
....
-v
..v
--II
....
....
--II
,\
-v
--II
....
....
'"
....
-v
....
....
'"
....
-v
'.v
'"
-v
"
'"
--II
'I
....
.... CONSTRUCT OIL SKIMMER OF
.... 3/16" GAL V. STL OR ALUMINUM
-+-
....
~
'I
....
--II
,I'
--II
,I'
....
....
--II --II
-+-
....
....
-v
....
--II
--II
--II
....
....
....
....
....
--II
\I
SPILL WA Y OUTFALL STRUCTURE DETAIL
EL=40.81
LEGEND
t
br6.6
~
STORM WATER NOlES
" DIRECT ALL DOWN SPOUTS TO SWALE OR TO RETENTION POND,
2. IT IS DETERMINED THAT THE SHW IS MORE THAN l' BELOW BOTTOM
or POND. AS PER THE PINELLAS COUNTY SOIL SURVEY, SOILS IN THIS
AREA ARE DESIGNATED Uc WHICH ARE DEFINED AS URBAN
UND-ASTATULA COMPLEX. THIS COMPLEX IS ABOUT 30 TO 70%
ASTATULA FINE SAND. OF WHICH 10 TO 20% HAS BEEN MODIFIED BY
CUTTING, GRADING, AND SHAPING. DEPTH TO SEASONAL HIGH WA TER
FPOM 40 TO 60 INCHES FOR 6 TO 12 MONTHS. PERMEABILITY OF
ASTATULA IS GREATER THAN 20 INCHES PER HOUR.
3. PRE DEVELOPMENT IMPERVIOUS HAS BEEN 1856 SF
ACCORDING TO PINELLAS COUNTY TAX RECORDS.
4. DRY DETENTION DRA WDOWN WILL BE LESS THAN 24 HR. AND
ACCOMPLISHED BY PERCOLA TION.
SI TE PLAN
5. TOTAL SITE AREA IS 4920 SO. FT. 1/2" OVER ENTIRE SITE IS 20S
CU FT.
6: AREA AT TOP OF BANK OF POND IS 331 SF. AREA AT BOTTOM OF
POND IS 117 SF. DEPTH OF POND FROM INVERT OF WEIR IS .92 FT.
AVERAGE AREA IS 224 SF. 224 SF AT .92 DEPTH IS 205 CF OF
TREA TMENT.
i~ FROM TOP OF WEIR TO TOP OF BANK IS .27 FT OF FREEBOARD.
B. MAX. FLOW RA TE OF WEIR IS .90 CFS.
9. POND BANKS ARE TO BE SODDED AFTER CONSTRUCTION.
JV--
DS.
v U //1
EXISTING ELEVA TION
PROPOSED ELEVA TION
FLOWLINE
SIL T SCREEN
ROOF GUTTERING DOWN SPOUT
ROOT PRUNE AREA ~
FRONT YARD AREA
N/A
%
SF
4
LOCATION MAP
i!:
~
V....AA..J "'^'^-^-I
LAKE SELLEVVE"'^'^-^-I
'Vo.A.A.I
'Vo.A.A.I
~
'"^^^"
LEGAL DESCRIPTION
50-100 FT
100 FT
X
X
30%
,3
15-25 FT
0-10 FT
10 -20FT
N/A
--
N/A
--
-~
25-50 FT
N/A
--
N/A
--
N/A
5'/10'
not less than 6%
3-4 per 1,000 GFA
~
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~
~
~
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I " : , !
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PIN: 21/29/15/47466/001/0050
OWNER: LARRY DEAN
APPLICANT: LARRY DEAN
LARRY DEAN PAINTING
1856 REDCOA T LANE
CLEARWA TER, FL 3.3764 hJwiFJif~G & DEVELOI., , .
PH. 727-536-772.3 CIlY OF CLE:AR'li'~"h~""'~"
SITE ADDRESS: 935 LAKEVIEW ROAD
LOCA TlON ().1129 ACRES LOCATE:D ON THE SOUTH SIDE OF
LAKEVfEW ROAD APPROXIMA TEL Y 400 FEET EAST OF
SOUTH GREENKOOD A VENUE
ZONING: COMAlCRCIAL DISTRICT ('"C")
PROPOSED USE: THE PROPOSED USE INCLUDES A NEW
1.179 SF. ONE-STORY OFFICE.
"C. DISTRICT FLEXIBLE STANDARD DEVELOPMENT
STANDARDS
8 -
7
6 -
5 -
4 -
J
2
1
DATE:
PROJECT No.
ITLE:
SHEET
P:\03016\MASTER
SI TE PLAN
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^,-, ell1'" ~' ./ ~ -I'
,-y '\; if' /" 7\ - 7
A~~( ~'v V r ~ Bacl< of Curb
t J~' I' Non-slip surface require-
I~ _t ments see Note 8,
I
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View
Approved Bo.ckflow
Prevention Device
DATE
DESCR1PTlON
Ford Regulo tor
/ ~
m~
"UJf=;
~
Ado.ptor
B
t
Remove Curb if Existing
\
Max Slope ~--J 1\
..i 1 /.
1....:..~ ~ .,', ":;...':,:/' "'. ..:. ,.,'~ '.; ';~. .;,11.
/. '."............, /..)i ................. '" M
Exp, Joint / / / t6" "-.....1/2 Exp.
NOTE: Wings only jf
Side SloDes Renulre.
Exist Conc Drive
12"
1"~ Max Slope
,
t
k'
1/2"
\
TYPICAL DRIVEWAY CROSS SECTION
PLAN VIEW
E.o
o '-
.... ::J
....u
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~ ~ a.
, - 0
~N~
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':",.' .~}
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Remove Bock of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace os Part of Sidewalk Romp.
Bros~
Nipple
\...
Qj
f:
o Qj
+>(5
VlV;
::5
U
Modified and Valley Gutter Curbs
join exist bock of curb
/ 12" ...-/ Textured Surface
1"~ Max Slope ~ _
f';'~ t '. ,. . '. . .... . .. ~ .,.... .
,~:_r" . ,0.... I"' ... .
..~'.y::' Remove to an
, 1/2" ExpansIon Joint even jaint or sawcut
~i
-
I' io :-'""i
~',,' ;'."
-
TYPICAL SINGLE DEVICE 3/4/1 and 1" MODELS
NOTE:
Device Must be Installed level.
* APPROVED R,P, DEVICES
Hersey- Beeco Model FRP II
'w'o. t t s Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE -CHECK VALVES
Hersey-Beeco Model FDC
'w'o. tts Model 709 or 007
Conbraco 40100
REV,
SPACING OF POSTS
TO BE 6-10 fEET APART
FIL TER F AeRIC
MATERIAL
~
~
~
~
/.(<< ........
'\. ,,," /'\.,\:>",,/
/)Y//'/ // ' /,
''\.:-<~,
/',.,
BACKFILLED TRENCH
FILTER F ABRle
MATERIAL SECUREL Y
FASTENED TO THE
POSTS OR IF USED
THE Yt1RE MESH
A TT ACHING TWO SILT FENCES
-.
. fm----mr-
\
APPROXIUA TEL Y 8
INCHES Of' FILTER
FABRIC UATERIAL
UUST EXTEND INTO
A TRENCH AND BE
ANCHORED Vt1TH
COMP ACTED
BACKFILL UATERIAL
fila. -' -" --
~
)~
/_RU~
1 >:0":""'-">>" . \ ~;;':f; ~"f'\."'\.~'
, //>7<<'> \1~v~
:\<^ ~~~
10 INCHES ~, ~~~
(UIN) ~ ~~"<
l 9:~:'< ~~
<<~/1 ~,<<>(
~,'\.'\i '\.">>" ~
" N /" )// , )// ,
'MX>D OR
STEEL POST
"
-+;.;-/;-
DIRECTION OF RUNOFF WATERS
~
~
~
APPROXIMATE
4-INCH BY
4-INCH TRENCH
---.:1-"" ,.. "..-
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKVt1SE
DIRECTION TO
CREATE A liGHT
SEAL 'MTH THE
FABRIC MA TERrAL
DRI'J[ BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
CITY OF' CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A FILTER
F' AeRIC S1L T FENCE
lIf:V,
1lt:$CIllP1lON
~~8Y
CH~BY
B.u.
PUlIlRW BY
DAlE
NIP.
f'1f?
ll':fA7NO.
1CF3
LANDSCAPING NOTE:
FOR LANDSCAPING PLAN SEE PLAN OF THIS SITE BY DREW COPLEY AND
ASSOCIA TES.
APP,
CITY OF CLEAR'w'ATER, FLDRIIiA
ENGINEERING DEPAR'-MENT
llEDU'J~ BY TYPICAL METER SETS 'y/ OW;~4
tHtCI<ED BY BACKFLD'w' PRE VENTERS NDEX NO,
3/4' and l' MODELS 405
DESIGNED BY 1 OF 5
~
Back of Curb
4' Min Residential Street
5' Min Arterial Street
l' City R/W
2' County R/W
1/4" per Foot
. ~:"4'" '. ':;"':, t'....,.~ t., '.:. t "'. .,to '-.1
3000 psi cone 4" thick, Constr. 6"
thick at driveways with 6x6 110
welded wire mesh, See note 7.
SECTION A- A
SECTION B-B
8. Ramps 111011 hOIle 0 toctlle surface. telltured to 0 depth not
Illceecllng 1 /8~ by use of tamp or roller In conformance wIth
requirement. 'Jf FOOT Roadway and Traffic Design Stonclorda.
Oetah 304 or Most recent modificatIon..
3
4/1/02
1/85
oddecI not.
~
1. Provide tOOled joint. ot dlltonces matching thl wIdth. Also
p10ce elCpClnslon Joints at drlY8WO)'I.
2. If llOl1I1 ptI)'IIcol obltructlon Ixllt. whIch prlvente tI\e p10clng
of Ildewolkl ~ 1I10wn. cootoct thl EnglnHrfng OMalon for
alternotl location.
J. WoocItn, and other spocera wiD not be permlttlcl In aldewolkl 0(
drlwwo)'8.
4. No coatings of OIly kind will be perMItted on concretl
sldewalkl 0( drlllewoys wIthout specific approval of the City
Engineer.
5. All concrete 111011 be 3000 pel mln, 0 28 do)'l. wltll ftber
m"" relnfO(clng,
6. Concretl 8UrfO~ to be light broom tlnl'h.
7. Concrete driveway construction ShOll be 6~ thICk w 8x8/10x10
welded wire mllh relnforcement.
R.... Not..
2
,
REV.
l' /la3
OAlE
rnodlIIed cwb cut
DESCAlP1lON
2"x2" Slakes
2' In lhe ground
Wire Tie
1. Single row of Strawbo.les or Silt Fence to be ploced prior' to the
stort of rough gro.ding,
control devices shall be
rainfall ond will be cleaned
-
2, MAINTENANCE: All e>rosiJn ond siltrotion
checkeol regularly, e>spel:ially after eQch
out ancl/or repaired as required, ~
~ LAKE
~
i'--
--
~
_ A
)
~ Preo3gembled Sill Fence L
/ or ~trowboles (optional) ~
ADJACENT
HOME
PROPOSED
FOOTPRINT
OF HOME
PF OPERTf LINE
fBI~
~....... :>
~
~
'--
/ CITY STREET ~
~~~
Property Line
"-1~
liS
't: ~
V-I
~
-1'
t
~ ~
--Drlveway- ~ =
---Low Curb -- 1-
,- 40' MIn.
--43' Uln.
-Low Curb- I
--- Drlvewav-
C c
? ?
!
-1'
~
Property Line
.~~
t It
I~
't: ·
0,,3
~ t
/
Boles butted
tightly logether
~l"~
I":',.:"'P
:;t:.~~"-1:p ·
~~\?
---.::--~ ~
'~'.""i.~~\~~ ~ ~ ~
't'~1:t;~i:~~ ~ ,,~~ ~~ 'f
4Hiffl;~~ ~~,'v.
t.". 'f "",,-,,~~ T T
~ ,\I- ~~~ ~ ~ ~
T ~ 'f~ ~
STRA WBALE SILT BARRIER
ADJACENT
HOME
~H
( Silt Stop
POgt "--- ..J
Bockfill
. .,~
'f 'f ~ i.~ 'f
_ ___ ~ 'f 'f
.. ~"~~-..
. \, ~ '\v. ---.:.:. ~~. ~
'.,.~~H);:..... ',. T 'f ~ '\v
"-:'4AI.t~,~~,J.\oi,"', 'f 'f ~ y-
o 1tJ", .~J',,; ~I,J,~ . ,v.
.' .~.:~. ......:..\ ~,''':.'. y' " T .-<"1',
~'~"" ~.p~,~,"(, . -'al' ,. "'...,~..'1~
.. .,~':~~.. ....r:'~i1;"~~'".:>d..~~~..~~-;"...li'!~!',.
'......".\." ,0 Ilo,.,&,. ~1j!,~'I~~t ....i~ ''''~
'" ""'-'''i..i(f~'',,,,,.
?
Evenly gpreod gtrow
from oproximotely
4-5 strowboles
full width of R/W
(uguolly 15 feel)
.'\
RECOMMENDED
TOE-IN
PREASSEMBLED SILT FENCE
REV,
CITY OF' CLEAR'y/ATR, FLORIDA
PUBLIC 'y/DRKS ADMINISTRA TIDN
ENGINEERING
SINGLE F AMIL Y HOME
EROSION CONTROL DETAIL
TEMPORARY STRAWBALE
SEDIMENT BARRIER
REDRA"'N BY
P"'D
CHECKED BY
MQ
APP, DESIGNED BY
RJM
DATE
2/18/98
lND~~.. NO,
DATE
DESCR1PTlON
1 OF 1
l'
f t
aj
!!
I
Property LIne
r-- l'
~ SIdewalk
'--- ~ I--Drlveway--
-I f-- Low Curb-
40' Uln. -j
43' Uln.
v STdewalk
I -- Low Curb-
... -Drlvewov-
--1'
l'
Property LIne
WUtL DrIveways to BegIn 0 mInimum of
40' measured from curb line extel,ded or
10' from property line. 'M1lchever Is greater.
~ - Transition Area
CITY OF' CLEARWATER, F'LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEEllING
STANDARD DRIVEWAY
LOCATIONS AT
IN TERSE CTIONS
REIlltA~ BY
RMS
C!€Cl([l) BY
10~::I9J
'Itf8JNo.
ICF2
ll[Y.
DESIClNIO BY
DAlE
DE!ICIlIP1Il*
"'" .
It,o.
CITY Of CLEARWATER, FLORIDA
PUBUC WORKS ADWINISTRATION
ENGINEERING
~t., BY TYPICAL SIDEWALK
C!€actD BY CONSTRUCTION AND
T,C,J. RAMP DETAIL
~lIIID 8Y
C,M,H.
..
NIP.
Joint
~
t4"
t t
.:/v~
PARKING BY
DISABLED
PERMI T
ONLY
$255 FINE
F,S, 318,14
It
"---
DAlE
1-i93
INllD NO.
109
-+~
\A\rllll, \V1 n 'I.I/}/\I/ \VIIA\
,
:~. ',': ::: : :4,' .1 I 4' it.....: ':-,'. "
.. iI..' iq'"
/II... . :.:);.... I h' <I R'".. ...::;,..
.. ',. ,..~ : .,r.:,,' "..... '. . I I :1;1 "..... '"
I 1 114','1 It 4. m~v-
-: 1111-: :,- ;:=1-11-
- ,11.....,-
[j.;,~,I:
, "
,.'<1 .,
i t
HANDICAPPED SIGN DETAIL
-
1 OF :3
r HANDICAPPED SIGH
/ SEE INDEX NO. 111
ca.c. WAU<
ItANP DOVM c~c. WALK
SEE .iUiNo. 1011
~
~
I ~r M)UItNFlC BLUE:
1/ STRIPE (lYPlCAl)
_~ V
_ff~/
~~~.
~_;I rJl
I
STALL
DET AIL
r- 8" .oE lRAfFlC VltIllE
/ S1RIPE (nPlCAL)
--
2~ (TYPICAL) III
12'-0. 11
11'- 0"
5'-0.
NOTE:
All pavement markings to be thermoplastic.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADWINISTRATION
ENGINEERING
lIf:V,
''A,C; BY
QtfQ(UI BY
M.Q.
BY
TYPICAL SINGLE
HANDICAPPED STALL
DAlE
DESCllIP'llClN
NIP,
M.G.
OAlE
S/99
IlIlt:X NO.
118
lore
, 12/11
REV. , DA1E
UpcIGtN FIll.
DEICllP1lON
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADWINISTRATION
ENGINEERING
...0.
/#P.
~.e~ BY
CHfacm 8Y TYPICAL HANDICAPPED
M.Q, SIGN DETAIL
I~BY
DA....
Sf"
INDDl NO.
119
I or I
I
3'
1/ Bock of Curb
6" ~:-Z 14'" __Construction SYMMetrIcal
/ ~~I Aloout Drivewoy ~
^A/\ ~ x x/.X. 'XX ^ X~
Face ofJ 1/2/1 """-
Curio
'Nearing
Surfoce
3' TRANSITION AT DRIVES
1
IIIV.
NOTES:
1. There sholl Ioe 0 1/2" seol joint
Ioetween
bock of curb onol drivewoy,
2. Concrete in curbs sholl be 3000 psi,
with
fiber Mesh reinforcing,
CITY or CLEARWATER. FLORIDA
PUBUC WORKS ADWINISTRATION
ENGINEERING
4/1/02
DA1E
~~IY
atEQCED 8Y
w....s.
DE,!IlMD IY
L,M.H.
DAlE
C!/9t
INDEll NO.
tOI
tore
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN 'MilCH HAS
BEEN FASTENED TO THE POSTS
~ q
!:
!: ?
?L~
ft
a I
~;:
-,0
t ~
I
HANDICAPPED
R... Not.
R.o.
m.
TYPICAL CURB CROSS
SECTIONS
Ilt:lKRP1lON
8 -
7 -
6
5
4-
3 -
2 -
1
~
,."
'"
~
Illf)
.....
lI)
.....
<:::l
~
LARRY DEAN PAINTING
9a.fk E>>;9Ih.u~
400 DOUGLAS AVENUE, SUITE C
DUNEDIN, FLORIDA 34698
PH, (727) 785,8844 FAX (727) 736-2953
DATE:
PROJECT No,
TITLE:
5/27/03
03016
SHEET
2 OF
2
P:\03016\MASTER
DET AILS
~
Code Quantity Butanlcal Name Common Name Specification
QV 3 Quercus vlrglnlana Live Oak I 21 ht. X 51 spr, 211 ca I.
POM 52 Podocarpus spp. P odocarpus 3 gal., 2411 ht. X 24" spr.
374.39' RE 2 Rhapls excelsa Lady Palm 7 gal., 3(;'1 ht. x 24" spr.
TJV 12 T rachelospermum Jasmlnoldes Var, Confederate Jasmine I gal., (;" ht. x j 211 spr.
RI Rhaphlolepls indIca ,
50 Indian Hawthorn 3 gal., I G" ht. x I G" spr.
SP 3 Sabal palmetto Cabbage Palm 8' C.t.
-
~
,.....----.....
U
'-----'"
VISibility T nangle
Clear view between 30" ht.
and 81 ht. must be maintained
o
o
o
n
t\
I -
FIR 5/8"
PLS#1982
149,55'
7
I I ndlan Hawthorn
T 3 gal., I (;" ht, x
ILlve Oak
I 121 ht. X 51 spr.,
026"
1(;" spr,
2 II ca I.
22 1 Podocarpus
T 3 gal., 241 ht. X 24" spr.
r 1
ONE METAL BUILDING
#925
LOT 7
b
II ndlan Hawthorn
13 gal., 1(;" ht. x 1(;" spr.
POWER POLE
I ILlve Oak
I I 21 ht. X 51 spr., 2" cal.
=
GENERAL LANDSCAPE NOTES
ICabbaC1e Palms
181 c,t,
, . All plant materials shall be FlOrida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan,
3. All palms and trees shall have straight trunks with no tWists, knotting or other defective characteristics,
4. Mulch shall be 100% fine Bark, installed to a minimum thickness of 2",
5, Sod shall be 95% weed free St. Augustine "Floratam", Installed with tight JOInts,
b. All dimenSions shall be field checked by the Landscape Contractor pJ'lor to construction With any
discrepancies 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 speclflcatlons, they will be rejected by the Landscape Architect With speCified materials and installation
camed out by the Landscape Contractor at no additional cost,
8, No substitutions of materials or changes to the draWings or speCifications shall be made.
9, All reqUired permits are to be prOVided by the installing contractor unless speCifically stated otherWise In
the speCIfications,
10. Contractor Identification signs shall not be allowed on the proJect.
I I, Contractor shall be responSible for all Items as shown or descrbed on thiS plan and speCifications,
12, All proposed landscape and sod areas containing turf or weeds shall be treated With "Round-up" per
manufacturer's speCifications,
I 3. Landscape Contractor shall prOVide all necessary site preparation reqUIred to ready the site for planting as
speCified.
I 4, The landscape Contractor shall warranty and guarantee all matenals and labor for a period of 90 days for
shrubs and groundcover, palms and trees, Warranty and guarantee cenod shall begin upon date of completion,
, 5, All repairs and/or replacements shall be made by the Landscape Contractor Within 10 working days upon
notification of any defiCienCies by the owner or their representative.
I b, All questions regardln0 the Landscape Plans and SpeCifications shall be directed to the Landscape
Architect at (727) 787-28AO,
LAKEVIEW A'JENUE
S 89'11'10" :: - 820.32'
BEARING RE =-ERENCE LINE
70'R/
DEED
I Indian Hawthorn
I 3 gal., I G" ht, x
1(;'1 spr,
5
/
lw
89011'10"
601,50'(M)
-
s
E
-
~
lC)~
~ ~ yEXISTING CONCRETE TO BE REMOVELJ
~ ~
C\J
2' VALLEY CURB \ ~ ~ /;
\ 7 '/ / /
V \:"" ~~ ~
,J~ ~~ 12 IVar. Conf. Jasmine
" ~~ / 13 gal., 24' ht. x 24" spr.
~ \.~~~ ./
Ii A A
nn.. '='" T r-jrf ~~)Q.J
~t\ SOD S 89'06"10 .c ...rt.,JO"" 17T' .~ "
) ~~/8" ~~ "'~!~. .' ~rA~;:: PLATTED LOT LINE
.. ,'... ,.. :l9:S:i'~ ') ~~~~. lKl~~1------
:l?: ~. )" . . . . .. .. . . .. .. ' . I' -<t 4.2..2 /
DB- t'
/
~t == / '~ g
~~ 7 n .~ ~
~ n -I\J- :. U .~ ~
.-... ~ ~ "~ ~ .... .->-' IILllv2~ fOtakx 5' 2""'1
~ == ~ ... 1 . spr., c"" .
'v ~ l) == t; I~ [AQ}r 6' WOOD..- ---------/ /
b: ~.---'\ 0 ) I~ ~}lJl~ ~E~..cE-------
D:D <~ yrv~~ I"{~
X ~?> ~ ~~~ 'ikl~ IJI1.BD
X >y ~ [ ~
X";s ~ O~[~~ 1~>/L54NOUT
Y.', ~ ~ ~~
i .~; . ~--'; tr / < /~N>,
~ :x y8" PVC 59 LF
~ D: 'I PLA ~TIN(: AREA g ~ A
. ~~y ~J~)
..J~ tJ:l ~,
~ ~~ BLO(~k ~~
b-L ",D)
(X n 4' HIG PVC FENCE 2d ~ !/LEANOUT
vD ARQ NO ROLL OUT 45' B ~)
:>L stl'I/V 'ASTE CONTAINER ........~ ~ $( 0
... D ~ ~ NE STORY
1/ .. , t1 1/ ~~ WOODFRAME
~r' ~:~"":''':''':..~.'' i.;":17 7 ~ #939
ftJ~,J-..., , ,.... ':..( ,\.:J )),
~ D (i~ . " ) 50D~ ~ CONCRETE MES WITH
_~ <t.1f/,:. ~ BOP=. ,~/JJVr,., . -:' ~~ II RIP RAP INV=40.8
~o ~ r)'<. ----f~t?~ / WEIR 4 :'. ,::5,..'.......x..'..,' ... I}
~ 1- v>..~,.~::- ~,. /.l.~,., '1/
~ Lo:"> ,.,~<.: ~'- ~~I ..~~:~~~""'?'"::'-::,.''''' ... __
.. ......... " I '".". :-'. . '. . .
,..., ...<:<'.:." ,,' .,.,,:;,~ . ' I
Fe M ~. ::.." -:-.;,: .~ ~: .:...- ":" >~~.."...:.. ~ ~ .;. : ~'~., ,,-::. ". ... '.~ ~',!I.~. ~. rJ . "'-:9.: . . . 20
,.'.. ','" .,,~~ ... :.,..A:f",.> '~...: -:' _:,,'': '";''' '..,.:'.; "~:. ". .,~-i, .::4'A'~'. . , ' _' ~ Indian Hcl\rvthorn
4' CONCRDP~EWALK ... .,-, '~~R:~~;~~~;T;~~ET~/LWOOD ::':~:Y Triangle 3 gal., I Goo ht. x I G" spr
SHEET 2 FOR DETAILS Clear view between 30" ht.
SOD and 8' ht. must be maintained
ADA i"ACTILE SEE SHEET 2 ,
\
SC
TBM
LEV.
POWER POLE
46.79'
FERTI LIZA TION
5' SIDEWALK
Shrubs and Trees
All trees and shrubs shall be fertilized With "Agnform" 20- I 5-5 plantl1g tablets at time of planting and pnor to
installation of plant pit backfil! , Tablets shall be placed uniformly around the root ball at a depth that IS between
the middle and bottom of the root ball.
-@
FIR 1/2"
PLS#2937
Application Rate:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
Trees:
, . 2 I gram tablet
2 .. 2 I gram tablets
3 . 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each 1/2" caliper of trunk
I Podocarpu5
13 13al., 241 ht, X 2411 spr.
Groundcover Areas
All groundcover areas shall receive fertilization With "Ozmocote" time relea5e fertilizer per manufacturer's
speCifications.
2/3 Tree dnpl,ne
ONE STOi~Y
WOODFR.t>,ME
#939
EXI5tlng t'ee to
remain
o
19 "
48" Hel<::;.-,t
I x4 pt ral15
2x4 pt p05t
I Indian Hawthorn
I 3 gal., I b" ht, x I :>" spr.
12
24" Depth
EXI5tlng grade
2
I Lady Falms
13(;" ht. x 24" spr,
o TREE PROTECTION DETAIL
LOT
4
LOT
3
EX15t1ng native
soil
Set ~:ee plumb,
wlt;h top of
rootball I 1/2"
above flnl5h
grade
Rubber hose
# I 2 gauge
W'lr/!>-1u:ch
3" Tree wel
flnl5" grad
I 2" length r:;d
pla5tlc flag
tape
42.50
2>>4 ~t 5t.ak(~
Root ball
Natlv,,,; 5011
backf, I
2
I CabbaC1e Palms
18' c,t,
o TREE PLANTING DETAIL
5et 5hrub
plumb, With top
of rootball I"
. above finish
~ grade
2" Mulch
Finish GC3de
Root bal
Native 5011
backfill
STORM INLET
RIM - 40.21
INV. NOT ACCESSABLE
~
n r6 rr.\111l~.J : i ',';
\J -.,. 111'1 \\
~ ",,,,,<~ \ ~ \ .
~\ , f1rr,! {' . .i', i 1;\
" " ".' ," \ ./ I
U __ .,t '-, \, N
L, 1\I'iN\l,\~~&09EC~~~~:~;\}I'~ \,
rLJ ell, r l.~t\f' ,
lAKEVIEW
-
= I
~RIVE(P) DEMP
SEY STREET(FIElD)
= 2' VALLEY CURB
o SHRUB PLANTING DETAIL
Plant Materials Schedule
E
o 5'
10'
20'
ROOT PRUNE. ARE.A _~HowN ON SITE. PLAN
SEE CIVIL DRAWINGS FOR ADDITIONAL NOTES REGARDING PAVEMENT.
Scale
I II
I 0'-011
~ ~ ~ ~
r\ -DOo'
&...I _ l"'! -:
0'0-=
c:
o
';i
0-
.;:
lJ
lA
<lI
o C
.~
L.
fo-
<lI
~
v;
c:
o
'Vi _ N M
'~
ex:
o
<lI _,
(ijO
U -
VI JI
bO
~~
u:'V
o
M
N
>..
l:O
'0
<lIU
~o
'Vi
<lI
o
~_ ~ c
g.~ e ~
u -0 ... 'E-
,.,o;OL,
~ 1;- u 1: 1:.
.... b.E ~ ii
:I: friii-citl
~ ~~ ~ ~
~ Q.I U ClJ '-
0.. ~ a ~.g
o ,_ .( Q. Q.
U ~ C:,1; ~
-a.!9 Cl.I 0
",,13..o-5
:c 0 () 'i
f- c:
M
<liS
....N
~ ,
0..0
o
I
..0
bO
c:
.-
+-'
c:
--
t\S
c..
c:
~ ""C td
td -c
OJ 0 ~
cr. 0
0 -
~ u..
Q) ..
,- ~
~ > Q)
Q) ....,
.:::to td
td ~
s.... ...J
td
~ LO Q)
M -
--J C1' u
.+oJ
Q) c:
Q.Q)
~ E
u Q. ~
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CQja...
~ >
...J Q)
o
COPLEY DESIGN ASSOClA TES, INC
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
40'
(
[
JOB NO, 23041
SHEET
L - I
)
]
-
~
~
U
'---..-/
o
o
o
n
r.:'\
~
FIR 5/8"
PLS#1982
ONE METAL BUILDING
#925
POWER POLE
I
r
149.55'
LOT
374.39'
=
026"
7
LAKEVIEW A '/ENUE 70'R/W DEED
S 89'11'10" [ - 820,32'
BEARING REITRENCE LINE
lJ.J
ADA TACTILE SEE SHEET 2 \
~
l{)~
~~
~ ~
CJ t'.J
CJ ~
~
2' VALLEY CURB
\
\
Y EXISTING CONCRETE TO BE REMOVED
/I
/ /
O'OH .110
rll~'~~ I'OQ
ISEST ~ TBM IN POWER POLE
____________ JLEV. = 46.79'
~L:i DI()Q
- _ >/",,5f5r~ :::)'1 ~~ ~ 16
~ S 89.06 7::J l:. J.,.. ~'"' I ;;SST '\'( .'
~!'--. J~ . ~~:.~... ,\,--.., ,," ~~. E .1",
) ~5/8" ~I ~ Y "~'\.\~'~\~"'~ ~'"
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SHEET 2 FOR DETAILS
5' SIDEWALK
-en ~ ..
PLA TTED LOT LINE
6' WOOD
FEN CE
ONE STO[~Y
WOODFRAME
#939
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LAKEVIEW IJRIVE(P)
ISH
3
s
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601.50'(M)
@
FIR 1/2"
PLS#2937
= 2' VALLEY CURB
DEMPSEY STREET(F/ELD)
--
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GENERAL IRRIGATION NOTES
I . Repair or Install a new automatic Irrigation system to provide I 00% coverage of all landscape areas.
2 Shrub risers snail only be used In hedges or mass plantlngs. Risers shall not extend more than 2" above the
Installed height of the plant. All risers shall be schedule 40 pipe, pa'nted black, In no case shall shrub risers be
Installed adJ<lcent to walkways, driveways or other areas where they may be damaged,
3. All heads Installed In piantlng areas along walks, drives and parking lots shall be I 2" pop.up fixed spray
heads, All heads shall be installed With the top of the spray body flush With finish grade, All groundcover areas
shall be Irrigated With 12" pop-up fixed spray heads and extensions JS reo~ulred.
4, All sodded areas shalll?e irrigated With 4" pop-up spray heads or pop-up gear driven heads unless
otherWise specified.
5. Pipe, valves and other irrigation equipment may be shown In drives, walks or buddlngs for clarity only. Install
all valves and other equipment In landscape beds for best accessltJillty and concealment,
G, Valves shall be Installed In a manifold Within a valve box of suffiCient size to service all valves Within 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. All Irrigation 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 parking areas shall be Installed on fleXible
polyethylene 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,
10, Gear driven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible.
) I, Controller shall be mounted as shown on plan
I 2, All sleeves shall be schedule 40 pipe Installed a minimum of I 4" below grade. Sleeves shall be used only
to Install lateral Irrigation lines 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 over walks, drives or any other non-Irrigated areas,
14, EqUipment shall be manufactured by. "T oro", 'IRalnblrd" or "Hunter" or as otherWise stated on the plans,
1 5. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (PSI) and
water flow, gallons per minute (GPM) as reqUired by the Irrigation system, Notify the Landscape Architect If there
IS any discrepancy,
1 G. All permits reqUired for II1stallatlon shall be prOVided by the contractor,
17, Refer to the Landscape Plans when locating all Irrigation equipment. Allow ample room near Irrigation
equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed.
18. All wires shall be Installed 111 wire sleeves,
) 9. Contractor shall be responSible for all Items on the plan and Irngatlon speCIfication,
20, Contractor shall Instruct the owner on the full operation and maintenance of the Irrigation system,
2 ). Contractor shall be responSible for all final repairs or adJusb1ents to prOVide proper coverage to all
landscape areas,
22. All questions regarding Irrigation speCifications shall be directed to the Landscape Architect at (727)
787-2840.
PIPE SIZING CHART
'-'nlsh GrJde
0-5 GPM I /2" Plfe PIFE
b' I 0 GPM 3/4" ~vc PiPE
11,15 GPM I" FVC FIPE
I G,25 GPM I 1/4" PVC FIPE
2b' 35 GPM I 1/2' Plfe PIPE::
3G.50 GPM 2" pve PIPE
50+ GPM 2 1/2" Plfe PIPE
Concrete donut
.t e.ch head
fOp-up f, 'ed spray head
POlye'l
Poly ell
8" poly flex f'1pe
F'v'C I.ter.al line pipe
-e
IRRIGATION SPRAY HEAD DETAIL
IRRIGATION LEGEND
STORM INLET
RIM = 40.21
INV. NOT ACCESSABLE
Symbol
. SF.B
.SH,B
. SQ.B
.5CST.B
OIOF
o 1 OTO
DIOH
0100
OISF
01510
015H
0150
61SE5T
61S55T
615C5T
o 1.25F
o 1.25ADJ
.1.25
~
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~
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SpeCification
Taro 5' R3dlus Full Circle Bubbler
T ora 5' R3dlus Half Circle Bubbler
T oro 5' RadiUS Ouarter Circle Bubbler
lara S' P.;JdlUS Center Strip Bubbler
Taro' 0' RadiUS Full Circle 5prayhead
Taro I 0' RadiUS Three Ouarter Circle 5pray~ead
Taro 10' RadiUS Half Circle Sprayhead
T oro 10' RadiUS Quarter Circle Sprayhead
Taro IS' R3d,us Full Circle Sprayhead
Tara I 5' Radlu5 Three OUdrter Circle Sprdynead
Taro I 5' RadiUS Half Circle Sprayhead
Taro I 5' RadiUS Quarter Circle Sprayhead
finISh Gr .:ide
Concrete donut
at each head
Pop-up 'jear dfwen
',pr.y he.d
Poly ell
pvc I.teral It"e p'pe
Taro End Strip Sprdyhead
Taro Side Strip Sprayhead
Taro Center Strip Sprayhead
Hunter Full Circle Gear Driven Head G GPM
-e
IRRIGATION GEAR DRIVEN HEAD DETAIL
Hunter Adjustable RadiUS Gear Dl'lven Head 3 GPM
Hunter AdJ.!Full RadiUS Gear Driven Head. Alternate
Gate Valve
~. 'n1sh Grade
.. '..............__11
Water Source. Reclaimed water field
verify so~rce location
"--'op-up fl ~ed Spr3y head
Low volume under0round dnp Irrigation
emitter flow = ,9 gph, emitter 5paClng = 12",
techline spacing = I b", depth = 4"
J 2" minimum d~ rn~,tall ~[eeve~ under all raved af-ea~
~ l..:ic.erai zone lines
! 8" minimum dePt(E [n~tall sleeves under <31l pdved areas
Ilbnl,"e p'p"'''} (scl1edule 40 P'IC)
Remote control varve wIres to be Installed un de,' m~lnllne
~ecvre to mainline at 8' IOter.."al5 ~V1th .......aterproof
t3::Je wrapped 4 times around pIpe at each location
ElectriC Remote Control Scrubber
Valve.. 2"
EXisting Controller
Cla5S : {;O F, V,c. 13teral Line (max, flow 5 feet/sec.)
MaiM Line. Sch, 40 1.5" FVe pipe
(ma>< flow 5 feet/see,)
-e IRRIGATION PIPE DEPTH DETAIL
N
E
o 5'
10'
20'
40'
Scale
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COPLEY DESIGN ASSOClA TES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
(
[
JOB NO. 23041
)
]
SHEET
IR - I