APPLICATION
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SITE PLAN APPROVAL APPLICATION
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City of Boynton Beach, Florida
Planning and Zoning Board
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This application must be filled out completely and accurately and
submitted in one (1) copy to the Planning Department. Incornpl~te
applications will not pe processed.
Please print legibly or type all information.
I. GENERAL INFORMATION
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1. Project Name:
HOME DEPOT BOYNTON BEACH
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2.
Date this application is accepted:
(to be filled out by Planning Dept.)
Applicant's name (person or business entit~ in whose name
this application is made):
TRADEWINDS DEVELOPMENT CORPORATiON
3.
Address:
902 CLINT MOORE ROAD
BOCA RATON} FL 33487-28L.6
407-99Q-3133
Phone:
Agent's Name (person, if any, representing applicant):
DAVID FLINCHUM} STANLEY CONSULTANTS
Address:
2000 LOMBARD STREET
WEST PALM BEACH} FL 33407
L~07-8l12-7444
Phone:
5. Property OWner's (or Trustee's) Name:
SAME AS APPLICANT
Address:
Phone:
6. Correspo:'ldence addre..:;s (if different than applicallt or
agent)*:
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* This is the address to which all agendas,
letters, and other materials will be mailed.
Planning Dept. 1/89
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7.
What is applicant's interest in the premises affected?
(Owner, buyer, lessee, builder, developer, contract
purchaser, etc.) OWNER
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8. Street address or location of site:
NORTHWEST CORNER, 1-95 AND WOOLBRIGHT ROAD
9.
Legal description of site
08-43-45-29-01-046-0010
08-43-45-29-01-047-0020
and property control #:
08-43-45-29-01-048-0050
08-43-45-29-01-044-0010
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LEGAL DESCRIPTION ATTACHED
10. Intended use(s) of site: RETAIL/WAREHOUSE HOME
IMPROVEMENT CENTER
11. Developer or builder: TRADEWINDS DEVELOPMENT CORP
12. Architect: GREENBERG FARROW
13. Landscape Architect: STANLEY CONSULTANTS
14. Site Planner: GREENBERG FARROW
15. Engineer: STANLEY CONSULTANTS
16. Surveyor: CAULFIELD AND WHEELER
17.
18.
19.
Traffic Engineer: BARTON ASCHMAN
Has a site plan been previously approved by the City
Commission for this property? YES I
Estimated construct~QPfosts of proposed improvements shown
on this site plan: ~L, MILLION
Planning Dept. 1/89
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!I . SITE DAT"
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The following information must be filled out below and must
appear, where applicable, on all six (6) copies of the site plan.
1.
Land Use Cateaory shown in
the Comorehensive Plan
2.
3.
Zonina District
peD
Area of Site
-10.526
4. Land Use -- Acreaae Breakdown
a. Residential, including
surrounding lot area or
grounds
b. Recreation Areas *
(excluding water area)
c. Water Area
Commercial
acres 458,513
acres
acres
acres
10.5 26 acres
100
C. Commercial
e. Industrial
f. Public/Institutional
g. Public, private and
Canal rights-of-way
h. Other (specify)
i. Other (specify)
acres
acres
acres
acres
acres
sq. ft.
% of site
('
% of site
% of site
% of site
% of site
% of site
% of site
% of site
% of site
% of site
j. Total area of site
10.526 acres
100
* Including open space suitable for outdoor recreation,
and having a minimum dimension of 50 ft.. by 50 ft.
5. Surface Cover
a. Ground floor building 102.250 sg. ft.
area ("building footprint")
22.3
b. Water area sq.ft.
c.
Other impervious areas,
including paved area of
public & private streets,
paved area of parking
lots & driveways (ex-
cluding landscaped areas),
and sidewalks, patios,
decks, and athletic
courts. 258.862
sg.ft.
~h ~
% of site
% of site
% of site
C. To~al impervious area
% of site
361,112 sq.ft.
78.8
e. Landscaped area 18, 168
inside of parking lots
(20 sq. ft. per interior
parking space required-
see Sec. 7.5-35(g) of
'. Landscape Code).
Planning Dept. 1/89
sq.ft.
3.9
% of site'
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........ 79,233 17.3
.e Other landscaped areas, sq. ft. \ of site
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excluding water area 1..
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g. Other pervious areas,
including golf courses,
natural area~, yards, and
swales, but excluding
water areas sq. ft. \ of site
h. Total pervious areas 97.401 sq. ft. 21.2 !ti of site :.,'
i. Total area of site 458.513 sq. ft. 100 % of site
.../
6. Floor Area
Residential ft. I
a. sq.
t-
b. Commercial/Office 102,250 sq. ft.
c. Industrial/Warehouse sq. 'ft.
d. Recreational sq. ft.
e. Public/Institutional sq. ft.
~ Other (specify) sq. ft. I
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g. Other (specify)
sq. ft..
h. Total floor area 102,250 sq. ft.
7. Nmnber of Residential Dwellincr Uni ts
a. Single-family detached dwelling units
b. Duplex dwelling units
c. Multi-Family (3 +
attached dwelling units)
'1 ) Efficiency dwelling units
'2 ) 1 Bedroom dwelling units
(3 ) 2 Bedroom dwelling units
(4 ) 3+ Bedroom ~welling units
d. Tot:al multi-family dwelling units
e. Total number of dwelling units
8.
Gross Densitv
dwelling units per acre
9.
Maximum heiqht of structures on site
34
feet
1
stories
10. Recruired off-street narkinq
a. Calculation of required
number of off-street
parking spaces
b. Off-street parking spaces
provided on site plan
1 space per 200 SF
Gross floor area retail~512
1 soace oer 5000 SF qross
555 spaces including 12 handicappe
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Planning Dept. 1/89
Floor area outdoor sales = 4
Total - 516
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IV. ~..!SCE!XANEOUS
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The following materials must be subrr~tted ~in one (1) copy:
l..,
(check)
X 1. A check, payable to the City of Boynt~n Beach, as per
the attached fee schedule.
NjA 2. For projects that generate at least three thousand
(3,000) vehicle trips per day or two hundred and fiftYJ
(250) single directional vehicle trips in a one (1)
hour period, a traffic impact analysis must be submitted
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3.
Any other engineering and/or technical data, as may be
required by the Technical Review Board to determine
compliance with the provisions of the City's Code of
Ordinances.
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V. CERTIFICATION
(r) (We) understand that this application and all papers and
plans submitted herewith become a par~ of the permanent
records of the Planning and Zoning Board. (I) (We) hereby
certify that the above statements and any statements or
showings in any papers or plans submitted herewith ,are true
to the best of (my) (our) knowledge and belief. This
applicat n will not be accepted unless signed accorcing to
the in uctions below.
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Signa~ure 0= Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
VI. ::~ff
Signa~ure 0: Authorized Agent
10/20/89
Dat.e
. /p-2er-$7
Date
=)
above signed person as (my) (ou
agent in regard to this application.
Sig a~u_e 0: Owner(s) or Trust.ee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
10/20/89
Dat.e
SPACE BELOW TEIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received:
'l'ech::ical. Review Bcare
Planning & Zoning Board
Comm~~ity Appearance Board
City Commission
Date
Date
Date
Da t-€
StipUlations of Final Approval:
Other Government Agencies/Persons to De contacted:
Additional Remarks:
Planning Dept 1/89
LEGAL OESCRIPTIQN'
A PARCEL OF LAND SITUATE IN SECTION 26. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM
BEACH COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SODTHEAST CORNER OF SAID SECTION 26, THENCE ALONG THE EAST
LINE OF SAID SECTION 26 N01-34.16"W, A DISTANCE OF 1B9.66 FEET: THENCE
DEPARTING SAID EAST LINE AND PERPENDICULAR TO THE PRECEDING COURSE SBS.25'44"H.
A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING.
FROM THE POINT OF BEGINNING; THENCE SSS-5Q.'25"W. A DISTANCE OF 451.9B FEET;
THENCE S77-30'21"W, A DISTANCE OF 324.66 FEET; THENCE NOO.09'S5"W, A DISTANCE
OF 550.35 FEET: THENCE SSS.SO'2S"W, A DISTANCE OF 177.64 FEET TO THE BEGINNING
OF A NON-TANGENT CURVE HAVING A RADIUS OF 1851.74 FEET, FROM WHICH A RADIAL
LINE BEARS SS4.1S'01"W; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
SUBTENDING A CENTRAL ANGLE OF 00-57'52", A DISTANCE OF 31.17 FEET TO THE
BEGINNING OF A NON-TANGENT LINE; THENCE NS9-50'2S"E, A DISTANCE OF 519.24 FEET;
THENCE NOO-09'35"W, A DISTANCE OF 93.00 FEET; THENCE NB9.S0'2S"E. A DISTANCE OF
381.67 FEET; THENCE SOO-OS'35"E, A DISTANCE OF 60.00 FEET; THENCE N89.S0'2S"E,
A DISTANCE OF 85.74 FEET; THENCE S01-S4.16"E, A DISTANCE OF 292.S5 F.EET; THENCE
S8B'25'44"W, A DISTANCE OF SO.OO FEET; THENCE S01-S4"16"E, A DISTANCE OF 250.98
FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 10.526 ACRES OF LAND MORE OR LESS.
STANLEY CONSULTANTS
OF FLORIDA, INC.
ENGINEERS # ~u . SURVEYORS
aaoo LOMBARO IITIIUT. WEST PlUM IlEAC", FL 334Cl7 14Cl7) 142.7.....
DRAMN DATE
K.') .w. 10,24.8<=1
CHEQ(ED , SCAI..E
'ST'}Z. NDNE.
DfWfIN6 NO.
~ S - l:li.s> P e..Sc:...-
LE~AL DE.s.c.R\PTIOt4
t--\OMc. DEPOT. Pl-\A.-5.E.
~L~IZ'c.~1 PL~ F:O.P,
(SEAL.)
ENGINEERING TESTING COMPANY
7SI Centl8IlnduItrIaI Dr. . RIvIera Beech, florida 33404 · (305) 848-04015
ORDER NO:
REPORT NO:
DATE:
89-6265
6636
10/24/89
UNIVERSAL
Client:
Exfiltration Test # 1
South Florida Water Management District - Usual Open Hole Test Method
Home Depot. U.S.A.
2727 Paces Ferry Rd.
Atlanta, GA 30339
Attn: Clyde Lofstad
Tradewinds, Boynton Beach, FL.
Project:
Date Tested: 10/24/89
Test Profile
O'
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Lt. Grey, Fine SAND
Trace Roots
Lt. Brown, Fine SAND
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61
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Brown, Fine SAND
K= 40
~d(2H22+4H2Ds+H2d)
Location: Per site plan provided by
Stanley Consultants
Approx. 90 ft. N of Woolbright Rd. EOP
400 ft. E of West Property line.
Note: GWT encountered at 13 ft. at test
boring location. 6 ft. assumed for
calculation purposes.
F=
Q=
d=
H2= 6
Elev. A= 6
Ds= 0
2. 1
0.0047
.38
{assum}
Flow Rate - Gal./Minute
Flow Rate - Cu.Ft./Second
Diameter of Test Hole-Ft.
Depth of Water Table-Ft.
Depth of Test Hole-Ft.
Depth of Saturated Hole-Ft.
K= 2.1 X 10-4 Hydraulic Conductivity
Cu. Ft./Second FT2_Ft. Head
Dru::
CR
UNIVERSAL ENGINEERING TESTING COMPANY
11Ie OrtIIMICIf .. R..... _ ..... ..... ........... ..... lit' .. AIJoN RegIa__
~In A II _..... Rule 21H.1L 11. CMpW 4". FlofIdlI 'ta....
Technician:
ENGINEERING TESTING COMPANY
75fflc.rtraJ Industrial Dr.. Rlvlera8each, F101ida33404. (305)84&4015
UNIVERSAL
ORDER NO:
REPORT NO:
DATE:
89-6265
6636-A
10/24/89
Exfiltration Test # 2
South Florida Water Management District - Usual Open Hole Test Method
Home Depot. U.S.A.
2727 Paces Ferry Rd.
Atlanta, GA 30339
Attn: Clyde Lofstad
Client:
Project:
Tradewinds, Boynton Beach, Fl.
Date Tested:
10/19/89
Test Profile
O'
,10, ....
" ...
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,..... ,J ,
. 4' ~,
Lt. Grey, Fine SAND
Trace Roots
..., 10'
: ",' ..
I, ......
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',."', ': .
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.,.', ..
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\ '., Lt. Brown, Fine SAND
.' I t ~'
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6'
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Brown, Fine SAND
K= 40
nd(2H22+4H2Ds+H2d)
F=
Q=
d=
H2=
Elev. A=
Ds=
Location : Per site plan provided by
Stanley Consultants
Approx. 600 ft. N of Woolbright Rd. EOP
400 ft. E of West property line.
Note: GWT encountered at 13 ft. below grade
at test borings location. 6 ft. assumed
for calculation purposes.
CR
1.13
0.0025
.38
6 (assum)
6
o
Flow Rate - Gal./Minute
Flow Rate - Cu.Ft./Second
Diameter of Test Hole-Ft.
Depth of Water Table-Ft.
Depth of Test Hole-Ft.
Depth of Saturated Hole-Ft.
K=
1.1 x 10-4Hydraulic Conductivity
Cu. Ft./Second FT2_Ft. Head
Technician:
UNIVERSAL ENGINEERING T-ESTING COMPANY
The 0ItIIMl at .... IIepert _ ..... .... ........... Sealed by .. Abaft fleglalllnlcl
e.....-In " D u....._ wllII fIuIe Z1H.tL t t. CIuIpIer 4". FIarIcIe ..._
ENGINEERING TESTING COMPANY
7S1 Centlallndustrlal Dr. . RMera Such, Florida 33404 · (305) 84&04015
UNIVERSAL
ORDER NO:
REPORT NO:
DATE:
89-6265
6636 - B
10/24/89
Exf1ltrat1on Test # 3
South Florida Water Management District - Usual Open Hole Test Method
Home Depot. U.S.A.
2727 Paces Ferry Rd.
Atlanta, Ga. 30339
Attn: Clyde Lofstad
Tradewinds, Boynton Beach, Fl.
Cl1 ent:
Project:
Date Tested:
10/19/89
Test Profll e
; "::':::: Lt. Grey Fine SAND
.~::~: Trace Roots
" .",.
'.t:. ...
.., I'
. ,
.' ,
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... ."'..
.1. ,...
:....., Lt. Brown Fine SAND
.' ~ . ..'
~ " ....
,10 .,
: f.~ l too
I . I
" .
" 61,,".
..t.:.. Brown, Fine SAND
""" ...
61 ;,,6.,ilL:
O'
K= 40
~d(2H22+4H2Ds+H2d)
H2=
Elev. A=
Location: Per site provided by Stanley ConsultantSo =
Approx. 400 ft. N of Woolbright EOP S
and 200 E of West property line.
GWT at 13ft. below grade at test boring K=
location. 6 ft. assumed for calculation
purposes.
Note:
F=
Q=
d=
1. 10
Flow Rate - Gal./Minute
Flow Rate - Cu.Ft./Second
Diameter of Test Hole-Ft.
0.0024
0.38
6 (assumedpepth of Water Table-Ft.
6 Depth of Test Hole-Ft.
o Depth of Saturated Hole-Ft.
1 . 1 X 10-4 Hydrau 1i c Conduct i vi ty
Cu. Ft./Second FT2_Ft. Head
CR
UNIVERSAL ENGINEERING TESTING COMPANY
n. 0ttgIMt of .. ........ _ ...... ..... .....-- ..... by the AboN ...........
er...-In " 11.1:1". ....1IuIe 11...1..11, CMI*r 471, F\oItdoI ...-
Technician:
5 T K l LEY CON 5 U L TAN T S
DATE 10/30/89
DRAINAGE DESIGN
F.D.O.T. ZONE 10
PROJECT: HOHE DEPOT
JOB NO. 10336-0
THREE YEAR ONE HOUR STORH DESIGN CRITERIA
RATIONAL RUNOFF METHOD
* - DENOTES CORRUGATED METAL PIPE. ALL OTHERS ARE REINFORCED CONCRETE PIPE
( 'n' = 0.012 or 0.013 for R.C.P. / 'n': 0.024 for C.M.P. )
INLET (----- HYDRAULIC GRADE LINE -----)
S 1 L A C 1 T 1 S F E U L F S V D
1 Y E R 1 N U L L P 0 A L E 1
R P N E F C M 1 M 0 E H l 0 l A
U E G A A E S C H V E E l P M
C 1 C 1 * N N E
T H 1 Y A D 0
--- ----
no. ft. acre min. min. in/hr acre c.f.s. ft. ft. . ft. ft. ft. f/s in.
RUN NO. - 1
0001 C 210 0.38 0.680 10.00 2.44 6.81 0.26 1.76 16.46 14.94 14.81 0.13 0.063 1.43 15
, 0002 C 72 1.26 0.650 20.00 0.26 5.23 1.08 5.64 15.50 14.81 14.34 0.47 0.650 4.60 15
0003 C 133 0.98 0.800 20.26 0.40 5.21 1.86 9.69 15.50 14.34 13.38 0.96 0.725 5.48 18
0004 C 133 1.28 0.800 20.67 0.26 5.16 2.89 14.89 15.50 13.38 11.10 2.28 1.713 8.43 18
0005 C 70 1.24 0.800 20.93 0.18 5.13 3.88 19.90 15.50 11.10 10.64 0.46 0.660 6.34 24
0006 E 166 0.28 0.670 21.11 0.37 5.11 4.59 23.46 16.31 10.64 9.12 1.52 0.916 7.47 24
0007 E 40 0.19 0.570 21.48 0.14 5.08 4.70 23.83 16.65 9.12 9.00 0.12 0.288 4.85 30
DESIGN TAIL HATER ELEV. = 9.00
CONTROL EL. 9,00
RUN NO. - 2
0009 C 28 0.06 0.900 10.00 1.00 6.81 0.05 0.37 14.00 12.28 12.27 0.01 0.036 0.47 12*
0010 C 75 0.07 0.900 11.00 1.27 6.59 0.12 0.77 14.00 12.27 12.15 0.12 0.160 0.98 12*
0011 C 95 0.21 0.900 12.27 0.64 6.34 0.31 1.94 17.30 12.15 11.19 0.96 1.011 2.47 12*
0012 C 258 0.24 0.900 12.91 1.62 6.22 0.52 3.25 17.30 11.19 10.64 0.56 0.216 2.65 15
FLOWS INTO STRUC. NO. - 0006
0008 C 255 3.30 0.790 15.00
DESIGN TAIL HATER ELEV. : 9.00
CONTROl EL.
URY DETENTION AREA
0.49
5.88
RUN NO. -
2.61
3
15.34 16.14
13.63
9.00
4.63
1.816
8.68 18
REVISION DATES - 10/30/89,
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STANLEY CONSULT. .S
DF FLORID.... INC.
Lombard Center · 2000 Lombard St. 8HEET 1+0,
West Palm Beach, FI. 33407
(407) 842-7444 CALCULATED BY
Project No. / tJ 336 CHECKED BY
SCALE
-1-+-++-rl_--I-++--t---r-+ -+--I--r---++-+--H-+--i++--jl---I--j'--t-
-t-rl---I----I--j..,-..,..,l,''..,..-t''-'..'..'l"'.....''..'r..-'..t-..-..t--..",....'.''''..',..'..'....'''j''.'....'..'' ,.."..'''...,..''........l'''-..'..j..'.......t..-l.'..'-..'..)'..-'..l..'..'-l--r.'"'''''''','''''''-'''1''''''''''''' :"""'-1""'-1 ~
'.......'..-["'....'..'..1...- ,..712mL...,.z:.?hf&r.....t.F~IJ.1(..l.. I I I i i J j ',I i I -r-"az- 4ai~"1'''~f''''''
-t----;--J.lJ-L--+-i-t---~--I--I---r--I--l-.'i'--=1--r+- . ,--,--,' ; .
,--..,;....-..,1-.. '.., T,M,WLl~,-J..:.:....~QQ..p.."C>.FtD..,..::.,L..3q....bPI.k1.'m..'.. ,Jx..2y5..l...........-+..-....,..,..SL:..L..zv.'dQJ..l$,~4..-
Iii I I I I ! I , I : ~ I 3> b &~i j I I I I : I Ii'
-~
JOB-----=f!OOlE DEPOT
.3 OF S-
,4H A DATE ID - 2. ~-t!11
DATE
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"--j--..,L-,t,.......,,,..t',....,,....,t..,..,-,..~,,......_,~,..,_..,,j..,.."....,'1.....~.~6l.,.. 4..".......,t'.."....,.., ,...,...., ~"""" "';..'7#';'"''1''' "r'''../r,..~~~l.._,l..,j,..,....,!l..,....." '-',....,..L......,.,'j. ............1..."",.., _,..,,'_....:,__~_..,.....L_
, I ' , , , I . .:/ ;:}, , , '.,. I . .,..y FI reF . ',...
~t~~j~~.:~~;;t~;t.:;:~~j:-=t::::j-::t:-,,:t-LJ.:-Ll---,-kJ;~i--4:::1:::::":':j.!:ztt::t::i-=
, i ' , , ' , ' , i Ii' 2.65 5/tJtJ 'Y1,~", 7 qO /, , , i
H ~ N T MAN & ASS 0 CIA T E 5
PRESSURE AND FLOH ANALYSIS
PROJECT NUHBER:
NAME:
DESCRIPTION:
10336-2
HOME DEPOI
WATER OlST. SYST.
NO. OF TRIALS = 2 ACCURACY ATTAINED = 0
PIPE ~LOHRATE HEAD LOSS MINOR LOSS PUMP HEAO
NO. (GPH) (FT) (FT) (FT)
-------- --------- ---------- ---------
1 2100.00 0.00 0.00 0.00
2 2100.00 12.28 0.00 0.00
3 2100.00 19.91 0.00 0.00
4 2100.00 11.61 0.00 0.00
5 2100.00 8.79 0.00 0.00
5 2100.00 3.32 0.00 0.00
7 500.00 0.28 0.00 0.00
LINE NO. 8 15 SHUT OFt='
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~ ANT MAN & ASS 0 CIA T E S
PRESSURE AND FLOW ANALYSIS
PROJECT NUMBER:
NAME:
DESCRIPTION:
10336-2
HOME DEPOT
HATER DIST, SYST.
JUNCTION ELEVATION PRESSURE HYDRAULIC GRADE
NO. (FT) (PSI) (FT)
-------- --------- -------- ---------------
1 0.1 45.0 104.0
2 0.1 39.7 91.7
3 0.1 31.1 7'1.8
4 0.1 26.0 60.2
5 0.1 22.2 51.4
6 0.1 20.8 48.1
7 0.1 20.7 47.8
THE NET SYSTEM DEMAND = 2100 GPH
THE NET SYSTEM DEMAND = 2100 GPM
'"
H ~ NTH A N & ASS 0 CIA T E S
PRESSURE AND FLOW ANALYSIS
PROJECT NUMBER:
NAHE:
OESCRIPTION:
10336-2
HOME DEP01
HATER OIST. SYST.
SUMMARY OF INFLOWS(+) AND OUTFLOWS(-)
PIPE flOHRATE
NO. (CiPH)
1 2100.00
..
H ~ N T MAN & ASS 0 CIA T E S
PRESSURE AND FLDH ANALYSIS
PROJECT NUMBER:
NAHE.:
DESCRIPTION:
10336-2
HOME DEPOT
HATER OIST. SYST.
SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES
PIPE MINIMUMS PIPE MAXIMUMS
-------- --------
7 Z.O 3 8.13
13 8.6 4 8.6
5 8.6 5 8.6
SUMMARY or MINIMUM AND HAXIHUM HL/1000
PIPE MINIMUMS PIPE MAXIMUMS
-------- --------
7 2.3 3 33.2
6 33.2 4 33.2
~ 33.2 1 33.7.
SUMMARY OF MINIMUM AND MAXIMUM PRESSURES
PIPE MINIMUMS PIPE MAXIMUMS
-------- --------
7 ZO.7 1 45.0
6 20.8 2 39.7
5 22.2 3 31.1
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