HomeMy WebLinkAboutBuilding Plansc^ ,._ --�- ...�..^* >e•- ---- er .� ...� _£°_.- ---- >.�_£0- RIM=17,10 ""� ^'
N. INV.=70-94
11 ^^§ Y S. INV.-10. xrcw
r^, 'i t^ -0%9 DITCH y^ E.INV.=12. r, �.__ IM•..,ea6 ,§. DITCH ° Ilt/r.,YA =:?W112A
_ D{rCH --0= 1/ %it', 12,25 �. ' .•,+. _�ppy.+SYi - fi - .�. . INV. .,,rrv�tc.s, ##t{- p--�- -._ _-_-•_ �� ,�„ •wr,nn.�„x� r ,°,,, �.,:.„...�,,,,,. +;a
WA
tT.1 1§ Tq' �- •' a..- ^ __ �.— ..—_. TP✓C tWTEft W • N • N N,-"'^+..
_£_ • N-� .. • • ° M ° M ° • ° 'x ° •- e ° e ° S_"` 1z—�_ a—X • fi V t! %sP�e9 E%µ a__ q
/ \ • ■ °---°•--g••- 6 p exr6.a - ;�$— 9 y4 6x.re, w--•p-.--w w w w `°ronn`6rofivanww-<`�T�,.-,,,,�.w
DOU84E CH CK I C - UXiSTING 24' PAVEMENT
`� LL
`+/1°R� ��"�' m cfi:ia+-1e�1 DETECTO ASSEfv1BILY.'^ `� STOP SIGN& 1t, i$II 4 C 9 C o
.ENTERPRISE ROAD II I ,.tatc - nw.,iTe A STOP SIGN$
1"METER " � d °� STOP BAR MIA ^,� � STOP BAR p I m
,rt our.r,�a aasF
•+ cwmv-, ,u ^� 'z f PROCESS
nTER
iwL,' _vcrwcU
01rcR
ou-oM
_
1,. 6%IF1 R �&0 ,�^1' -0^4 EY`B"P/G 69 w � IIIM'..I6. _ ¢lpeZ't��t�'.-, .... -=�. 8 ' ^` a r^a
- c 80P20802C
-iWl ""'""7 - p � 1- ' POLYTUBE IHJ.-u.es 208.0'P 208.07C 42z3 .
208.0'P 208.02'C 208.0'P 208.02 1 �'° "��y ," METER a SF,�,4NICOE I F 13'E 15� ,g� 4g�
\ /J 1e ,1 x 4^ G §j�OTABLE WATEFS ,,B- _ " TRANSFORMER FC °.5s I 1-- _ - _ - - - _ _ FC 2226yT 4 °.SCE oo N�
»' / ,IpN,tAE, �
\ EO
OpgE,,p,38NS ^ -'- (, ""' '^••.. y x V+gl x I @ g INV. EL. 16.17 5A'S 16.
172, � g} I R 201.9 I ^ I
PROPOSED 8' WIDE LL COVERED ENTRANCE=LF
CON RETE WALK I I 1g> ,g'• I I X
I 1 1!2" I ( EXIST BLDG - ^(r I EXISI I ,.� 50 LF 1S. RCP
q 157111F. aMM I 4 B' ROOF DRAIN W! i DSi 2 U/5 INV. 14,3 I I '
SELVic. t7 A EXISTING 9 C2I ro CONNECT PVC ROOF CLEANOUTS @75'SPC. D/S INV. 15.9 I I
m x DRAIN TO E-INLET 0SB x
4 1 g CONTROL sT UCTURE F F =18.80
^g SEE DETAIL TRIGHT n>?� No I � .i-'°ILL�} I I� EXISTING BUILDING N I I f
M1 1 I Sb4tbiRa" wr ;� I I 16,120 S.F. �,+ 1#1 OVIMHKAD MW R
ti I jI I � 1 ^r �ExIsnNG "^7p I C�LR75M'f T,Sl F.F -18.30x
® # COVERED ENTRANCE COVERED ETRANCEDRAINFIEun iI I II I
xINORTH X10 CBS
GENERATOR BLDG.
I�/
201.0'
® I I __}_�,1} (TYPICAL '{60 4'S R E.MeM--RF,t vmQ•3 c�zae,d '�css msAv 212.6
Q SERVI
1jo' SOUTH D I gg i
,' 3 PROC 9 �' ,_: .p� .1 D32 I I 54 .q,i i I' 20' D' 20' 40'
) WATER MAI \ g 6" G SAN. SEWER 4" SEWER
20' WIDE C ETENTI6N AREA
S RVICE @ 1% SERVICE 1 ,
C7
,. EME ILIZED ACCESS I i POND BOA�0 M' E4. 14.0 \ � � W g4 r 1 g cel1.7 I I O � � I I � 1 � ^ ,g 6 1� x �
^'� I STABILIZED PER SUB- TOP 4F BANK ELL. U. 1-1/2•POLYTUBE ^ 1 "�' J` !+ I ! i i I GRAPHIC SCALE
I GRADE SPECIflCATKMI ^gg 1 ^'g ^gR N I WATER MAIN * D97^I-°-`= ¢ w I 1
® ® ae I I $" P FIRE MAIN =u r� o Tj
^' 1 BY IRE SPRINKLERp"'� ['`� /'� j� r"1DESIGNER/CONTRACTOR9le ^rn t—AIiIJE�.. it 'jJ?"(j(g 8"GATE II� ,�..I j +g 1 ��� �g fl +RA i I iC
C� ^g9 INV, 13.95 y [] lINV.p14.04 VALVE I g! 6' FI E DS5 ^g Pg ? I , -'- -°` , >
m I -_ I i I�AIi (�`EL. LJ gall fl ^g. ^ MAIN 18 8"RCP '.A q1 / ag 142 LF 15'R('1 ,0' 'x
Ir-r•Tr ! ('"� I ' 1 g9 'v 0 EXISTING
�"'� z 5 w' FIRE HYDRANT/�
e ° POa� ^g$ 1g1 , °g�i ItFsa caimslcv a mis�1011 '�-3� ia�)� ' III i I £X44TCINGFENCE
t ® VALVE W iI PARC��L G I I xl
— -�- r- _ UQNs -- _ I r I W I LOT37 I xl
' 114' NORTH _.. �.�1«...» I VN10Wel" I I
a' -0a' i Asa PAFC:EL C TOTAL AREA
4•PVC t 1 I 6rs 3'NIGN pp (R`y L( 9.23 ACRES -0ar I I x� oa° e9
1 , SEWE FENC CDS WALL I V T 3 C7 ��' I ! ,e1` ,,a -0A9 •>
LOCiM01140 MAP.
SCALE: N.T.S.
IN
SERVICE t �+ r°
SIAMESE I I +s EXISTING <'PS I I I ''ra m SITE DATA
t I CONNECTION w�' GY w SHALLOW MANHOLE ,I1 ' I I } I,i m LOT 38
I LOT 34 n g 5 a§ RIM ELEV. 18.62t / / I I xtH Total Site Area 402,084 s.f./9.23 acres
-1M1"POLVIUBE 69 ` 104,$50 S.fJ2.41 acres
SERVICE / . N Total Building Ar+gal I w I r/,' I I I A Land Use Industrial
LIFT PUMP � ti! ,� � I I
l.0 25'SERVICE 0 a' \.--,..,.r.—....--........,,-,..—_.....--__ Wig, / % i I
� � � Zoning Industrial Light IL
Q DOOR SERVICE i I Pioperky Control Numbers 24-28-502-0041-000/0I ,,
Nolror+e a 4pzr ® / i x t7
'ae Q Q °ro , t 4�>,a/ \ I DS4 ,A _ / r I Is} l.� '�a^ �4 24-28-502-0044-000/1
s N 11 _._ .w_ w -__
i
Street Address
� �.._.�._m� � ,. r� �, f:w..M J 4 ss 3206 Enterprise Road
XMV� wM•.x Ywrw. xn.F•Ilr' w..r° xii�Y _ "}L.m '�' f :., ° `;r �.. '.. :: ,' I ix:wl :r � _ , !;nrk`,.
'.. �,... r'6,:. r:rfi
�i' �Y,Ru 3F V' `S F
,
v - �.'
�rrF,
-
`,
r I
:
]�y�� 1.•. x Yn
:.. 5Y. .:.,..rYn .. ....., r ... -r. ..... e._:.. .. r. ... .. .,...?, ., ,.. ,' rb � a�`• i�:. i yp .^. '1Y
:.: _.. ..: .. ..... ..: .T.'�` .:. ;.. ... - .. :..,. J.�y�g�.!A S+,..�4 +.vM'arN.•fWM W,"X" �i'�b�.t±Mfj .. Y?�'
r
py,. .
';.2ttOS ° t4 IT
45R. o kins
20'WIDE yrA�p
EMERGENCYACCESS F.F.E. -0�pa _ T _ _ ^-Nd +ha M «. 16
STABILIZED PER SUB. p I ...,• .:. `.::. NOV 2006
'i GRADE SPECIFICATION I 1 t IW S#STIN£;' _ ,_ _ _ ._ ._ ......r.. �.�,. .,r,. �.. — •�•.... ,». i f
r 1 0
C
TCAr ARE, N_�
I-- '------ --- --- ,-0
ERX 4wht"(M�O&P 6F'Wi„{/er
3N
R6E%ISTl pjf{FRONT 1 gt,co x
�t
Tto�, ie ate' ,1 • IoG.4TI.M181,' � I +^° � � i RNK
6rur;s�
20.00
i' S01°26'0WE 1P
F0.51PIUI) III ve
20' SOUTH D °aa's.4.ese 3' PROCESS t j EXISTING ROO DRAIN COLLECTION LINE '
ii It v
i
WATER MAIN
SING
I ,� , _ k k:,.. ST LUCi£Ct)tJNTYFIttEDIS R C':
t I I 3i15S.F.REVIEWEDFORCOMPLIANC:
PROPOSED RESIN SILOS E.F." 19a34 f "' St1B9ECTT0FIELD INSPECTt3 S
r f 1 a tF~•xISTING _ CON - °'� n ` e 'U,s r.tr, * g9t05'k �xe:; G#r,. '$i'�F�' * , :.:1
0 14'X40 COMPOUND SLOS I �^sxscoNr+PAD r , h 3, - 1
n t " TT(RANSFORMERPAO 1 .J"�.. {4 T ', }•t f "i .�' SEEATTACFIED I Ij3H6 T
t o
(STING'G"INLET ELECTRICAL; , •;p'1.,, ;,. ', �.. JN. p1, .'` �: -:�:,� ,.:: ,r>.T �1. x:.. RE�r------
,§ t EXXi RESIN SILOS
.. , #k : dRluitJBpthlt61C1N as re rd #
EX STING 14 40 FRA1E EL. 189 ^ M ,.. k ENCLosuRE
I 1 I GI ! j 1
l g ' r YY r ,r,r .. $,; a rf ¢, %4>iutl ltlt 3 i ft. t
I COMPOU SILO INMI.'IrTO- 1s.D1 rar" "10 „0 1`` _ { t ,� ,.r ,, . �,, ,�, � „hence run North parallel with the East Ilne of said lot 34 130 iLl� the Prnnt efi '
t1#l€t. thence East11
tzttlt$TING £i run 7 R. to the Point of Beginning.
BE CORNER LOT 34 STIN •C' 1 �,. �•�. .."•Xn. - }}.. h m iVZOv
N W 4L _ f9-
" W ( `..19.9V y ORATE EL. 19:9 -- 18.93 '/ 'A cy, - «,,: y. I
— +a mmww 60.4' ✓' k„� , Y \ .: -.. 'h �• _ .,, _ i, : <: , i }x"'A �k'u?' J 4 J f
1saD .n, �
+ Begin in
INV. 1'7.8 J ,l/ _. '..
rw c •�'•� , : fib'i ::
3M.iLW""" .. :..,.» M�IS4'i. CONC W�1t�_
FC Ob8r1AW E I
es.F.» .w. �+x :'' :,, :` L, ,. [At SUBDIVISION, as recorded #n Plat Book P
L J.L _,..... — �. _....•,.._ _.., .r,...,. rh. w.rr — _ �_ -.•. : / :.. r , ; , � . *`' ., v... , , � „ �� � - , :. - 9 k 9. age 5, St. Lucia CDuniy, Florida as follows;
- ...._ - ..oar..._ ..._ .�. -,. «.. �...�...: «.. «..' ». ,,. ,,._:.,....T. �..... #fi
... ,; :;.. w' r1, ' :';<! it � r .:.; �a� lot 341�Th#ah Is 150. feet
�+�.. >: ,..;�:; � .' : � :-, .. ti e North of the Southeast comer of said Lot 34; thence Westerlyfor 120.0 feet
' N01 °28'089N 160.00 C 9 X t'. ',. `•. J. ' .
-0a ..,...... -� 2>G•»"„711fN,7_, <.,. y : ZPUMP NADS o d$ : i.b. ,i. .°'1' Y€ ?# M , N.r,,-• x d}"'*;, ., s 4.. -,.
7'G BXaCNCP'
Ot#1n boundary Ilna of Lot 34> said 160.0 ft. being measured aloe a line
a -^ .aA:°� P ENCLOSC,IE 9 9 Parallel to the Eastam
rr.F .66.°.�„u....X'- noes 3 CONC WALK e sFsa ... , ' ..e. s. _, .t�'iIi2f O et Ai
WATER CHILLER �"- .... ,: �<x - ' , . „ „- � 3 .�,.:- �. ^ � � , � .:,- _. , Along a line parallel to the Eastern bounds line of Lot '
<. #_ �' > ... ,: ;...,;��. � p .'' k• , � boundary 34, thence Westerly for 237.0 ft. to a
SLAB
, rEXISTING/ � .•:r<�•e,. ..a. ' r,,.... �PS .:`t :SvwffPGunda'' line , r : ;: - :: M ;, •• } ., ',<.< ' , .,. n _ rY ne of tot 34 an a t#na parallel to East IrnB of said Lot '
t ON CONC. SLA �°.,.. r �3 , , . r E�= � . � .,�'- , , r � . ,,,. . , Lr _� . boundary o 34, thence Northers on a line
V .. 1 r. k. -: � i, '_. � ..: 1 1 ,��1' : V �i�'A °¢�1* si,� �;1�, t ..: F .> ".r' -� .. -,. '.. ..., ia+Y
RAJ SPUR t + _ • a . ,.�1, .)ry, a .. .' , fsrdutanceafi11t1:tlft.toa an y
207.12'P,207,OTC �? -0y9 ' .»^ [� ;: S RIAL L2 § �
.... • , , , . , �, y, � . �tb ^ `r` a " ' , Point; to theme Westerly an a line parallel to the South boundary line of
�„ 46 °i'
_ -:1 ,. '..I• , , . �rtce SbuUleriy Stang a line parallel with the East boon n
.:.;, . dart' line of Lots 34 and 35 for a distance of 110.0
INDUSTRIAL LIGHT...
G .." 1� ,.....- -- — � ,: •,....r......��«-•- � ,.:,ti",�:".F.r >r•r 4, .,,,+ :. � , '� � ra 1 /' i �. , s.r�v �c . 'f � � �.�� � pQtnt an the West boundary line of Lot 34 which is 130.0 ft. from the Southwest ,,.,' r= - x+ st t:. �'' .;,,, k est comer of lot 34;
4` �,p•? .... .... .r.•... r+•++w ... ..:. ,,,,- ..- : .a' „.. y. ti6 .`. ',r+1;d;�.tV,. ':9'b x .„,.
.: .r+ w 4 {i' .,••...� .ram. ... �.. ." .w.°+rl... «.
s ....... .. � .,... ^ _.. r... �.. .. ^ .; s =4x . f �f.. ;;- J xt : +-LWts 3fi� and 35 a distance of 286. ft. ry
. ... , �' (� „. ., .,.„e - . F.,- , a,„ . � + , ,. , . ° � �'§�, + �,,;; 0 to the Northwest tamer of lot 35; thence Eastern Sion the
........,..-.......r,« _ f�i yry 1�1'LcI \ r,....1;M;�1vr x.,^. :8: f nH,,T. {}rf!.;'voY I, r1z Aa'.x ,,gy�•�yy¢+�+ Y s
-.. ...-• _.. �...r- .r. ..r.....• -.. ..-..., .�... .... tN� 7�4w% :3.F � :,v :s.. a 'xh,. k.,+, �",$:,j'+'.r ✓•x rt3%,.. .'t"�', ��4 '�1W1'il']�i+:t'lS1 it. �ti tiSP. 3 �.,,., �R��H L , .� ;1 � , >9>�. �. ..: r » ,.1 ,c .� k . �, ,, ?�� Northeast comer of Lot 35; thence Southerly along
�• y 9 the Eastern boundary of Lots 35 and
y�
it ..- �..._ ._------'�--�� 's� - � _ �. :... _;' ,.. :+<.. ... �.ww .�,,:;,' - r`'' r..y�r`�r� ��; .t'�•„,%r l'3Y r � / ay^ +rk:•,�`;i, 13'a �itSltttt' C .mare Or IaS3.
_....-�� ..-.-.-,....-S, Mn6w'. '.�I�fb'r 4?e: t`r.`.t"h+±i; t�'3,i'•:. i�` L"
-4,P, �eI��■ i ! �1 1," 5
/ ilwlMl wlMlf MIIMN wJlMll• MMllr 1fYMIM /I '* t. -.L. F� 5r },r "'i fi ">'" d•a .l r, r��>,x•; ,� i m
�1 mom IlNo w 1 iwlll� : J / /' f //° / "," ii}"„,"-I t; k w � ``1 ?' r 1 i•4':' ±. fr.r. :,, ,y . n
SC :`:: � f y�Y .... �.. ,, ... . „ 6C1t a� p4r plat thereof on 11#a in t�ifat Book 0 Page 5 public R ,:„.,:: f .,J / >rI' v F//./ .. • ;,. ram■"//,!`/5.. ��.'.II., ,J : .. :,.:#'- >; s: �. a,,�•:+'` ^�✓T. 1. ;exm..p �': ...;n r •a >i. .. . g rP C Records Of St. LUCIa County, Florida.
f' •'` ! .r .- f / f/�'llllli 'All•" / t e•ti: ":.,y "1( t "H.7' .flM'„v� :T: W'i,' ^K uFx ." ,5. d''"p �j ^;;x N� 4:v -
k 4
� ✓ � .� � J/// � .r, r .,„7 -, x� li,r`�> '�4sr'�`K"i'1.. ,,' }'��:��y'S: - r `:{,.a,Lpp'P✓�' -,m / .�.,
n
..:
.L/�/ .rif w��r.. �� �.Fw4j/nww�'iG/..lrw rrf€rf /r/w.✓/ wr.w" r.:wG/ rwrr {/ � -''. s /// , . a „. .. ,. �r,.,,; :. j' ,„�.,..l.;i4aE .± mil, . .' _ y,}, _. n,�. �,„n..., �.. ±. + :IS!: ,: �, .�'�- ;.. .' =:.',f,'� f ,T.�. ,riraJ. .,:'.. _ r� ��'r , } ,.,,,�_,. .. 114428FTosh# 35Soufh Ran e40Eas
t and recorded In Plat Book 9, Page
a 5, Public Records
I/"wa..r..xr. «++i+e rrwr ww.►� .++r.r r.+w.w .rFiw-..IeWw .iw.ww +�w'wlw ' � �.u... vw.f t _..., _ -.. ..r.. 4r`"r. ,: .g a ,)i,.,{y ,.5�3 �.h�, ems'_, :.^_ t Nr�t �'4" '.35 ..r . 4�s�' f�,. �2:, �' st _
_ tS.tt+
`V 48.V
,
.'
`•, , : r : ` ' -
NORTH
_ >: + �. nS�,},'r'. _ xLf ��y�r. '.icy FY•"°xrr,`.,��4:;h»,g �,,,' r`. t�Y. - .+,1:;:}.•�sU '�i:�Y•.
!
PROr "OSEFt 14k44 e I ISTI I ?9S41P ,w.,' �,.• • 9 n ^ ,.t ';.; ,,r
P O5Et714'k4U -•„-� >I � ;r �"
0.5' i RESIN $t1 Q
ESIN SILO f7t t SIN SILO ON t
. . RIB k ..
_
® F . n �� ;-. _ ,: ;5, •N n.'i�� ,::,. i!b�'i. r `; <'' � '' '4.•,, �"m i 'r:( i.H.� i t ADID
15x18 r ON.1' J'r � A �+ ,. fi: „f.' l 'd
t x r w k , ear. I ,, ,O�.I ,vr±��7 :.:...,: �,r 3 : �'� .�ryf, ar,ar' fi pe ,:.
, I CONCRETE t�AB? . � , �..
. F r tF�:. :: - a pp �: ,,,,.. ,:, ,.. ,,. :Ar : ,ram.^». r1E�. -;.� ...>. ,.at 1 Le:,,za.'4'h �:', ,1. ,.- 4,;'
5 0 ,. � �.a ,Z. Y 'A. �' 3.,�� 9 ., �,4 s�' „r y�y .� , �_ >ri Y1...i :
F - i � `7` a.': J , ,r, $L. •,, •.,v wr �+a.t :. ,_tg^ _. :. <,�?,�1. Y, .... n ,'•",.,cy.
•» ... 1 .. 9r, 4 yrj L. d�.�� :, {. y.A",. r„_ m>, < s. Y d r,�- u s �,, ..M. r
r+ r L . Ln 4-a. _.. a'i''.,i's$1}' ntr'an'Tr'�r'r u?�j/l ■�� 4 t� x / ...�.r.:,._
.__X—X—,�,,X...—rr.X-�_...........+.•-GRAPHIC
_ SCALE '
�N�q .+FIX'+^{ y,T Y�W � :w Wr`• w"M}w"` "" IST...t.•N..G...: t
,. - ;rr: -��, �1<,. , F'M4.!''Yi.. M' •:...-r: . '::.119,,pp;:,.< r` .� ._ .... '.:.':.:. 'e.'fsai,.>.... ..1), v.-.,.x y. i P 34/taG,'�J}.,..`.'.3x,.rT,:.x ...xY.1•,,,. ikr",,*l7+W+Y.H,.Y.' ,.F., .'s.4y....., . sr,.w zP✓�,+. .�", r; '� x T.
,
+#r. b, "_u �'A i•r yd
T,xx'�s"'��v'ii"'��,•..�., i'.,.,-�wJg, ,a 1�Nmr 3:�trom`..1,P. , .- ".r.fv"%,+7 ,fr.r'rt . r,..si.A tks '`y Txr
4?d �a>,�Y�..' : •#;•'�. - t.
l#F.; d •',';.
'
,k1
' k1••� t
a •
� Pierce�
^X—K—; X—X
XX_ 00- OA �Cnun
•11
-'I "Y^ v'�y; s aw:,.. .., €;:ah :? a -' r. ,;?n.. ''t p• ; 1s:.'.. '- ':,�..< "r:y''` '' $ I r,+. w-. .ws irk }w :r `F't:. - s``•+d;'.f it ,� •¢r . , '. u
.� ....• '•"` .� ...- — .rr.. — .....-..: n Ciy., .... +-� d : .y. �rigvii 4 , n:tni, t t 'w. n �,-F"�. "� � r of d�', r s
.._',,,' `v`" ., z M' .a,, .r ox q,x,. "errF„� r,r +"as„ ..a+. 'F r i.'• r a. Florida
tyy
y q
y}a. .:v,:, . x x .. .•,, irvyL; "'�' x.'"e''.. irxs ^r Y m,`�. �': �ya..+>dx x /<r(�xNk,yifrt„�r�;.. ... A
r �. K r - `, < . - IiU�. 3 0 2006
�dM.71XA,.gI•u9x pn.nn mmMw•„nPn�wN,4,..w.w,W , s:4Y+YAwb�hwrxw��,,.p: , , n „ o :wuwew,m von x°xa va, „
Q
a
11
0/ ' i''• hy„ yy
TOP P
/� y M1: 38'Gp-
C�p A� DITIiH:'. M1' IIN.=tU—JIM/vt2A M1s' ;= } ti
IRv..nc C *ti — D GH —^w- 4� .i— —DITCH p — Icd.;, '— y 7-7-7-7
— _ may— — �,'� �� —� i7
INJ. 1
_ __ ___ _ / INV=t2B 1 1 ` 0
-- q. n� TOP � : • 1 � • • • • • • • C • 0 • 0 � � �$ "!
// \ \ �— G •. • G • G • 9 C •� C • C • C • G • C G • — — �"-�� C 0 + CWODRN£TO RENNW
6, 1O 1 Al � '�' h
./ ---� n
— — .— — _ � — — — — i — — _ — — s -- — — i — — — DOUBLE CH t NA +4EXISTING 24' PAVEMENT ,� WII + `� STOP SIGN 8
LL �.A p�
Cpyp� //�� V(R/IRIA P _�I DETECT acm�aY a ti°" T
mll ^ ENTERP�IR�SE IR®/i®arc m cg raP=1ea,. :�+ STOP SIGNB A .,p STOP BAR '110
qa
h O, _W .6 P31$ ," METER STOP BAR �^ °
csroP"Isn3 1�' �� ^pP Z _ /PROCESS -DITCH
—
1W 12.41 : +— — — — - — — — — s N — — — — — 286— +° — xWLA / OB°OB�5�19�R62-1Ee — — ExIsN"fL "`-may° 0 \ G ,�. " ° °"
N , +9
/�� h W _ 286', NORTH _ _ — _ _ — - — _ h — zse
\ X" ®' 130' NORTH D P _ _ _ `)�'7r - T _ nnc 7. 206.0 P 208.02C c 1_ .0 P
208.0'P 208.02 a I 1• METER F N 4223
CB:TOPvI6.T3 � q�... -A 21 4&b '° +^0
�, 1 12• POLVTUBE o F �' ,0. ,q. KaD W
' \ � ^ 208 '
\ / 206:OP 206.02'C 5 i + m 41POTABLE WATER 6+ a 9 SF VICE i
FD P LS
FC 22.Z5 1^ .02'E OA4
Ial p o � + TRANSFORMER ,tD- I FC 0.53 ; I— — — — — — — — — . -��;
FD 3X35H0.LCM \Rr � E,9Sr. 1. w ,�. 54515 M
/ IV
0.01E•0.35N5 \ q x "�2- ' 6 I INV. EL. 1517 ,g.
�I A 201.0'
e "� �, I ,q" PROPOSED 6'WIDE A I x
me CONCRETE WALK LL COVERED ENTRANCE I qp NRq I
i 1\12• I EXIST. BLDG O O I EXISTING 250 LF I >e 50 LF 15" RCP I I I I
y e P x ' 1571 S.F. a z DSt >� u/s INV. 14.3
'^ I 8" ROOF DRAIN W/
g I11 I SE VIC p EXISTING mh l m CONNECT PVC ROOF CLEANOUTS (� 75 SPC. L I D/S INV. 15.9
N q I }e x. F.F: 18.80 a W DRAIN TO E-INLET DS6
CONTROL me �7n m 1 $ I I
11 I� SEE DETAIL TFilQifl I 95, �13 I -9 s... son s o i o EXISTING BUILDING ;, I I XL.]
4M1 I ! 1 I �� E C" - --L J I itN 16,120 S.F. I o% I r°M1 OVERHEAD R I I }
r— N I ! I EXISTING >@ Dss I F.F.=18.30 I �
�pqC ,n I x 16 ; I x f
Z I 1 t ICOVERED ENTRANCE
try �X +^'X—X—X DRAINFIELD s ' 9 COVERED ENTRANCE A I I
0XiGCBS
_T7 rn I `: { { ST LL/ GENERAT
I , 1 GENERATOR BLDG. / 201. - y^
_ _ _ _ _ 2125
TING FEgCE � 1
•_ I I\,g1 ^1'f (TYPICAL ♦1 4"S R
_ _=------- --- I
C ,�ERVIC DWG I A. I I x
Q 110, SOUTH D� i ,3s 3•PROCESS 1 m° g� I 5 �yl�glq � � 20' 0' 20' 40'
0 { WATER MAI x D
I 0 �
Frio•�-•II 29 WIDE i6ETEN16N AREA /
Fri V EMERGENCY ACCESS I PONDBGTOMEL.14.0 \\ C ,�1 s -. I ) '�$'�_ lz I I I GRAPHIC SCALE
STABILIZED PER SUB- TOP OF4K EL. 18.5 1-12• POLYTUBE y�1,p$/ l 3� 9 O x
�� B i 7 Q I 1 ! UlJ� =I q� I I~
Z GRADE SPECIFICATION 4 I 6 q • I WATER MAIN * DS7 LL i �� o! of m� o� U J �q' LdQo �:o�m .o o m1o� e e m J fie' I I w
® °° y p p (^� J� I I 8" j�IP FIRE MAIN Q0[F I s s o e c m�---r---''BY FIRE SPRINKLER`{{{o m oTc51 m m1 I I I p I e°
by FIIARCEL:--1'1t jI ,31 DE$IGNE ONTRACTB ; �B+A.¢p g ry �,0 ��.�� iI ^&q1 1� ! i J o o/I +°° f I I I +
® b4 I }i GATE m I
zd ,q9 ` INV. 13.95 g l q p f'� INV.p,4.04 VALVE q' b,l 1gy^ 6 F E D� ,B� 1 8" CP 19� q1 Z/ Aq 142.LF 15'RCPMAI ,�q6 { {b9 I'
1 " ® I C7 q PARCEL O q �3 { W EXISTING A. �' DS3 J 14. 3 19
I—T z I �`�' e. /// ` FIRE HY T io�-
r� I ' -- 9 -----ti LOT4351 �l,s9L_illl
i lx— 1 1 j , 0 �1I�� 1 — m1 La `�o°EXISTING FENCE
BARGEED,,x(TYPICAL
POB-A.. E 1 7" i immca m o m o 0 m 1&
VALVE I
4- -y- r--coNc.w'ALT-- ----; I L,J I LOT 37 I I x
h I10' NO RTH DI �L -- — >9g LL I Xo $ I .F awe
TOTAL AREA f
°b
PAR7�EjL3E 9.23 ACRES
BOARD
P I
+ I SEWER I { FENCE CD8 WALL EO 9 e.?�ff +A I g1a ,gkw :I°9 I I I A
J SERVICE m m
{ N p
Q I $IAMESE Z W ` �S� { . { t I'N N LOT 3C3
LJL.. CONNECTION 3 QI'v m
QT 34 r� _ ' 1 2 POLYTUBE I .^9p HT Egg � � � I W
Q n SERVICE - ^ 4 /qv I I
Z Z I w �'W \ LtFrPun y' ii / ...0/ I I "
W 25' SERVICE ®. — - — — — - - — — —
I ^
v s DOOR '/ `- 152.31' •. N. W11w1w E 140.2T I
Z z . 4
g ,N w°pjf �[ m 0 s�' I
IN w 5 + 01=12"POD B---------
f I
,x, COFt «SERVICE a
m -- "' E PAD E E E
A 4 1 I
EXISTING 370 LF 0. ^ � � � "� .�� �� '" o- w-•...��,-E. „_^ _ _ _ Jam,. .. ^� I
I . i61hY `do-"F"ndlri r .:. - •-. �_ .. .r r'. I I :,i
12• ROOF DRAIN EXISTING. ........r - • --:- " ,"•.'�. PN- . IS NG — CR — ' ^�' ;
W/CLEANOUTS _. TRANSFORMER PAD EXISnNGCONCRETE -
75'MAX. SPACING EXISTIN6 BUILDING_ I
J
'"�"/ r e1 i
T*.�.._ 51,2(S.F. r 3X4.CONC - „.. _.. h 1• 5 A ya
I �9 1� ,�0 59. . h
{ 20' WIDE I I 1. AC PAD -. wt _ —
h
EMERGENCYACCESS F.F.F20.0 _ _ . ''+ 1 s,1. 5. r r�;... `;' ,,... \ ° — — — i — — — — — — — - —4 — — S— I {
STABILIZED PER SUB- - "`'`""I'`''• ` +1 EX TINE ---
CONCRETE
STABILIZED .°YyS I
GRADE SPECIFICATION '
tt
EXISTING41 -------- ------ -----
I I _
F.F.=19.74 m I {
jI �jwsy� �.A.i ''� I 9
st' A ARFA .A� !� .,,.
I �•
I mo) �) x
w / EXIsnIA LIMESTONE
SCALE: N.T.S.
SITE DATA
Total Site Area 402,084 s.f./9.23 acres
Total Building Area 104,850 s.f./2.41 acres
Land Use Industrial
Zoning Industrial Light (IL)
Property Control Numbers 24-28-502-0041-000/0
24-28-502-0044-000/1
Street Address 3206 Enterprise Road
U) U)
THESE PLANS AND ALL PROPOSED
o� ,v,1 OR
w''� ARE SUBJECT TO ANY CORRECTIONS
z REQUIRED BY FIELD INSPECTORS THAT
o z MAY BE NECESSARY•IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES: ,
ii
EXISTIN� BUILDING til (� i $Tor:AG $ILD
32,333S.F. �---- — —
+
FC O.4N.QBW
20.00
IL(
20SOUTH D
Sol"2&W'Eyz
.NI)
g1
I �---24370.3TEA93
EXISTING 12• ROO�DRAIN COLLECTION LINE 20.060.1'
�
I
w TER MAIN
Igp, .n}l111
iQ I EXlsEXI. �G
Odd R. Hopfdj3s�
FEB 212007
LEGAL DESCRIPTION 64635
PARCEL A:
A parcel of land Lots 34 and 35, INDUSTRIAL SUBDIVISION, as recorded in Plat Book 9, Page 5, St. Lucie County, Florida, described as follows:
From the Southeastcorner of said Lot 34, run West 357 ft.; thence run North parallel with the East line of said Lot 34, 130 ft. to the Point of
Beginning; thence continue North, 110 ft.; thence run East 117 ft. to the Point of Beginning.
PARCEL B:
A parcel of land in Lots 34 and 35, INDUSTRIAL SUBDIVISION, as recorded in Plat Book 9, Page 5, St. Lucie County, Florida as follows;
Beginning at a point on the East boundary of Lot 34 which is 150.0 feet North of the Southeast comer of said Lot 34; thence Westerly for 120.0 feet
to a point which is 150.0 feet North of the Soythern boundary line of Lot 34, said 150.0 ft. being measured along a line parallel to the Eastern
boundary line of Lot 34; thence Southerly for 20.0 feet. Along a line parallel to the Eastern boundary line of Lot 34; thence Westerly for 237.0 ft. to a
point which is 130.0 ft. Northerly of the South boundary line of Lot 34 on a line parallel to East boundary line of said Lot 34; thence Northerly on a line
parallel to the East boundary of Lots 34 and 36 for a distance of 110.0 ft. to a point; thence Westerly on a line parallel to the South boundary line of
Lot 34 for a distance of 117.0 ft. to a point; thence Southerly along a line parallel with the East boundary line of Lots 34 and 35 for a distance of 110.0
ft. to a point; thence Westerly for 117.0 ft. to a point on the West boundary line of Lot 34 which is 130.0 ft. from the Southwest comer of Lot 34;
thence Northerly along the West boundary of Lots 34 and 35 a distance of 286.0 ft. to the Northwest comer of Lot 35; thence Easterly along the
Northern boundary of Lot 35 a distance of 579,56 ft. to the Northeast corner of Lot 35; thence Southerly along the Eastern boundary of Lots 35 and
� 34 to the Point of Beginning comprising 3.5 acres, more or less.
om mom
i PARCEL C:
/" / r' / f ; J f ( i Lot 36 of INDUSTRIAL SUBDIVISION, as per plat thereof on file in Plat Book 9, Page 5, public Records of St. Lucie County, Florida.
' % ✓ r� �'j /'� /'A ` f iA, ■ Yqj
i.+'f'✓ r/ €f ! I PARCEL D:
�r r' / s" .✓ I s r
'F� L Lot 37, INDUSTRIAL SUBDIVION, located in Section 28, Township 35 South, Range 40 East, and recorded in Plat Book 9, Page 5, Public Records
of St. Lucie County, Florida.
�.� �— .� ✓ .ram �1'Y � i % � ��.✓ - �f >
s %
3.0 3.01 CA i
N BLDG
03 ( 3,626S.F.
m"
�.o PROPOSEDIN St F.F-=19.84
$ 14'x40' COMPOPIN SI I I I-<. EXISTING 5X5 CONC PAD I i / 1gM1 G liq
11 FC 06s.16.7w
09 O �ao TRANSFORMER PAD 8, m ELECTRICAL ( 1 Y9q _ _ /yh 155
C I EXISTING'C" INLET RESIN SILOS 80�' (/ _ _
f EXISTING 14'X40' I GRATE EL. 19eB — 18.99 I ENCLOSURE I �6— -- — — — — — - — _ _ _ —. — 1 0m1=A?ss
COMPOUND SILO INV. 16:0— 16.01 100.6 r, o a'Q_ — J q I`,b6 9 FD 4X4 CM(U)
SE CORNER LOT 34 �� —� L- EXISTING ;13.32g s L ta.9•
EXISTING "C' INLET -- ."}� I - .�,_•� ..�_.. .--
GRATE EL. I" — 18.93 i! w i IF.F =19.90 11 '<///L` "�CONCR m L — '4 r", /j Gb y I .�°6` ,
INV. 14-.9 — 16.80 I 60 4' � J � l (/ (� 4 L / � . � +°M1
FC 0.851.OW-3'N.1AW ""EXIST. CONC �/ x1s.m .�C¢ _ _ — — — _/ , L �"„-""""' / ` �07 'I
L J-1 —TARS.T:7f—_—___� — —--_---- ----- — 55_1G ` +,tiQ A °m
N01'26'08"W 150.00,C A° ".-. '..a•!•w�l+r`--- 'S�— -- _ _ _YI..SY-`L __150 NORTH D .� ,..__w.. �' ,:: p F 2�Ro��^ — wsnNG SPDR TRncx —, —_ --- 2PUMP PADS $
_. ,� -
WATER CHILLER 0' sot zso6"Es76.2TC ax6coNCPA v
�- �._� rWQpo vl ENCLOSURE oo
_ .-ly.z v o 3 CONC WALK
ON CONC. SLAB +5 l EXISTING
207.12'P,2Dz0TC ��'? N RAIL SPUR _ --_--
+ ,go- LAND US: IN N--- _ _—"----
4 �ry
,p ,.Ar!� •ZONING: INDUSTRIAL LIGHT �� ______ - ------
- _ �- .--. _ - - - = _- _ — - - - - - - - - � q BRANCH LINE TO FARMERS MARKET (100 R/W )
_11111 ��
5'' 0' 55' 10,
GRAPHIC
si
0.6
in 48.6 11
---------- -- L S
MSED4x40' PROPOSED 14'x40' I EXISTING 14'x40'1 Rudd Jones, P.E. !Si
IN SILO ON I RESIN SILO
RESINSILI tI ��� ���
15'x15' 15'x15' I ON 15'x15' 1 - �•� AcQe -dates P.A.
CONCRETE PAD CONCRETE PAD I CONC. PAD I \ - '�i �^ ^ �, _ 7
0 J Consulting Engineers
w
L '"---_J 1905 South 25th Street, Suite 200
' _7EXISTING PROPERTY LINE
-X—X— Fort Pierce, FI 34947
I� -- --_------------ Phone: (772)461-6997
EX1STtNG RAILROAD SPUR �_ FLORIDA CERTIFICATE OF AUTHORIZAMON No. WD08303
FREEDOM PLASTICS SILO
ADDi7rIONS
F Aft
%Prt
Florid-waftSt. Lucif? County,
71
ITEM DS PART NUMBER OTY DESCRIPTION MAT'L GR EST WT.,
ACCESSORY ❑RIENTATI❑N CHART
1 " 88-06-7347-01 1 DECK: IODEG 3/16 X 14'-2 5/8" 0 D. A36 1199
THESE COLUMNS FOR SHOP ,USE ONLY ELEVATION 2 B 50-80-0289-00 1 DOME NECK 20 DIA 28HL
r
ELEVATION FROM BOTTOM PROJECTION SLOPE DIMENSION ARC/DECK ARC/SHELL ARC TYPICAL 3
` - DEGREE RADIUS FROM FROM EAVE TO. OF TANK STEEL FROM EAVE TO C/L OF ITEM TO REFERENCE MEASURED FROM MEASURED FROM BOTH SIDES OF B 60-12-5010-21. I DOME NECK 20" DIA 28HL
- :.. DESCRIPTION ITEM# LOCATION CENTER OF TANK X-COORDINATE Y-COORDINATE S C/L OF ITEM TO C/L OF ITEM TOP OF ITEM EDGE OF DECK C/L REFERENCE C/L REFERENCE C/L DEGREE LOCATION : 4 A 10-09-0114-12 1 DOME COVER 28HL TOGA
CENTER DOME NECK W/ COVER 2/4 0 - -- -- `- -- - -- -- -- -- P/L 5 A 60-12-5020-99 l HDWR & GSKT ASSY 20"DIA 28HL
20' MANWAY/PRV 3/54 30 54" -- -- -- -- 30 7/16' 0 44" -- -- 6
LEVEL IND, FLG. W/ CPLG 7A 60 54' -- -- 9 15/16' 1 30 7/16' 90 44' -- P/L 7 A 88-05-7844-14 2 LL FLGD NOZ W/ 1 1/4" HALF CPLG
LEVEL IND, FLG, W/ CPLG 7B -105 54" •� �^ -- �R 9 15/16" 30 7/16" 90 22, -- -- P/L 8 A 60-12-5005-70 "
1 ' L.L. OPENING W/1 1/4 HALF CPLG
LEVEL IND, OPNG W/ CPLG 8 315 - -- 22'-10' 17'-2" -- -- 270 - 65 3/4ff 9 A 60-12-1002-92 4 LIFT LUG 3/4"X 6"X- A U 33 LG ' 36 42
LIFT LUGS 9 90/270 -- -- -- -- -- -- -` 10
FILTE FLANGE 15 180 44' - -- -- 14" 40 5/8" -- -- 11 A 60-12-8007-43 12 HANDRAIL CLIP 6HL A36'
6'0,D, S UB NOZZLE 19 321.5 43 7/16' -27' 34' -- - - 41 3/16' 0 56 7/16" - __ 12
DOOR ASSY! 3'-0' X 6'-8' 28 0 -- -- -- -- - -- -- -- -- -- -- 13'
40 PIPE SUPPORT BRACKET/STUDS 33/56 300 -- -- -- SEE ELEV. -- -- -- 270 -- 43 13/16` 8"
14
28 GROUNDING LUG 34 90/270 -- -- -- - 12'- -- -- -- 15 B 88-06-7347-15 1 FILTER FLANGE 40 SQ. 3/16PL _r A36 132
4 LOGO CTT 40 0 -- -- -- 15" - -- -- - -- - 16
17
w S��OAS 18
19 0° 54 CLASS 2 WELD REQUIREMENTS o 19 - -1 - -7
3
44 SQ. OUTSIDE Q��Q C�\ON 06 2 0080 2 1 TUBE 6 120 W.T X 8 LG CS A53-GRB 5
8 321.5 20
315° 1 45° NSpNOop,G ���O�S ip ,
33 I ' S Q� C(� \NSQ p�CA �eG� 21 - ---- --- 3 RING 3/16PL X 71" X 525,235" A36 1986
300 60°O r
- -°- a - ° pA�S �o�F SSpR� F®lE 22 -------------- 3 RING TOGA X 71" X 525069 A1011/40KSI 1424
56 � , 7A >�� V�,� \F.\Q \�0� C0�
��� / EQa�pQQ C" 23 - ---- ----- 1 RING 3/16PL X 53.75" X 525235" A36 1504
\ i 3 -1 i i i � \R CMG \,\ J-
13/16' DIA HL 24
C/LCROSSOVER I w (44) 7/16"DIA HLS'r MQ��w. J
1 � A
GO 25
i� I ✓ 26
* 34 9 2706 - - — - + — - go - (Ds 34 TANKEXT.F° - _ - — + — - REFERENCE DRAWINGS 27
z BRACKET ASSY B-88-03-2707-508 1 DOOR ASSY 3'-0 X 6'-8"L,H, W/2 LOUVERS A36 241
a � 28 B 88-06-7347-8------------ 105 o ANCHOR BOLT LAYOUT B-67-00-7000-00
37 SQ. o
- 29 B 60-14-7000-2I 1 BASE ANGLE 4" X 3 1/2" X 1/2" A36 514
/ \ . I 20' MANWAY/PRV B-50-80-0548-21 30 B 60-14-3160-00 1 HOPPER 60DEG 3/16PL W/12" OUTLET A36 2333
(V
HANDRAIL ASSEMBLY B-60-14-8100-00 31 B 10-09-0654-34 1 NAMEPLATE
36 36
2256 1 135• CROSSOVER ASSY B-61-12-8050-17 32
�_� -a-
HOPPER ASSEMBLY B-60-14-3160-00 „
33 99-00-0216-09 12 STUD BOLT 1/2 DIA. X 1 1/4 LG, SS
DETAIL ITEM 34
34 A 60-12-8500-03 2 PLATE WASHER/GROUND LUG 1/4PL A36
180° SAFETY/OPERATIONAL NOTES;
3/4' (9) SPCS 4" = 36' 3/4' 1) THIS TANK IS DESIGNED FOR LOADS FROM A DRY FREE FLOWING PRODUCT OF THE 35
P AND IS NOT DESIGNED FOR BRIDGING ❑R MASS
15 INDICATED DENSITY AND FLOW ATTERN, 36 - 04-38-0057-00 F.B./ ' X 4", X 7' A
' O 3 1/4" 2 3 8 5 LG CS 36 24
3 1/4' FALLING CONDITIONS, ;
K WITHOUT WRITTEN CONSENT FROM THE 37 04 38 0159 15
TA 15 2) DO NOT 'FIELD CUT ANY OPENINGS IN TAN 1 F.B. 3/8 X 40 -X 13 3 15/16 LG CS A36 68
DETAIL ITEM O ENGINEERING DEPARTMENT OF COLUMBIAN TECTANK,
DECK PLAN 38
# 3).APPLICATION OF LOADS TO TANK FROM €pUIPMENT,.OTHER THAN NOTED ON THIS
8OO MAX. LOAD DRAWING, MUST BE APPROVED IN WRITIN€i BY COLUMBIAN TECTANK PRIOR TO 39
33 INSTALLATION. 40 -
4 10 1 LOGO CTT
+- v. 4) WIND BRACING. TO BE FURNISHED BY CUSTOMER AS REQUIRED. FOR EQUIPMENT ON TOP
OF TANK, 41
2 1 5) TANK FOUNDATIONS SHALL BE LEVEL WITHIN 1/8' IN ANY 30 FT, CIRCUMFERENCE
;.
O � 42
R MFERENCE SHALL NOT VARY MORE THAN
d N THE H LEVEL NES N ?H � I
CU
UNDER E SELLS 0 E
1/4' FROM AN ESTABLISHED PLANE 43
1� 6) CUSTOMER TO ASSURE PROPER TANK VENTILATION IS PROVIDED AND MAINTAINED -
C, - 3 44
� ' 7'.`IF ANCHOR BOLTS ARE NOT PROVIDED BY COLUMBIAN TECTANK OR IF TANK IS
N_ M A __ ._ es Fc a p
_ - v _, I SUPPORTED BY LOAD CELLS, PROPER AN&kI❑RING FOR ,,-L WIND AND SEISMIC LOADS IS _�A$07_ -- 2�- GAL E, OXY �RPdER-?,9- A1IT S ,
}i i a- ` RADIAL C/L
THE RESPONSIBILITY OF THE CUSTOMER,
q 46. - GEC0114 5 GAL. EPDXY PRIMER C.A.
iu LL 8) THIS TANK IS DESIGNED FOR SYMMETRICAL LOADING (CENTER DISCHARGE) UNLESS
M I DESIGNED FOR SIDE DISCHARGE. SOME DISCHARGE EQUIPMENT CONFIGURATIONS MAY 47
J CAUSE A NON -SYMMETRICAL DISCHARGE PATTERN WITH CERTAIN BULK SOLIDS WHICH 48
N 6" O.D. c.. . % COULD RESULT IN STRUCTURAL DAMAGE TO THE TANK. PRECAUTIONS SHOULD BE TAKEN
49 I-VTO 1726-
(6) 3/8' DIA HLS METRICAL CENTER DISCHARGE PATTERN.100 15 GAL, WHITE URETHANE ENAMEL
TO INSURE THE PRODUCT FLOWS IN A SYMEQ SPCD ON 7 D.B.C, COLUMBIAN TECTANK IS NOT RESPONSIBLE FOR DAMAGE TO THE TANK AS A RESULT OF.0 50 C0073 3' GAL, URETHANE CATALYST
A PRODUCT FLOW PATTERN OTHER THAN THE INTENDED FLOW PATTERN. I
1 1/4' HALF CPLG 9) FOR TANKS WITH HOPPERS, ALLOWANCE FOR UNRESTRICTED EXPANSION AND SHIP LOOSE ITEMS COATING
i BLIND FLG,
vi CONTRACTION OF THE HOPPER IS REQUIRED. FLEXIBLE CONNECTIONS OR OTHER 20 ANCHOR. BOLT. CLIP" HDG
c� GSKT & HDWR 51 A 60-12-7007-00
o DEVICES TO BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS.
N 52 L 60-95-0000-00 1 SHIM KIT
_w i i FIELD NOTESi 53 B 60-14-8100-00 HANDRAIL ASSY HDG
v 1) CUSTOMER MUST ALLOW 100 FT, PLUS TANK HEIGHT CLEAR SPACE FOR UNLOADING, 1 DR L S
2) TERRAIN MUST BE PHYSICALLY MANEUVERABLE, 54 B 50-80-0548-21 1 MANWAY/PRV 20' +2,0/-05
3) TOUCH-UP ALL SCRATCHES WITH PROVIDED TOUCH-UP PAINT 55 B 61-12-8050-17 1 CROSSOVER ASSY 4'-0' L.G. HDG
4) FOR TANKS SUPPORTED ON STRUCTURAL STEEL, SHIMS MAY BE REQUIRED BETWEEN THE
22-2 TANK BASE AND STRUCTURE TO ACHIEVE COMPLETE SUPPORT, SHIMS ARE TO BE 56 B 88-03-2707-50 6 BRACKET ASSY'6" TUBE CAE
19 FURNISHED AND INSTALLED BY OTHERS.
DETAIL ITEM 0 57
N DETAIL ITEM 0 TANK DATA 58
1) TANK IS DESIGNED FOR 100 PERCENT PERIMETER SUPPORT, 59
2) BLAST REQUIREMENTS INORGANIC ZINC AND TT700+ SSPC SP10 NEAR -WHITE BLAST
ALL OTHER COATINGS SSPC SP6 COMMERCIAL BLAST UNLESS NOTED 60
3)' HARDWARE: HOT DIPPED GALVANIZED 61 - EEA0072T 1 12,33 OZ. EPDXY PRIMER BASE TU
4) GASKETING: EPDM
22-3 5) ALL FILLET WELDS ARE 3/16 INCH, UNLESS NOTED. 62 - CECO114T 1 2.67 OZ EPDXY PRIMER CA TU
v g
6) UNLESS NOTED OTHERWISE, HANDRAIL CLIPS ARE LOCATED ON 45, 135, 225, & 315
DEGREE LOCATIONS. AT MAJOR CENTERLINES AND LADDER ❑PENINGS, CLIPS WILL BE 63 - V01726-100T 2 20 OZ: WHITE URETHANE ENAM. TU �.°�t/••�.,,
LOCATED 14 1/4' EACH SIDE OF CENTERLINE TO CENTER OF 9/16'DIA HOLE IN CLIP 64 - CTC0073T 2 4 OZ. URETHANE CATALY T �0 ,...ht /S
7) LIFT LUGS ARE LOCATED 21' EACH SIDE [IF CENTERLINE 65 - 99-99-9999-99 3 PAINT BRUSH =��:.
(6) 1/4' HEX NUTS 87 TAG NUMBER NOT REQ'D,
TACK WELDED ON 9) EST. WEIGHT 17000 LBS (TANK EMPTY) _U:n36673_•�_
VERTICAL C/L INTERIOR OF TANK 10) OVERALL SHIPPING LENGTH 41'-5' p 2
----------------------------------- GSKT': " ••. °i..r•' �.`
I1) SHIPPING WINDOW: 14 0 SO.
INT. TANKNA���°r•
HALF CPLG B TANK COATING �F r�/�
i S i 1) INTERIOR PRODUCT ZONE EPDXY PRIMER
CVSw \ (6) 5/16' DIA HLS
1�2" DIP EQ SPCD ON 7' D.B.C. 2) INTERIOR SKIRT EPDXY PRIMER
3) EXTERIOR EPDXY PRIMER
g (6) 1/4' X 3/4'LG
HEX HD BOLTS W/WHITE PERFORMANCE URETHANE R ti �•
Ln
N ; 28 ` DESIGN DATA
DETAIL ITEM 1) PRODUCT PVC u
I REVISED FOR RELEASE
2) PRODUCT COMPACTED BULK DENSITY 36 PCF KLW RH MS 11/29/06
Richard V.D. Field
a_-i i 3) ESTIMATED, VOLUME 4210 CU. FT, @ 25 DEG. ANGLE OF REPOSE Florida P.E. No.52451
i
• i 4) FLOW PATTERN MASS FLOW REV REVISION BY CHKD APR. DATE
T� F-
5) OFF -CENTER FILL CENTER DISCHARGE ELEVATION, DECK �. B I L. L. OF MATERIAL
//
6) GRIND REQUIREMENTS SINGLE PASS SMOOTH - -
I- 13 11 � x' 40 0 CARBON STEEL_ .WELDED TANK
7) DESIGN PRESSURE POSITIVE 14.00 POSITIVE ❑Z. PER SO. IN,
"I.D.- 8) DESIGN PRESSURE NEGATIVE 1.00 NEGATIVE OZ. PER SQ. IN, GLVl�'��itil,
PROCESS SYSTEMS INC. FREEDOM PLASTICS INC.
13 11 TANK
i v 29 Teclank PD# 617-600
� 9) MAX OPERATING PRESSURE POSITIVE 2.0 POSITIVE OZ, PER SQ. IN. :
M BY D R N DRAWING N❑
0,5 NEGATIVE OZ. PER SQ, N W DATE ORDER ❑
ELEVATION 10) MAX OPERATING PRESSURE NEGATIVE I KL il/29/200
TANK CHKD I
20 PSF E
BTM
11> DECK LIVE LOAD RH 11/29/06 06-7347
D 60 14 6734700
P A 7- 140 MPH EXP, C APPR. DATE
12) WIND LOAD PER SCE 98 MS 11/29/06
• `' T Y RECIPIENT AGREES THAT: ITS CONTENTS
_ _ /, SOS-0.084. SD1-0.054 CONFIDENTIAL./ TRADE SECRETS: B ACCEPTING POSSESSION ❑F THIS DOCUMENT; RECI IE
13) SEISMIC PER IBC 2000 SS 7.90% S1 3,40
�,
ARE CONFIDENTIAL, TRADE SECRETS OF COLUMBIAN TECTANK NO PORTION ❑F THIS DOCUMENT MAY BE
i = _ COLUMBIAN T TAN ,
GROUP 1 CLASS D R 3 V 0.02OW REPRODUCED DISTRIBUTED OR USE IN MANNER WITHOUT WRITTEN :PERMISSION FROM COLU BI EC K
N
T
IAI-no
SLAB PLAN
REFER TO SITE PLAN FOR LOCATION
PRE-MANIFAGTURERD
PRE-EN61NEERED 51LO
DE516MED BY COLUMBIAN
TEGTANK
O
N
F'RE-MANUFACTURED 51LO
DE516N OF ANG. BOLT5 d
CONN. TO FOUNDATION SLAB
BY 51LO MANFAG'fURER
GOLUMBIAN TEGTANK
SCALE V4" = I' -On
NCD
O ,>
"
aJ
�p
LJJ
C) 1
Lu
Q � >
am
0
N M V
Z
ce)CN
PRE-MANF SILO BY COLUMNAN TEGTANK
(SUBMIT 516NED d SEALED SHOP DW65)
COORDINATE LOCATION d PLACEMENT
OF ANCHOR BOLTS WITH
EQUIPMENT SUPPLIER
3"
AGI 90° HOOK
TYP ALL TOP BARS
U
m a�
GRADE z
II_JTl-Ill l»I[ z N
v —
m=LLIjil IIIr�-III Wig I -ter
EABWAY ARS®12" O.G. TEB III-11,=11I—I
DETAIL A
SCALE 3/4" = 1'-0"
f
ST. LUCIE COUNTY
STRUCTURAL NOTES
PLAN REVIEW
0743 -066
DE516N LOADS PER FBG 2004 EDITION 3 ASGE 1.
PLANS AND ALL PROPOSED WORI(
EMPTHESE
FULL FULL 1050o LBS
210,100 LBS (MAX)
BLDG: �--
ARE SUBJECT TO ANY CORRECTIONS;.
WIND LOADS PER ASGE I.........................................................I3o MPH RE61oN
DATE: n
7
REQUIRED BY FIELD INSPECT40RS THAT
BUILDING 0 516N HEIGHT
ELEC:
MAYBE NECESSARY IN ORDER TO
IMPORTANCE FACTOR 1.0
DATE:
COMPLY WITH ALL APPLICABLE CODES,".
GATAGORY It
PLUMB:
66T RESPONSE FACTOR 6 = O,b
DATE:
FORGE COEFFICIENT Gf = 0.53
MECH:
DATE:
CONSTRUCTION NOTES
I.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
2.
THE STANDARD 13UILDIN6 GODE, 2004 EDITION, 15 APPLICABLE TO TH15 PROJECT.
3.
ALL CONSTRUCTION SHALL BE 13RAGED AND SHORED AS REQUIRED BY CONTRACTOR TO SAFELY
PERFORM THE WORK.
4.
THE 51LO 15 A PRE-EN6INEERED AND PRE-MANUFAGTURED 5TORA6E PRODUCT. ANGHORA6E OF THE
51LO SHALL BE DE516NED BY THE PRODUCT MANUFACTURER TO RE515T OVERTURNIN6 FORGES
RE5ULTIN6 FROM A 130 MPH WIND SPEED AS REQUIRED BY THE ST. LUCIE COUNTY BUILDING
DEPARTMENT. SHOP DRANN65 516NED AND SEALED BY A FLORIDA RE6ISTERED STRUCTURAL ENGINEER
SHALL BE SUBMITTED FOR APPROVAL.
FOUNDATION
1.
FOUNDATIONS ARE DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARIN6 PRE59M OF 2000 P5F.
2.
GONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF 95B OF ITS MODIFIED PROCTOR ACCORDANCE WITH
A5TM 0155115 OBTAINED PRIOR TO FOOTING PLACEMENT.
3.
FOOTIN65 SHALL BE PLACED ON COMPACTED 501L FREE OF OR6ANIG DEBRIS.
NIL A 4.
REFER TO SOILS INVE516ATNE REPORT FOR ALL 51TE PREPARATION REQUIREMENTS.
CONCRETE
I.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH A-G.I. 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDIN65"
LATEST EDITION AND A-G.I. 31b BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONCRETE.
2.
CONCRETE STRENGTH SHALL BE A MINIMUM OF 3,000 P51 AT 26 DAYS, WITH 3/4" MAXIMUM A66RE61ATE.
3.
REINFORCIN6 STEEL SHALL BE IN ACCORDANCE WITH A5TM A615 6RADE 60.
TRADE 4.
THE MINIMUM CONCRETE GOVERA 7E5 SHALL BE A5 FOLLOWS:
CAST A6AIN5T EARTH 3 INS
EXP05ED TO WEATHER 1 1/2 INS
5.
PROVIDE CIO DE6REE LAP SPLICES AT ALL INTERSECTIONS.
b.
REINFORGIN6 SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLONN6 MINIMUM:
#4 241NS
#5 30IN5
#6 36INS
1.
CONCRETE SHALL 13E TESTED IN ACCORDANCE WITH A5TM 639. A MINIMUM OF (5) TEST GYLINDER5 SHALL BE TAKEN FOR
EACH POUR, WITH ADDITIONAL SETS FOR EVERY 50 CU YD5 OF POUR.
CYLINDERS SHALL BE TESTED AS FOLLOWS:
I AT 3 DAYS
ELEVATION I ATIDAYS
SCALE 1/4" = 1'-0" 2 AT 2& DAYS
I AT 5b DAYS (IF THE MINIMUM STRENGTH 15 NOT MET IN 2b DAYS)
O
( u r
4 b;
This drawing and design as shown Is
the properly of MIL Engineering, Inc.
Reproduction and/or we of this drawing
or any content therein, without express
consent or pennlssion of this company
Is prohibited, may constitute an Infringe-
ment, and may be subject to legal action
by ML Englnesering, Inc.
d-
In
It
a
0
000
M
Q V .
OU
CL U LJ
OUW
via
>1-4
.0ro
Z r`t
V00 1 x0
m
W
NIA
0 LO 0
U)
a
O J
UQQ o
o 6`6
nC2De CO
QWO
_J to
0. L11 z
,cx V O
O I— W H
AWE o
LLJ
WPM
� MO O
Sw
m J
O 444Z Y�
REVISIONS: DATE
A
ISSUE DATE: 3-2-07
DRAWN BY: TMM
CHECKED BY: ML
JOB No. 07-115
SEAL:
�0 1-10�e
MICHAIL A. LUE, P.E.
FLORIDA REG. #47520
SHEET NO:
smi
OF 1 SHEETS