FL02-03-07 (2)
FL 02-03-07
PJ'S AUTO WORLD
1751 GULF TO BAY
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4, \o!I;:SSAGE LE~i(R',NO SI<A:"L SE UPP(~ G~SE
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RIGHT OF 'NAY L'~E
iqON P:PE
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CO~CRETE MONUMENT
FIRE HY::JR>\~T
WATER "ETER
EXIST. L1G~T POLE
EXIST, POWER POLE
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PROPOSED PO'~R POLE
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GATE VALVE
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EX'ST S>\NIT ARY LINE
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OVERHE,AD WiRES
TYPE "]" CURBI~G
TYpE "F" C'JRBI~G
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WOOD FENCE
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EX'ST1~G TOPOGRAPHY
PROPOSED ELEVA~ONS
FLOW D'RECT10~
EXIST TREES TO RE!'<O'I!:
EXIST TREES TO RE,IAI~
PRO?OSED HEDGES
PROPOSED NEW TREES
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GULF TO BAY BLVD.
REMOVE EXISTj~~ JRIVE'NAY
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EXjSTI~G GARAGE '0 BE
UTILIZED FOR CAR DETAIL1~G
D~'_ Y ~O HECHA~ICAL REPAIRS
2n~ FLOOR OFFICE TO BE
UTILIZED FOR PJ'S AUTO 'NO'?LJ
EH"L[]YEES.
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12.349
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ACRES
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AREA TABULATIO~S (PROPOSED)
PERCE~T
A3l.6
EX'STI~G :3UILDI\jGS
ASPHALi / VUA
272 %
48,8 %
35 %
CO~CRE:E AREAS
TOTAL GR[E~ SPACE
TOTAL SITE AREA
4.975
19.8 %
25,087
0.58
100 %
TOTAL FLOOR AREA RATIO ~ .27
TOT AL INTERIOR LANDSCAPE AREA ~ 640 SQ.FT. OR 5.1:-;;
[X1STING SIGN TO BE ~CDlrIED
10 CO~PL Y wITH CeRRENT CITY
CRDINA~(E SPEClF1CAllDNS
(SEE SlGN ELEVAT!ON DRA'w'r~GS)
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EXlSlIST:NG ASPI-<ALT DRIVE,
CO,STRUCT CCNC FLARED SIDE..AL~
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D~~PS1ER ENCLOSeRE -'-0 BE
CO~S,,;"RUCTED ACCORDING TO C:TY
OF CLEAR,A-'-ER SPECS FINiSH 10
~ATCH BLI;G, ARCH:TECTeR~ ~ CCLCR,
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R ow. OF TURNER ST,
PROPERTY FOLIO #
14/29/56/85950/003Lo010
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LEGAL DESCRIPTION:
LOTS 1. 2, 6. & THE EAST 25' OF LOT 3. BLOCK "c".
SUT3URB BEAUTIFUL ST.:BDIVISION,
AS RECORDED IN PLAT BOOK ,PAGE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
DEVELOPER:
PETER GIA~FILIPPO
1370 CLEVELAND STREET
CLEARWA TER, FLORIDA 33759
(727) 461-4900
ARCHITECT:
R. F:. GREGG ARCHITECTURE
2963 GULF TO BAY BLVD. SUITE 220
CLEARWATER, FLORIDA 33759
(727) 796-8774
SURVEYOR:
GarmON KILLION
17'l7 WINFIELD ROAD NORTH
CLEARWATER, FLORIDA 33756
(727) 443-7016
PROPERTY ZONING:
"COM1>lERCIAL GENERAL (CG)"
LAND USE:
COMMERCIAL
FLOOD ZONE:
SIT~ IS LOCATED IN FLOOD ZONE "c"
FIRM PANEL #125114-0015 C - DATED 09/30/82
REQUIRED SETBACKS
FRo~";rs = 25'
SIDES = 10'
HOURS OF OPERATION
BG:JINESS HOliRS FROM 9:00 AM TO 9:00 PM.
PARKING LOT LIGHTING CURRE:-<TLY EXISTS ON SITE.
PARKING REQUIREMENTS:
:Z.5 PARKING SPACES PER 1,000 SQ.FT. OF DISPLAY AREA.
DISPLAY AREA OUTSIDE::: 2,080 SQ. FT.
DISI'L\.Y AREA INSIDE = 4,620 SQ. FT.
TOTAL DISPLAY AREA = 6,700 SQ.FT.
TOTAL SPACES REQUIRED: 6.7 x 2.5 ::: 16.75
TOTAL SPACES PROVIDED FOR P.J'S ::: 12
SP!.CES PROVIDED FOR RESIDENCE ::: 2
RE/USE COLLECTION:
HErUSE COLLECTION TO BE PROVIDED BY THE CITY OF
CLEARWATER SANITATION DEPT.
FIJ'E PROTECTION:
Fl,', PROTECTION TO BE PROVIDED BY THE CITY OF
CLEARWATER F'IRE DEPT. HYDRANT TO BE INSTALLED
IN PHOENIX AVE RIGHT OF WAY.
.DRAINAGE INFORMATION:
Sl1E CURRENTLY DRAlNS TO CONe, GUTTERS IN BOTH
PH~iENIX STREET & GULF TO BAY AND INTO AN EXJSTIl"G
CURB INLET 1:-< GULF TO BAY BLVD. EXISTING DRMNAGE
PATTER;..JS ARE TO BE MAI:\TAINED & IMPERVIOUS AREAS
SH\.LL BE DECREASED QUALIFYING THE SITE FOR AN EXEMPTION
FR'JM SWFWMD REQUIREMENTS.
UTILITY INFORMATION:
POTABLE WATER & SANITARY SEWER SERVICE
IS ClRRENTLY PROVIDED BY CITY OF CLEARWATER.
ELECTRIC SERVICE TO BE PROVIDED BY FLORIDA POWER,
ENVIROMENTAL IMPACTS:
--
NC UNDERGROUND STORAGE TANKS TO BE INSTALLED
NO HAZARDOUS MATERIALS TO BE STORED AT THIS BUSINESS
NO IMPACTS TO GROUNDWATER & SURFACE WATER TO OCCliR
LOI!1;f:! ApprvfeJ
CITY OF CLEAHWAl i3~
flt.ANNiti~ DE-pr.
;30( .-bL, \.J<1.\.~ ~
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I~DE;{ OF SHEETS
C-1 SITE PLAN
c-z LA;-';DSCAPING PLAN
C-3 DRAI%GE &: UTILITIES PLA'"
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48 HOURS -
BEFORE YOU DIG
"CALL SUNSHINE"
1-800-432-4770
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DATE: 04/19/02
SHEET
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LOCA TION MAP
DREW ST.
CLEVEL<\~D ST.
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LANDSCAPING NOTES AND SPECIFICATIONS
1. The LAf,DSCA?Ic.C CONTKACTC.'< Is responsible for
verifying project s'te cand'tions And ail quonCties
indicated on lr',e pl:;ns.
2, Plart materials used in conformance wit.h the provision
of this chopter s.'oll confor-er. to the Stondards of Florida
No. 1 or better os given in "Grades end Standards for
c.ursery Plants" Pact I.. 1953. ond Part II. State of
Florida, Deparl.mert of Agric...Lre, Tallahassee, os
amended from t'ere to tirr.e. cr eq'Jal thereto.
3. installation of c:~ IC"ldsco;Jirg sheil be in sO<.Jrd
workmansh;p-I:ke m-:;nner occ,ord:ng to accepted good
plonting pcocedJres.
4. Plants shall be sound. heetr yond vigaroJs. well
branched and densely falic:ed wren in .eaf. They sholl be
f~ee of d:sease, .....Isec..s. e;;:=;, of IJr/ce. and shall have
r,eaithy, "Nell de/e:oped root s/:ite,'Tls. Trey shall be fl-ee
f.am phys'COI dorro;e of oC'.erse cond:tior,s that would
prevent thriv:ng grc'/\ I.h.
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PROPERTY FOLIO # 14/29/56/85950/003/0010
~OTE:
. $;AKE TO r-;i"ST SRANCi-'ES
AS N~CESSA~Y FOR
FiRM SL.'PPORT
LEGAL DESCRIPTION:
LOTS 1, 2, 6, & THE EAST 25' OF LOT 3, BLOCK "C",
SUBURBAN BEAUTIF1.:L SUBDIVISION.
AS RECORDED I~ PLAT BOOK,XX, PAGE XX,
Pt.:BLIC RECORDS OF PIJ\iELLAS COUNTY, FLORIDA.
CICAR CuT ?ALM BuD AND FRONDS
PAL~ FROND BOOTS TO REMA:N I,'ACT
. WIRE ShA:"l \jOT TOUCH
OR RLB ADJACENT
TRUNKS OR 8RANCH(S
2. 01 A., TR'EA TED TIM3E R ST AKE S
C,~l"iEN F1RML Y A MIN!MUItl Of
~e" I"'TO THE SL.BCRAD€
PRIOR TO BACKFILLNO
(3) 2" , 4" NOOO CCEAT
(3) 2" X 4" NCOD aRACE
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DEVELOPER:
PETER GIA~FlLIPPO
1370 CLEVELAND STREET
CLEARWATER, FLORlDA 33759
(727) 461-4900
: '1\" e ~ 0 ~ ," ~e :
2 STRAND 3mm CALVo
'NiKE T'N1STED AND ENCASED
" RLBBER HOSE 6-9'
FRC" TOP Of STAKE
2M RE SU PPOR TS So ALL BE
USED ON MAIN STRUCT\.;RAL
BRANCH.ES
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EXISTIhO suasol'. ~ //~...<:' . .//';;
~ -7'~~. /
PREPAR'E:.:l TOP'SJI~ '.::::.. ~ ... / ~/
SP(C1F:ED PLA.'iT:i'tG MIX- ==--< ~ ~ ~
WAn::R de iAMP TO :: ,----- --I I \
R~MO<,it A:R ?OCKE.:~ = . ,= I =
j 2 X BALL DIA_ i
TYPICA!_ PALM TREE PLANTIi\G
SHRUB PLANTING DETAiL
VUL TI- TRUNK TREE STAK'I\G
.G:
GULF TO BAY BLVD.
,,)
REI-<OVE EXISTJ"G D?IVE'<,'AY
& CONC. GUTTER. REPLf<CE '';1
,~E''; CL;,B & GUT~ERSECTI[j,~S
EXISlING COI~c' SIDE'';f<LK TO ~
REMf<!.'!, ~
~,
J'
,
."
EXISTING 2' CeRB . GUTTC:i<
EXISTI'G
:~R3 INLET
L
i' r
U L
PLANT LEGEND
QTY. CO\lf,oON NAME BOTAf,!CAL NA.I,IE COMI.,IENTS
CREP[~5~LE LAGEi:(S-;RO:-.1!A f<T TIflE OF ?LANTING MIN, 4' Cf<UPER
5 (~, INDICA 0, MUL 11 TRU,W. ~INIflc;fl HEIGhT 8'
Yf<U~LLY liE X AT TIME OF PLf<'<TING flIN 4' Cf<UPER
7 VC,~ITORIA flr.~II-<Ufo1 HEIGHT 8'
~ PRINCE: SS PALfo1 DICTYJSPERflA AT T:HE OF PLANTING flIN. 8' IN HEIGHT
,,;;,;':Y/k
'~ AL 3U,~ SPACE f<LJNG R-O-''; f<S :NDICATED
z,.~
"1&;,
Sf<B~~ rL,~ SABAL AT TIflE OF ?LANT:NG 8'. 10' & 12' HGT'S
6 \
~ ~ Pf<L,~ETTO GROUPED IN CLUSTERS OF THREE
d;i
PYGMY :ATE PALM
5 X PHOENIX AT H~E OF PLANTING 3', 4' & 5' HGT'S
~~,t. ROEBELENII CLEAR TRUNK, G,OUPED IN CLUSTERS OF 3
AS INDIA "A',,'ThCRN RHAPHIOLEPIS AT TiflE OF PLA,'!TlNG MIN. HEIGHT 18'
REO C:~ INDICA SPACING AT A HAXlfllJH OF 24' D.C.
'J\,'ARF PINK'
PLUMBAGO HEIGHT
AS '<OSEA PLUMBAGO AT TI~E OF PLANTING HIN. 24'
REO. fn INDICA SPf<CING AT A HAX il-<UH OF 24' D.C.
AS OLEf<NDER NERIU~ AT TIME OF PLANTING flIN HEIGHT 36'
REG C-:J OLEANDER S?ACING AT A MAxr,~UM OF 24' D.C.
PETITE PIN.'<
CO'<FEDERATE AT TIHE OF PLANTING ,~IN. HEIGHT 12'
AS JAS,"1I.I\,/E TRACHELOS?ERMU,~
KECl "'''''''''*** UASM:NJIDES 1 GALLON, SPACI.~G AT 12' DC
"""*"'''''''
,~C.~DJ OPHIOPOGDN AT TIME OF PLANTING HIN. HEIGHT 12'
AS L:RIO?E
.~E'Cl. **",*** **',*** JAPON1CUS 1 GALLO,'"', SPACING AT 12' DC.
5. Landscaping Codroctor sholl beor final respons:bllity
for proper sl.orfcce d,-c:nar;e of ;::':;r,ted areos. Any
c:screponcy :n the Cr'::'8:n;s, obslrL..cti::n on the site, or
pr'or work done by oro',her par :y"hlch the Landscape
Contractor feels preci:.Jded es:o~:ish:,'lg proper drainage
snail be brougct to the c::en:'on of tr.e General
Contractor.
6. All bockfi:1 oroL,;r,d plant .'1ioter:ol shoil be worked
~;rm:y. tornpeo end ^,o:ered :1, under and around the
roatoell to fill ail ',::;:j9.
7, All trees ore to be sta~ed Ijnless otherwise directed
by the CONTKACTO'<. awner or owner's
representat\e. .'<efer to seo,i'; and planting deteils on
tne drawings. Exist:rg trees-cAc.DSCAPE CONTRACTO'< \0
li:-nb/prune 011 ex:st:,og trees, os shawn to remain on the
plans, as Oirected oy the CO,",~RACTOR ar Owner,
8. The LANDSCAPE CO'!~K.ACO'< is resporslb'e for all
f:.1e grading prepo'~Qt;on fer ~Icnt:ng, Landscape
contractor respor,s'!; e for 0021 fro ma:erial and w;11 verify
amount necessory 'Nren sub:n:Uirg bid, Fill will be
sjitoble. sondy gre,j'Jt'orl 't'vh'c'i is po:'"o',;s and percolates
""ell, to insJre proper 'Iv'oter ri".n eff and drainage,
Absal'Jtely no plcs:;c oIay sc:: (Tcy be used in any plant
areas. Ail plor.ting Deds srJ:! be :;;ermed c minimum of
6" unless othen'iise ro:ed.
9. All plants sha'! be gJaranteed by LANDSCAPE
CONTRACTO'< :0 be r.ea,tny po!arts ana In flourishing
condition af act',e ;,cNth for nirety (90) doys from final
inspection and occ'?r-'~Jnce, Ail trees snell be gi..Jo:'"onteed
an additional ore-ye:;r from f'r::::1 inspection and
acceptance.
EX!ST~NG
<>- . :45'
EX1ST;~:; FIRE
H" JRA~T !\J EAST R C,",';
Of PLc;~OSA AVE.
20' CLEAR SIGrlT
,TRIANGLE cryP)
.J
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X--x-x
IRRIGA TION NOTES
1, The Landscape C()rtroctor is respans:bie for 10010
coverage of all pl:Jrti~g bees, planters end sodded
areas os shoN,1.
2. Owner or Ger,eral ContrcctJr to SJ~ply electric
pOwer to tr,e irri,;;o:'C:1 conttc::er.
,..1..
':,~
. .~
1~~:~I;Co~ '''~~~<
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\ "'~'I ' .. i
/<>D<> ':::::' ",D<>_~
s. i...:"-:; ~~::-CAS" cc"",c 'i~\-oE::~ST;~Pl'i/ '1;:JLES TC;
!'..: .::~p~ 115 P~8;.':~ ~:)R A SN",C F,., 3" F~CM [\j:;:,S
;: , - 1/: ?E3'".PS C~ 'i[\; L--<,~O.",'::'I-< 'NHEE~S70P
i~- ;8 ::;,:I/;?A::;T::C' 3_'3-S.l..SE
PRE-CAST CJ\CRETE WHEELSTOP
~_.._~.__._-
----~--
., ~ ;
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9
---/"V'-_
.
~
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PKJP::RTY LINE
RIGHT Of' 'i'lAY lI~E
,R-J>J PIPE
:RC,\j ,:WD
CONCRETE MONJ~E~T
FiRE ;.,YDRA\ r
WA 'ER METER
EXIS7, LIGHT POLE
EX:ST. PCNEi< POLE
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EXISTING "'SP.~"'L T
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.' : / 77' 1',,.,.- ~ I
c . ~ / FR NT ~ 1'" .
~ 20' -I'. 24' - '- E\ ~RY . I ."",~
::21' 11<:> #",
O r,~-~ ~
~ n I! I #-1*
. EXISD,G PP I j ""'~"'* : ^,
!2! II/LIGHT In ":::''''"<:; '" a
~ I 0 ~ ;;: l' PROPOSED AUTO SHOWROOM tj~~l,~ ley
;;..~I. ~ ~I~'l ~ 6,136 SQ.FT. BLDG, HT.= 15' b I ~~.:~.~ ~t:
51 '" ~j" 'vl.:<:::.",,;:"'
.).1/, q 0 VA -I....
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- CONC Vl _ G 44'.~ " '" . . ."'* ~
I "- ~ .,,/"
, "wHEEL STCPS x I~ '" ~*il''''"" ~ "'/ ~ I
/ D.. f-- r.:J W 1j EXISTl:'-iG RESIDENTIAL UNIT ~ :,*1%.'~\. '~.
(SECOND FLOOR) 're"'",'" .8: .
0::- r1 1,868 SQ,FT. BLDG. HT.= 24'
:E,
<! '
2:l.~ 69'
.1 r-:::-J Fi? c-:-::J ~
..fL'~"" ,= '. ~ "l" .[
~ 6' CoPB I ~ EX:~1ING'ASZ~f<Lt--< '=i,_
f~~F~~1: ~ ~I EXISTlNG_;SPMf<U ;~ -~ I \~IVE\,,'AY'~:C~R SIGnT]
736 SQ. FT. ~, I _ , -L - ~ TRIA~GLE cryP)
. 'b ,"',I~ 3,.0'PLDYEE K>!1~' ;-'if qi
.tI';:?'2~~~2-_}t?\=_-_ ..-'.:~ -------~--f7t~}~;~~:~~;~f; ~~~ ~~S~~G ~4:-C~~~ ~~"~~~Eri:- ~~ y~ r~~~~\~)p
\//LlGHT
\I~STf<LL 6' ',;OIOD
PRiVf<CY FEc.CE
hf<'~DiCAP
ACCESSlBLE
IS' CLEAR SIGHT
TRiANGLE CTYP)
A'';NING CTYP)
SEPARATE ?E?~IT REOU:RED
FRO~ R-O-\,' DE?TARTflENT.
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?HO~,'E 88X
?ROPOSED ?ow::.i< PJlE
SA.'iI"ARY \JA'iHOLE
'--'
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S"'C~\i f..AA~HOLE
CA TE VAL'iE
EXIST INA iER U~E
E.XIST SAN.~A"Y L.\E
EXISi CAS l..i,~E
CVE,=\rE,AD ''/VIRES
7Y?E: "D~ Cl..?B_;\/8
7YPE "F" C~RBI~'G
CONCRETE S,JEWA,KS
W)OD ,UKE
CHAiN LINK ,ENCe:
)
EX!ST'~G '-O;;lOGRA~HY
~----'- '. ._"".....
~ANDSCA"ING IN R-O-'';. "
SEPAR.ATE PE.~~IT REClUIRED )
FROM R-O-\,' DE?~AR~~ENT.~
"'---,------
PROPJSED E~EVA TI01\5
FLC'N JIRECTl8N
EXST TREES TO i<EMO/E
e:XST TREES TO i<EI.,IAI~
/
/
EXiST. S~AIRS
,~
PR8P8SED r'EDGES
//
//
o
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a
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PRJPJSED ,EW ,?EES
/
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EXISTI~G
RESIDEJ\iCE
CONe. D~IVE'wAY
DJMPSTER ENCLJS~RE TO BE
C~NSTRUCTED ACCCRDING TO CITY
OF CLEAR'WATER SPECS FINIS.., TO
MATCH BLDG. ARCHITECTURE . C~lCR
HDR
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o
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PROPOSED 'WDOD FENCE
~AX. 36' " HE1GHT 25'
FRC,_ ?i<OPERTY LINE.
, EXISTlNG r;RE
<>- HYDRA_~T IN NOR'H
RO.'. Of TURNER ST.
AREA TABULATIO,\iS (PROPOSED)
AREA
EXISTING BUilDING
ASPriAl T / VUA
CO'!C,(ETE A.,(EAS
SO. FT.
5,874
12.349
889
AC'(E;5
D.15
028
002
prRCENT
27,2 ~
o 10
.
.
1" -
20'
20
40
. - .
48.8 %
3.5 %
SCALE:
TOTAL GREEN S?AC~
I
~
48 HOURS
BEFORE YOU DIG
"CALL SUNSJ-jINc'
1-800-432-4770
4.975
0.13
19.8 %
~
25,087
0,58
TOTAL SHE AREA
100 %
TOTAL FLOOR AREA RATIO =27
TOTAl INTERIOR LANDSCAPE AREA = 640 SO.FT. OR 5.11.
LANDSCAPING
PLAN
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METER
A,>.jClE rlRST S~M!
TeWARD ;l~E\I~OVSi.. y
.,AIO 8AU
REDUCED PRESS',JRE
BACK FLOW PRE\/(N,'SR
/ ASSEvaL Y
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STEEL P,PE
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REDUCED PRESSURE
BACK FLOW PREVENTER
TY'?:CAL INSTALI_AT!O~ SHC'NN
, 0 .
NATURAL GROUND AND ASPHALT
2.;<2- S,At<ES
/11/2'T02'
/ IN :;;ROl,.NO
POST OPTiONS
WOOD 2 172' M,N
WOCD 2' X 4"
OAK 1 1/2" X 1 1/2"
STEEL 1.33 L3S/FT. \,iiN, \ .. 6' MAX,
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"';\\<,\'''/::"'i''Y?-", ,,/I,//,is.:./~~';;;"":'
~'\::'\:::-::C:;:\-'A,,/l/-.u~;:-.; ...
"".\~,....~.;;;....:, SECl..REL'l' ~'EO QA<.ES ro 3t S,A.KED
N1iH 2-K2-, 10.5 RECI..IREO TO t.lAlN"AN
?ROPER ALlCt;l.lENT
SIL T FENCE
rJOT !NJEX lea
EROSION CONTROl
~
FROSION CONTROL MEASURES
1
3.2,1 S'it Fe,-ce:
Use siit fence or straw ba:es at all locations where sheet nO'N runoff ieaves
the site, it is not necessary to Lise these at locations....here runoff enters
the site, Siit fence is also used (or iniet protection and within dry retentio'i
ponds to f:,ter runoff prior to discharge, Do not use silt fence or hay boles
in water bod:es, Use brbidity barriers when the bOlfers must 'be piaced in
......ater bod:es.
c
i
1
~
I
32,2 Strew 3ales:
A strew bole barrier is 0 :emporory sediment barrier consisting of 0 row of
ancnored strow boles, ,he primary use and purpose of 0 strcw bale barrier
is tr,e saene as that of a silt fence, Refer to the previous section far
recommendations, Straw bales can also be used in ditcr,es as crec< dare,s,
Use F,D.O,T, index 102 for determining spacing and configuration of bales used
os check do'11s along ditches,
Sediment deposits shOuld be removed when the ;evel of depos:Uon reaches
approximateiy 1/2 t'ne r,eight of tr,e bale, The useful life of strcw bales :s
obout 3 Months,
fIlTER f A8R,C
(:N CORrGRMA.'-jCE~ITH
SEC_ 985 '~aT SPEC,
FDOT INJ[X lCE TYPE !l: SILT FENCE
NOTE: CONTRACTOR TO MAJ,\jT AJN SilT FENCE THROvGHOuT
CONSTRucn~N Of SITE, AND N AREAS Of EROSION,
Straw bales nC'ie less fUering efficiency than siit fence, but their fiew
capacity is greater,
{t
GULF TO
BAY BLVD.
REi'lDVE EXISTj,G DR:VE.AY
~ CONC GuTTER, REPLACE \;/ /
NE';/ CJRB-~ GUTTER SECTIO'<S,
EXISTI'<G CO'<C SIDE';/AI.K ~C
REMAI"l
6"
6"
W--
w
~
,
EXISTING 2' CURB ~ GUTTER
EXISTI~'Ci CURB :"iLET
" ~~~
- - ~~_5~\;~\\
I
I ^
::c,f
-- ---
135,0'
REHoVE EXISTl"G ASP"AL T ~
[XISTI"iCi C:J"iC~ETE BLOCK
EXISTING CC,CRE-E TO REHAIN
EXISTING 5' CCNO S:DeVALK TO REHAIN
135,0'
,,-
Jo?J
"
.0. . :45' -
~~b~:I~~ rlfAST RJ,I. -r--
OF PLl;~OSA AVE 1._
/ //">~r-;-, 0
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6 IN. OR 8 'N. P~PE
PRO\ll:)E THR'EAO-ED
?,V,C CLEAN-OUT
PlUC.
aEND
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PROPERTY LINE
RICHT Of "NAY liNE
:RON PiPE
:RaN ROD
CONCRnE MONUMENT
FiRE HYORAI\ T
WA TER METER
(XIST, liGhT POLE
EXIST, POwSR ?~'_E
PHONE sax
PROPOSED POWER POLE
$ANIT ARY MANHOLE
EXIST SA~
STORM MANrlaLE
CATE VALYE
EXIST WA TtR LINE
EX!ST SAN!7ARY ~JNE
EXIST GAS LINE
a""ReEADII1RES
TYPE '0' CUR31NG
TYPE "F" C\;RaING
CONCRETE SID€W.ALKS
WOOD FEN C(
CHAIN ~I~K FENce
EXISTiNC TOPOGRAPHY
PROPOSED ELEVA~IONS
fLOW clRECTION
EXIST ~REES TO REMOVE
(XIST TREES TO REMAn"~
PROPOSED HEDGES
PROPOSED NEW TREES
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PROPOSED AUTO SHOWROOM
6,138 SQ,F'T. BLDG. HT,: 15'
(FI!';ISH FLOOR ELEVATIO:-l = 68.65)
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& OFFICE ~ ,,'0 ",'\ ,,'\
, 736 SQ FT i I ,,3'
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PRIVACY FE'iCE
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3,2,3 Staked Turo:ditv 3ar'ie"
unlike silt fet1Ce, this :1Iotericl is impermecbie, thus total!y b:ocking ary
flow, its mein pl..irpose is to conta;n siits and sediments to a part:culor
location, Use s~ckes turbidity barrier in permar,entwater bodies that are
less than 0.91 m (3 feet) deep, FD.O,T, Index 103 shows the caestrcc,iae
details,
3.2.6 Storm Dra:n In:et Protection:
This is a filtering meas,.;re placed around curb and ditch bottom ;niets to
trap sedi:nent before it con enter iniet structures and the assoc:oted storm
drainage sys:ems, inlet protection can be provided by hay bales, silt feece,
concrete black ond grovel, wire mesh and gravel. F,D,O.T, Index 102
shaNS typical arrangements, inlet protection should be provided for ell
in:ets rece:ving rJnoff from disturbed are-a$.
3.2,11: Sail Tracking Device (STPD):
An STPD IS 0 bed of stones that vehicles trovel aver prior to leaving
disterbed ore as, ,he primary purpose of the STPD is to reduce the amoent
of sail tracked off the site by vehicles, ,he rough surfoce of the stac,e will
shake the soil off of the tires as the vehicle goes aver the entrance, .~
STPD should be constructed ot paints where traffic ieaves or erlers
d:sturbed creas S'..Jch as pond sites or stockpi:e o"'eO$, !t shouid be
constructed prior to the associated area being d;sturbed. An inter:rn CAJ
detail of the STPD has been sent to tr.e districts ond is inC'uded in
Appendix 3,
DRAINAGE INFORMATION:
SITE CURRE:-ITLY DRAINS TO CONC. GUTTERS IN BOTH
PHOE~IX STREET & GULF TO BAY AND INTO AN EXISTI~G
CURB INLET IN GULF TO BAY BLVD. EXISTlNG DRAINAGE
PATTERNS ARE TO BE MAINTAINED & IMPERVIOUS AREAS
SHALL BE DECREASED QUALIFYING THE SITE FOR AN EXEMPTIO:-l
"'ROM SWFWMD REQUIREMENTS"
UTILITY INFORMATION:
POTABLE WATER & SANITARY SEWER SERVICE
is CURRENTLY PROVIDED BY CITY OF CLEARWATER.
~LECTRIC SERVICE TO BE PROVIDED BY FLORIDA POWER.
(
1
DRAINAGE CALCULHIONS
E,<iSTING
EXiSTING
PEf<VIOUS AREAS =
IMPERVIO~S AREAS =
370 SQ, FT, O;? 1,4 70
24,717 SQ, FT, OR 985 70
Pf<OPOSED PER~OUS AREAS =
F;?OPOSED if,IPERVIOUS AREAS =
4,975 SQ FT, OR 19,8 70
20.112 SQ, FT, OR 8D,1 70
IMPERVIOUS AREAS TO BE REDUCED BY = 4,605 SQ. FT. OR 18,35%
EXIST SAN, H.rl
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EXISTING
RESIDE~CE
Dc.~STE; [~CLJSJRe TO 3E
CoNS-RUC-ED ACCCRrlNG TO cln
Of CLEA;.'.TSR s?eCS ,FINISHCS
TJ .ATCrl 3LDG Ai1CrlJTECTURE
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, EXISTJ,No fiRE
.0- HY::RANT iN ~CRTrl
R 0 ',I, Of TcR~ER ST
PRJPOSED I.'JOD rE'CE
36' 1N rlEIGHT 25'
fReM PROPERTY L:NE
"""''Ilf, ';.f r-.UlIi
EROSION & SEDIMENT CO:~JROLI
SILT FE!'<CES TO BE PLACED AT THE
PERL\lETER OF PROPERTY D1JRl~iG
CO:-lSTRUCTIO:-l AND TO RE>!AIN IN
PLACE THROUGHOUT CONSTRUCTION,
(
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AREA TABULATIONS (PROPOSED)
t/l
t/l
AREA
PERCENT
27.2 70
48.8 70
SQ, FT.
6,874
12,349
889
ACRES
EXISTi,NG 3UILDING
0.15
ASPHALT / VUA
CONCf<ETE AREAS
TOTAL GREEN SPACE
028
3,5 1;
'0.02
0,13
4,975
19 8 70
TOTAL SITE AREA
25,087
lOa !C
0,58
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1-800-432-4770
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TH FEAST 25 FEET
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