CORRESPONDENCE
:1/21;2001 16:05 5613324626
COTTRELL
PAGE 01
illJ 1. 61{l1
-TrCil n ~ m i ttClI
Annv' S, Cottrell ~ As-,ocicrtes, Inc,
The Comea" Building, '!"9 Clemat;, Sheet, Sciie 600
P,O Bex '9058, We<+; Palm Beach, +=!o,.ida .!o3416
(561) 637-4600 Fax (561) 83'2,46,6
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11.'21/2001 15:05
5518324525
COTTRELL
PAGE 02
Anne! S. Cottrell ~ A....cx:ie!te<;, Inc.
The Come"u BuilJing, 319 Ck.""'tlS Street Suite txx'
PO 80x IQ058, \Wert POll", 8""J" p~ Wl16
(~61) 8~?4600 f",. (561) en,4&?6
November 21, 2001
nv 26 c
Lusia Galav
City of Boynton Beach
100 E, Boynton Beach Boulevard
PoBol\310
Boynton Beach, FL 33425-0310
Vi. Facsimile Transmission (742-62119)
BE: MobO StationlNortbwest Corner oftbe Intenec:tion of Woolbright Road and
Conerns Annue
Application. for Conditional Use and Site Plan Approval
Dear Ms. Ga1av
Please accept this letter as our request that the referenced Conditional Use and Site Plan
applications be placed on the TRe agenda for its December 4, 2001 meeting It is our
understanding that review by the TRe of these applications on the 41b will allow the appliCiltions
to be reviewed by the City Planning and Development Board at its meeting on December 26,
2001.
Should you have any questions, please feel free to contact me,
~~~
Anna S, Cottrell
11/21/2661 15:35 5618324626
COTTRELL
PAGE 61
T rClnsmitt~1
Ann~ S, CoHi'ell fr Associates, Inc.
The Co",.,," Building, :'119 Clem,,";' S":T'eet. Suite 600
p,O, Bo. 19058, 'We,'" P"lctl B8"~h.1=lo,..id,,, :;:;416
(561) 831,4600 f". (561) 831,46';16
NOV 2 6 2llOI
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,1/21/2001 15:35
5518324525
COTTRELL
PAGE 02
Anna S, Coi:t-rell ~ Associates. Inc,
The C""""," Building, 31Q C1emab St.noet, SVlte (xx)
PO 80x 19058 'We>t p..lm B....J" +=I.,..,J.. ~~p6
(561) 831.4600 Fax (561) &'74676
NOV !.. 6 2001
November 7,2001
Lusia Galav
Principal Planner
City of Boynton Beach
100 E, Boynton Beach Boulevard
PO Box 310
Boynton Beach, Florida 33425-0310
HE: APPLICATION FOR CONDmONAL USE AND SITE PLAN APPROVAL
MOBIL STATlONINORTBWEST CORNER OF THE INTERSECTION OF
CONGRESS AVENUE AND WOOLBRIGHT ROAD
Dear Lusia:
PI~e accept thIS letter as our request that the hearing by the Planmng and Zoning Board for the
referenced application be postponed We are requesting the application be heard in December,
2001 rather than November, to allow sufficient time for Mobil Oil to evaluate the
recommendations of the TRC relative to site and architectural design,
Your assistance in this matter is appreciated.
u::,~
Anna Cottrell
cc' Hennan Steinberg, Trammel Crow
~=~
Kimley-Horn
and Associates, Inc,
October 25, 200 I
047281001
.
Suile400
6012151S1reel
VeroBeach, Florida
32960
Laurinda Logan
City of Boynton Beach
Engineering Department
100 E, Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
(561) 742-6285
Re: Administrative Waiver Request
Mobil 02-ALS Woolbright & Congress
File #COUS 01-006
Dear Laurinda:
We are requesting the waiver for the above referenced project white pavement
striping on the project which differs from the City of Boynton Beach Standard
Drawing B-9800 I, note 9, which indicates white striping on asphalt and btack
striping on concrete, Due to the parking lot consisting of the both asphalt and
concrete pavement the standards would dictate two colors of striping, This request
will maintain continuity of the striping and the site,
Thc revised Paving, Grading and Drainage Plan and Site Plan has been revised
adding a note to indicate only white striping is to he utilized for parking stall
marking,
We appreciate your consideration of this waiver. You can reach me at (561) 794
4073 with any additional questions. comments, or requests for additional
infoffilation.
Sincerely.
KIMLEY-HORN AND ASSOCIATES, INC.
pef:f!=t;
cc: Herman Steinberg
Anna Cottrell
Wallace Perkins
(i\.-47~81001\WP\rOIlf{FSP\AdmWai\'er 2do<;
.
TEL 561 562 7981
FAX 561 562 9689
1~!24!2~~1 15:00
5513547382
FIRE LIFE SAFETY
PAGE Al
City of Boynton Beach
Fire Rescue Department
i
FIRE & LIFE AF~TY DIVISION
100 E. BOY ON /3EACH BLVD.
BOYNTON B ACIj/, FL 33435
TELEPHONE (561) 742-6600
FAX: (561) 3 ; -73t
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Fai
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,
To: Fe.tet Van Rens
From: Fire & Life Safety
Fax: ~ 61-~62-9689
!
,
Re.: H Test
Ourge+t IOFor Review
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· coimerts:
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The informaUon tairted in this facsimile transmission is privileged and confidential information intended only for use of
the individual na ed albove. If the reader of this message is nollhe intended recipient. you are hereby notified that any
dissemination, di lributlon or copying of this communication is strictly prohibited. If you have received this communication
in error, please n lity l.1~ immediately by lelephone and retum the originallransmisosion to us al the above address VIa the
US Postal Servic . Firs! Class Mail. Thank you,
Phon.:
Pag..,
2 including cover
Date:
10/24/01
cc:
OPlease Comment
OPlease Reply
DPlease Recycle
Per your request, attached is flow test for
2605 SW 15th Avenue. Original to follow by
mail with receipt for check.
10/24/01 WED 16:00 [TX/RX NO 6266J
~~ &"J. f.:".,. R.t .(.4C
FLOW TEST
,
!
Request Date[
I ,
Requested Frbm: i Peter Van Rens
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Telephone Nymb~r: 561-794-4073
; i
Facsimile Nutberj 561-562-9689
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Location: 2'05 ~W 15th Avenue (Woolbright Road)
1
j
10/16/01
Company:
Kimley-Horn
601 21st Street #400
Vera Beach, FL 32960
!
nCiu~e direction, street names, hydrant locations, intersections and main sizes)
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N I ! 2609 Quail , I N
I 2605 G
I i Ridge Plaza
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JvOdLBRIGHT ROAD (SW 15TH AVE)
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.. DIAGRAM ..
,
Hydrant 1: ,tati4 Reading: 66 psi
Hydrant 2: flow IReading: 46 psi -= 1141 gpm
Assign Date: I. 1~/17/01
Tested By: --4F III!Woznick
AVAILABLf OfM AT 20 PSI RESIDUAL:
I
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Residual Reading: 58 psi
Test Date: 10/17/01
Time Tested: 16:00 hours
2,9409J!!!1
10/24/01 WED 16:00 [TX/RX NO 6266]
'-'''1''/' i::"-"'-
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-"
STATEMENT OF SUBSURFACE CONDITIONS
MOBIL SITE 02-ALS
BOYNTON BEACH, FLORIDA
..,.
......
Ardaman & Associates, Inc.
OFFICES
.::_1
'..:::..1
Orlando, ::CeOa S Orange Avenue. Orlando FlOrida 32809, Phone (407) 855-3860
Bartow. ,525 Centennial Drive, Bar1ow. FlOrida 33831, Phorle (813) 533-0858
Cocoa. ~ 300 N, Cocoa Blvd.. Cocoa, FlOrida 32922. Phone (407) 632.2503
=ort Lauderdale, 3665 P2r': Central Boulevard. Nor1h. Pompano Beach, FlOrida 33064. Phone (305) 969-8788
Fort Myers. :9(1) Bavaria Road, FOr1 Mvers, FlOrida 33913. Phone 1813) 768-6600
Miami, 2608 W. 84th Street. Hialeah, FlOrida 33016. Phone (305) 825,2683
. --.-- ._, .. !,o_rt Char!()l1e,_7";O Tamiaml Trail. Unit 3. POr1 Charlotte. Florida 33954, Phone (813) 624-3393
- ,- - . ~ - 4 52--Phi:me4'407 -337-~-200:"';--_,"
'---Sarasota. ie'oo"Bee Ridge 'Roa'd, 'Sarasota~ Florida 34239.T'hone 81 922~3-526-
Tallahassee. 3175 West Tharpe Street. Tallahassee, FlOrida 32303. Phone (904) 576-6131
Tampa. 1-l06 Tech Boulevard. Tampa, Florida 33619. Phone (813) 620-3389
West Palm Beach, 2511 Westgate Avenue. Suite 10, West Palm Beach. Florida 33409, Phone (407) 687.8200
MEMBERS:
AS FE.
American Concrete Institute
American Society lor Testing and Malenals
American Consuhrng Engineers Council
Florida Ins1rtUle of Consuhina Enaineers
~.
......
Ardaman & Associates, Inc.
File No, 97-2115
June 9, 1997
GeOlec,,~,lco; ~nvJronmen1aJ and
Materiels C~:lsultants
Bovis Construction Corp,
c/o Mobil Oil Corp.
2255 Glades Road, Suite 444W
Boca Raton, Florida 33431
Attn: Mike Campbell
STATEMENT OF SUBSURFACE CONDITIONS
MOBIL SITE 02-AL5
BOYNTON BEACH, FLORIDA
,-"
Ardaman & Associates, Inc, has completed subsurface explorations
and studies of the above captioned project site requested and
authorized by you. We explored the general subsurface conditions
in order to evaluate their suitability for the proposed gasoline
service station and carwash facility, to obtain a measure of
pertinent engineering properties of subsurface materials, and to
provide ::-ecommendations for site preparation and foundation
design, Our work included Standard Penetration Test (SPT)
borings, auger borings and probes, a field permeability test and
engineering analyses, This report describes our explorations and
tests, reports their findings, and summarizes our conclusions and
recommendations.
-_.;
In summary, based on our explorations and studies, we conclude
that the soils on this site are adequate to support the proposed
construction on conventional spread foundations, provided that
the site is prepared as recommended in this report. Footings may
be proportioned for a maximum bearing stress of 2500 pounds per
square foot, They may bear either on the existing ground or on
fill or backfill, properly compacted, as described herein, For
foundations designed and constructed as recommended, we expect
maximum settlements less than ~ an inch. The settlements due to
the dead load of the structure should occur rapidly as it is
erected and should have virtually ceased by the time construction
is completed.
Our report has been prepared specifically for this project, It is
intended for the exclusive use of Bovis Construction Corp" Mobil
Oil Corp, and their representatives, Our work has used methods
and procedures consistent with local foundation engineering
practices, No other warranty, expressed or implied, is made, We
"- --~o--not -<Juaranj::ee .-proj~!:_t_.PerfDrmance_ in_any_respecti'-only..that. "__.__,~__
:11' - ~- ....-.&~..lftn:~~Oiil1"a~t:anaards-:QFProfessl.Onal~care--:'- ~~ _ .__~_-, ". :'~"''- ~,
. ; oJ
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2S" Westgate Avenue. Suite 10. Wesl Palm Beach. Florida 33409 Phone (561) 687.8200 FAX (561) 640-7375
':'~lces in: Bartow. Cocoa. Fort lauderi::ale i=ort Myers. MIamI. Ortando. Pon Chartone. Port St. Lucie. Sarasola. Tallahassee. Tampa, W Palm Beach
Page 2
-:-'";.
,J ,:
PROJECT DESCRIPTION
We have examined a site plan provided by you.. This plan shows
the proposed facility arranged on the site approximately as shown
on our Boring Location Plan, Figure 1, We understand that these
structures will have a combination of weight-bearing masonry
walls and isolated columns, For construction of this type, we
expect maximum wall loads on the order of 2 to 3 kips per lineal
foot and maximum column loads of about 75 kips,
We expect that finish grades on the ground floor will be within
1 to 2 feet of the existing ground surface,
SITE SURFACE CONDITIONS
The subject site is currently occupied by a Mobil gasoline
service station, We understand that the existing structures will
be razed and replaced with the proposed facility.
FIELD EXPLORATION
~;..:.,."#
To explore subsurface conditions at the site, two Standard
Penetration Test (SPT) borings were performed at the locations
shown on the Boring Location Plan, Figure 1, The SPT borings
were completed at depths of 15 feet below the existing ground
surface, This work was performed on June 4, 1997, The work was
performed in accordance with the procedures recommended in ASTM
D-1586, The boring logs and a description of our drilling and
testing procedures are included in the Appendix,
In addition to the SPT borings, three auger borings were
performed at the locations shown on Figure 1. Descriptions of
the soils encountered in the auger borings are given in the
Appendix,
The boring locations were laid out by our field crew by tape
measurements from existing site features, We estimate that the
actual boring locations are within about 5 feet of the locations
shown in Figure 1. If you need to know the boring locations more
accurately, we recommend that you retain a surveyor,
Our drillers examined the soil recovered from the SPT sampler and
maintained a log for each boring. The soil samples were taken to
our laboratory where they were inspected and classified using
nomenclature consistent with the Unified Soil Classification
.,c.:.::._Sy~~~m:-(J'.S~._}2:....:?~.a2L:c"-- The soil classifications and other
" ,",'~~~ - pert:":hlent:'""daLc.".-....bta-:in~;::,-;."'~our>-__exp lora t i <>ng--.and~-labor a tory;';;,"~::;;" --::--~ "~,;,.~
examinations and tests are reported on the boring logs in the . "
Appendix,
,:2)
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J
Page 3
The soil samples recovered from our explorations will be kept in
our laboratory for 60 days, then discarded unless you request
otherwise.
EXFILTRATION TESTS
In order to estimate the hydraulic conductivity of the upper
soils, a constant head exfiltration test was performed at the
location shown on Figure 1. The test was performed in accordance
with methods described in the South Florida Water Management
District (SFWMD) Permit Information Manual, Volume IV.
Descriptions of the soils observed in the exfiltration test
boreholes and the test results are presented in the Appendix.
SUBSURFACE CONDITIONS
The boring logs in the Appendix present'a detailed description of
the soils encountered at the locations and the depths explored.
The soil stratification shown on the boring logs is based on
examination of recovered soil samples and interpretation of the
driller's field logs. It indicates only the approximate
boundaries between soil types. The actual transitions between
adjacent soil strata may be gradual and indistinct.
As shown by the boring logs in the Appendix, the soils on the
site at the locations and the depths explored consist generally
of loose to medi~m dense fine silica sands to the termination
depths of our deepest borings at depth 15.0 feet.
GROUNDWATER CONDITIONS
Our drillers observed groundwater in the boreholes at depths that
ranged from 4.0 to 6.0 feet below the ground surface, as noted on
the boring logs in the Appendix. Fluctuations in groundwater
level on this site should be anticipated throughout the year due
to seasonal variations in rainfall, and other factors. We expect
that groundwater conditions are controlled by rainfall events.
Groundwater levels somewhat above the present levels should be
expected after periods of heavy rains.
DISCUSSIONS AND RECOMMENDATIONS
GENERAL
Based on the findings of our site exploration, our evaluation of
subsurface conditions, and judgment based on our experience with
-- -c-_","similar__projects~_we"conclude:.J:haLthe:..soils_=derlying this site
"-"'''=:- '- ciu-:"9ene-ral1Y-' sat~-sractVl.!Ii l:O~supj5orrt1ie--propo-se'd."E6i1stru'ct ~-on--~~-- "~
on conventional spread foundations. However, in our opinion, the
bearing capacity of the loose near-surface sands should be
improved in order to reduce the risk of unsatisfactory foundation
performance. The general soil improvement we recommend can be
accomplished simply by proofrolling the site with a heavy
..
..:-/
,
. ,
A P PEN D I X
STANDARD PENETRATION TEST BORING LOGS
Our borings describe subsurface conditions only at the locations
drilled and at the time drilled. They provide no information
about subsurface conditions below the bottom of the bo~eholes.
At locations not explored, surface conditions that dif:er from
those observed in the borings may exist and should be
anticipated.
The information reported on our boring logs is based on our
drillers' logs and on visual examination in our laboratory of
disturbed soil samples recovered from the borings. The
distinction shown on the logs between soil types is app~oximate
only. The actual transition from One soil to anothe~ may be
gradual and indistinct.
.'
The g~oLL~dwater depth shown on our boring logs is the water level
the driller observed in the borehole when it was drilled. These
water levels may have been influenced by the drilling procedures,
especially'in borings made by rotary drilling with bentonitic
drilling mud. An accurate determination of groundwater level
requires long-term observation of suitable monitoring wells.
Fluctuations in groundwater levels throughout the year should be
anticipated.
The absence of a groundwater level on certain logs indicates that
no groundwater data is available. It does not mean that no
groundwater will be encountered at that boring location.
-.,
'....:..-"
STANDARD PENETRATION TEST BORING LOG
BORING B-1
PROJECT: MOBIL SITE 02-AL5
FILE NO. 97-2115
BORING B-1
. ELEV: NI A
DRILLER: DG/SE
DA TE DRI LLED: 6/4/97
BORING LOCATION: S~E LOCATION MAP
WATER OBSERVED AT DEPTH 4.0 FEET
o...EVATIDN SOIL SYJoCBQ'...S
SAIoPLER SYN8QLS
DEPTH A.NO FIELD TEST DATA
SOIL DESCRIPTION
SA.t-PLE
'"
N
VALUE
o
ASPHALT 3" BASE 10~
LIGHT BROWN FINE SAND
~ 6/6 i;i:l..-y F-rNE ,.,.., 2
6/6
5 6/6
7/6 12
5/5
6/6 G~AYlSH BRO~ FINE SAND
6/6 3 12
7/E
~/5 SAME
</6
'/5 A 9
6/6
10
IS
tiS
6/6
6/5
DA;::iK -J:€DDISH BRQwk FINE siND .
5
12
BORING COMPLETED AT DEPTH 15 FEET.
FIELD TEST DATA AlE -BLOWS- /"IHCHES DRIVEN-. 140-l.B HAHI-ER. 30-INCH F.4LL.
Arc:laman Ii: Associ'.ates. .Inc.
STANDARD PENETRATION TEST BORING LOG
PROJECT: MOBIL SITE 02-AL5
BORING B-2
BORING LOCATION SEE LOCATION MAP
WATER DB SERVED AT DEPTH 4.0 FEET
ELEVATION SOIL SYMBOLS
SAMPLER SYN80LS
DEPTH AND FIELD TEST 0.... H.
o
SOIL DESCRIPTION
ASPHALT 2. BAsE io.
LIGHl BROWN FINE SAND
bARK BROWN SLIGHTLY ORGANiC FINE SAND
GRAYFINESANj ---.. . .
~ 4/6
4/6 GRAYISH 8RO~ FINE SAND
5 6/6
6/6
4/6 SAME
4/6
5/6
4/6
4/6 SAME
4/6
4/5
5/5
10
,.
_ _ i
15
:.;:
4/6
6/6
7/6
bARK FEObIS"H BROWN FINE SAND
BORING COMPLETED AT DEPTH 15 FEET.
FIELD TEST DATA ARE "a.OWS. /"INCHE9 DRIVEN". HO~B HAHl'ER. 3D-INCH FALL.
Ardaman' 0: Associates. Inc.
FILE NO. 97-2115
BORING B-2
.ELEV: NI A
DRI LLER: DG/SE
DATE DRILLED: 6/4/97
SA).fJLE
'"
N
VALUE
2
3
4 10
5
9
6 B
7
13
,~
.-
STANDARD PENETRATION TEST BORING LOG
BORING A-I
PRO-JECT: MOBIL SITE 02-AL5
FILE NO. 97-21 J5
BORING A-1
.ELEV. N/A
DAl LLER DG/SE
DATE DRILLED: 6/4/97
BORING LOCATION: SEE LOCATION MAP
WATER OBSERVED AT DEPTH 5.0 FEET
.,'.
ELEVATION I SOIL SYMBOLS SAJoPLE N
S~ SYMBOLS SOIL DESCRIPTION
DEPTH I AND FIELD TEST DATA '" VALUE
.-0 i ASPHALt
.~..... .. BASE
.... BROWN FINE SAND wITH SLIGHl PETRtx...EUM ODORS.
....
...
Gi:lAYISH 8i::10~ FiNE SA,ND
0-5 ~ ...
SAME
....
......
HUU
'-10 .1
BORING COMPLETED AT DEPTH 10 FEET.
FIELD lEST DATA ARE -EIl.OWS-rIHCHES DRIVEN-. 140-1..8 IiAHtoER. 30-INOi FALl.
Ardaman 6: Assoc i ates, Inc.
.:~
~~.;.~~~
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STANDARD PENETRATION TEST BORING LOG
BORING A-2
PROJECT: MOBIL SITE 02-AL5
FILE NO. 97-2115
BORING A-2
. ELEV: N/ A
DRILLER DG/SE
DATE DRILLED: 6/4/97
BORING LOCATION: SEE LOCATION MAP
WATER OBSERVED AT DEPTH 5.0 FEET
-
-.-."
ELEVA.TION SOIL SYMBOLS SAtoPLE N
SAtoPLEA $YNBOLS SOIL DESCRIPTION '" VALUE
DEPTH AND fIELD TEST DATA
...0 'i: A.SPHAL i
":~J! BAst ... - . ..
~ - BROWN F I HE sANti WITH SLlGHl PETRo....EUM ODORS
.....
~ ....
....
....
..
-5 ~ .
- BROWN FINE SAND WITH VERY SLIGHT PETROLEuM ODORS
L 10 T
<:;
BORING COMPLETED AT DEPTH 10 FEET.
FIELD lEST DATA ARE -BLOWS-'-INCHES DRIVEN-. J-40-LB HA'*'ER. 30-INOi F.ALL.
Ardaman Ii: ASSOciates. Inc.
> .~ ...
STANDARD PENETRATION TEST BORING LOG
BORING A-3
PRO-JECT: MOBIL SITE 02-AL5
FILE NO. 97-2115
BORING A-3
. ELEV. N/ A
ORILLER OG/SE
DATE DRILLED: 6/4/97
BORING LOCATION: SEE LOCATION MAP
WATER OBSERVED AT DEPTH 6.0 FEET
ELEVATICli SOIL SYMBOLS I SA)of)'lE N
SA.,pLER S YNBOLS SOIL DESCRIPTION '" VALUE
DEPTH AND tIELD TEST DATA
-0 GRASS "AND TOP "SOil
<0/.......; v -
BROWN FINE SAND.
..
f-
t- .
.. .
1-5
T ...
.....
~10 .,
;' '.:.;:!
BORING COMPLETED AT DEPTH 10 FEET.
FIELD TE9T DATA ARE "'El..OWS.rINCHE9 DRIVEN"'. HO-LB HA'*ER. 30-INOi FALL.
ArOaman &: Associates. Inc'.
,-
,
96
SFWMD
USUAL OPEN-HOLE TEST
o
Soil Deseri bon
0.0-0.2 Asphalt
0.2-0.8 Base
0.8-6.0 Brown Fine Sand
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K=
40
rrd(2H2 2+4H2Ds +H2d)
K. HYDRAUl,lC CONDUCT IVIT Y (CFS/FT.:1 _ FT. HEAD)
Q = "STABILIZED" FLOW RATE (CFS) 2.1,,10-3
d = DIAMETER OF TEST HOLE (FEET)
Hz = DEPTH TO WATER TABLE (FEED
DS= SATURATED HOLE DEPTH (FEET)
0.5
4,0
1.5
NOTES: 1) BOREHOLE COLLAPSED FROM 6,0' TO 5,5'
DURING TEST,
2) WATERTABLE ENCOUNTERED AT DEPTH 4.0'.
-5
9.2x10
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Waler Table
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,
...... Ardaman & Associates, Inc.
__ - .A GeOI.e,,",ce'. En""o"m.".al .....,
~ .. ...1....1. Conlvllanll
SUBSURFACE EXPLORATIONS
MOBIL SITE 02-AL5
BOYNTON BEACH. FLORIDA
~,_r
.
.
.
~
i' TEST LOCATIOH: AS PER PLAN.
.,.,..-..
....000
97 2115
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Page 6
File Name: ABC Fine Wines & Spirits
File No.: NWSP 99-007
preserved in place, or removed and replaced on the landscape plan.
38. The applicant will have to complete the land-clearing permit prior to
requesting the first building permit. The project should continue in
normal review process.
FORESTER/ENVIRONMENTALIST
Comments:
39. The applicant should indicate if the two existing Slash Pin ees will be
preserved in place, or removed and replaced on the la cape plan.
40. The applicant will have to complete the
requesting the first building permi
PLANNING AND ZONING
Comments:
41.
\\CH\MAIN\S ATA\Planning\SHARED\WP\PROJECTS\ABC FINE WINE & SPIR1TS\1ST REVIEW COMMENTS NWSP.doc
\
,
1./07/2001 14:54
%16324626
COTTRELL
P;.\GE 02
./
Anna S. CoH:rell &-< Associates, Inc.
The C""""" 8u,IJ;"9' ~IQ CIe"",b, Shvet:, Su,te (XX)
PO 80x 19055, 'Wan palm g",.och.1=l.mJ. =,16
(561) 5~(4600 fox (561) 83'(4&16
:"lovember 7, 2001
LUSII Galav
Principal Pl8Illler
City of Boynton Beach
100 E. Boynton Beach Boulevard
PO Box 310
Boynton Beach. Florida 33425-0310
RE: APPUCA TION FOR CONDITIONAL (lSE AND SUE PLAN APPROVAL
MOBIL STA ]'IONINORTHWEST CORNER OF THE INTERSECTION OF
CONGRESS A VENUE AND WOOLBRIGHT ROAD
Dear Lus1a:
Please accept this letter as our request that the hearing by the Planning and Zoning Board for the
referen<:ed application be postponed. We are requesting the application be heard in December.
200 I rather than November. to allow sufficient time for Mobil Oil to evaluate the
rC{;ommendations of the TRC relative to Site and aI"hitectural design.
Your assistance In this matter is appreciated.
c:r::~
Annll Cottrell
cc: Herman Steinberg. Trammel Crow
11(07/2001 14:54
5519324626
COTTRELL
PAGE 01
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