FLS02-01-11
FLS 02-01-11
513 Belcher Rd
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March 28, 2002
WALKER & ASSOCIATES
ARCHITECTS P A.
EDWARD H WALKER, JR
AACOO 1105
~
Mr Mark Parry
City of Clearwater
Planning and Development Services
MUnlclpal Services BUIlding
POBox 4748
Clearwater, ~8
Re Case #FI6"82 9~ 11
513 Belcher Road
Your Comments
PLAANING Be DE
CIT'" OFCVLEAELOPMENTSVCS
RWAIER
Dear Mr Parry
1 Slgnage - As discussed the owner will apply for a separate sign permIt later dunng
co nstructlo n.
2 The bUilding elevation will be colored as follows
Walls - light sand
Tnm - whIte
Roof - rust colored shingles
Windows - whIte frame
Doors - dark tan
Sincerely,
Edward H Walker, Jr
.
EHW sw
701 Enterpnse Road East, SUite 302, Safety Harbor, Florrda 34695 (727) 726-4766 Fax (727) 726-4767
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FINELLAS COUNTY, FLORIDA
NUJ co~. OF SUJ 1/4
SEC.1-2~-16
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GATE: 1112" TU6LA~ &TEEL WITI-l
PRIVACY SLATES IN GA!..V
&TEEL ME&I-l- 3" &TEEL FO&TS
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SITE DATA
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SITE AREA ----~.828 ACRES (36124 SQ.FT.
ZONING "0" OFFICE DISTRICT
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BUILDING
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BUILDING AREA ------148~ SQ. FT.
GENERAL OFFICE
OFFICE AREA - - - - - -148~ S.F.
FAVED AREA -------- 11313 SQ. FT.
FARKING FROVIDED-----21 ( 2-~.C. )
OFFICE FARKING REQUIRED-------21:> ( 2-~.C. )
SITE PLAN APPROVED
CASE # I=='c~ 0 '?:-O'.'I
CASE TYPE _ -
DRCDATE z.(C('<7'l... -
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SIGNATURE ~
DATE t(.(g .....~
PARKING BY
DISABLED
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L.EGEND
CL.F c::l-lAIN L.1Nt<. FENCE
CONe ~TE
e&lW CONCIiilETE 81DEUJAI..I(
(0) DEED MEA8U!le1ENT
Ell'" EDGE OF l"AVEMENT
(F) FIEL.D MEAeIJIlilEMENT
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FE L.0UE8T FL.OOIIt EL.EVATION
FII'" FOUND I~ I'"IPE
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Fll'ltIC FOl.ND I~ ~ WITI-! CAI'"
INV 1N'\Il!!l'ltT
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IIF lUOOOEN FENCE
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4i CENTE~INE
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NOTES:
1. 6EA~INGS SI-lOu.N I-lEFeON AFe 6ASED ON TI-IE ueST LINE OF SECTION 1-2~-16,
I-IAVING A 6EA~ING OF S tZltZl"tZll'I~" W.
2. FeFEFeNCE 6ENCI-l MARK: CITY OF CLEARWATER 6ENCI-l MARl< · DEI3.
I-lAVING AN ELEVATION OF 2ebl~ FEET.
3. ALL ELEvATIONS AFe 6ASED ON NATIONAL GEODETIC vE~TICAL DATUM OF 1~2~. MEAN
SEA LEveL - tZl~ FEET.
4. FIELD UJOFii!K COMPLETED tZl4/11/tZl1.
1;, sire LOCATED IN FEMA FLOOD ZONE x, FEFii! COMMUNITY FANEL NUM6E~ 121;tZl96
tZltZlltZl D, MAP FevlSED AUG: 1~, 1~~1.
b. TI-IIS SUFii!vEY MADE WITI-lOUT Tl-le 6ENEFIT OF AN OUNEFii!SI-lIP AND ENCUM6Fii!ANCE FeF~T,
TITLE 6INDEFii! ~ OTI-lE~ SIMfLA~ INSTRUMENTS. CAMF6eLL CONSULTANTS, INC.,
Tl-leFeFORe MAKES NO FePFeSENTATIONS OR GUARANTeES FE~TAINING TO eAseMENTS,
~IGI-lTS OF WAY, seT 6ACK LINES, FeSeRVATIONS, ,ll,GFeEMeNTS O~ OTl-leFii! SIMILAR MATTEFii!S.
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LEGAL Deec~IFTION: ·
A Flece OF LAND LOCATED IN seCTION 1, TOll.NSI-lIF 2~ SOUTI-l,
RANGE 16 EAST, FINeLLAS COUNTY, FL~IDA, DeSC~16eD AS FOLLOWS:
6EGfN AT TI-le NW COFiiNeFii! OF TI-le SW 1/4 OF SECTION 1, TOu.NSI-lIF 2~ &oUTl-I,
RANGE 16 EAST, AND RUN SOUTI-I tZl.tZll'I~" ueST AlONG Tl-le SECTION LINE,
1,36tZl.18 FeeT! TI-lENCe SOUTI-l 8l3"4I'tZl4" EAST A DISTANce OF StZl.tZl FEET TO
TI-le POINT OF 6EGINNINC#i TI-lENCe Fii!UN SOUTI-I tZltZl.tZll'l~" ueST A DISTANce OF
lse.94 FEET! Tl-leNCE RUN SOUTI-l e~.41'tZl8" eA&T A DISTANce OF 221.44 FeeT!
Tl-leNCE RUN N~TI-l tZltZl.tZlS'2~" eAST A DISTANce OF IS8.~4 FeeT! Tl-leNCe RUN
NOFUI-l e~.41'tZl4" ueST A DISTANCE OF 221.b3 FEeT TO TI-lE POINT OF 6EGINNINGI.
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FeCOFii!DeD IN O.R. 6001< b821, FAGE le~I;, RJ6LIC FeCOFii!DS OF FINeLLAS COUNTY,
FLO~IDA. NO LEGAL DEec~IFTION WAS FROvlDeD 6Y TI-le Ou.NeR.
DATE 11 / 1~ /~1
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AND F L () RIO A P () UJ E R ^ T ( 1- 813 - a 42 - cp5 ell) 1\ r~ll N I r-l U r"l 0 F L18 H R S BE F () R E
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,,~J' cy~ ~J, ()) ~~: cJ \\ : r.J \) 4 1:P' ~ L :: I A6' ~ I}~ 'l-"
0~.I./~-~}-_-2-4'~~~-~-..:~.gL-~ ~'1),t'((.) __A ~ "Y[., ':'() ASPHALfPAVEMENf ~"\~' -\"~ _._-=!~-=-~'d.-:" i I~.-----x '--.---- x ;;..----x ---
~~ €.Il 1 I , '--.'" ~./ ~ .----- - m____, - - ,tf.\2 ---AJ'.f'.r~ - --- - ----------- -', \--- -----;c..t?~ ---^t-J'-.r-] ~ I
~ R' (N0:: : : 9 ~r' t!i6')) TT, n i (')
f, " 3 EA ,~ 9'Xld'1.?J;Lt R35:" 5 SPACES C> 9' x 19' i -'f?:~~~101 -I EA l~ 9'x19' (;>~ 6'~ I ~ : ~ I ~
\1.(,. ~ 11 . I ,::~,1 ~ I ,;:~" 0;; r~ ~- : : I (1-
~1 ~.'L~\)). ~ I L~~:,_, l~ ~ Il~~,o,:} fl I i I ~ 10
( ..../ 8 2': ;~r( I ;~:-:. ~ 1 1 0'- ~ I I ,<;t
?~s.r c.(~S. 2'____ ._.. _~ :' : /~ _ ,'::~ 1 ~;:) I . I ,,\C)c))~) , ~
(~, '>~ ~ L__._::J ,c=:, _=:J C___::.J i }, c,~, J, C:'--..J C==::..J C-=--=:J '" ~ '"r~, ~ ,/, / ~,c=, ,.;-,..,.:..:J "~~~-=,=.J,, C=,-"'::~=] c=--=--,.J c:::-':-=-=,11 \ "\ r \(\b,~ : .. l
iiOP-;~s~;;~-"1J ' --- - ---- 3/4'GV--u----- --- --"- _LU..., SJ}'-'J! '~l-\,,;..(!,i-ns.~t=-. ~-'1~\: .:"----. - '-';:;: (U)~l ~
I ---25-2'-- ~lJP[).}H'2!r . ~t ,fpL\J-WER' '. . LJPLANtilir1~(~L' ~}r:irER . - ..~ {t<iJ' . I ~ i%H) ~ '
.z /,1 PH()P. 1-8 rOny CrFFICE BUILDINC; I f 90 c: ----.- _7==-~::~~_ I ~ : <
U) 7. ( 489 (' F BUILOI JG AFiEA I) (u) 11')(10' [)tj~FSrER P,\D I 10 0 FOP
() z I F- 1't\.JI("~J <)F' L'O()R (.-\) (4' c:,' I -... (Ut) S'EE StifE f ,\0 ' ~ ~ ~ ~~ ~ I 0.23' W.
cS' I' ,:)1 1 - . J FOR DE f ALS . =. II II II II i ,t~- 99.8' S. ,,'l- ~
.~" "r{,?J I nEFEF~ TO AfiCHI ffC fUHAL Df~A 'NINGS I I < , ~ trl8 {:--. -." x ~ -- )( - - . t
\-"f)() I FOn ,~CTUAL BUILDING DIMENSIONS I:' ~ ~ (~5 ; I '''--,-""., COR 6'
"f) I I f)" _y..l'f'J~ ~ 0 5LO .~ WOOD F t'JC,
o I \- I t" b (U) I ~ .- 1.f)' W.
1 ~ ~2 I NC)TE: (t)' \ f6 ,,5" I ~ ~ 02' t'J,
( t)(t, I ALL' J100F HUNOF1F SH;\LL BE OlnEC"fEO r.-> . ly -, 0 ~ I W
~ I ~. I'; ~ f \
t (H') &~/t~~sR~~1616~~~~1W~u~!~~~~/~(rW^LE -'-0 I ~ ~ 'l-~) ~~
12lF-(JD.LP:F~- pncP.6'S;\~"fARY I AT fHE HEAn AN(P ()VEH 'fHE PAVE~'1Et'rr IN u: If)
c.o. / ~5', SEWEH LA fEIVL I rHE FHON r. I I (18~( I " 1 ~,)
~y1N CJ~)'.DE O,65X
. 2 -Lf-~-PVC - C.o COI'.lEC f fO EX. S~1H I r I I u.. (,)
. seiO Ff'E, SEE DE r,\!l BELOW 122,0~ I I . 'r~ d rJ
25' ~~[' '[ [__.~~~ ' 1t, I :<tJ2.J~_: ,I [(Y) Z
.-AI'J'-./ ~ eJ ~r J _ - -AI'J'-.r ~ 0 ;".....v'II1\11V'U'J'v"NV\II'~''''\rv'v'vf' j
...;..) ( H) :: --AI'.f'.r ~ - AI'.f'..r ~ ;~ ( u ):\ ~ ~ -- AI'J'-./ L_ - - - f', 2' ( H )
~~ ~~M = =::~ !J~g~:1!:Q}fI-'--~=~-,~.~~~F ~~~_.__ __.____ ~~ _--\~~~.- - \~\F--~ 2? l,'l14'(O j-- ~~' ~~ 3'-- Cf ; / U ~'~~ ~~.) Uot.~~y i'~) ~'I- it r ~C~v!Br~6~
~QJ EXIS fI~JG ASPHAL T PAllKiNG \
" ~~) EXISTING BUILDlNG
~ ,,'\ 40/ BELCHEH HOAD
</
~Jo"rE:
S~iAnKEY riOAD ~AlJ~~T BE IMPriOVED TC) C":ITY OF C":LEAnvV ATEn
ST Af\JDAHDS . PA VE~AENT tv1lJST BE 26 FEET WIDE WIT~i 2 FOO r
COf\JC":. CUnBS Of\J EAC~i SIDE, i~/1pnOVEMENTS ~AlJST BE
CC)MPLETED BEFOnE CEnTIFIC":ATE C)F OCC":UPAf\JCY CAN BE
IS~~UED. IMPriOVEMENTS MA Y BE C':OMPLETED BY ()T/-iEfiS.
2,) INSTALL SILT SCREEN AROUN[) PERlt1ETER ()F (":ONSTRUC f1()N SITE
BEFORE STARTIN(.J ANY UJORK. SEE SHEET (~-2 FOR SILT SCREEN [JETr<\IL,
- 0 ---- 0 <) --.-
SHARKEY ROAD
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LEGAL DESCnIPTION:
A PIECE OF LAND LOCA fED IN SEe nON r, fO'NNSHIP 2!) SOU fH
HANGE 16 EAS f, PINELLAS COUNTY, FLOf~IDA DESCf~IBED AS FOLLO'NS:
SCALE J" = flOG'
BEGIN A f f..HE N'N COliNEH OF THE S'N 1/1 OF SEe nON 7, fOWNSHIP 29 SOUTH,
f~Al'JGE 16 EAST AND fiUN SOUTH 00. or 19" VIES f ALONG fHE SEC nON LINE
1.3f30JB- fEel: fHENCE SOUTH on- 41' 04'" EAST A DIS f Al'JCE OF 50.0 FEE f TO
fHE POlN f, OF I3EG1NNING: THENCE RUN SOUTH 00- or If;}" V'E~3 f A DISTANCE OF
158.!)'1 FEET: fHENCE HUN SOU fH 89- 111' 00" EAST, f\ DIS f ANCE OF 22/.44 FEET;
fHENCE HUN f'K)RfH 00. '05' 29'" EAST A DISTANCE OF 158.94 FEET; THENCE liUN
Non fH 8!;}- 41' 04'" WEST A OIS f ANCE OF 22/.63 FEET fO rHE POINT OF bEGINNING.
CON f AINING 36,164 S(), F r. (0.03 ACnE~3) tv10RE OR LESS.
PAHCEL . 0/ /29/16/00000/~330/0900 8. 'If)/ /29/10/00000/330/1000
r?J\-
(').()
,\..1'
EX, INLE f
fOP = 12 I
fHROA f = 1120
It-N. = 60.31-~ I'
EX, IS~ RCP ,
['-~--'----'-' - -------------'---..------.m'-m-J
SI fE LE(7E~O:
- - -----------,----- - ~-~._~---_._----------_._--
-------"----------.-- -----~._---~--~-----
~t'
I
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::
L~IJ;!~~~f~~:?~J~r~~R~Jf~ll~:~~J
s rOr~M Fr~E()tJENGY 25 '(H. 24. Hr~
EXIS mK3 (:::ro.JO ELEV
::
x
12 50
Pf~E
posr
NOfE:
EXISTING SI fE iNFORMA nON OBT AIt'~ED FHOM FIELD SUHVEY
COMPLE fED BY CAMPBELL CONSUL f ANTS, INC. DA fED. 04/10/01
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2.8'l
19.378
3.28
Runoff Vol (CFHNo Stora~Jo)
23.426
PROPOa:O FiNl\L ElEV,
::
Hetontion Area Stora!]o(CF)
o
:5,802
SN If ,"-.RY ~'NER tvW. U E ::
@
Water: OU,:lllty Stora!Je(CF)
o
1,662
-.---.------------------ ---.---------.-- ------_.<---
o ~l ~1_ S'l'[U~I5'r PAHKING P AHi<JNG
BLDG. (".tU]!) 3rt1) HJ!:QlJIHED
. I: .
ONE(1)/260 S~}. ~"11.
Hegular ( ~.r x IH') 28
lIandica p (12' x HJ') 2
----
'fO'llAL :30
_. -- - -- ---- - . .. .. . , -- - --
PAHKJNG
PHOVID~D
CJ
"
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rr~l
rIl
Infiltra tod VoluJno (CF)
o
10,728
12,698
~J\FACE DR.hNAGE FLOW ::
- Jo..l'l'" ~
WA fER ~yE fE.R 1.3/ ,f')
::
I
cW
CUlOula tive Discharue(CF)
19.-318
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2J3:~
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Maximum 'Nator Lovol
n/o
72.43
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, 0 hPP
UP
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9 5C~LE r # W
~ C~--.~-c;!r--~~-- -. 2'f C~NE
if S:,CCK '''K::-.-.t:~=-=-=~~,.J ' elL
s'~~~0"~i= f~'=::~;';==~ ---~: "':'-~.....__
::~ rrp:~:~E~ }::~PS SP,\CE )'l.Cl' _ -~J -~-------- ~I-
I I
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RiM=1L95
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122'
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fi 4= C ~.'. '. 7 u ) 0-
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oN>-- i ',,0 ;=-------v>>;=-{)J.,O; ~""""""_'" i l..~t....<".-l,,;~I~.;t~~
I 2' I . . ......},.f,...-"" t.,J,""M.....'.""'" I 1
I~ f'fPIC^L P~.?XJK'., SPACE 11,0' "-'-:>'E- IS' LN~OSCAPE ...-~
I I BlJffER
IH~ S fEEL POWER POLE _______
HICH VOL f AGE UI'JES _.._-~
tlJ
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D.H,WL '.J 1),'; NC,VD
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II
I
r----'---.------ ....-~--.---...----------------- _"_n. -- .... -- . u ,
Pf~(),JE(~T'S (~()EFFI(~IE~J T
[~il.f~.S_SIJ~~~~~C~_~~~~T~~~i~f r.i~,~l(.~~)
OF r~UN()FF (~()~APU r I-\TI()l'J (U)($U)
....
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r.O.8, ~-',3, 0
r.O,8. 0 "03.0
55
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-----...--"------------------------------ --------- -------
ASPHAL r PAVEMENT 0.95
_~ _______~____~ __ ~n.___._ __ __ __ __ _. _ _______
BUILDING 0.95
------- _._---------------_._--~-- -- -------------- -- -
CONCRE fE 0,95
--~------_. ..--.--------------------------- -- ---- .------. - .
Gf~ASS & LANDSCAPING 0,20
-~--------_._. --------------~.--~-~-----._- --.----- '"-- >-..
RE fENTIOt'-J AREA 1 .00
----- ----- ----
[~~__..i~I~~_~-____.___.__ __._,_____ __-_-----.u. - - .._]
[_~~_Exl~~n~IG.(C):-.~~~T~4_~-O,27 (0,20 USED FOR DESIGN)
----- - --- -
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o
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6,521
o
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ro r AL VOL .. '3.:302 CF
10,096
I, It 8 9
- - -- -
1 ,.375
1.3,l27
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9,591
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1 ,.306
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UNPLATfED
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IlJA fER QUALI T Y.J 118 NC,VD
- -~-~--- ~---_._-~ ------------ -----.---- ----------------
'.u.a. VOL. :% U.42 CF 11.501 CF REO.>
E XIS f1~JG SAN I r Af<Y M A~JHOL E 5' CONe Sj'N
f<IM E_LEV, =_ l1( 95 JI\V\V\y\V.\~~t~--'-:-~-:-:--~~.~\\I\WWf
I~JV. ELEV, -- S9.0 . I 'III --,TTr-...=~TTrr==Jill' ,
''';~, .T"r'T,~,_"-~-:-.']t:'"~;;-VV';'-;::.~\~, ,-' . ',' i. I! i ! I; I, I I II II
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, /, '... " Iii ! i I ii' i I i I I Iii Iii I
0:::_ 'n.______ ..____.__..._ .....'t'~:).
H. .,..,.. ~ LOCA IE ALL EX. U Till TIES
J BEFORE INS fALLING 6" TEE
i") INTO EX SAN MANHOLE
'. TO LUMINA TE ANY CONFUC TS _ ~/ ~r ]
. a,' ~ .. 6" PLUG
I' ~ r'-- 6~ 01. PiPE L r ..
INS f ALL 6~ OJ M,,J -' ..t-.; . \. ~ NS r ALL 10 L.~ 6' PV(.
fEE W /COMPff:SSION SC4Q SAN LA fERAL
.O~ r;tNG W / BRANCH
fHHU WALL OF EX, iNSfALL 12 L.f. 6~ DJ PiPE 13EfWEEt-~ CLEMJOUT~)
SANI f AI~Y MANHOLE W /0 I fO PVC ADAP fER FOH
PVC LA fEH,\L COt-JI'JEC flON
pr~op BLOC SLAB
6" CO PER OE fAil ELEV = 715
SHEE T C- 5-- I
'f~mYIYll;~~- ,J~:::lrr:J -
II i i i II I r::."
I ii' ' .J .
__,"_ ____..." m' .__ _.n." __\-
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9,!J 0 0
~~6. H34
eo r rOI'1 'J 11.0 NC,VD
:: r - TP"--.mr,.---TfT-;--~"'TTTp.mmT'--
I, .
!:: lilllll' 12,0 f-/- Ii:! iil:
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i i i : i I: II iil,: I Iii i 1'1'1 :, III
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r- EX. WALL
,~
If
t /lED:O
ANC~ IOH
(tU)
PINELL.AS COUN'l'Y H/'tY CONS'l'UUC'L'ION NOTES:
(THIS i'PPLJ~S '1'0 ALL WOH1< Wl'l'HIN PINELLAS COUN'l"{ MAIN'L1AINED [~/'tY)
a.) All proposed work rnust cornply with ~'. D.O, T. Index No, '/00.
b.) All right-ot- way installations will be in accordance with p.'actices
rete.'enced in the Stale of ~'lol'ida Utilities Accornodations Manual.
c.) All Design and Construction Blust confoI'rfl to the rIliniInUln standards
set down in Pinellas County Land Developrnent, Zoning and/o..
rela ted Ordinances and MinilnuIIl Testing li'reque HCY recluireUlents.
d.) Sign:3 and barricades to be in acco.'dance ',vith the U, S, Departrnent
ol Transportation's "Manual on Unilorrn Trattic Contl.ol Devices"
and the Florida DepartlIlent of Transportation's "Hoad.,vay and
Traffic Desi!~n Standards", Indexes 600 through 665 (latest edition).
e,) Safe pedestrian trattic is to be Hlaintained at all tiInes.
t.) COIllpaction (or pipe backfill shall cornply ',vith AASHTO T-!J9 (100%).
g.) Disturbed area within right-of-- way will be
cornpacted to 100% of rnaxiU1UlIl den~ity and sodded.
h.) No stockpiling of Inatei~ial in road way or on sidewalk; all dil.t and
debris will be .'ernoved t.roln job site daily, Hoads and sidewalk
to be swept daily as part of daily clean- up.
i.) Any portion of the ..oadway that sustains excessive construction related
Daulage in the opinion of Pinellas County High way De partrnent, shall
be repaired at contractor expense in a Hlanner specified by Pinellas
County High way Depal'tlnent.
RE'rEN-rION fJ()NO X-~jE(~-rl()N
(H)
SCALE: 1"==1' VER r,
'''== h' HORZ.
DEVEL()PEr~:
SS, Sf HAP -/
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--. - =-===----=--~-~-:. _-;.rr7t~~--:-L-.:;.--~-:-:-:-:~"
11/26/01 ADDED NO fE REGARDING ROOF RUNOFF Pij~:JiE()UE~3T
,"J ,"..-
BY DAVID KRAMER OF S,W.F.W,M,D"J.:j.{~;!"::'
GPG 01/18/02 CHANCED RE fEN nON Af~EA 8,S. F'f~()M~It F(S- 4:1
ELltv11NA fED ONE PARKING SPACE. CHANGED'
DUMPS fER SIZE. MOVED LANDSCAPE ISLAND AS
nEOUES fED BY CITY OF CLEAf1\NA fER
---~.-- -,----... ....u..... .-----.. r ,'~'
GPG 03/01/0'- CHANGED DUt\t1PS fEH LOCA nON. nEDUCED PAliK!f'K:l'
ADDED n~EE CANOPY FOR 4U'" OAK. 'NA fEH SEHVICE
FHOM B'" W.L., fiELOCATED OU fFALL S ffiUCTUnE.
ADDED FIRE HYDHr'\NT. PHOVIDED DE f AIL OF PHor. 6"
SAN SEWEf~ LATERAL CONNEC nON TO EX SAN M,H.
L. tv1. L ()KEN
TWO SEASIDE LANE
BELLEAIR FL()r~IDf\ \33756
(727) 4L1:3-1172
6' pvc sc 'to-~
1 2 tt .__' 1_
_.-:-m----11 "/:1111[1'" rJ[___
---"---"-1( ~JJjllr~r- -
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, . .,J;>T' ~.;,=r~.".;~::,'-~~J,ru:r" ~'~r-' ,:], ,
y"., . ~l. .; ;,\i;!f;;( :;: :' ~\ 1/ ,:;::' ;:i;",':; "') ?) ";,~.; :~~; r ',:~"
PVC PIPE '...... \ I
, I
---
(-=O~tS -rRUC-rl()~t
~t () - r F: (u t)
1
($)
GPG
2
INSIDE Dr~()p DETAIL
--------.-- ------- --- ---~-- ------------------
Sf\NIT Ar~'( SE\NEr~ ~,tAN~t()LE (U$)
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FJER FrJ()-r 1~lr)EX ~to. b23 Ai'10 ~t(). Gb()
F()R I-\~t'( Ai'tO I-\LL UJORK AL()~ICI
E3ELC~IER R()AD,
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SCALE r = 20' -T DATE: 10/22/01
SHEET C-] OF ;) I JOB NO 01-010
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t3 E FOR EST ART I N (t 1-\ N '( UJ 0 R K 0 N sir E . C": ALL SUN 5 I-H N EAT ( 1- 8 () () - 4 3 2 - Ll -1 -1 0 )
AN 0 F LORIO A r~OUJE RAT (1- 813 - 842- Cl S91) A I'll NII1U 11 OF 48 I-t R S E3E FOR E
STARTING AN"( UJORK, FOR UTILIT'( L()C-=:ATIONS.
2,) INSTALL SILT SCREEN AROUNrJ PEr-21l1ETER OF CONSTRUC':TI()N SITE
BEFORE STARTINet ANY llJORK. SEE SILT SC-=:REEN DETAIL BELOUJ.
-- <)---- <)
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GEOTE'X fiLE CRITERIA
GRAB TENSILE STRENGTH 10 LBS
fRAPElOIDAL TEA.R :)5 LBS / Y ,fLOV r;;
f>\ULLEN BURST 150 PSI s\--
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DEVEL OPEr~:
L, M, LOKE~J
TWO SEASIDE LANE
BELLEAIR FL()f<IDA ~3:3756
(727) L14~3-1172 "p' ,
- (~(.. ~<f~{~~( l\SS()(~L~\'rES, I~l(~.
-'------------------'------------___~_____________________________' ,'-,Y :--,;;' ~,' .~S~,.~~~l)\J'JOS.J~VE YORS (EB & U3 -2659)
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N<J. BY DA r~ ~'-',l~f('N r'r:~"cc~PTI(,,~I';4~" ,272 O~jJ~~~AS r LAKE R()AD
_M It: ..i ~."r:) ___1'.1 ." t , rAl<PON-$~ t~l;S. FLOf~IDA ,34688
-------- ---------.-_______._________..___.___.___.___________,___.._~..__. .-s \:;l:
--------- ---- -------------------------,-------------------- PH. (727r}~:3Jt~),;,?')' FAX (727) 934-099L1
GPG 11/26/0 I ~~~I~D K ~~~~ f11 ~:~~~~;~~E L L, PE f1 RE OUE SIB y -"----.--"~ij~'~;P""-"------.-------- ....-- --
-------,- ------ ---------.--.------------- - --.--- -- --------.-------.-.---- iJE ~;I OL1' l' I () tl ,~
2 ePG 03/0//02 HEMOVED fREE BARRICADE DETAIL. ADDEO NO fE FOR <...l
fYPICAl n~EE BARRICADE, ADDED 48. OAi< CANOPY
'rI~EE I~E~~if() '/l\L P Ll\~l
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'- 12" S fAGILllED
SUBGr~ADE L8f~ 40
CCNCRETE SPILL\/AY OET/"L , CROSS SECTICN
PRE~C;\ST CC.'lCRETE
\JIIEEL STOP OET AIL
~ - - ~ ~_.--~- -.--------- ---.- ---_.-~-_.- - -_._--~
TYPICAL STRAlC~lrr CURB DETAIL
)000 PS.I. REk~FCRCED (ONeRE fE
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SEF~VI(~E COf\Jf\JE(~-rIOf\J DE-rAIL
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TO FINISHED CI~ADE
FINISHED CHACE ----~
- __'u'" -- .-..- -- .. ~n.r r' ~~. [:':"r'
Appro~ed Bockflow
Pre~entlon Device ~
"'Voter Meter Connecti()(l /----' ~--- --- ---- --
--- -.--- ---------- ____U\ Ford Hetjulotor Adaptor
~~~,de ~~~e)FrO/l_ [ /- M . _.- . . ...
-- ~.. ...~~ '- tlllK-~!m U'-j111j~;/~.== itjt~l>
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-- -- BOX SH;\L L r~ES T ON
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ON VAL VE or~ PIPE
AND SHALL GE
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OPERA liNG NU T
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---
v
fYPICAL SINGLE DEV1CE .3/1" ond 1" MODELS
6" BEDDING r~OCK
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GJ\ TE 'I J.\L 'IE ()r~ PLlJ (] 'I AL 'IE J\~JO E3()X
C1T'Y Of CLEARWATER, FLORIDA (U)
PIJ81IC NORKS ,A.o~AINISH~AlI0N
.f.NGIN[JRiNG
If '.~ 'f
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C'J.oro(o W200
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t 1 PU8LIC,',(JRKS ^C~.IINjSll~AnCt~ U
I , , Et~CjNE EPJNG
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1. 8011 Volve ./ Ii :'1
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ONLY APpr~OVED
.--- Fire H ydr(Jn t Assembly
( fyp.)
Kennedy Guordion No. K- 81 A
Muller Centurion No. A-42.3
U.S. Pipe Metropoliton
I Distonce Vories
.__________'_.___.____' ___,____ _____u.
/ Valve 80.
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onnec Inq Ieee W In eqro y
cost Mech, ,Joint Glond on
one End-D,1. Hototoble Mech. -
.Join t Glond on Other End.
NO rES:
1. All Fire Hydron ts to hove 5 1/4" V(jlve Seot.
2. See Index II 107 for ,Jock & Bore Detoils.
t
. j-
~I CI TY OF elf AHWA TER, FLORIDA (U)
j PUf3L1C W01~KS ADMlNIS IRA liON
L HI l r'~:~~~E;:~~I~,\tH. I(J'~~:;! 1
t,HUILt,,-t SEfllNG ,_J,;JI'r'-;:'l"
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, .', ~J; "
CHANGED OU fFALL ~3TRUC fUf~E fHROAT 'NID rH fO 125'
ADDED DOUBLE HANDICAP S r ALL DETAIL,
-~--~-------~_._~~------ -~ ,
;\DDED CI fY OF CLEAH'N A fER DE fAILS FOR 'N A fER
~i1A!N SERVICE CONNEC nON. 3/4" WA fEH ~AE fEll HYDHAN r
fEMP. BLOvVOFF., DELETED HANDICAP DE f r\lL.
NO IE S:
1. WA IEr~ MAINS TO BE ON NOR IH or EAST SIDE OF r~.o. W.. APPHOX. ,1 F r. 8ACK OF cur~13
UNLESS 0 Tl-1ErH,'SE AU nH)r~llED BY CI IY ENCINEEI~.
2, SEr~VlCE CONNEC nONS TO BE 2 F r. Ff~OM SlOE LO r LINE ON EI n~ER SIDE OF LO r (SEE
SHEE r NO. .3). lliEs[ SERVICES fO BE CONSIS IEN r ','t'I HilN lliE SUBDIV1SICN. DRIVEWAYS
S.MLL NO r BE BUlL f OVEr~ ME IERS.
.J. ,.\LL LINES SHi\LL BE CHLCHlNA lED (lnd PI<Essur~E IES fED (rES f For~ ONE HOUR 0 150 p, S.t.)
UNDEr~ HiE DH<EC nON OF niE U nu llES OEPAIHMEN r. ,\F IEr~ SUCCESSFUL CCMPlE nON OF H~E
IES nNG I.md CHLORINA nON. HiE PRESSURE SHALL r~H4AIN ON niE S'tS IEM A r ALL lH.4ES.
i. IEN F r. SEPM~A nON r~EQUIHED BE r,\fEN P,--\Hr~LLEL \VA lEr~ ,.!( S,\NIf ARY SE'M:r~ LINES.
5. SADDLE IS REQUlr~ED FOR ALL SEr~V1CE CONNEC nONS TO l" PYC MAINS, S;\ODLE IS
REQt)II~ED FOR 2" SEr~V1CE CONNEC nONS TO 6" IJnd LAHGER pve ~.4;\INS. l;\~~C..f:S T SEr~YlCE
CONNEC nON ro A 4" M,\IN IS 1 1/2" IJnd L\r~CES r TO ANY M;\IN IS 2".
6. M1N1WJM DISTANCE BE r.\fEN SERV1CE TAPS TO BE NOT LESS THAN 36 ...
n"er:Jded Corporotion Stop r Curb Stop
MUELLEH H15008 _ / MUELLER H14.350 '.vith Lock '.fling Gnd
or opproyed equol \ =.. , ~ Compression inlet or opproyed equol
(rop ot ~5D An')le) ~. . . l~ .lj.t~ ~J
Saddle If r~equlred ' \
See Note 5 ________ ;"
-....... ~ f > \Voter Service Tubinq
J / . ~t - Dri'3copipe 5100 or Endot/YGrdley
S jJ ; II I '~bt '( ( ,',,: \,,'/.. Blue ,Jet. SOR 9, .3108 Polyethylene
r:Jdr e S 1() lG'te IJOU e 1\ \
stainless steel strops ~\.I~
.vith epoxy cooted .-------- '..... -",_
ductile iron body, ""'-
.3/4" Dio. OPEN HOLES
b2-'114 %::-~~"LG s"
__ -~ 2.
'f'... ----- ->-
------ <<;) -------
,t ______-- ___ -
, 2 ______---------/ 1 "
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"', l' t l' 'MDE ALONG SHARXE Y ROAD
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CC-JA.?AC fED SL<)R,\CE SOD OIS fur~BED AHEA
fO lflt r -it30 COMP ,\C TED fO 100%
MAXIMUM DENSI TY
4" fHICK CONCRE TE (,3000psi) SIDE'NALK 80 fH SIDES,
ALONG H/W. 6" nilCK !} Dr~IYEWAYS 'M fH
6x6-1 0/10 'NWM. PHOVlDE fOOLED ,JOIN fS
o DIS f ANCE [OUAL fa WALKS WID rH,
CCNCRETE SIDE\J;.\LK ~(-SECTION
- ------~ ~-,~~_._-~-----------~-_._._---~-----~
NTS
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OEVEL ()PEr~:
L, tv1. LOKEN
TW() SEASIDE LANE
BELLEAH<, FL()RIDA :3\3756
(727) 44\3-1172
NO. BY [OME: r=
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----~~.----_.-----~---- --~------~-~-- --- ~-
I ePG 01/18/02
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---
2 ePG 03/01/02
(.. )
I('~
\ ~ B,"LES Of S rRAV
.. SHEET FLOV \/f- S fAKED DO'../N
; : ~, r'"
:'.1 0:0 !li!J !JIll 0,'.1 01
I 1 1
SJ-K:,LE ROV OF B,~LES
OF SfRAV fa BE PLACED
ARetiND OIJ fF;\LL STRUCTURE,
fl--~~!~~~~Y
\liRE flE,.-----~\n. n r(-~~' Yr~'}~~~i~E
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