APPLICATION
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PROJECT NAME: Interstate Slgncrafters (Phase III)
LOCATION: 130 Commerce Road
PCN: 08-43-45-09-002-0013 and 08-43-5-09-002-0014
I FILE NO.: NWSP 05-025 II TYPE OF APPLICATION: I
AGENT/CONTACT PERSON: OWNER: Jeffrey Peterson - Interstate Sign
Michael E. Sipula ADDRESS: 130 Commerce Road
JMS Architectural Design, Inc. Boynton Beach, FL 33426
ADDRESS: 10800 N. Military Trail #211 FAX: 561-547-3842
Palm Beach Gardens, FL 33410 PHONE: 561-547-3760
FAX: 561- 77 5-5823
-
PHONE: 561-775-0356
SUBMITTAL / RESUBMITTAL 6/22/05
1 ST REVIEW COMMENTS DUE: 7/11/05
PUBLIC /IP ARC NOTICE:
TART MEETING: 7/26/05
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
LEGAL AD:
PLANNING & DEVELOPMENT BOARD
MEETING:
COMMUNITY REDEVELOPMENT ,--1)fffffl5 "1/~(os
AGENCY BOARD
CITY COMMISSION MEETING: 1 0/18/05
COMMENTS:
S:\Planning\SHARED\WP\PROJECTS\Interstate Signcrafters\NWSP 05-025 Phase III\2005 PROJECT TRACKING INFO.doc
City ~des Accessed Via Website
www.boYnton-beach.org
www.amlegal.comfboynton_beach_fl.us
CITY OF BOYNTON BEACH, FLORIDA
PLANNING & ZONING DIVISION
SITE PLAN REVIEW APPLICATION FOR
NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE PLAN
f7.t!I-. ~~,\) j
Has applicant attended a pre-application meeting? ~E:J? ,Date \I\~~ 2\ I "J.co')
This application must be filled out completely, accurately and submitted as an original to the Planning and
Zoning Division. TWELVE COMPLETE, sequentially numbered, ASSEMBLED AND STAPLED sets of plans
including a recent survey and appropriate fee shall be submitted with the application for the initial process of
the Site Plan Review procedure. AN INCOMPLETE SUBMITTAL WILL NOT BE PROCESSED.
Please print legibly (in ink) or type all information.
I.
1.
2.
GENERAL INFORMATION
Project Name: rt-.)(~~lA--r~ Stl4~ ~l~ , ~MMCL t[ (~-?~'\~'\l~.
Property Owner's (or Trustee's) Name: JE.-~RU:..'f V~~~E.0" ~C~~To..llt. Stc..\,,)
Address: \~O {e'>W\M~ ~ p 1)01\..,)'\0"':> ~ K- =3~l.(,..
\. (Zip Code)
Phone: (~\) ~l, ~ 1 too Fax: (?o \) S4-1.:> cef=L
3. Applicant's name (person or business entity in whose name this application is made):
J~~'f fEr€..\...S w.. rt0~"tA-1\'_ <;tW) r:'(2J\f-r\t;..U
Address: l":\"o CoIM"^-EJk.IE. \t.e>1\'t>'- 1:>O'f\:>fC>N e\~ t'v -::;~2.(.p
(Zip Code)
Phone: (~<.o\) '>4-1, ~~ 10 Fax: \S~\) S~l-~84-L
4.
If C6f1traet ptll c..1.83er, please attash &9Atraet for Eale and purt'hase
Agent's Name (person, if any, representing applicant): t\A..\(.,HI'\E-\..,. ~. S'~\.-A.. b....~,
jM0 ~\'Ttt:.C1\.A,VU)L..- D~\(..~..v ~'--
Address: lo<iSOO 0. 'tv\\\"\.\~'(2..."1 'Tl.A\L- '"l.l\ ~b.G., t=-L. ~=:14~
(..... (Zip Code)
Phone: \?b\)T1S ~ o6C'~ Fax: &e\\ 115 - bB'2-;~
E-Mail: Je.S\~V'\ f\ @ a.o\. <..0"""-
Correspondenc to be mailed to agent only; if no agent, then to applicant unless a substitute
is specified below:* ~\~. ~ """. Lc...H:tl.c.\.; - S t.flM...A,
lb ~ v .i\ '2A\ UN\. ~ s. \ \'0
*This is the one address to which all agendas; letters and other materials will be mailed.
What is applicant's interest in the premises affected?~buyer, lessee, builder, developer,
contract purchaser, etc.)
5.
6.
7.
Street address of location of site:
J)O ~f.,(t..Ot. ~t> · 60'1"'"(0-..) t~ .~L- ?~~S-
8. Property Control #(PCN) De - 4~-AS- ~ oq - oo?". 00\:' ~~ 00\4
9. Legal description of .....e: Upb.-fI..- ~CcA.\t. ~ \-\.\..Cc.H. (h..i~ CcV)'\.V'I\.\~ ~~
l-o, l";, ~ \...0, \4 ~\..<X:..~ 'L tO~C4t"t-\:tt:-Y'L \;.)l-r-~
~'\~ou <:>l-=- A~C\~Do"':>F/n \" ~T S.1. (~\~'4't..- 12..e,\ b ')
10. Intended use(s) of site: ~D\.\l.(:JtV - 'PH~<E. 1\t '. rl\)Q~'(\L,\(\.V~~~
f. \" ( ?l{ot'I..\:)A~~\)u...\G:. "\
1,.)/ offia ,,~ic. '41\~'1) \0 ~t.b\\~k. r~~ -L <t u::. -s.\~ V\\~Cc- w/o,=-t=./
11. Architect: j'N\t7 ~\ "\\LL..\:\ k~ _ .tA=-~~~1,..) k,
12. Landscape Architect: ?A.\'L..~VL' ~ b..""~tTI~ tM..~~v..~ ~'ne",.p ~L...
13. Site Planner: J'M5 ~\\\t-C\~ ~\.\A.~ ~ t...
14. Engineer: (Cll.hV') ICt:)o.) ~€-c;.\.L..."-J G~v....'P
15. Surveyor: J'O"'~ Ar, G.~~\ ja..~ tNL-
16. Traffic Engineer: "/Vh{'Jt.-.....r-; ~~L- \~~c.. (~~&v..\...\'\"N\, k
17. Has a site plan been previously approved by the City Commission for this property?
\./ E. 7 - S~ A- \ThC-~ti-tl r-:)<;.~ T~") f\-\~ L (~ ~~~ 1t
~ 5a AlrA<..l*~ E.K~~ fu~ -nI ~J~,A.
II. SITE PLAN
The following information must be filled out below and must appear, where applicable, on all copies of
the site plan.
1. Land Use Cate~ory shown in the Comprehensive Plan: \..
2. Zoning District: ~.,.)",ct> -':~'t> Wll'- lPo.bt
3. Area of Site 'L,~~ acres
4. Land Use -- Acreage Breakdown:
(v>.t.bJ
sq. ft.
a.
Residential, including
surrounding lot area of grounds
acres
~
% of site
b.
Recreation Areas *
(excluding water area)
acres
~f).
% of site
c.
Water Area
acres
t-J~
% of site
d.
Commercial
acres
t-J6..
% of site
e.
Industrial
acres
loo
T0t\-
acres ~
NA-
% of site
f.
Publicllnstitutional
acres
% of site
g.
Public, Private and Canal rights-of-way
% of site
h.
Other (specify)
acres
% of site
2
. i.
~.
Other (specify)
% of site
acres
j. Total area of site "2. $7ps acres loe::. % of site
*including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft.
by 50 ft.
5.
Surface Cover \:)&>;1'0,. f'lE.n.. leT? \> ~ \4
a. Ground floor building .. ~~ <63
area ("building footprint")
(, V'ttJ\l>C 1: \ tt: It NE:.W f> f\:~~ 1It. ')
acres lif-,;8b ?G=J ~".~~ % of site
b.
t-JA..
% of site
Water area
0.0.
acres
c. Other impervious areas, including paved area of public & private streets, paved area of parking
lots & driveways (excluding landscaped areas), and sidewalks, patios, decks, and athletic courts.
~ ~(p ~1- acres (4 '2. ~oCot. 00 7~) '?'B. \ ~ % of site
d. Total impervious area _l,~2Ao acres (1~.4ST.~ sF.) 1'2.c>\ % of site
e. Landscaped area .101):> acres (30. ~~. ~l ~ ) "21.''> % of site
inside of parking lots (20 sq.ft. per interior parking space required - see Sec. 7.5-35(g) of
Landscape Code).
f.
t--.JA-
% of site
Other landscaped areas,
acres
g. Other pervious areas, including golf course, natural areas, yards, and swales, but excluding
water areas acres 10~ % of site
h. Total pervious areas ..10C)O acres (~e,e4-. ~l ';IF-) "2:=f .~'} % of site
i.
1. . S~~
acres
\ oc:>
Total area of site
% of site
6.
Floor Area
a. Residential Nbr sq. ft.
b. Commercial/Office 1 I oS- sq. ft. (EI\..rnrU:- c;.\\'\::- ': ~~b\l1\X. ~~~J
,
c. IndustriallWarehouse ~'2 i 1 \ sq. ft. Cf..~'(\~ ~t\l; -- tlC.\. 'I. \1\1c... ( ~~)
.
d. Recreational Nt\. sq. ft.
e. Public/I nstitutional ~r> sq. ft.
f. Other (specify) N~ sq. ft.
g. Other (specify) NA. sq. ft.
h. Total floor area "?<=). ~I<O sq. ft.
Number of Residential Dwellinq Units
7.
a.
Single-family detached
N^,
N~
sq. ft.
sq. ft.
b.
Duplex
c. Multi-Family (3 + attached dwelling units)
3
(1) Efficiency --14 " dwelling units
. (2) 1 Bedroom N~ dwelling units
(3) 2 Bedroom ~~ dwelling units
(4) 3+ Bedroom dwelling units
d. Total multi-family Nf\ dwelling units
e. Total number of dwelling units (\1f\
8.
Gross Density -f'J ~ dwelling units per acre .'
'2c:\-!.1.'h. 'l.
Maximum height of structures on site '2..'2-<2>" feet \
~X.\.c;,.T\'I",)c- 01~ r()\~'1')
stories Nlt.\)ol f>H.~..';(t Ut \"t 6~ I'tl.u'Y'If"t)
9.
1 O. Required off-street parkinq
a. Calculation of required # of
off-street parking spaces.
~ tJtv..'(I\e.y-.../1.. y.. \.\7 :: 2'2..-5"1
t~\''>''\o.1c.... ~ 10~. {;~~ 1: 'Z}; 'ZS =
t-\€.-..v \ 1 ~ ~ / ~C' :0 30S =
I ~ ______
1O,\1l..\;o /2.rft\..\\Q.t..t> ~~., -::. tpe> =
t-L~~.. ~.At'l.J,citV'- Bo.!,~~ oU A~MP'T1oN 1j5oc
Off-street parking spaces
provided on site plan
Zo
4\
( I7l 1oT~ f('~\l\D€.C
f:)tc..U.'\>s I~~":l>~il..\... F1\.~TC\I\... ~
~~'tt.'t.>)C. LS
"-
b.
Calculation of required #
of handicap parking spaces
S\ ~ 15 -::: ~ ~
Number of handicap
spaces provided on site plan
'3 t>w-.l\ ~
=
REPRESENTATIVE OF THE PROJECT MUST BE PRESENT AT ALL
TECHNICAL REVIEW COMMITTEE, PLANNING AND DEVELOPMENT BOARD
OR COMMUNITY REDEVELOPMENT AGENCY (CRA) AND CITY
COMMISSION MEETINGS HELD TO REVIEW THIS PROJECT.
4
III. CERTIFICATION
(I) (We) understand that this application and all papers and plans submitted herewith become a
part of the pefmanent records of the Planning and Zoning Division (I) (We) hefeby certify that the
above statements and any statements or showings in any papers Of plans submitted herewith
are tfue to the best of (my) (OUf) knowledge and belief. This application will not be accepted
unless signed according to the instructions below.
~~1A~c{
Da e
OR
Signature of contract purchaser (if applicant)
Date
IV.
( - ~\..o\
9
Date
~- '2,\-0(
Date
OR
Signatufe of contract purchasef (if applicant)
Date
A REPRESENTATIVE MUST BE PRESENT AT ALL TECHNICAL REVIEW
COMMITTEE, PLANNING AND DEVELOPMENT BOARD OR COMMUNITY
REDEVELOPMENT AGENCY (CRA) AND CITY COMMISSION MEETINGS HELD TO
REVIEW THIS PROJECT.
5
RIDER TO SITE PLAN APPLICATION
The undersigned as applicant for Final Site Plan Approval does hereby acknowledge, represent and agree that
all plans, specifications, drawings, engineering, and other data submitted with this application for review by the
City of Boynton Beach shall be reviewed by the various boards, commissions, staff personnel and other parties
designated, appointed or employed by the City of Boynton Beach, and any such party reviewing the same shall
rely upon the accuracy thereof, and any change in any item submitted shall be deemed material and
substantial.
The undersigned hereby agrees that all plans, specifications, drawings, engineering and other data
which may be approved by the City of Boynton Beach, or its boards, commissions, staff or designees shall be
constructed in strict compliance with the form in which they are approved, and any change to the same shall be
deemed material and shall place the applicant in violation of this application and all approvals and permits
which may be granted.
The applicant agrees to allow the City of Boynton Beach all rights and remedies as provided for by the
applicable codes and ordinances of the City of Boynton Beach to bring any violation into compliance, and the
applicant shall indemnify, reimburse and save the City of Boynton Beach harmless from any cost, expense,
claim, liability or any action which may arise due to their enforcement of the same.
GED AND AGREED TO this '2\ d~{\L~ Q
~nt
,20~
6
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Jun- .9911 03:'+9pa 99-224664
Olus 1..:1. 145 Pg 1159
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InCOP.5idcrollIOIl.of~'is.sw~~c~iapcrmit 10 (lUlnc) Contract:or~ Ma nagpmpnt S~rvices, Ine.
for the consllUctlon of ,'<j>hPW mpt-;d hn-i Iding 13.0 0 n ~F
In the CIty o~Bu)1\lOn R(.~-5I~~idil. Ult: I.lndcrsigncd property owner~ler~by agrL'CS In rcsrricllhe tL't: of the following
kgal1y deSCribed propc:rlll;t) ; ,;.,.
_ . .~EE ATTACH~n--EXH,~BIT A
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indicale :lbow SC~ attached exhilfrr: ..a..idn...sscd~.; fullo\\5:
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1 3 0 Cornroerc~ R O~(r, R~y n rrm .Beach, FL 3342..6...-. in thdi-,UowUlg rn:mncr:
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I. S:1id property shall b::: considered ~1)~(11 and JlMcd ofl,mJ.. znJ 11I3tno p:mion of said pIm and parcel orIilnd shall
b.: sold, tr2nSfcm.'\l., devised Qr :l5s~~ed s~'P:lr.Ildy. CXl.:Cpt in it!; entirel)' as one plot or p:m:c1 ofhJml.
.'~ C.;'
2. 'nl!: Undersi~ncd agra:s that Ulls l.:on4.~tt~'Jstrictjoll and limiulion shall be (kcm~d a cmcnanl running \\;ulthe
l:md, aud shall rem:lin in full force and L~ and be binding upon the under.;ign~-d, their ho:irs and :1Ssigns. 'I his
:lg.rc~rnent shall continue in effecl tmtil relc~w1hc authority of the lldministr:ltivc head of Ilo~nlO!l Ik:lcl1
Dt:pJruncn~ of Develupment and iJpr~o\"cd ~y:thc ;~)ry. Anomey ilnd the :>1ayur upon suhmillal of request. appl icahlc
fees und e\'lllcncc: that the ;Jgrc.:mcnlls no IO~~~I,~-J hy I",w.
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, Further. the Vndcr.;igned und::-rstands lhallllc 2'ik-sh.akl).'cord [hi:; instrumcn[ in tht: I'uohc Records of Palm ileach
County al his (her) C:>Ip<:Tl5l:. \(>F'~',,::;,
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SIgned, scaled. CXCcutl:tJ'and acknowlcdgcd on tllis d::l!C ~J:~>:t:".l 9 9.9__ . at BO}nlon BC;Jch. Florida.
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Thc i<neStling instrument w.... :lCl;nn~,lcUScl before me this ::!nd (<hi.C}~: ~une 1 999
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,,'ho is p=onOllly Imo\\n 10 me)llM9b~bo)qJtlJldOtDdJ{~X1{X XX:XXXXXX^XX\~k~~vroh"~)~~~X:1C1i)(,J.'1d ",hI)
di<l (did not) take;m o~th. . /;-' --';\
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?1(lL\' '~/\ PATRICIA O. SHORE
~~._' 7'~~MMl!SlO~ # CC 685851
.... ~'. ,..-c---.lEXPIUS OCT 5. 2001
~'t- ~ llOIlDEOTKIU
~Df p.lJ' ....TlANTIC FlONOl.~G CO.. INC
DEPARTl\tIENT OF DEVELOPl\'IENT
BUILDING DIVISION
(when: :ludliiunal Sp:JCC is required.
E"l1e~~ -
(Slgn:llun:). _~~
(Print namct PF"t-PT"sen.
(Sign:lturc) ._ .
{Print namcL.
STATE Or: Fl.ORIDA, COCI-.TY OF I'AI."I rlfAClI
SignOllurc of ~m taking al:mowlro!:cnlCnl
Name of officer tolkmg acknowlcd.j:rnu:m..t}1>L-d\ P=I''\l Qf S;3lT1i"~
(SEAL)
Tille or r.mk
MEHbg - 3J!l9
h __ Sl.-rial num!l.:r. If any _.
J:\SHRDATA\OevalopmenI\FOR\\S.doclUnily of Title doc
ORB :a. 1. 1. 45 Pg 11610
DOROTHY H. \oIIU<EN, ClERK PB COI.ftlTY, FL
EXHIBIT A
'-<lI{S) IJ and 14. Dhx;1. 2, CEDAR RIDGE, 8 P.U.D. &. IlIGI/ JUDGE COMMERCE l'ARK. II P.J.D.. ilccording 10 lhe
~1'bllhereof on file in lhe office oflhe Cleric orlhe Circuil Court in and fnr ralm Deach C()tlllty. F1orid3. retorded in Phi
,,/ [lpok 46, I'~lle 58. Said Innds siluate-Iyin!; and bdnl; in !'a1m DCllch County. norida
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\.{ Jl~~ -TilER WITJI ,I'lh.., por1ion nr ilb.:lntloned Tr:JcI 5-2 (Mint'Or HocI.) lyinc Saud, of an,) :"Jj~unllo $;Iid'Lots 13 and
. .-' / _ (}lock 2. Cl~D^R RIDGE. ill' .U.D. &. IIlGII RIDGE COMMERCE I'^ RK. II r.l.D~ being bounded on the We.s: by
\("';U5' SOIlIhe,ly ,,:.'ension of Ihe West line of said tot 14. Bloc\: 2 ::Inti being bounded on lhe East by lhe Soulllcrly
\:-6tlpuiQ of Ihe E:lslline of uid Lor 13. mock 2. CEDAR RIOOE, " P.U.D. & HIGH RIDGE COMMERC~ PARK. ::I
t;-.r.J'~J1,tconlil1g IQ the rlallhmor On file in the office of lhe Clcrit ohhe Cil""l:uil Court in and (Of ['111m DCoIII:b Counl)'.
\f~nridP~~corded illl'bllJook 46, Page 51. Ssid 'and~ silUllle. lying llnd be;,,!: ;n Palm lJc.ch County. florid..
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~ t~EHTURE made this
~ C':"-o'''>
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hy\(' 4>J'f'\'8Pn:~~
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a cor'P9~~lon existing under the laws of
'>;'; \/):
anci h~~:t'ng 1~ principal place of bu5:.1nellll at 1"n (,.,...""e{"C.e. f2t! .
~ .~ \..J
first ~~to tbe City of Boynton Beach, a political
>;;1i 0.1,
subdlvi.1oriJof the State of Florida. second partyz
.;"\.
... ~.,,~-,-=-..
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\:.~~"
CWhil(rtiver used herein. the terrllB, "fir.t party"
and ~.,~~ party" shall include slngu~ar and
plura~~eirs, legal representatives and assign.
of indiViduals and the successors and &55i9n8 of
corpora~fI, wherever the context so a.dmits or
requ.Uezt,>I...:;)
,....;
/";-:--.....;.\nTN&5SE'11!
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WHEREAS, the first pai~~~;~ the cwner of property aituate in
Palm Beach county, FlDr~Is.'t"an4 descrIbed aa followBl
^ or.l' /3 ",D,O /Y ;J;;,j>'1i.... . CcpA.-r ~.. -'IE .;d . Po u. a
~ G;:/'i; e; ,
/lNr.> tli'liN ~'P9r ec,,""l...~f~.~'_?~7'K I ..., P.I.I>. Ra.{('Dr:7.)
y 6- ~~>~ ) .58 - (0 I tf>F 71'#
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01'"" Bc>Y'I'o/711V>~c.,.. ?ALl"( BFpe"I COoJ-./f"'Y
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7....-):,J)
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<1 day of A.u~I,)S+,A.D.,
~o.~ ~c\Q.A~s 1 t....C-.
1998,
t=="lo,~dl........
"N PLAr DOc>o'(
Pv~~c. ~ORps
fWJ;z., 004 .
((,?!
--'I'~:~:'''\\
WHER:&).S, the aecond party desires an t!J~..~~nt. for
aewer utilities and/or other apprQpria~.;~poseB
thereto, on. over and acro.. .ai4 pro~i'~';"J\
, r'
and C"\ <,."';.~.;\
r .......::-:.- -' .-..>
and.
water and
incidental
1rfH.lmEAS, the f!.rlllt party is w111ing to ..,rant such an
easement.,
NOW. 'l.'HEREFORB. for and in conslderatlcm of the laut.l1al
covenant. each to tile other running and one dollar and other
good and valuable considerati.ons, the first part! does
herel1y grant unto the party of the secood pert, t.B
successor. and assign., full and free right and autbority to
cOhatruet, maintain, repair, in9t~11 and rebuild f&Cll1~1eB
for above stated purposes and does hereby grant a perpetual
easement on, over and across the above described property
for said purposes.
~
~.
. . .
....
ORB L518 P!I 1Z99
IN WITNESS WHEREOF, the first party ha& caused these
presents to be duly executed in its name and its corporate
seal to be hereto affixed, attested by its proper officers
thereunto duly authDri~ed. the day and year first above
written.
Signed. sealed and delivered
in ~he pre5ence of:
~
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COUNTY OF 94 ~_. ,. 'r-"
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I HER!:BY ~IFY that on this day. before me, an
officer daly .uthg~ in tbe State and County af~resaid to
take &ckl\ov1.edgelllen~/ personally appeared Ji!'fCF~ft Pnt~.!pI
"-!;.
we1.1 known to me to ~--:;t:~ President and ,
re_pect1gely, of the eg!e' ation n~ a. first party in tbe
~or4HJoln!J Ea.ement and ",' ~~'j they ..verally acknowl.edged
executing the BDIe in t ..-;pr..ence of two aubacribing
witnes.ea freely and vol~.~ily, under authorIty duly
vested 1n them by said Ca~~V~n. and that the seal
affixed thereto 15 the tru__sC~r.te seal of .ald
COrporation. '('/ j",-:'~>.
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VI'l'HESS IllY hand
State last afore&ald
199111
P.IINJI'J.~. ru,,~
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PRESIDENT
ATTEST:
SECRE'l'ARY
Nota 1 e n and for th.
State '''~:>Co~nty aforesaid.
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My cOlDli!tl'~.!~n upire8:
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PLAT 90()1( 45. PAGES fJ8~'. P.B,r:.R.
CfTY OF BOrt>lTON BEACH. PI.LM EJEAD-I ~. F1.ORfDA Cl
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PRD.E;CT No.: 98338
Iif'V1.5ltW DIfIJ llll Xl' ~ oa;
SIlfT01I/N) lESCRfP7Iaoi JIP Ir-~ lie
BS5LUTE
SURVEYING INC.
LAJ.D SRVEYrY?S
5615 SOUTH Ul/I'IERSITY OR/V::
DAYlE, ftClRIDA ~
f954} 25:2--a22O
l.1CI::NSED BIJ511l:5S No. 6218
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PLA T B!XK 46. PAGES 58-61. P.B.C.R.
CiTf OF' BOYNTaN BEACH. PALM ~Oi CO/.NT'f, FLORiDA g
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~VEYING INC.
LAhO Sl.R'IO'aRS
566 SOUTH tlilVERSfTY DRiVE
D.t.V1E. FLORft)Il ~
(954) 252-9220
LICOISED BUS/fCSS No. 6218
.stR~OR:S CERTIFICATE:
i lVl!By tZRTIFT m::r 1H!5 '!iIflD1 Of' i:E!iCRPT~.tS T1ilE AIC
aHlEP' 7l) M BEST rF f/'f IIltt1II.BXlE AKJ. . I F.UmER r::EJmFl'
THIo T 'T/fS lESDlF71CIIlEn TiE ~~ 'STAMIoAIil:5 ti 5fT
FrR1H BY nE Ft.!JIlIP4 _ OF ~~.IID'
~ IN owrTE1I 61GTT-6. Fl.~~Ii.f'1~~~j" ~.~:
1'UfSJINT TII srt11tIV <f7?-Cn. f!9iI'D'I ,epr "':.... 7., . ,
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I'2.t1IlO4 1lERS1RlI7Ot ',*,' _ . .
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PRO;.ECT ,NO.: 98338
Rf:Y1S1r:N
SKUai ANJ rerRfPTlflN
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The City of Boynton Beach
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DIVISON
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, Florida 33425-0310
TEL: 561-742-6260
FAX: 561-742-6259
www.boynton-beach.org
October 13,2003
Mr. Mike Sipula
JMS Design Inc.
211 South Federal Highway #11
Boynton Beach, FL 33435
Inter"tateSignCrafte (FE ~le.e:D <;'.P,A) f2.fSv.lH~\\""A.\... ,.)-\\) ~ft\.\(,.,c.TIO~
NWSP 03-014 HA,5tE. ~ ~. '21- oS"
Lots 13 & 14 High Ridge Commerce Park
(130 Commerce Road)
RE:
File No.
Location:
Dear Mr. Sipula:
Enclosed is the Development Order granted by the City Commission on October 7, 2003. The site plan approval is valid for
one year from the date of final approval. In order to maintain vested status, a building permit must be secured or an extension
granted within one year of final site plan approval.
To continue this project through the development process, please revise relevant pages of your approved site plan to
incorporate all conditions of approval as applicable. A copy of the Development Order, including these conditions, must
accompany the submission of the fully amended site plan set. The person managing your permit applications should be made
aware of any additional documents and third party letters listed in the conditions of approval that need to be submitted with
your permit package.
The Building Division is committed to speedy and efficient completion of the building permit process for your project.
However, please note that failure to meet all applicable Development Order conditions in the submitted plan set may produce
unnecessary delays in permit issuance. A thorough review will be conducted by the Plan Review Analyst and if the necessary
documentation is not attached and/or the plans are not amended to reflect all ofthe approval conditions, the plans will be
returned to the applicant for correction and re-submittal before the permit is further processed. Feel free to contact any TRC
member for additional clarification of comments.
Important: If you plan to introduce any changes to your approved site plan beyond those required by conditions of approval,
please contact our staff for a review before submitting a permit package to the Building Division.
A copy of the complete Development Order and Amended Site Plans reflecting the "Conditions of Approval" must be
submitted to the Building Department along with the first permit request to avoid any delays in the processing of your
permit.
Should you have any questions regarding this matter, please feel free to contact this office at (561) 742-6260.
Sincerely,
~
Michael W. Rumpf
Director of Planning & Zoning
S:\Planning\SHARED\WP\PROJECTS\lnterstate Signcrafters\NWSP 03-0l4\Site Plan approval letter after CC - new.rtf
PROJECT NA:\~E :
Interstate Sign Crafters
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DEVELOPMF ,.. ORDER OF THE CITY COMMIS 1N OF THE
,
CII Y OF BOYNTON BEACH, FLORIDA
APPLICANT'S AGENT: Michael E. Sipula
APPLICANT'S ADDRESS: 211 South Federal Highway, Suite 11, Boynton Beach, FI 33435
DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: October 7,2003
TYPE OF RELIEF SOUGHT: Request new site plan approval for the construction of a one-story,
17,384 square foot warehouse on Lot 13, a 2.533-acre lot in the High
Ridge Commerce Center Planned Industrial Development.
LOCATION OF PROPERTY: 130 Commerce Road (Lot 13)
DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO.
x THIS MATTER came before the City Commission of the City of Boynton Beach, Florida
appearing on the Consent Agenda on the date above. The City Commission hereby adopts the
findings and recommendation of the Planning and Development Board, which Board found as follows:
OR
THIS MATTER came on to be heard before the City Commission of the City of Boynton
Beach, Florida on the date of hearing stated above. The City Commission having considered the
relief sought by the applicant and heard testimony from the applicant, members of city administrative
staff and the public finds as follows:
1. Application for the relief sought was made by the Applicant in a manner consistent with
the requirements of the City's Land Development Regulations.
2. The Applicant
X HAS
HAS NOT
established by substantial competent evidence a basis for the relief requested.
3. The conditions for development requested by the Applicant, administrative staff, or
suggested by the public and supported by substantial competent evide~ce are as set
forth on Exhibit "C" with notation "Included".
4. The Applicant's application for relief is hereby
~ GRANTED subject to the conditions referenced in paragraph 3 hereof.
DENIED
5. This Order shall take effect immediately upon issuance by the City Clerk.
7. Other
6.
DATED: 10 - 0 - 0.:3
'\
Location Map
INTERSTATE SIGNCRAFTERS
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INTERSTATE SIGN CRAFTERS. INC.
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EXHIBIT "e"
Conditions of Approval
Project name: Interstate Sign Crafters
File number: NWSP 03-014
Reference: 2nd review plans identified as a New Site Plan with a September 9,2003 Planning & Zoning date
k
stamp mar mg.
I DEP ARTMENTS I INCLUDE I REJECT I
PUBLIC WORKS- General
Comments:
1. Prior to permit application contact the Public Works Department (561-742- X
6200) regarding the storage and handling of refuse.
PUBLIC WORKS- Traffic
Comments: None X
UTILITIES
Comments:
2. Palm Beach County Health Department permits will be required for the water X
system serving this project, primarily the fire sprinkler system feed line
(CODE, Section 26-12).
3. Fire flow calculations will be required demonstrating the City Code X
requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV,
Section 16, or the requirement imposed by insurance underwriters, whichever
is greater (CODE, Section 26-16(b)).
4. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid X
for this project either upon the request for the Department's signature on the
Health Department application forms or within 30 days of site plan approval,
whichever occurs first. This fee will be determined based upon final meter
size, or expected demaHd.
FIRE
Comments: None X
POLICE
Comments: None X
ENGINEERING DIVISION
Comments:
5. An ExcavationlFill permit will be required if on-site fill is removed. X
Conditions of Approval
2
DEP ARTMENTS INCLUDE REJECT
6. Full drainage plans, including certified drainage calculations, in accordance X
with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of
permitting.
7. Indicate how many lifts the asphalt will be placed in on the Roadway/Parking X
Area Typical Section.
BUILDING DIVISION
Comments:
8. Buildings, structures and parts thereof shall be designed to withstand the X
minimum wind loads of 140 mph. Wind forces on every building or structure
shall be detenmned by the provisions of rhapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. Calculations that
are signed and sealed by a design professional registered in the state of
Florida shall be submitted for review at the time of permit application.
9. Every building and structure shall be of sufficient strength to support the X
loads and forces encountered per the 2001 FBC, Section 1601.2.1 and Table
1604.1. Indicate the live load (pst) on the plans for the building design.
10. At time of permit review, submit signed and sealed working drawings of the X
proposed construction.
11. A water-use permit for the irrigation system is required from the SFWMD. A X
copy of the permit shall be submitted at the time of permit application, F.S.
373.216.
12. If capital facility fees (water and sewer) have been paid in advance to the City X
of Boynton Beach Utilities Department, the following information shall be
provided at the time of building permit application:
a. The full name of the project as it appears on the Development Order
and the Commission-approved site plan.
b. The total amount paid and itl~mized into how much is for water and
how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34)
PARKS AND RECREATION
Comments: None X
FORESTER/ENVIRONMENT ALIST
Comments: None X
PLANNING AND ZONING
Comments: None X
DEP ARTMENTS INCLUDE REJECT
ADDITIONAL PLANNING & DEVELOPMENT BOARD CONDITIONS
Comments:
1. None X
ADDITIONAL CITY COMMISSION CONDITIONS
Comments:
1. To be determined. ~ ~n
s: \Planning\SHAP-.ED\ \VP\PROJECTS\lnterstate S igncrafters\NWSP 03-0] 4\COA~ I
S:\Planning\Planning Templates\Condition of Approval 2 page -P&D ORA 2003 form.doc
Sep 09 03 04:57p
Department of Engineering
and Public Works
P.o. Box 21229
West Palm Beach, FL 33416-1229
(561) 684-4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Karen T, Marcus. Chair
Tony Masilotti, Vice Chairman
Jeff Koons
Warren H. Newell
Mary McCarty
Burt Aaronson
Addie L. Greene
County Administrator
Rob~!:t Weisman
"I!.n Equal Opportunity
I!.ffirmari>e !\.coon Employer"
@ prfnt<<f on recyc/6d paper
~ztc
561 624 9578
p.2
September 4, 2003
Mr. Michael W. Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
P,Q. Box 310
Boynton Beach, FL 34425-0310
RE:
Interstate Sign Crafters
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dear Mr. Rumpf
The Palm Beach County Traffic Division has reviewed the traffic statement for the project
entitled; Interstate Sign Crafters, pursuant to the Traffic Performance Standards in
Article 15 of the Palm Beach County Land Development Code. This project is
summarized as follows:
Location:
Municipality:
Existing Uses:
Proposed Uses:
New Daily Trips:
New PH Trips:
Build-out Year:
East side of High Ridge Road, North of Miner Road intersection,
Boynton Beach
None
17,384 SF Warehouse
82 @ 5% pass-by
8 AM and 9 PM - @ 5% pass-by
2004
Based on our review, the Traffic Division has determined that the proposed project meets
the Traffic Performance Standards of Palm Beach County.
If you have any questions regarding this determination, please contact me at 684-4030.
Sincerely,
OFFICE OF THE COUNTY ENGINEER
- ---..' ---.-
~~;.~
Sr. Engineer - Traffic Division
cc: Yvonne Ziel Traffic Consultants Inc.
File: General- TPS - Mun - Traffic Study Review
F :\TRAFFICIrnCl\Admin\Approvals\030905.doc
~,',",,'~"'~.' .~."~'.:
. (1
A k''1
YVONNE ZIEL TRAFFIC CONSUL TANTS~ INC.
11440 86th St. North, West Palm Beach, Florida 33412
Telephone (561) 624-7262. Facsimile (561) 624-9578
August 19, 2003
Mr. Michael W. Rumpf
Director of Plmming and Zoning
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33425
RE: Interstate Sign Crafters Phase 3 - Trip Generation
Dear Mr. Rumpf:
YVOlme Ziel Traffic Consultants, Inc was retained to prepare a trip generation analysis for the above-
referenced project. The proposed facility is located on the south side of Commerce Drive, east of
High Ridge Road, between Gateway Boulevard and Hypoluxo Road as shown in Figure 1. The
proposed project involves the construction of a 17,384 square foot (SF) warehouse facility.
The total trip generation calculation for the proposed project equates to 8 AM peak hour and 9 PM
peak hour trips. Refer to Tables 1, 2, and 3 for traffic generation information used to develop this
data.
Since the peak hour traffic generation expected from the proposed project is 20 peak hour trips, a
traffic study is not required.
Sincerely,
ENCLOSURES
Tr!:lffir- ~nnino.orinrt ~nrl PI~ nnin,.,
~
N.T.S.
Hypoluxo Rd.
<ll -c LO
> 0::
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YVONNE ZIEL
TRAFFIC CONSULTANTS, INC.
TRAFRC ENGINEERING III PlANNING
11404088 Street North, West Palm e.ach, Florida 33412
TelepI'IOOto5(l1.0241~2 - FOlI5el.1I24-'il518
Gateway Blvd.
Boynton Beach Blvd.
FIGURE 1
INTERSTATE SIGN CRAFTERS PHASE 3
SITE LOCATION
~
..
INTERSTATE SIGN CRAFTERS-PHASE III
BOINTON BEACH, FL
UTILITY DEMANDS
FILE PRINTED 8-1-03
INTERSTATEdemand. WK1
DATA:
TYPE OF USE:
OFFICE/WAREHOUSE
BUILDING AREA =
17384 SF, TO'1'AL
UNIT FLOW =
o . 1 GPD / SF, PER PALM BEACH CO HEALTH DEPT
DETERMINE WATER AND SEWER FLOW:
TOTAL AV'ERAGE FLOW =
=
1738 GPD (AVERAGE)
1.21 GPM
1738 GPD/350GPD/ERC
4.97 ERe
1490 GPD/300GPD/ERC
4.97 ERC
4346 GPD
3.02 GPM
=
TOTAL WATER DEMAND =
TOTAL SEWER DEMlWD ;:
=
TOTAL P],QK FLOW =
DETBRKINE FIRE DEMAND:
PER ISO "GUIDE FOR DE'J'BRKINATION OF REQUIRED FIRE FLOW"
F = lS*C*(A)**0.5
C = COEFFICIENT RELATED TO TYPE OF CONSTRUCTION
= 0,8 (NONCOMBUSTIBLE CONSTRUCTION)
A = FLOOR AREA =
J. 7384 SF
F = FIRE FLOW, GPM
= 1899 GPM
NOTE: 50% REDUCTION ALLOWJ:D FOR SPRINKLED BUILDING
NET F = 949 GPM
IN'I.'.ERSTATE SIGN CRAFTERS
BOYNTON BEACH, FL
PALM BEACH COUNTY
S9, T45S I R43E
WAT.E:R MANAGEMENT ANALYSIS
FILE PRINTED 7-23-03
INTERSTATEwate:t:mgmt
LAND USE: LOTS 13 & 14
TOTAL 110342 SF 2.53 ACRES
BUILDING 37389 SF 0.86 ACRES
PAVEMENT 42068 SF 0.97 ACRES
LAI<E 0 SF 0.00 ACRES
OPEN SPACE 30885 SF 0.71 ACRES
MINIMUM ELEVATIONS:
R.Ol\DS AND PARKING
FINISH FLOOR
PER SFNMD PERMIT 150-01081-S
18.00 FElT
22.00 FEET
DESIGN ClUTElUA
WATER QUALITY:
1 . FIRST INCH OF RUNOFF '"
1 IN. X 2.53 ACRES X 1 X 1 FT/12 IN
0.21 ACRE-FEET
2. 2.5 INCHES TIMES THE PlmCENT IMPERVIOUS =
SITE.AR&A '" TOTAL - (LAKE + BUILDING)
1 . 67 ACRES
IMPERVIOUS AREA '" SITE AREA - OPEN SPACE
o . 97 ACRES
% IMPlmVIOUS '"
DG'nvIOUS AREA/SlTE AREA X 100%
57.66
2 . 5 X % DG'ERVlOUS '"
o ..30 ACRE-FEET
3 . REQUIRED RETENTION STORAGE =
o . 30 ACRE-FEET
4 . MINIMUM P1Ui:TREA'l'MENT VOL '"
0.5 IN X (TOTAL -LAKE)/12
0.11 ACRE-FEET
5. THE RETENTION VOLUME WILL BE PROVIDED BY MEANS OF
GRASSED SWALES. PEP. SFNMD GENERAL PElUIaT 150-01081-S,
BACH LOT IS REQUIRED TO PROVIDE 1/2" Pl'IE'rREATMENT VOLUME.
NET REQUIRED RETENTION VOLUME '"
0.05 ACRE-FEET/LOT
2299 CUBIC FEET
MINIMUM SWALE AREA:
AVERAGE WIDTH ==
LENGTH .,
AVERA.GE DEPTH =
VOLUME =
6FT
775FT
1.0 FT
4650 CF ==
0.11 AF
ICON DESIGN GROUP
561 3670074
12/13/03 08:00pm P. 003
SOUTH FlORIDA WATER MANAGEMENT DISTRICT
:\301 (;\11', Club R(';ld, \Vest P"J11' H~~d\, Florida ,134ilh " (Sfl) 686-~8()1I . FT. Wj\TS J.800.432-20-15 . 1'1'.D (5(')'1) 6t:;'..2574
Mailin~ l\ddre~s: 1'.0. Il(l" 2,l-680, Wc~l Palm lk;\ch, F.l. :nnr,-4h~ll . ww\-\.cs(wmd.gov
CON 24-06
Application No.: 030909-12
General Permit No.: 50-D6240-W
December 11, 2003
COMMERCE ROAD ASSOCIATES LC
130 COMMERCE ROAD
BOYNTON BEACH, FL 33426
Dear Permittee:
SUBJECT:
General Water Use Pennlt No.: SO-06240-W
Project: INTERSTATE SIGN CRAFTERS PHASE 11/
location: PALM BEACH COUNTY, S9rr45S/R43E
Permittee: COMMERCE ROAD ASSOCIATES LC
This letter is to notify you of the District's agency action concerning your Notice of Intent to Use Water. This
action is taken pursuant to Chapter 40E-20, Florida Administrative Code (FAC.). Based on the information
provided, District rules have been adhered to and a General Water Use Permit is in effect for this project
subject to:
1. Not receiving a filed request for Chapter 120, Florida Statutes, administrative hearing and
2. The attached limiting Conditions.
The purpose of this application is to obtain a Water Use Permit for landscape irrigation of 0.75 acres of
turf using a sprinkler irrigation system. Withdrawals are from the Surficial Aquifer System via one proposed
withdrawal facility.
Prior to drilling the proposed well, it will be necessary for you to obtain a well construction permit from the
Palm Beach County Public Health Unit.
(,;~(l~'rt-...t.,.nv(; .An.1st'
fS~\'ECUT!r/t': ()/'~/('/'
Ni\:I)j;~S,l, \'~nl-il~'lT('/" Jr.. E~Jq" (J!tlb
l'r:IJW!,) nnJok~-'.n'I(Jlrlt)g, i"lle~!..}'if;i
J t"t:...L~ ('vI. J\'glH:
MichaC'l C<)I1i..ll~
HlJ.gh )\.1. Engli~~1
r .I~t1I1MI E. L.indahl, P.l'.
Kevin IV1<:Cn.r\'\'
f1.,n:kh,y P. Thornlop
Trl.ldi K. W:Uii1l~\s, P.E.
H~:nq.' De(\.o, [IFOdt;ll.' [)ili't};.'r
ICON DESIGN GROUP
561 8670074
12/18/08 09:21pm P. 001
Application Number: 030909-12
COMMERCE ROAD ASSOCIATES LC
December 11, 2003
Page 2
Date Of Issuance: December 11, 2003
Expiration Date: December 11, 2023
Water Use Classification: Landscape
Total Serviced Acreage: 0.75 ( 0.75 acres of turf )
Water Use Permit Status: Proposed
Environmental Resource Permit Status: Not Applicable
Right Of Way Permit Status: Not Applicable.
Ground Water From:
Surficial Aquifer System
Permitted Allocation(s):
Annual Allocation:
Maximum Monthly Allocation:
937,900 Gallons
135,800 Gallons
Proposed Withdrawal Facilities - Ground Water
Source: Surficial Aquifer System
1 - 2" X 180' X 30 GPM Well Cased To 160 Feet
Rated Capacity
Source(s)
Surficial Aquifer System
Totals:
Status Code
P
GPM
30
30
MGD
0.04
0,04
MGM
1.3
1.3
MGY
16
16
ICON DESIGN GROUP
581 3670074
12/13/03 09:00pm P. 004
Application Number: 030909-12
COMMERCE ROAD ASSOCIATES LC
December 11, 2003
Page 3
Should you object to the Limiting Conditions, please refer to the attached Notice of Rights which addresses
the procedures to be followed if you desire a public hearing or other review of the proposed agency action.
Please contact this office if you have questions concerning this matter. If we do not hear from you prior to
the time frame specified in the Notice of Rights, we will assume that you concur with the District's
recommendations.
Certificate Of Service
1 HEREBY CERTIFY that a Notice of Rights has been mailed to the addressee not later than 5:00 p.m. this
11 th day of December, 2003, in accordance with Section 120.60(3), Florida Statutes.
KS Isb
Certified Mail No.:
7002 2030 0006 4396 0800
Enclosure
c: Div of Recreation and Park - District 7
Florida Fish & Wildlife Conservation Commission
Icon Design Group Inc
Mr. Ed Dailey, Chairman
Patrick Martin, Director of Engineering
Solid Waste Authority
Town of Jupiter Utilities
I CON DES I GN GROUP
561 3670074
12/18/08 09:21pm P. 002
Application Number: 030909-12
COMMERCE ROAD ASSOCIATES LC
December 11,2003
Page 4
Limiting Conditions
1. This permit shall expire on December 11, 2023.
2. Application for a permit modification may be made at any time.
3. Water use classification:
Landscape Irrigation
4. Source classification:
Ground Water from:
Surficial Aquifer System
5. Total annual allocation is .9379 MG.
Total maximum monthly allocation is .1358 MG.
These allocations represent the amount of water required to meet the water demands as a result of
rainfall deficit during a drought with the probability of recurring one year in ten. The Permittee shall not
exceed these allocations in hydrologic conditions less than a 1 in 10 year drought event. If the rainfall
deficit is more severe than that expected to recur once every ten years, the withdrawals shall not
exceed that amount necessary to continue to meet the reasonable-beneficial demands under such
conditions, provided no harm to the water resources occur and:
(a) All other conditions of the permit are met; and
(b) The withdrawal is otherwise consistent with applicable declared Water Shortage Orders in effect
pursuant to Chapter 40E-21, F .A.C.
6. In the event of a declared water shortage, water withdrawal reductions will be ordered by the District in
accordance with the Water Shortage Plan. Chapter 40E.21, FAC. The Permittee is advised that during
a water shortage, pumpage reports shall be submitted as required by Chapter 40E-21, F .A.C.
7. Withdrawal Facilities:
Ground Water. Proposed:
1 .2" X 180' X 30 GPM Well Cased To 160 Feet
ICON DESIGN GROUP
581 8870074
12/18/08 09:00pm P. 1Zl1Zl5
Application Number: 030909-12
COMMERCE ROAD ASSOCIATES LC
December 11, 2003
Page 5
limiting Conditions
8. Permittee shall mitigate interference with existing legal uses that was caused in whole or in part by the
permittee's withdrawals, consistent with the approved mitigation plan. As necessary to offset the
interference, mitigation will include pumpage reduction, replacement of the Impacted individual's
equipment, relocation of wells, change in withdrawal source, or other means.
Interference to an existing legal use is defined as an impact that occurs under hydrologic conditions
equal to or less severe than a 1 in 10 year drought event that results in the:
(1) Inability to withdraw water consistent with provisions of the permit, such as when remedial structural
or operational actions not materially authorized by existing permits must be taken to address the
interference; or
(2) Change in the quality of water pursuant to primary State Drinking Water Standards to the extent that
the water can no longer be used for its authorized purpose, or such change is imminent.
9. Permittee shall mitigate harm to existing off-site land uses caused by the permittee's withdrawals, as
determined through reference to the conditions for permit issuance. When harm occurs, or is
imminent, the District will require the permittee to modify withdrawal rates or mitigate the harm. Harm
as determined through reference to the conditions for permit issuance, includes:
(1) Significant reduction in water levels on the property to the extent that the designed function of the
water body and related surface water management improvements are damaged, not including aesthetic
values. The designed function of a water body is identified in the original permit or other governmental
authorization issued for the construction of the water body. In cases where a permit was not required,
the designed function shall be determined based on the purpose for the original construction of the
water body (e.g. fill for construction, mining, drainage canal, etc.)
(2) Damage to agriculture, including damage resulting from reduction in soil moisture resulting from
consumptive use; or
(3) Land collapse or subsidence caused by reduction in water levels associated with consumptive use.
10. Permittee shall mitigate harm to the natural resources caused by the permittee's withdrawals, as
determined through reference to the conditions for permit issuance. When harm occurs, or is
imminent, the District will require the permittee to modify withdrawal rates or mitigate the harm. Harm,
as determined through reference to the conditions for permit issuance includes:
(1) Reduction in ground or surface water levels that results in harmful lateral movement of the fresh
water/salt water interface,
(2) Reduction in water levels that harm the hydroperiod of wetlands,
(3) Significant reduction in water levels or hydroperiod in a naturally occurring water body such as a
lake or pond,
(4) Harmful movement of contaminants in violation of state water quality standards, or
(5) Harm to the natural system including damage to habitat for rare or endangered species.
ICON DESIGN GROUP
561 8870074
12/18/08 09:21pm P. 008
Application Number: 030909-12
COMMERCE ROAD ASSOCIATES LC
December 11, 2003
Page 6
Limiting Conditions
11. If any condition of the permit is violated, the permit shall be subject to review and possible modification,
enforcement action, or revocation.
12. Authorized representatives of the District shall be permitted to enter, inspect, and observe the permitted
system to dstermine compliance with special conditions.
13. The Permittee is advised that this permit does not relieve any person from the requirement to obtain all
necessary federal, state, local and special district authorizations.
14. The permit does not convey any property right to the Permittee, nor any rights and privileges other than
those specified in the Permit and Chapter 40E-2, Florida Administrative Code.
15. Permittee shall submit all data as required by the implementation schedule for each of the limiting
conditions to: S.F.W.M.D., Supervising Hydrogeologist - Post-Permit Compliance, Water Use
Regulation Dept. (4320), P.O. Box 24680, West Palm Beach, FL 33416-4680.
." .
SOUl. , FLORIDA \V A TER MA1...AGEMENT DISTRICT
SURFACE WATER MANAGEMENT
GENERAL PERMIT NO. 50-01081-8-07
Form /10942
08/95
DATE ISSUED: April 16. 1999
PERMITTEE: INTERSTATE SIGN CRAFTERS INC
23109 BOCA CLUB COLONY CIRCLE
BOCA RATON. FL 33432
PROJECT DESCRIPTION: MODIFICATION OF A SURFACE WATER MANAGEMENT SYSTEM SERVING 2.53
ACRE(S) OF COMMERCIAL DEVr'_OPMENT KNOWN AS INTERSTATE SIGN
CRAFTERS.
PROJECT LOCATION: PALM BEACH COUNTY. SECTION 9 TWP 455 RGE 43E
PERMIT DURATION: Five years from the date issued to complete construction of the
surface water management system dS authorized herein. See attached
Rule 40E-4.321. Florida Administrative Cooe.
This is to notify you of the Distrlct's agency action concerning Permit Application No.
990308-10. dated March 8. 1999. This action is taken pursuant to Rule 40E-1.606 and
Chapter 40E-40. Florida Administrative Code (F.A.C.).
Based on the lnformation provided. "District rules have been adhered to and a Surface
Water Management General Permit is in effect for this project subject to:
1. Not receiving a filed request for a Chapter 120. Florida Statutes. administrative
hearing.
2. the attached Standa~~ Limiting Conditions,
3. the attached 8 Special Conditions. and
4 the attached 5 Exhibit(s).
~JiCiJld you object to ~;,c.)c LOr,~ _. please refer to the attached "h~
Rights" which addresses the procedures to be follol^Jed if you ~~_':'~ a public hearing
or other review of the proposed agency action. Please contact this of~ice if you
have any questions concernina this matter. If we do not hear from you in accordance
Wltfl HlI? "N-- ~2 of Rlghts. we Wl il assume that you concur with tIle District's
actioll,
CERTIFICATE OF SERVICE
- ,lEREBY _"jloJ. ~_ _' ._ ;..,~ U2,:::r1 .;.~.!ed to the Perrmttee ~,and the
pers ns llsted in the attached dlstri6ution list) no later than 5:00 p.m. on thlS
16th day 01 A~~il 1999. in accordance with Section 120.60(3). Florida Statutes.
CertitlEcl r1dl! fJu 2286 :..lJ J:n
Enc 1 OsUr'es
SPECIAL CONDITIONS
1. MINIMUM BUILDING FLOOR ELEVATION: 22 FEET NGVD.
2. MINIMUM ROAD CROWN ELEVATION: 18 FEET NGVD.
3. DISCHARGE FACILITIES:
1-2' W X 3.1' L DROP INLET WITH CREST AT ELEV, 21' NGVD,
RECEIVING BODY : MASTER SYSTEM
CUNTROL ELEV : 17.5 FEET NGVD, /17.5 FEET NGVD DRY SEASON.
4. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION. SHOALING
~R WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR OPERATION OF THE
SURFACE WATER MANAGEMENT SYSTEM.
5. MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION AND/OR
TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER.
6. THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT ADDITIONAL WATER QUALITY
TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH MEASURES ARE
SHOWN TO BE NECESSARY.
7. FACILITIES OTHER THAN THOSE STATED" HEREIN SHALL NOT BE CONSTRUCTED WITHOUT AN
APPROVED MODIFICATION OF THIS PERMIT
8. OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE RESPONSIBILITY OF
INTERSTATE SIGN CRAFTERS. INC.
PROJECT: . INTERSTATE SIGN CFv.. fERS
PERMIT SUMMARY SHEET
APPLICATION NUMBER: 990308-10
PERMIT MODIFICATION NO.: 50-01081-S
LOCATION: PALM BEACH COUNTY, S9/T45S/R43E
OWNER: INTERSTATE SIGN CRAFTERS INC
ENGINEER: ICON DESIGN GROUP INC
PROJECT MEA:
2.53 ACRES DRAINAGE AREA:
2.53 ACRES
PROJECT USE: COMMERCIAL
FACILITIES:
1. EXISTING: The project site is located on the south side of Commerce Road
within High Ridge Commerce Park.
-
2. PROPOSED: The proposed surface water management system will serve a
commercial faCility. The water management system ~ll consist of
site grading and a catch basin that will direct all runoff to a
system of swales for water quality pretreatment. Runoff will pass
from the swales to the master system via a raised catch basin
adjacent to Commerce Road.
PROJECT LEVEL:
DRAINAGE BASIN: INTRP,COASTAL WATERWAY
RECEIVING BODY: EX!~TING SYSTEM
WATER QUALITY:
Water quality treatment is belng provided for a volume of water equal to one
half inch over the project area.
Basin
SIGN CRAFTERS
Method
.11 acres SWALE
Va 1 Va 1
Req'd. Prov'd
(Be- tt) (BC- ft)
.11 .11
ENVIRONMENTAL ASSESSMENT:
Extll b 1t L C--
APPLICATION NUMBER: 990308-10
ENVIRONMENTAL SUMMARY:
The proposed project is located within the previously permitted High Ridge
Comnerce Park (Perm'it No. 50-01081-5), specifically, lots 13 and 14 on Cedar
Ridge Road in Palm Beach County. Tliere are no wetlands or other surface waters
on the site and there are no wetland protection or mitigation requirements in
the permit for this parcel.
The proposed activities have been evaluated for potential secondary and
cumulative impacts and to determirre if the project is contrary to the public
interest. Based upon the proposed project design, the District has determined
that the project will not cause adverse secondary or cumulative impacts to the
water resources and is not contrary to the public interest.
TOTAL ACRES
WTRM ACREAGE
BUILD COVE,RAGE
PERVIOUS
IMPERVIOUS
TOTAL
PROJECT
2.53
.11
.52
1.34
.56
PREVIOUSL Y
PERMITIED
THIS PHASE
2.53 acres
.11 acres
.52 acres
1. 34 acres
.56 acres
COMMENTS:
1 . The proposed project is consistenl with the site grading arId land use
assumptions from ,":hp design of the master stormwater management system,
therefore. the surrace water management system for this project has not
been designed to limit discharge from the design storm to a specified rate.
DIVISIONAL APPROVAL:
OAT" 41(1/
Nl ;. " \t RESOURCE MAN,~GcMENT
.- / 'i
1/... . -..
~ "1. (. {,;1. /'1 ,.( j cl<-~ ,-
Am ta R. Sa 1 n
/ /.
DATE: 1-/ "; /';)
B
ExtlibH ~
~
EASTCOAST TESTING & ENGINEERING, INC.,
4100 NORTH POWERLlNE ROAD. SUITE G-1 "361 OKEECHOBEE BLVD.,- SUITE A-5
POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33"09
BROWARD (954) 97276"5 (SOIL) - DADE (305) 9"7"768 1-800- 32976"5 (SOIL) . (561) "718220
FAC/MILE., (954)-971-8872
ESTABLISHED 1981
September 08, 2003
Report of Engineering Evaluation For: J M S Design Inc"
Project : Proposed Interstate Sign Crafters
Location: 130 Commerce Road - Lot #13
Boynton Beach, Florida
Palm Beach County, Florida
Gentlemen:
As per your request EastCoast Testing & Engineering, Inc. performed the standard
penetration test borings at the above location on August 28, 2003. We are herein
submitting the results of our findings.
" A review of our boring logs shows that beneath the surface the upper level off;;l!:Psoils
are comprised of fine-medium grained sands little root and silt in-tJ.e top +/-1.0 feet ciftJepth.
Beneath this upperstratum our borings generally disclosed multifarious layers affine-medium
grained sands in a medium dense state of relative consolidation to a depth of +/-16.0 feet
below the existing surface grade elevation, These sand substrate extend past the terminal
depth of our subsurface investigation, sixteen feet maximum penetration.
In order to prepare the site to support construction designed for an allowable soil
bearing capacity of 2500 psf, we recommend the following procedures be implemented.
1. Clear and strip the proposed building pad area feet plus an extended perimeter of
five feet beyond any proposed wal/ footing or foundation element. Care should be taken so
as to insure the complete removal of any deleterious materials encountered including all
vegetation, stumps, roots, foreign material, debris, silts, clays or muck.
.
2. Once the excavation has been accomplished and approved by this office compact
the bottom of the excavated area insitu with ten, (10) perpendicular overlapping passes with
a twenty ton vibratory roller, (CA-2S1 or larger) until the bottom 2 feet of the excavation has
been compacted in excess of 98% of the material's modified maximum dry density as per
AASHTO T-180. Each pass of the roller should overlap the preceding pass by one half of the
width of the vibratory drum. Maximum speed of the roller should be 2 ft./second. For
optimum compaction efficiency we recommend that the soils be within +/-2% of optimum
moisture at the time of densification. The contractor shal/ exercise due care during the
performance of the compaction work due to vibrations within nearby buildings. If such
vibrations are not considered tolerable, then isolation trenches or other means of alternate
foundation techniques should be considered.
3. Once this has been accomplished and verified by our office, the proposed building
pad may be brought to construction grade utilizing clean granular fill, The fill may be placed
in lifts not to exceed twelve inches in compacted thickness. Each lift should be compacted
to a minimum density of 98% of the material's modified proctor density as per AASHTO T-180,
Clean granular fill shall be construed to mean granular material containing no more than 5%
by weight organic and clayey matter and no man-made debris, It shall be free of vegetation,
foreign material, roots, fiber, branches, leaves, and should not contain any rock and gravel
larger than 3 inches or 50% of the compacted layer thickness,
THRESHOLD/SPECIAL INSPECTIONS. SOIL. BORINGS. DENSITY. ASPHAL T. C~~& GEOTECHNICAL TESTING LABORA TORY _
~
EASTCOAST TESTING & ENGINEERING, INC.,
.SERVlNG SOUTH FLORIDA SINCE 1SJtl1.
1 - 800 - 32SJ .SOIL.
Page 2. Order #2305837
4, Suitable materials may be stockpiled at the site to be reused after approval and
testing by the Engineer, Following and during the clearing and excavation stage the area shall
be witnessed by an inspector from this laboratory for approval prior to selective backfilling.
No vibration shall take place in the vicinity of any existina structure as this may cause
localized damaae to nearby existina structures. The excavated surface and each 12" loose
lift of imported fill material within the footing and slab areas shall be tested to within 98% of
the Soils Modified Maximum Dry Density as per AASHTO DESIGNA TlON T-180 inspected by
this laboratory and verified with field density- moisture relationships.
. '
Footing embedment shall be of sufficient depth below the adjacent grade so as to
comply with all local and area building codes. Minimum footing widths of 18" and 36"
are recommended for continuous wall footings and individual column pads respectfully,
although they may not develop the full allowable bearing pressures. For purposes of this
report V(e have anticipated that the proposed bottom offooting elevation will be similar to.the
.. . .
elevation of the site at the time of our investigation.
Foundation elements may be designed as isolated footings or as a monolithic type of
foundation/slab system as long as ample consideration is given to the increased shear
stresses inherent in monolithic systems at the slab to footing interface. Surface compaction
specifications shall be verified utilizing in place density tests at the frequency of 1 test per 100
If of wall footing, and 1 test per column pad. Slab areas and undisturbed pad lifts may be
tested at the frequency of two tests per 2500 sf, but in no case less than 3 per lift.
The natural ground water table was discovered to exist at an elevation of +/-10.0 feet
below the existing natural ground surface at the time of our borings. Fluctuation in the
observed groundwater levels should be expected due to rainfall variations, seasonal climatic
changes, construction activity and other on-site specific factors.
The Standard Penetration Test ASTM D-1586
The Standard Penetration Test is the most commonly employed tool utilized to identify
in-situ subsurface soil conditions. The "N" values obtained from the boring provide an
accurate estimation of internal soil characteristics such as relative density, internal shear
strength, angle of internal friction, and the approximate range of the soil's unit weight. These
"N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140
pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided into
four six inch increments. The second and third increments are totaled to produce the "N"
value found on your report,
The Standard Penetration Test also allows for the recovery of soil samples which are
returned to our laboratory and visually examined and classified. The SPT samples are
available for laboratory testing if requested. Samples are generally held for 90 days unless
otherwise directed by the client.
THRESHOLD/SP.E.QAL INSPECTIONS. SOIL. BORIN~~~lTY~A~PJjAI", G._CONCRUE & GEOIECHNICAL TESTING LAJ~QR~ TORY
~
EASTCOAST TESTING & ENGINEERING, INC.,
-SERVING SOUTH FLORIDA SINCE 19S1"
1 - 800 - 3Zg "SOIL"
Page 3. Order #2305837
An approximate ground water table is obtained from the borehole upon completion
of the drilling procedures, This water table is useful in the general evaluation of particular soil
conditions, and may give the contractor some insight into what can be anticipated during
construction. It should be noted that the ground water level will fluctuate seasonally. This
level may also be affected by local drawdowns, soil conditions, and the watersheds
contribution to the underlying aquifer. It should not be construed to be a measure of the soils
permeability, or of the dewatering characteristics of the site.
Although the standard penetration test is one of the most reliable methods used to
identify soil characteristics and types, it may only represent a small fraction of the materials
actually deposited at the site. As is common industry practice, we have assumed a uniformity
of profile between borings to provide a subsoil profile for engineering purposes. This profile
is strictly based on the data obtained from the borings, and if unusual or varying conditions
are found we should be notified immediately,
A test is expressly representative of the immediate location tested, and the reliability
of the conclusions are a direct result of the quantity of tests performed. Any variation in
location may reveal similarly some changes in the depth, thickness, texture, and conditions
of the stratum encountered.
Unless specifically stated otherwise, and specifically directed and prearranged by the
client, all elevations are taken with respect to the existing ground surface at the time of
testing. Boring locations are usually obtained in the field by pacing off distances and
approximating right angles to landmarks and property corners. More precise locations may
be obtained from on site surveys and placement of the boring locations by a Land Surveyor,
Registered in the State of Florida. These services are provided at additional costs and are
beyond the scope of this report.
The data presented herein was obtained for the specific purposes stated in this report,
and should not be misconstrued to apply to any other circumstance, project, or ancillary use
unless so specified and addressed by the engineer of record.
Thank you for using EASTCOAST TESTING AND ENGINEERING, INC., for your
geotechnical needs. Should you need further assistance with this or any other project, please
contact this office.
Respectfully Submitted;
EASTCOAST TES~TNG G.INI5I5RING, INC./) A .
~ .. /:.. ~iIII
,~c, .pq~~ Craig S. Smith, President
Stat FI da #35683
~ /
~ecial . sp. No. 1177
fldata Iwpdocslspt\2305837.cs
rHRESHOLD/SP~L INSPECTIONS. SOIL. BORIN~~N~lr'(~A.sPJjAL LCONCREIE& GEQIECHNICAL TESTING LAfjQ8A TORY
~
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G-1
Pompano Beach, Florida 33073
Broward (954) 972-7645 (SOIL) - Dade (305) 947-4768 - FAX (954)-971-8872
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
(800) 329-7645 (SOIL) - (561) 471-8220
I ESTABLISHED 1981 I
TEST BORING REPORT
CVO: C.O,D,: po#:
LABORA TORY NUMBER: 2305837A OFFICE FAX #: 954-971-8872 BORING NUMBER: 1
CLIENT: J M S DESIGN, INC, CUSTOMER #:
PROJECT: PROPOSED INTERSTA TE SIGN CRAFTERS CREW CHIEF: HE
PROJECT LOCATION: 130 COMMERCE ROAD, LOT 13, BOYNTON BEACH, FL DRILLER: RM
BORING LOCA TlON: APPROX. 20' WEST & 375' SOUTH OF NE PROP. CORNER DRILL RIG#: F-250
GROUND WA TER: 10' DATE: 08/28/2003 ELEV: N/F CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: 1 PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICA TlON/AASHTO M145/ASTMD2487 N VALUES
1 1 GRAY FINE MEDIUM GRAINED SAND, TRACE OF ROOT & SIL T 2 4
2 2 WHITE FINE MEDIUM GRAINED SAND 10 6 8
3 7 7
4 19 12 12
5 13 8
6 3 BROWN FINE MEDIUM GRAINED SAND 14 6 6
7 4 TAN FINE MEDIUM GRAINED SAND 7 4
8 8 4 5
9 5 5
10 9 4 4
11 5 TAN FINE MEDIUM GRAINED SAND 4 4
12 8 4 4
13 6 3
14 6 LIGHT TAN FINE MEDIUM GRAINED SAND 5 2 1
15 2 1
16 BORING TERMINA TED AT 16' 3 2 2
STANDARD PENETRA nON TEST BORING: BLOWS PER FOOT ON 2" 0.0. SAMPLER WITH 140 LB. HAMMER FALLING 30"
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A. S.T.M. D 14521STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORA TORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND/OR
ENGINEER ARE ENCOURAGED TO VISUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL Y SUBMITTED,
EASTCOAS!,)fING & ENGINEERING, INC.,
!:gA hi!
CRAIG S. SMITH, PRESIDENT
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
~
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Power/ine Rd. - Suite G-1
Pompano Beach, Florida 33073
Broward (954) 972-7645 (SOIL) - Dade (305) 947-4768 - FAX (954)-971-8872
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
(800) 329-7645 (SOIL) - (561) 471-8220
I ESTABLISHED 1981 I
TEST BORING REPORT
CVO: C,O,D.: po#:
LABORA TORY NUMBER: 2305837B OFFICE FAX #: 954-971-8872 BORING NUMBER: 2
CLIENT: J M S DESIGN, INC. CUSTOMER #:
PROJECT: PROPOSED INTERSTA TE SIGN CRAFTERS CREW CHIEF: HE
PROJECT LOCATION: 130 COMMERCE ROAD, LOT 13, BOYNTON BEACH, FL DRILLER: RM
BORING LOCA TlON: APPROX. 80' WEST & 375' SOUTH OF NE PROP. CORNER DRILL RIG#: F-250
GROUND WA TER: 10' +/- DATE: 08/28/2003 ELEV: N/F CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BnOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: 2 PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICA TlON/AASHTO M145/ASTMD2487 N VALUES
1 1 GRA Y FINE MEDIUM GRAINED SAND, LITTLE ROOT & SIL T 1 2
2 2 GRA Y FINE MEDIUM GRAINED SAND 4 2 4
3 5 7
4 3 WHITE FINE MEDIUM GRAINED SAND 18 11 10
5 11 14
6 25 11 10
7 4 BROWN FINE MEDIUM GRAINED SAND 8 8
8 (6'-7,5') 14 6 5
9 5 TAN FINE MEDIUM GRAINED SAND 5 5
10 (7,5'-10') 11 6 6
11
12
13
14 BORING TERMINA TED AT 10'
15
16
STANDARD PENETRA TlON TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 3D"
SOIL IN VESTIGA TION AND SAMPLING BY AUGER BORINGS: A.S. T.M. D 1452/STANDARD PENETRA nON TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNA TlON D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORA TORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND/OR
ENGINEER ARE ENCOURAGED TO VISUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL Y SUBMITTED,
EASTCOn TESTING & ENGINEERING, INC.,
(gArrl! ,
CRAIG S. SMITH, PRESIDENT
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
~
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G-1
Pompano Beach, Florida 33073
Broward (954) 972-7645 (SOIL) - Dade (305) 947-4768 - FAX (954)-971-8872
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
(800) 329-7645 (SOIL) - (561) 471-8220
I ESTABLISHED 1981 ]
TEST BORING REPORT
CVO: C.O,D.: po#:
LABORA TORY NUMBER: 2305837C OFFICE FAX #: 954-971-8872 BORING NUMBER: 3
CLIENT: J M S DESIGN, INC. CUSTOMER #:
PROJECT: PROPOSED IN TERSTA TE SIGN CRAFTERS CREW CHIEF: HE
PROJECT LOCA TION: 130 COMMERCE ROAD, LOT 13, BOYNTON BEACH, FL DRILLER: RM
BORING LOCA TlON: APPROX. 50' WEST & 275' SOUTH OF NE PROP. CORNER DRILL RIG#: F-250
GROUND WA TER: 10' +/- DATE: 08/28/2003 ELEV: N/F CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: BEG: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: 3 PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICA TlON/AASHTO M145/ASTMD2487 N VALUES
1 1 BROWN FINE MEDIUM GRAINED SAND 1 2
2 5 3 4
3 6 7
4 2 DARK GRA Y FINE MEDIUM GRAINED SAND 15 8 9
5 (3'-4.5') 13 20
6 3 WHITE FINE MEDIUM GRAINED SAND 44 24 25
7 (4,5'-9~ 16 15
8 26 11 10
9 10 9
10 4 LIGHT TAN FINE MEDIUM GRAINED SAND 18 9 7
11 6 6
12 12 6 6
13 5 LIGHT TAN FINE MEDIUM GRAINED SAND 4 3
14 6 3 2
15 2 3
16 BORING TERMINA TED AT 16' 5 2 3
STANDARD PENETRA nON TEST BORING: BLOWS PER FOOT ON 2. 0.0. SAMPLER WITH 140 LB. HAMMER FALLING 30"
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNA TlON D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LAB ORA TORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND/OR
ENGINEER ARE ENCOURAGED TO VISUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL Y SUBMITTED,
EASTCOA~T TE ~/NG & ENGINEERING, INC.,
irf/. ,,/
CRAIG S. H, PRESIDENT
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRmEN AUTHORIZATION IS PROVIDED
~
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G-1
Pompano Beach, Florida 33073
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
Broward (954) 972-7645 (SOIL) - Dade (305) 947-4768 - FAX (954)-971-8872 (800) 329-7645 (SOIL) - (561) 471-8220
I ESTABLISHED 1981 I
TEST BORING REPORT
CVO: C.O.D.: PO#:
LABORA TORY NUMBER: 2305837D OFFICE FAX #: 954-971-8872 BORING NUMBER: 4
CLIENT: J M S DESIGN, INC. CUSTOMER #:
PROJECT: PROPOSED IN TERSTA TE SIGN CRAFTERS CREW CHIEF: HE
PROJECT LOCA TION: 130 COMMERCE ROAD, LOT 13, BOYNTON BEACH, FL DRILLER: RM
BORING LOCA TION: APPROX. 50' WEST & 180' SOUTH OF NE PROP. CORNER DRILL RIG#: F-250
GROUND WA TER: 10' +/- DATE: 08/28/2003 ELEV: N/F CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: 4 PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICA TlON/AASHTO M145/ASTMD2487 N VALUES
1 1 GRA Y FINE MEDIUM GRAINED SAND, TRACE OF ROOT & SIL T 1 2
2 (0'-2.57 5 3 6
3 12 21
4 2 WHITE FINE MEDIUM GRAINED SAND 49 28 20
5 (2,5'-5') 13 9
6 3 BROWN FINE MEDIUM GRAINED SAND 17 8 6
7 7 5
8 8 3 3
9 4 TAN FINE MEDIUM GRAINED SAND 2 3
10 7 4 6
11 7 5
12 9 4 3
13 5 LIGHT TAN FINE MEDIUM GRAINED SAND 3 3
14 6 3 3
15 3 5
16 BORING TERMINA TED AT 16' 11 6 4
STANDARD PENETRA TION TEST BORING: BLOWS PER FOOT ON 2" 0.0. SAMPLER WITH 140 LB. HAMMER FALLING 30.
SOIL INVESTIGA nON AND SAMPLING BY AUGER BORINGS: A.S. T.M. D 1452/STANDARD PENETRA nON TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNA TlON D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LAB ORA TORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND/OR
ENGINEER ARE ENCOURAGED TO VISUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL Y SUBMITTED,
EASTCOA~r ~/NG & ENGINEERING, INC.,
'A?rJJ v
CRAIG S. ITH, PRESIDENT
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
~
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G-1
Pompano Beach, Florida 33073
Broward (954) 972-7645 (SOIL) - Dade (305) 947-4768 - FAX (954)-971-8872
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
(800) 329-7645 (SOIL) - (561) 471-8220
I ESTABLISHED 1981 I
TEST BORING REPORT
cVO: C.O.D.: PO#:
LABORA TORY NUMBER: 2305837E OFFICE FAX #: 954-971-8872 BORING NUMBER: 5
CLIENT: J M S DESIGN, INC. CUSTOMER #:
PROJECT: PROPOSED INTERSTA TE SIGN CRAFTERS CREW CHIEF: HE
PROJECT LOCA TION: 130 COMMERCE ROAD, LOT 13, BOYNTON BEACH, FL DRILLER: RM
BORING LOCA TlON: APPROX. 90' SOUTH & 80' WEST OF NE PROP. CORNER DRILL RIG#: F-250
GROUND WA TER: 10' +/- DATE: 08/28/2003 ELEV: N/F CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.f.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: 5 PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICA TlON/AASHTO M145/ASTMD2487 N VALUES
1 1 BROWN FINE MEDIUM GRAINED SAND 1 2
2 (0'-1.5') 5 3 6
3 2 TAN FINE MEDIUM GRAINED SAND 10 10
4 (1,5'-5? 20 10 7
5 6 6
6 3 LIGHT TAN FINE MEDIUM GRAINED SAND 11 5 4
7 4 4
8 8 4 4
9 4 5
10 4 TAN FINE MEDIUM GRAINED SAND 10 5 6
11 4 6
12 9 3 3
13 3 2
14 5 TAN FINE MEDIUM GRAINED SAND 4 2 1
15 2 2
16 BORING TERMINATED AT 16' 4 2 1
STANDARD PENETRA TlON TEST BORING: BLOWS PER FOOT ON 2" 0.0. SAMPLER WITH 140 LB. HAMMER FALLING 30"
SOIL INVESTlGA nON AND SAMPLING BY AUGER BORINGS: A.S. T,M. D 1452/STANDARD PENETRA nON TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNA TlON D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORA TORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND/OR
ENGINEER ARE ENCOURAGED TO VISUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL Y SUBMITTED,
EASTCOASJ1EJTlNG & ENGINEERING, IN~.,
Udrirl/
CRAIG S.~i1, PRESIDENT
..~
e BLANC, V.P. P.E.,
RIDA REGISTRA TION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRIITEN AUTHORIZATION IS PROVIDED
----
~
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G-1
Pompano Beach, Florida 33073
Broward (954) 972-7645 (SOIL) - Dade (305) 947-4768 - FAX (954)-971-8872
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
(800) 329-7645 (SOIL) - (561) 471-8220
I ESTABLISHED 1981 I
TEST BORING REPORT
cVO: C.O.D.: PO#:
LABORA TORY NUMBER: 2305837F OFFICE FAX #: 954-971-8872 BORING NUMBER: 6
CLIENT: J M S DESIGN, INC. CUSTOMER #:
PROJECT: PROPOSED INTERSTATE SIGN CRAFTERS CREW CHIEF: HE
PROJECT LOCATION: 130 COMMERCE ROAD, LOT 13, BOYNTON BEACH, FL DRILLER: RM
BORING LOCA TION: APPROX. 20' WEST & 90' SOUTH OF NE PROP. CORNER DRILL RIG#: F-250
GROUND WA TER: 10' +/- DATE: 08/28/2003 ELEV: N/F CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: 6 PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICA TlON/AASHTO M145/ASTMD2487 N VALUES
1 1 GRA Y FINE MEDIUM GRAINED SAND 2 6
2 2 BROWN FINE MEDIUM GRAINED SAND 10 4 5
3 (1'-3.5? 4 4
4 7 3 3
5 3 LIGHT TAN FINE MEDIUM GRAINED SAND 2 5
6 (3.5'-5.5? 11 6 6
7 4 LIGHT TAN FINE MEDIUM GRAINED SAND 5 4
8 (5.5'-10? 8 4 4
9 4 4
10 10 6 4
11
12
13
14 BORING TERMINA TED AT 10'
15
16
STANDARD PENETRA TlON TEST BORING: BLOWS PER FOOT ON 2" 0.0. SAMPLER WITH 140 LB. HAMMER FALLING 30.
SOIL INVESTIGA nON AND SAMPLING BY AUGER BORINGS: A.S. T.M. D 1452/STANDARD PENETRA nON TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNA TlON D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORA TORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS, THE OWNER. ARCHITECT AND/OR
ENGINEER ARE ENCOURAGED TO VISUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL Y SUBMITTED,
EASTCOA?;T}fTlNG & ENGINEERING, INC.,
S:gA TtIJ
CRAIG S. SMITH, PRESIDENT
...-.-/
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED