REVIEW COMMENTS
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DIVISION
MEMORANDUM NO. PZ 03-209
STAFF REPORT
TO
Chairman and Members
Community Redevelopment Agency and City Commission
FROM
Michael Rumpf
Planning and Zoning Director
Eric Lee Johnson, AICP ltY
Planner U
THRU
DATE
August 29, 2003
PROJECT NAME/NO
Marouf Carwash / (NWSP 03-011)
REQUEST
New Site Plan
PROJECT DESCRIPTION
Property Owner.
Mr Zuhair Marouf
Applicant:
Mr Zuhair Marouf
Location
A portion of lots 4 & 5 of Sam Brown Subdivision,
approximately 137 feet east of U.S. 1, north of Las
Palmas Avenue (see Exhibit "A" - Location Map)
Existing Land Use/Zoning
Local Retail Commercial (LRC) / Community Commercial (C-
3)
Proposed Land Use/Zoning
No change
Proposed Use:
Request site plan approval for the construction of
automated carwash facility
Acreage:
o 23 acres (9,908 square feet)
Adjacent Uses.
North A multi-family residential property zoned Community Commercial (C-3),
South Las Palmas Road right-of-way, and farther south is residential property (The
Harbors), zoned Infill Planned Unit Development (IPUD),
East: A single-family residential dwelling (Las Palmas development), zoned Single-family
Residential (R-1-AA), and
West: Developed commercial (Texaco Gas Station), zoned Community Commercial (C-3)
Staff Report - Marouf Carwash (NWSP 03-011)
Memorandum No PZ 03-209
Page 2
Site Characteristic: The subject property is currently zoned Community Commercial (C-3) and located
in the Sam Brown Jr Subdivision The Sam Brown Jr Subdivision was platted in
1924 with typical lot sizes that varied between five (5) acres to ten (10) acres.
Subsequent to platting, some of the original parcels had been subdivided to create
smaller parcels. The subject property is a rectangular-shaped tract of undeveloped
land located in Planning Area Number 1 of the Federal Highway Corridor Study On
May 15, 2001, the City Commission approved a variance (ZNCV 01-008) to allow
the development of a carwash facility on this 9,908 square foot parcel in lieu of the
15,000 square foot minimum lot area required by the C-3 zoning district. The
survey shows that a Royal and Sabal Palm tree are located on the property
BACKGROUND
Proposal.
Mr Beril Kruger of Beril Kruger Planning & Zoning Consultants is requesting new
site plan approval to construct an automated car wash and an accessory "knock-
down tent area" on the above-referenced lot (see Exhibit "B" - Site Plan) A car
wash is a permitted use in the C-3 zoning district. The site had been previously
approved for an automated mechanical carwash in January 2002 (NWSP 01-017)
However, the applicant never secured the permits for the project and the site plan
subsequently expired A request for site plan time extension was never submitted
As currently proposed, the structure would be comprised of a wash bay, storage
area, and bathroom According to the applicant, one (1) employee would be
present on-site during regular business hours to collect money for the car-wash
service and provide detailing service in the "wash-down" tent area Although the
property owner proposing the carwash is the same owner as the abutting property
to the west (gas station), this project is considered separate from the gas station
This lot could be sold to another party in the future. The project would be built in
one (1) phase.
ANALYSIS
Concurrency'
Traffic: A traffic statement was sent to the Palm Beach County Traffic Division for
concurrency review in order to ensure an adequate level of service is maintained
The Traffic Division has determined that the project meets the Traffic Performance
Standards of Palm Beach County
Drainage. Conceptual drainage information was provided for the City's review As is
customary, the Engineering Division has found the conceptual information to be
adequate and they are recommending that the review of speCific drainage solutions
be deferred until time of permit review (see Exhibit "C" - Conditions of Approval)
School School concurrency is not required for this type of project.
Driveways: The project intent is to have a fully automated carwash for customers who would
remain in their vehicles as they drive through the structure. When the project was
reviewed last year, the City Commission approved the project with a condition
Staff Report - Marouf Carwash (NWSP 03-011)
Memorandum No PZ 03-209
Page 3
stipulating, "City staff and project designer shall work together to attempt to
redesign the project driveway to discourage left-out movement" The site plan
(sheet 1 of 4) shows a driveway is proposed on Las Palmas Avenue. This driveway
would allow for vehicular egress only In compliance with the City Commission
condition, it has been designed at an angle in an effort to direct motorists exiting
the site into right-turn (west) movement. This is also illustrated by the "right-turn"
pavement markings shown on the site plan
The point of ingress is proposed at the northwest corner of the lot. This driveway is
the only point of ingress. The project requires a cross-access agreement (approved
by the City Attorney's office) due to the fact that no access is provided on a public /
private right-of-way The successful execution of a cross-access agreement would
be required prior to the issuance of a building permit (see Exhibit "C" - Conditions
of Approval) The site plan shows a "Do Not Enter" sign would be provided at the
point of egress on Las Palmas Avenue. To discourage vehicles from entering the lot
from Las Palmas Avenue (because that driveway opening is for exit-only), staff
recommends moving the monument sign and relocating it to an area closer to the
true entrance of the lot (see Exhibit "C" - Conditions of Approval)
Parking Facility. According to Chapter 2, Section 11 H 5, no fewer than four (4) parking spaces shall
be provided for any non-residential use However, the Land Development
Regulations do not specifically address the parking requirements for automated car
wash facilities. It is staff's determination that the site plan meets the intent of the
Code based on the use, characteristics, and performance of an automated carwash
facility Customers remain inside their vehicles and exit the site without the need
for on-site parking, similar to accessory carwashes of contemporary gas stations.
According to the applicant, the nature and operation of said business requires one
(1) on-site employee to monitor, handle, and accept payment for service. Only one
(1) parking space is necessary to accommodate this employee. It is the intent to
discourage individuals from parking their cars at the facility, walking to and from
the gas station, and working on their cars (detailing, washing, vacuuming, etc.) on
the subject property Limiting the amount of on-site parking would minimize
potential impacts to the adjacent residential neighborhood Also, no pedestrian
traffic is anticipated to result from a vehicular carwash The site plan proposes two
(2) parking spaces in part, to comply with ADA requirements. If no employee
parking were proposed, then there would be no need for the handicap space.
Landscaping As previously mentioned, the survey shows that the subject lot contains a Royal
and Sabal palm tree. These trees would be relocated elsewhere on the site. The
proposed landscaped (pervious) area would be 1,809 square feet or 18.25% of the
site. The landscape plan plant list (sheet L-1) shows that the front (south)
landscape buffer would be approximately seven (7) feet in width This landscape
buffer would contain Pigeon Plum, Sabal palm trees and Yellow Elder trees with a
row of Indian Hawthorne and Ixora "Nora" Grant shrubs installed at the base. The
side (east) landscape buffer, which abuts a single-family residential neighborhood
would be at least five (5) feet in width and contain clusters of three (3) Sabal palm
trees. It would also contain a row of Green Buttonwood hedges, installed along the
interior of the six (6) foot high buffer wall This buffer wall would be finished and
Staff Report - Marouf Carwash (NWSP 03-011)
Memorandum No PZ 03-209
Page 4
painted on both sides. Staff recommends incorporating cornices, score lines, and
caps into the design of the wall (see Exhibit "C" - Conditions of Approval) The
rear (north) landscape buffer would be approximately five (5) feet in width It too
would have the six (6)-foot high buffer wall and shrubs planted at the base. This
buffer would have Sabal palm and Dahoon Holly trees. The side (west) buffer
would have clusters of Sabal palms and two (2) Royal palm trees.
Building and Site The building and site design as proposed would generally meet code requirements
when staff comments are incorporated into the permit drawings. The proposed
automated car wash has been designed as a one (l)-story structure. The
maximum building height in the C-3 zoning district is 45 feet. Although not
dimensioned, the proposed building would be approximately 16 feet tall, measured
at the mean roof height. The top of cupola would be 24 feet - four (4) inches in
height. These height increments need to be shown on the elevations (sheet 3 and
4 of 4) In any case, the proposed building would comply with the zoning district's
height limitations (see Exhibit "C" - Conditions of Approval) The required front
setback in the C-3 zoning district is 20 feet; the plan provides over 32 feet. The
required side setbacks are zero (0) feet on the west side and 30 feet on the east
side, the plan provides two (2) feet - six (6) inches and over 30 feet respectively
The required rear setback is 20 feet; the plan provides over 44 feet.
The Land Development Regulations requires a buffer on a commercial property
where it abuts residential property As previously mentioned, the applicant would
provide a six (6)-foot high buffer wall along the north (rear) and side (east)
property lines. According to Chapter 2, Section 4 L., the buffer wall is required to
be located at least two (2) feet from the property line (to allow for maintenance)
However, the property directly to the east has a five (5) foot high buffer wall (along
its west property line) With the buffer wall proposed on the subject property, the
plan complies with code. However, complying with code would create a situation
where there would be a two (2) foot wide gap between the subject property's
proposed buffer wall and the existing buffer wall (on the abutting property to the
east) Instead of applying for a variance, staff recommends that the applicant work
with the abutting property owner to see if there may be mutual interest in
removing the existing wall (on the abutting property) and constructing a new
decorative wall on the subject property (see Exhibit "C" - Conditions of Approval)
The survey shows that there is no sidewalk along Las Palmas Avenue. However,
according to Chapter 6, Article IV, Section 10 T of the Land Development
Regulations, a sidewalk is required within this right-of-way A sidewalk would also
be required within the right-of-way (of Las Palmas Avenue) in front of the abutting
property to the west (existing gas station COUS 03-007) The applicant submitted
an administrative waiver to this requirement arguing that there are no other
sidewalk segments along Las Palmas in which to connect. However the
Engineering Division subsequently denied the request. Therefore, the applicant is
appealing the administrative decision to the City Commission
The applicant is proposing a rolling gate along Las Palmas Avenue. This gate
would be in the closed position when the business is not in operation Staff
Staff Report - Marouf Carwash (NWSP 03-011)
Memorandum No PZ 03-209
Page 5
recommends installing another rolling or swing gate at the lot's ingress (see Exhibit
"C" - Conditions of Approval) This would keep motorists from entering the site
after business hours to find that they could not egress onto Las Palmas Avenue
from the car wash lot. This additional restricted entry would help to avoid potential
confusion and loitering after business hours.
Design
As previously mentioned, the proposed building would be one (1) story tall The
design of the building is to resemble a Single-family residence in order to blend
with the adjacent residential neighborhood The elevations show that the carwash
opening would be 10 feet in height by 12 feet in width This drive-through feature
would resemble the garage of a single-family home. At night when the business is
closed, the drive-through opening would have a metal door The "front" door
would be seven (7) feet tall and three (3) feet wide. It too, would be made of
metal but painted green (Chrome Green) A decorative cupola with plastic slats
and green metal is proposed on top of the pitched, white (Brilliant White) cement
tile roof Decorative score lines would be throughout the south, east, and west
building facades. The proposed building color is gray with a green accent color
Signage:
The applicant is proposing one (1) monument sign to be located in the southwest
corner of the site. The elevation shows that it would be five (5) feet - six (6)
inches in height and six (6) feet wide. The sign's letter colors are undetermined at
this time. This information would be required prior to the issuance of a building
permit (see Exhibit "C" - Conditions of Approval) The location of the sign,
however, does not comply with the setback requirements. It needs to be located
at least 10 feet from the property line. As previously mentioned, staff recommends
relocating the monument sign away from Las Palmas Avenue to discourage
motorists from incorrectly accessing the site from Las Palmas or from making U-
turns.
RECOMMENDATION.
The Technical Review Committee (TRC) has reviewed this request for new site plan approval Staff
recommends approval, contingent upon all comments indicated in Exhibit "C" - Conditions of Approval
Any additional conditions recommended by the Board or City Commission shall be documented accordingly
in the Conditions of Approval
S. \Planning\Shared\Wp\Projects\Gateway Texaco\Maroufs Car Wash NWSP 03-011 \staff report. doc
;
--
LOCATION MAP
Zuhair Marouf Proposed Car Wash
-- ~J,~ II-=irrc=~W 10)/ .
~-~ -(01-, - -'-j) ,~Lt4J-,,-
--- -(-I -- il---i'Ufi- f~~-
~ l J __ n
- \\ I' - '- ~~ ,
_ 1_. li:l T f' "1-. ___.-. ,.' f
'- -L . t-iii~" \.
I . lr--t .. u..=.-.
H ~ : ~ : .l1.J,l~I.q.lItli~1 I c:. ~~
_ IT' , r -1. I ;~"
J t::t: --+- -r- ,I ;g~' '\
I . --. ...
-...:.... i I f:l:; Ei="" I, I I '\
~ r.l:~"" ' N SJ' 'V~III 'fiITii~-~~
:::g~ 1-...- :\ ~ L:' ~~
-J-LfI :=}- t:t:: ~ r ~~'~ rl ~ R:3~'
~; ~~~ ,U~ f j~ I ~ I I ~.
-f-Qj =l =t: . SITE~"U ." . ~ .-1."/."
1< . ~ ::I: . . 1 R'J n LL/ 71).'
i "g~I' .~I~"_~~ ~ '" ,,' Q)!~
~ ' -1f:REG--l\
jtrTI(, !'i I If :~3 ~ :~\
l r i : I ! i . l 1 r Ti ~ --'J1J./H;:;-:= ! I ~ ! i- ~ _.
'_.~ I ~ u!li fmllIR E C LA< ~
~. . .)?-- -", I 'to. -
: L. -l i' ~ ---<,.' r:-:
-'.- . .... ='....... -,
~ G I .~ ~ ~II liIJlf/!/f1I!/1 [ l'
Tj:J; ~ II ~ ) r';I:I'~;""i!liI~"J
-:-' , ~1,T'-'~r.'rJ3~/~ '_:~p ~
I~ :~. ~_~~
- I I I I I III ~, . -, ., ':
~- ('i"'!-rn~'---: TIT ,-r ! , , ! i ' ,
J:::::- ~ "' \j ; .. .. ...
..:::b -i::J::f ,'. ;. t-
~~ -!-:fir ".I .. " . c:::J r:' ./ ''/
'--..) --=:l. oC-2-: r L I I I I r-" l
I ~ ~\..=.: ," '-..
--.J-1 ~ .R '-~, ! I: "- \.~ /. ~ :.. ~
_ . -:.. =J ':: il:~/1I I : I :.; ,
-nT,lli'-1 =" WI /1 I ~'..k f.' t joi:
I' , , : I' ,," , .....r..~...+:~~ ''I
.. '.:rr :-J11.! IlITf', f
- ': . ,- ,.
~~ r T I I . I I I , : ,
'.' - - I - ,
,. ., I:..~ ,
. III I I I t~'~1 I I -pr I I":L-'
~f I ~- I' .". II I .'Y--,
- r---' - I ' , ... -. ' I,~
I ~ -r---oJ .
. . 'Z._ .~ P''':!.':~::.; ~___ ~~. ~
EXHIBIT "A"
"CD;
r
~
....
ll:
o
~
-':'~
'II; "-;i!
. 'I.
r .
. _I
: I
: --~. r'll
; __ : {il, ;
rIi:
":It:
#~lt-i
J.:f~ '
li(;.= . r
~. "
'H: .;:
iJ r
pip
pt.!!
11; I.
1'1- I
ffl;-~ 1
n~- :,
, ,
- ,i
. :1
:1
: ~ ~:.
~E
:r
u
~
..,
CI
r~
\
\ :::5.......:: :
.....
~.-- :
.-.:....--; .:.; :'.':I.I..~
5
...
%
>
o
CI
'" ...
...
o
f
'i
~,
l-
E-
>
...
u
..
... II
,
. I
'"
...
!f
...J
/
,(
-
I YII
!.
l. \ I !
'iJ-.- ; .
...
.....
...-
~
o
co
<<
o
u
t~
...'"
f[~J- 1/8
/ llIJL ~L
...
4
'7
MILES
--,.--
,- '=" '= I
Oz....zC'd1 __
it." ___~ ';~_
. ~ . ~ ." -:;--, /5*"7 G ..)~
\; ! ~ ':..:.. L ;,. ~'" r_ s -c__"_.,,
~ it ''\ -. ~~-S-S <::';.~~- L
~ ~I~ .
r.; i I "<;'-0
,~1~-"~:, il:. ~. ~_..~~"<~~~~[<"~; ;~
.: '=.. ,.-s".... ~~ c .. _.
',~ '" ~ -~:;;~ --==:~f 'f, '~~ ~:~
I." -..~-~ '", _
! ! " ~ ~; :;7;:;-?;~;'-~/;:~:, ._~ I:">~~I 7b:
.... ?....- (:-1- t:. ......,
}
1
,~
,-,'
0"
~ iJ.
"
~~
C'~
1: ~ . ~
... !v"
t .~
"-
I! 't~ ·
;t:,
v,
~
o~
; ~
I ;:,
t' \..
~ I"l,
'"
~
l:.~
~it
',-;.-;,
'"
,~ ~
~~,/'
~.....~
f '~t
1'::\
';-
"-
~ "-
.'"
,s,
.:--.:
! ~
'",
~rl
<
~
"-
,
. f;
~ ~
! ~;
I , 2
fii
1'1 i
:i~! Ii
Hi ~
... II
~ = ~!'
0... 't
7C;; ... .. _ CI:
~6 ~ ~ ;;
~r- I ~<
e' en '= In
~~ ; =6
~~ - ~~
::;;:t::: =,;
':!.'O ~o
ip;. ::l:~
~~ 5~
io Z-!
I -/"l i' 0(
. i 'z !
~I 0
~~
"~
~
~~~~,~
- {;-;~ - '~.,,~-.~::?-,- ~:~:: ~~~~1v,,~ _ ~~O _L: 1
,hC7Z-C5~ C' A~ ~~~.~
.. 1 -7~~~:;;~ ~ ~(~:S~~~li-:
" -.'-- -,- -.! j , i ~ ~ ~ ~.
,I
~~~
...-;:.
::-.-~
:.ci}-'-
?
- --0--
~~: :~r
! ~ ; ~~.
"
'\
'\
r.,
,
I~,"
p>--=<-
. \""
'n
~
A~~!H~~ ~ iiUi
;" h!:;le~~~1 ;!~z"'!I
"l~;f.=>~~ itt~ E~I-!~
'. ,~ 50 '!.
inu! ~ ~
!:'.,",~' .Lil
~ihl~~!~ o:ai
5li~n ~ ~ ~ni!
~~~!,! 1 ~~~~2;
~~H~~ _J:
iH~""i:& .!!j~1
.ai\i~~ I ~~r.;h
"W "l~ i i,,::';:J
~i!~h; ~~~ ~iH!
~,~m ~i !~lii
hhH II ~m~
.ii~!~fiW- I~~;~
<ilio I B~"o
'!~~Iii ~ -\ iii~i.
!!!a! ~ t>... !li~
~,.:,~..~ i:!~
~i~i~ ~ ;,;~~~
;~^'U ~ ~=~...
!;ii~ !)- h.i
H;aQ ~ "-: ~I~"
PU~ ,.. i'\. Hd
i~~~~ r I' N!
iHii ~=~i
~~
~
~:~-::~---
I~.
~~~ ,Y~;;.
, ';;;;;;;;;;;;= ~ f~H
~ l~''\
~
EXHIBIT "B"
~~
'f~~
-(~
Us
0GHW--<=;y /C-; /
"
,,~
T~~
"
':~
~r
~
':""-;;0 r-
'"
; ~
~~
~~ ~
~~ ~
\ ,,"..-\
}. ~
t~-~~, :3'
~.O:.
.~
~
~
-=f~
c-
i
J
?,i
l';'"
G !~~
i
..:
~
~'
~
~
:l
o ~
i--
,~
<) .
~~ >< r-i
,
\-::-
'\'
c,..::-...'o~___
.~
:.,- .~
i> ~
~ t ~~
/
", ~\~
<;; { ~.\~::
" .~
=" ~-----~fO"~ \\~.
- ,0 - " _ ~ _ ___~ \
- -- - ---"' ~ --./- ~^'
~/
"
'-"ii:'~
......el
-.i.
f
"
.J ~"
"-
"'
,
~
~1.
i\
"'L7
I
,\
l--.
~l\
, f3~1
:!J~
"; ~~
~~1
\
1-1 ?~~
. '-~
>:
~l
;1
I
~1
;~.,;
~~.~
"
<t
. ,
"
-.;--...
~f
>:.:;
,
"
"r
i:
i
~
.
"v
.
,
""
~ -
~ -
..
"
.,.
~
~
~1~-
~
,
~~ .,..
'"
"
:;r
;.!'i~
~ii
..:.. ~
"
;1-:. !j
- .~
~
'.~.:.."
.::- ~~ ~I ~
//~~2'
-;";:;
-,
....
\~
-----~-------- -
.,
~
::;-....
':-\ :~
,,-"f!
us n/_S
:5
<7
~
:zz~
~.\
=~~-",~
1: ~
\t\
~ ,
5@~ ~~ ~ ~ V'C
~ . .
s ~ ~~ ~ ..
't~ ". ~~
i~ ~ ~ ,
...t'$= ~ ~i ~
:t~~ .~:i! "
roo- i3 ~
~ N~
}~
'-V
3~;:;
llill' ;
~~'m
1m:
~~~~~
~I~i
. >
: :i
;;; ~~
~: a~g~;:
~ ~!~.i ~:
,
, .
~ ~
~-~~
~~i
~ ~
~-~
;~~
~~g
1:~
~~~
5"~_X
~
~
I; ~-~JlJ
i ~'~"-~" _
~~ 2 t 11 --:~'Ih ,J
~'; I, ,i! ,!1 . 1
~~ I I , 't, Y' . ~
i~~J ! ! ~_ ~ ~
"~-I~~ "~~:;j -', ~
!J l: F. .1..,; ~::":~. t.' l
q i; I '.. i.,~ /
~ ~- : r I .;; l ;1;,' J
~~ ';-~-J_J'-"I "1 .i
~~ ~
~~8~
~f~!
~~'o
i~~~
~~~!
~I~~
~.;;
~j~
m
'".
r~
II!
IE
~
if;
~r:
:;
!
!
"... '. ="" ... >! O;!a
~~;~~a~~~~~I~~~; 2;
~.."~o S1I ,'ii.!z3.l.
z ~~%!::ig~~~~~~X::Q~~S!...
&;...~! ~ ~ ;:;~~ '" f~ ~i t. ~;; scp
oE"'fi~~V.~!...~=~6~::<'i
~~~~;~~ ~!~~~~~~~~
~~~i~~: 8~~:gij~::~:
~~~~~;~ ~i"'~~~~~g!
h.o.!;: ,,0 ~l'~l'g
.~~~"O~ d h'-'-;
~~f;:il'e~~ ~ii ~~~~t:fi~
!i~~i!~ ;~ ~~~~~~~
i~;::~!~ ~5 ~i!!~~~
;!' iQ~;~ !~ :~J~~M::
~ :I~U ~i iH;i~~
~ ~ ~ ~ g~
"
11!~ i:r
~ii ~~
c . ~.
!~g ~
~ag ;;
.~. 4-
~l I
~~ '
~ (
I I
\ !
~!~ ~~ o~ g", ~~~
IQq ~~ ~8 ~i~ t;~i
~'I .~ 'p "-0 'c
.~ -~'G ~~~ r-.
'io" !~ ~! ~h ~.~
JIli ~ 0 8;;t :0
" . . f "~ c-
~lIIg ~....~ ~~!! ~c
* 5 2~ m H
. ~~ ~"I .z
;: ~~ ~ ~~
01: u Z
,,'!: r-,<
1- ,
I I
II ~
::;; i' i'
l~ if I J!
!
I -
~i ~
."0
il j ~
l>
Z
..
~
~~~~
~~p z~
i~~ \i---'~
i ~... " 2
s~
"
::c
0
"
en
M
'"
;::
0
2
C
;::
'"
,2
en
'"
2
~
'"
<
>
-;
~
~[
I ! t
i
~i ~~~
~t 3d
;!~ f~I"O
!~ "i~
I f~e
. "'
" 0:;
1= i~
(t!~
~ I
g8~~~1
gg~S
~~~5~
~@~~
=~~;
;:~i~
~~!~
~Hg
~_.>
~!~~
~i ~
~. -
~E ~
~~ i:
!O >
"I ~~'~~
~ J~. i~~
.., eci....~
l ml ~
i IHI ~
1 ..~
~ H-I
i' !> i
~ i I
, ~ I
~ .~ .
. -
~
g~
~~
~~
g~~~E
~ l;
~ ~
" .
o _
~
~ ~ ~l ~
0,\ E
-<"
"
~
"<
~!'
.....
\
<1.
~v.
<-('
..
2:~
S:6"
~g~~i. :-mmiiim~; Ii
.~.~o...~_~ ~~ ~_n~Ee I
~~h~~~~~~~ H ~~i~~~iO
h~=~~i~m 'Z ~ ~.~ 1-
~ ~u~~~~~ ~~ ~ ~
~ ~m'i'" h ~ !; ~
; ~~,,~~ ~ ~~ ~ ~ (:
i ~~.~;; .
~ . Ztii
i ~~i
00 1ft
~ ~
- ~~ ""0'
~ o~::::::=::
.~:
~~~
.~
m~,~
.."t~
m~!
;;;&:<::
~~~
i~~~~~~
~
!I1~~.!~i
!Illl!
"-4:./
/
-~-...
i'
,-'l
!sl~~
ji!iC;?(~
~i~~
~i!~~~~~s~
~I~~!i~;~~
~~~t~R:~~a.
'~.m ~~~
;:S "zi~
o' ~ - c
,;. iIi ..
. .
~ ~~
~ ~~
~
f.Gr:;-",-~
-======--=-------- "-:.::....
~
---
r
"-',,,'-'-""~c--=",oi 1(") ~
~~i~!!m~!m~!inmi i~ ~
o...~!2~...:s;roO~'Zol!1!...~~-<~~:::~~ 1>-;
~mnmm~i~mnu~ ~ ~
'1;"~.l..i>~zo~zo"i';'. I~ z
Ii" illl ill!I!I! I!lli!i i I
~~on"_.ohg~.~~,.. I'" '"
!! Ii I !Illlllli!!:! I ~ I
mIl
~~~~~
$~-':""
~~~~
n
_~HIBIT
~~---------r""~-,
N~,:e i~
.:f '
!
"B"
1/
~ /:
1m
III!I
. "
t--.r..~
------------.;
.-1
i !
II
,
~
- I
~s
3i.
..~~'
~,_~ ;;u
~.~ a:2h
g?\,.~i:_:~
-i~'~ ~ ~~
o~
~. .~
I --~. ~~~
6 I
I ~ I
~ I
!i
'-'~
1/
'-- _ / cP'f
~/' ,~
~ ~ ~!
~ 01
I ~
.1
?~C"
~~:_~ ~.
iiE ~r ;~ ~
;~i ~8 ~3 i
,~ I~ ;~ i!i
~~ o~ ciG ~
~pn i
i; !. ~ .
~. :~ c I ~
-- ~" ~~ "
~~. .* J ~
~g r~;;:g ...
,: ;rr=Fr~ ij
,'l.. l.
-~ Ci
,51 ;
.!I I'
'Ii ;J
lL-J1
: ,-
~ \,
li,.\\, \'<0..
. fi":::'c:;:
~ ~ ~\~>\~ !~
~-- ~\ --~~'_."~;;----
~{.: I: ' - y'-:;-
>'}l.) 'Ii.1 1
r,,*.,:: ~~~ ·
". "'" '-'r
~ '- ~j-
I
. I
~~1Iwc!-co.::.!-.... ~~~,,,. ::,Y-~
..~ -'''~ \ / J. .
\ ~: ~~~ ~ ~~~~; _~~..=.1" ~~i
\ ~~ 3! I~;'-'~ - ~= ~~,_ ~ 01 ,,_ _ '-
'\
12" '"_~-.::::~! Ii II&. ..,.-~;r\,.. !f --;t:,1
.. oj ~~ ~ ~~:. ~h ~~ ii v ~ ? =!.l, ~i; i.": il "~oz-.
~ i; ~\ -: ~~".,.~....-o/ n~ ~;s ~;: 0' ~ _
(1 ;. I , , i~ ~- Ii . ~!; '. I ~o
I oE~ v ~ "~- , ~. l- "'~.
. <I ',. +l~,?:-~~. --'<-- 1 ~ --"-".o>-~....k~. - "
"'-i1 ~. ill: .., ~ If 1'-&.~~_
~I q~i ~ 1" o. ',...:i i "<?C~ i ' , ,;, "
_ ' .-1.\...
i ~ ~~ ___~
:;1 tl'_..Ji..i~~_~.:=:j~,.. -.. ..-it~..Jn fi'.~
i; j~ "' _ ~i, r {lJ:'iJ~
~ · 3"' ~ !. ~ '/::1 ': I-
~~-- - ---~.: ~. n.
"
<~ i~
,...e'<DoC~
\f..
S(W"'SJ"r
~14_620
lnftYE.t,$DO[If")
ii
-J!-
liil
c~'~~iii~ ~8~ ~~iil;
i~~f~~~l ;;:~~ ig~
l~~"'~>>~~ ~~~ ~gS
Hm~.! ~:~ ~~
~~r:~~~~i ~oi~ ~~
g~~~i~h u~ ~l
~~~i~h~ ~~i 5~
~~~e~1I i "'I\i"il! '210
~~ i.;;~~ ~~~ ~i
.'ig~~~~~ l._ i5
~~Z8~Eit~ gi !~
~.E~.~~~ ,~ ~i
0" ::!~~i~~6 ~c ~__
;l~"' ~ii""~"; ~~. ~j
~~!~i ~~~i~;~i ~; ~=
i--~O g!.~.c! n~ g.
~!~ii ~!~~iii ~~ ii
i~E=~ =~!~~i:~; ~3
~h~~ h.~c.! h ',,'
."~. .-..-~.. ~
g~~8~ ~~<'i>i"i;!: ",II: =>2
;:!~~ J .Ei~'g'.~ ~~ ~~
~;~~j~;ig~~~~ ~ l:i! I:
;; "'~;;~O~~ U 0 ~... .,
MAROUF'S CAR WASH
!.~~::,;~:..=
111 ~'Ystu<c
rl _~-=__
II: _1(.....
I\::.\:~-
....A$ OA...'A.AS l.VEr..:;;E
BOyT:::>N BEAC."':, n..:):;>!C:A 33~35
c.
,
<y ,---/
i-
'"~
~
t
.
,
! !
,.
.-j!
'..7
/'
.-r';~" .0_~-:"':;-i'1i. ~~
L ~ ! ~o
o. -:/'(_ il
~ ~i ~~
.~ I"'
."-!"
l;Sf"!
i~~i
~!l;;
0:..
~,i~
~~-l;
~!\..
i."'1
~i '"
~,
!
EXHIBIT "B"
o
c
(f)
-=-
~ ,,1~! H ~~~---*
, !~I 'c oC r'~ _ !+~
- ~ '~~- -~ ~~- j li.
-A~~ ~=r=-~~~~ -;~/~ ~) - tf.f
~ ~,r' -,
; :< if; ~ - f,V,
~ ~ >_0:; =-__ ~.,
;!.----! "'.
~ 1:
;: ~ ~ J.j' i
~
"
>
<
0?
if;
~
..,
<
Vi
~
;=
::;
-<
--I
-;:J
:;;
z
Cl
r-
m
q
~
:<
>
r-
T
?:
~
~
9
:5
z
~
~
:)
-<
~
-;;:
r-
;:
.....-
~ .-.-- - .____ .____.__.._. _ "':''":":':':' ~..____-.:~_:~..;._:__ :_h_ ':__-=-:-:-_ ...:._~:=...=..=_:-:-. _ :.~
- "-"-' ---------- .-.--.--:
-~_._-
s
*
***
*
**
-0
~.
-
:;j
-
-
l
;;.
'"
"
~
~ f;: ~ ;O::.J::
_ _ -0- ",.0.. ...
-
..:;:
-=-~~
~
"- ?o
;>;;
- -
,.-
_L
MABOl)fQ CAR WASH
LmdsCdpe Plan
=~ -
" .~....-"-.
~ ~~ ;~
- -
/~
~
.!>
:~- ~
"m
. ."
I~
,....
IZ
.0
'"
:;!
in
~
-<
'"
m
)>
'"
~
m
<
~
5
z
; . "
~ gi ";,~
(0",
c-'
~
~r-r
_ -L.l'
~
~
L"
------.'f-----.4-
~~
ij:
~:
$<~
~8
,<
;;l~
~i
h
<,
ia
'0
. ~
T
'\
"'
!~
g~
~~
lO!~l
........ i
h~
. - 'V~
:-=-;,. j~' ~~
i\~'. ;
~~, --~-=- < [
____..''"' J I
\. I
".5.). ~.:. ciY
A ......- \
e'0~:j~(
;~
.~
n
u
-+-
H
.
i
;:~ ~
~~
.~
j~
I!i ~
1::/\
it
..
-+-
~ ~J
. ..
;~
~~
I
/
/
I
I
/
/
i-
7i----+------1~
,
,
" nz
ii ~!!
II ;1!
ill! Ii
~\E~ ~~
=~~ ~~
~ ~ ..-,:
t~~ ~~_~
~~a ~
--
',~.-\
,L.." . >
~I
~
~
-r-
.
-~-
'g
;e
MAROUF'S CAR WASH
LAS ?t..LtJ.AS Av'[NUE
80Y;C~ SEAC,", Fi-Ol;'ID_A 33435
~
~
~
i
o~ (')
-0
",I i ~
"m
. ."
....
C
)>
....
.~
....
m
'"
....
-<
m
'T1
....
en
o
m
~
m
<
,)>
i:j
10
{
i "',,,,"
I~ .~:._:~'~
Ii
~i
ii:~
~p
'::Z
~:!
t ~.~
I~
~1
~-, ;p
!-f'
----~-
.......
'v"
"
f~
, f
. ,
.; j
~'; i.-
t-- I
I. I
L-...L-~
I--~~ I
I ~l
~
. .,
:,. -l>
--->> '-"
,
6
r
~
I, I
e!" 3
i'l )
if / \
Y
~.:.--
~
: ~
.
~
-+-
~'~
+-
r~~
H
H
T1.,- JE~l~n Sl:W:O
I. --.-
1"1: -==-
I'
I';,r.__- 1t:f"I___
I!.-.....~_ 'u'II',__
EXHIBIT "B"
~~
.f
~~
..
!:~
I!!!
~~
~~
;-
~a
~
ir;-)! ;--"'
~.
,
3
..
-+-
,z
-.
~f;i
,~
~i
. e
e.
::;.; '-' ~ -'E)
~
I ,'.
) i;; i
-' i c';P"1
:;~.-~~ f
~r.
i"'....
) .. -~,
~~-'-",
. '"
~ co"';
8'
."
. ~~
~
-'!!e
~
;
: .._~Z ~~ ~~ 3 ~~~
~2 17'_ .
", ," ,
:~ l ;~_~;.:'~.c~-' --"~~
~,'. ~.~ : .
;= 'l e,~~I~@
~~ ! ~ ~~~{
j~ i~
~~ L___
j;
-\
1\
; x
-~ \.
~~
\ \
to.r\
i \
:f:l~ ~
I~
'0 ~
~ ~i
~ ~~
:.:
."
'"
o
z
--<
m
.-
m
~
(5
Z
i
6 ~
.~
~
. ; ~ :;
.
"" ~ Iii .
~~ ~~ ~
~~ ~~
MAROUF'S CAR WASH
~
~
~ ~!
.
~~
r;-\ );."'
y
I;:
\
\
\
~.
~.\
-~._,
\
\
\
\
\ i
! I
~~~ ~ ~g
fi;; ~ ~~
~;~~ ~~
~o~~ ~~
~~! g;;l
i~
Ei
!~
I 1
~. ''"
~~l
n;;
~~
i~~
~~;
LAS PA_MAS AV::"lU~
B:;~''''''C'tI, 9EACH F l-ORCA 33435
~
~ ~~ :is
I ~~ ii
~~ ~~
;P <-
~!
i ,
~~
:i!f
--
-~-------
-'!$
'/'
'---
-c-,
~
'---
i~;
~ "I
""- 1
'-~3 '::
'~
i----c
i;~,
~:I
t.1~
I
iI
I;;:
~
~
;;
5
z
~
~
~ ""''':;::'0'
:::.':,';'-;.::..!"~_......-~
~~
~~
CO
;;1, .:0--'
'~
._IJ .~
-if:;
;;: ~
~ ~
~
17
~ ~
-+-
~ ~!
. .
~~
~
~
!_Dr:j>
'-----'-' .
~ ;3 @
'1
k?2
~~
~!
,s;;;
~~
~;!:
<.
~
~!
'I ..Emir" $EIoIICC
.1 --,.,
il ~----
il! .._:::...re....
'I,~-'-
EXHIBIT "B"
o~ ()
-0
N Z
(")
-m
".' : "U
! ....
.1 c
.~
I :"T1
-0
C
Z
~
-<
(5
Z
"
!;
Z
,.P'" c....,~ic;i
~s~i~;::;~;j
Isli~~!.' ~_:~_i.'~!~ ~~~~~~~~f~~
~(.~o~ m~~!i~;:
:~'ei'; ~:s<~~,~:!
~i'~:f ~... S~tS!Hic!:2::
~;~Eh:~ ~. ~i:~~~:~
i""~~' ~~ '~.'~'"
~~~~...~i ii liiil"i~.3~
mml !~ ~mm
n.'.i~~ <~ ~i'~~'S
~;c.i~;!~ g;: : -~:.~=:
~ '~3.. ~~ ~~h.;~
~ i~~~~ ~~ ~~i~~!i
! =&'.; ., ~Oo8~)"
: i ~! ~I ~'r~l~
:~-~
. .-\~
; ;~
,.
r
"
-5
o
:xl
~ ~ i ~
'"
c ("> ~
s
"
~,
Z
~'> i:
's
31' ::" $3
-------~
L~'"
L~______..._.-=~.._LE.:_.______..i=___~~_~_-~. ~L ~
-~~-~
! .
~J;;
- C I:l fe, .---, "L,..
--;---;-: 1---- -_-nr-;;-~~~l~~ r
,,' ~r ".'..- ,. D"^"A-'i"~~1
--~~=--!~!:~~-~ --~--~~~:~~j1ri~:
,~~
"
J ~~. ~t:l
i -.--, I
~ I
ij ~.
1=\- ,i
[I ' .
~
.i.1.~.l-
---------.-------
.-' -,.
II '..i
'-:5--.-
~-e'
:r-.~~~:_...i-
~ ~~~~
.~,
~~5
-.
~
.I! I
*
~~~ ~. ,,.,
-- ii~ ~..
~~~
4.-
..,:....~
'c:i ........::.--_____
~~
~,
~
L_
., ,
..'.t::;,._~
m~
cHII'
:;:~~E
o~
"'!
-!":
.
~:;'j
~::.' ,-'
- - - ~~~
~;i
~
~~
~~
i~
-"
I>}
...
~.-=-L
~~; ~";
~~~ c~
~~
ii
..
~~
, ~c i~-- ~;1~'~=-~~.-~--~ ~ "-~ l~'''f
I -1"'0 -...or- .- ~~T ~
!i~~; ,- -~-...-~ . i ><
~~ _ _ J~~ _ 3 ~ _ ~~ :--.,. J~~
I. ~~ ~~ --. 11:' c. ~ ~ I" i ~~.
II ~ :~i D~~ ~ ;i~ - ~> ~!5
I . V ~~ .:P!'; ~~~ t -
; i _ ~j ~ ~~.f- .......__. M..' ~i~ ~~~I ~; ~~ ~
i ,~~;',j ~ roU~"(~:. 480-,oro i;< _ _ _ __
~l.:~y~.,....,..:;::;~---.;--~~,---==---=--.~K--c --=;:) ;r~:iCF'"
d -J. r;.6 ~;.6 rH~ b ;.
I,.-e.
~.
~~~
~
~
..
"i
<= ~!
:----~ -
. ::-...!"'o
~. ~s~.~~~~:
~~ ~ :Z"':t
:n ~! i~lil
11 i!;lr
! ~~
~c
i ~~
ql
~
.i ~i~ :~
'i ~;~!i ~ ~~
--------------_.:....'._'-......~-- ~ "'~
_~___~____ ______~fC~~f-
-----------
,
--~ -
---,- -
i ___ ______
i:l"':
"~
~o
~i
ii
.
1
~ig
I!:!i;<;
.08
"'C""
~iJ:
jt
;:; ~
~~
,
z
MAROUFS CAR WASH
~
___._21.._......._0U>0CI'
-,..1 ......,_._
il.......,..........-
0\5 OAi..~AAS Av'[NUE
B~yTOr-.: 9Eh::~, LOR.:::..c.. :.,3.1;5
lO:IZA...:;:...."P[.
.;@
~"'e
:g~~~
.~.-I'"
.,"~~
~.."''''
~~~~I:
~~~. .
A~
I~~~
:~:
:=;"'!
;i~
~j~
"'~o
:oiJi~
~;~
~~=o
lUWU--.__
-'1[__
EXHIBIT "B"
~-o.,..~>...~~~.,-
i~
I~
~
! ....'
~
: E
! I
m I
..
;::
:~
!~
~i:1
1
; 3
! .
i i
,:-~
;:.:,' .
-====--~--:-=~---
---
8
m
Z
:::J
EXHI3IT
f~:~.-~~ 1
,: -.-~1
II
/. -:
,. ,
"B"
\
\
i
~ \
I \
\
.....- ....
f.~'\
, '!
~.
~~
..
i~
!~
;i
ell
U
,..
cij
I~i
g.~
iH
PI
l
~j i~
~;
; ~~
~
.
~;
~~
!H;
~~~
~;I!
>
z
.
~~::-~
ii~il
f ~ ~
~~i
~~
S~
~ ~
~i
-~--=-_._-~
,~
-~
r-~~re~"
t
:iO-~
:E
i~
ii
jl
I
~~
; f
~
i
H!
,~~
~2:;
~
P
I
_.~-==:::::."'-= ~~~~~=c=
H. Burton Smith. P E.
CO",Sl.l T1!1,(; E",(;r",EF:RS
&l!'''IIII'POOH\\II.1 nt\.IL
WEST PADI 81:"nt. ""L n411
(56I)""98-SMII F-\\.(S6ll~l)""")
;;'I!
ii
~ ~
: ~ ;;
!';. ~
?::- ..",.
~I ..
P
#
if
.
; if.
'to...;. f
\
~.
\
~
,\
\
~
i
c
I
i
C
N~
,0
l5
~~
d-.
~
UTILITY SERVICE PLAN
MAROUF'S CAR WASH
LAS PALMAIi AVENUE
BClYMTON 8EACH. FL U43I
il! I
!i
-Oc~=<=,,/ ;~ .' I
y/ Ii
- /1 I~
/ i
~.-~~ __ // i
-~-~~::::~~-- --=- / i I
"' .._;:t "'_~_--=---~ /
-----.. ,!O,' ~~_
'~'=~~~=, -== ~~~C.~-- ~~;; ;; ~~, ~,
!, .-" ~~ >. n ~.4:;r{: j, -' h 'i; J
" :" i~(. ~. '~~.~- f .. ~ ';~. n .
'! ~ .> v 1r"'~ " ,-! ::i
,1m! ~ . .~_~_Y, -,:--~L. I- . . ~;
~ J If =- -.e; i. ~ '= ~~ - 'l .! or. : ~
::' "~;=;:~=-~~I~~~~,3~J- :. 'iI:,
-! f ---- ;~-'''_.'''.or'''',
\ <' <~~' ,
-'-"'-- - ,Jh
y ----
----. --;- ~'
O:f lU:
~=~ !H i
r=: :-:~~~
~!~ hii
~.i :~r'O
~~~ lo~'
c:~ ,!~I
bo i~.:
....~ ~~I
~;~ ~E!
i~ ..-
Hii : ·
.~j: ~ i~
;;:1"2 ~~i
i-~ ~:_e
~:; .i
IO~ ~E
!~i if!
EXHIBIT "B"
----
---------- -.--------:-
>~ ~~~-=~
.1"', - --- =_-L~-::+DI
j..' '- _...~=.
' -
, ~,
.' i
i i'l
i
i .!;
~ H.
.<.:i ...
~ :H
~~ ;~ ~
i ~i i
;0 Ei g
o Z ~ .
! ~; J
2 z; ~
~ i~'
i .~
-~~-:..::-
I .
."
I
,
!
~i'
;:::---:::::::::::-~~-
'V .
)> !
<
;fEi:t z ~
C)
--,.;..Ilo go
f'i!:i=!;
J:g:j ~ C)
rn; " ;a
f~~~i )>
j~~Ij: c
z
it ;~ C)
.:: Ut~ 'V
~ ~
Z
'.
'.
"
\
L
.
.> ----~~~~.i.I;.'1 'i
.,;~ I ~ .
,~~.~.",. . - -~~"" ': ,oil.
--- ----~ ~
~.~t
i~s!
~:;:;:
~<<~
~11c'!
!liJU!:i
~.i." .
~!ijH2!
i~~;-'~
~i~Hi~
I~~ ilii
~~S ~~
~~:
'00
.,
I.
I
. >"
; ~g
- Z ~
I i~
',oj A1i ,;. Ig
ii~l i!:. ~;
;;;
~
w
o
i!mlmill!j~mW!!,mill!i'!iljmll!lllii!lIill!mm!!!i!lllllllll!!iil!iiilil!il!ll!!!IIII!lllil!liilllll!li!1 ~~: ~t f .* u:
jll!l'lh~h!iihm l!iii!li mi!Ulii~U; 1!~II!iUm~IU~lhi~I;!!!~~hl;U;iil~U!iii!n!;III~;:q:;H~~~Hllh ~ ~'- ~.. ~ ~ ~
;;iuf UI,I!iiiiii!IUdl,lim ,ell,! I'!li!ir,'j Ulf ',lmU!;i~illl m!li'liJ:~ihUlil;i:~i;ml:!UMllli lil.:mmmi!51! ::~ ~~l:-~
hL~ ill "1"'."111-111 II" a ~ ili~.. I ;il~ . Ill,II!"I' rei .'.J.~~I l~!jilll.tj~Bakil 'f - .. & ..~.!.. - ~ . -pc-- ==---:~I'.iI~
ml!f ii,llIi iUhuiul1= :i: Jif=1 ililii1ii I!~I Uu 'Ilii!ti; ilnWlii!ill!l!iliiillrl; lii!!il hi i!ii ii lin! ::: ~~f~~~~~:~
I;' ~; Ii l& :;i!iili!fg !,. I it I~ ~II ill~ . ii ii : '.r! II "ili I I ii j il~ ~ i ~;<I II ~<! ... _;;l.~~ ~. ~~.~ ~ _
II....~ ~ ". ._.
_... ~:;.y",:=J. "-~
:. ...~' s }, ~, ;' ~"f:- ~;
~,o~~ X> ~.
~l__~__~~ ~ __ ~!
MAROUF'S CAR WASH
! ;Ii
. !:
! "',
r S! i
---'-------J
~
-_"'__"'IU"_-'-"''-
_lOIO._....,..'___._ _
Lf'li'[ S[u>:C
at-. aMu.'--
~---
-.o'lC ...
~
-
~5 ~:..~ EI\j~
3:-> \ B[.-t. 'R
"':";3::...~
~'.:~
Vi:
r
,
I,)
-.....=-
~~~
f~ ::-
~~I
z ;:-
,
t~
P ~
~~
~ ~. f
<' ../.
r. ~~
1 ~ ~
- j; ~
-g-?
<: -
'=-_z._:r. ~ ~ ~
OJ-.f .2
::.
f
~
~ ~
;r. :.-:
::.
=f
~ I":,
~~. ~-;
=. ~ = ::-
'r: 1= -;: .i.
::.
::.
- ,
-
~ ~ ~
~
"'
.~ ~.
::.
mm
: ~ ~ ~r
~=-~!:irE
~ [a ~-f
-==~ ,;
tl -
l~
::.
<:
i
~ ~. :::;:-:;::;
~-r2- ~~~2-
...."'; I
--:i ~.
~f ;il
~ f :r. - ~
;r. ~ J
::.
::
::.
-- ~
~== :5
~~ ~
Q~
:~ ~
2'
~
::.
<:
::.
~-
..,. ~ '"
,
"'.
-
:::!
z
-:l
"'.
-
:::!
-
::;
'JO
;..: -
..-:: ::::
~- ~ ~
> ::E
, 5 >
~f
- ~ ~
~ ~
-=0.':::
EXHIBIT "B"
-
, -
~ ~ ~
? 5
~ ?
'7
1";. _
, ~t
~[p~t c; ~ p
~ -
i~
-.=--.!.o--"'-
-=1::'-
;~~~
~~~~
~~~~
un
"'-
z
Landscape Plan Details & '\otes
-=-
x.....,;
~~x
.!...='
-::?;?;
:: :: 1'".
.~-- ..
-. - -----=c-=~~-
:-=",,'imf( ~ ~ .*.,
--..: -- '. .. ..~
,
::::
:r.
f]
""0
(";>
~
H~U
~UU
~
M~RO()F__S CAB Vv:..6SH
.-Y_ ---"-"-___..
A -
~>
::;::~
>::
S~
~~
~
UH~
~;~~i
~~~"t:
~
~~
j;;
~
~. ....'~.
-~~;
o
(j
:::!
(j
""'I
"',
-
"';:.
~~
z
,....
~
(j
Z
~ >-
=.~
??
::3
r,;
(j
-
::P
-
- :3
~
;:::.
h
()
......
o
:::!
"'-
=~
~r
iUT, m!i,t :,.
il"T" i '1
!Ii m l!l I hi i11' i
iri m Hi ~i1mr': I, I
I: ll,~..~ I f"[!'Ii ..,
,. 1- N ,., I II'iriH~11
I mw~ ':.~I! '11*~~r
.. .".d I ','FiT!. ;. --,---. I
· I ' I " .., !l.. . . i
!ii~!l 1 r4. I' H ~i~ -7' i
!i.pll! U'l"~ 'I , m'
!o .. r, : Ill; i' (. i
1jll!' ,~- 1..-'-1 'it , '
-z ""19 W8~ ; i.i'! r I
"",' ~ s!I,:!) "1 i.l
[ ~lh.~/ l .
.. "'TTTiil1 ..
l'!j · I '.ilill .. ',"I'mw' _~
!" i~il ! ,:ji i .I!iilt : '5'
f1! ~ : i ! :!. 1,ll!!II:111 ~h ~~..
. .1,. !I,I,.-. -1'1,1'11' ,.11. 'c
. i ~'1 ! I : III' ~I i , . r:',:
'l~,T.'!'1 I' :: I'lllli.ll"
,! Rim II I: 'III i ,j il."
u..~l ,; jll ! II: II~' I !I' ;1; I
t].'.li.i.i
~
-~ --~~- ~ ~~:~-
=t!II-,1
~:~:'!I
n,... ',' I
.,. I,.
~'.' :
~'r-':.
"
~.." ~ i~(.
; ,~ '. i!-
; :_:";:. - ~ -
c ~':.. i ""
,\".. ~ 'I'
i~<,_r :i -1'
!
I
f
:....-~".......",..,~
i,iJ,i t,". ,.I~, :ti I
Ii! I
;!,' ;,.!
l!lj :~
! ~~;
hi!
;~~:
I!:i
1
~7~._
c.t.:!
-1
i' ~
'"
.
Hi
jipi
Iii!
!:
j!
'!
I
I
.
f~
55
-.
..
'!
-,
i
~iiJ ~. Ii. :~.:.
1:: 8'i'i!~ I_
f!. I ..=.!"~
I:' - _ .-- -a.-.,
1:1. ~
.~, . .
".. '3 I'
I '-----=----- ~ I;
, !
I!ll ...
.I'''''I''''j
I~ i!m~11 ~;~
11."".:.111
iliiiW!;I!i
! i! I:.,: Ii :I~
! '!:;!"r'ii III!'
II"' 1
i! i :n
Iii' Iii
, W
..,
~ .J.I!; ~~.
~ ,;"1;- r. :1 .1-
I r.>;~ f: ~ lli~i
___r f. I. ~
.... ~_, j K i
~~'r~ ~
l J
J i tr.~ll ~ "0" ..- ..-.., ,
~~,,~!i,:r' II ,~~, ~~.,
i,."!.~r!,!;~ - '!i ~
: !Uh; ~ h~ 'j@ : l~
~';l~ i ~ ~ Ii;;; ~ ~ ~ ~~:J~I
,
, I: !&i ~ 1
il/,!I! --~
HI; ~; ~F ~ : f- A~~'\,
.. :. "I...........-kd .'.;-0.,
I'I~;:; ,~~~
U ii; ~ ~1' t~~\~
!; ii ;,:/.1 j~!! A:;~! ~~ij!~
~~ : ,ii d: .. t
-! -~! i ~ !ja
Hi""
.n~c :l.j! :al Ii!:, - =I S I
"II" I.. .
sH!. i Ii ! "'~.
h..iI = ,- ~ .'~ I' I:;
hi, h 'i! I i' ;. ~
i!d Ii II;' ! ;!li
lii,!l 'Iii l:i!
",. I~ ~ , ,j
~! I ~ = si al i";I;
;1=\ ~ j Ii '" l
,,!~ I Ell!:
!I;' j I 'il
Jl-i I ,-
'.1' . ,.
in i
,,5 i i~
~ Ii
.'!;
I:
."
.;;
,<;
...
Ii
'"
~i
'! ;!
!I" :,
jl II
~i ~ ~
, .
-~
'l2:II:
...t.":'__~........ll'
- --"'--------
j'"~
. ti ._
~ .~. . Cif'-.
.-'--=d.... ~
~'~ i ~
~: ; . - ..--
;i
4~
.... oilj
.~ "
.J! !
.p,.~I
!!~~:~
, ,
,
!~
I~ ' 1- . iT.
:~ .i.L---IJ~
.i j
.~ a~!
..",
.
~
-i
i!
, ,
?
!:i
iii
i
IZ
;:,-',
iff.
ii' :
I Ii
m....;.'.j d
~
'~
~.: ;:z ! ~U
, ~-c };"
.1 &:::~ " Hrj ~i -li~
g H ~H ~~ f~ ~i ~~~~ ~"
I ~ ~ ~~ ; !: ;;;;
* i;1l..i . ., 'I .,
j ~ .~ i ~~ !I
ii! 1M'"
"rJ.-r~ ~ .~
~+--: ~ "
.>,,:, ~" !ii
~~~ '1- .... ~~~
~~w-L! I ~i ,!e: I~
ij t~ .
~ i~ ..:.'
~ '1'1' T'ill!l!Sl' 0 I> F!'
I i'!""'hl!~!Ii lB: .~ 1-/,,1
Illlil! ,IiI;'! I' !jF.i'lli~'G-'
I i!l"..i :1 i ! iiI i,~ Iltll ~ i'
! :11 lit ~ i I f I ._~ i,
i: li! I~ n~~
II .-~li i . i' I ~
,. i ~U; 12 I [I ~
_, 'P.,I. 'ljjll'I::j!i' -1
:~ !'ISlt!!I!I!I
"'1' .!~I'I"I
~ jliilF, Pi,.lj
d ;~ i.... P. SPil,
': !il!~!ij '1!~l!1
.' III 1 1 !ii iii
II 01 1 I, 'I'
I' ji Illil'
d I'f"
. Ii ,!",
it i i.-I
~ .~~
,i~'~l
I':} ii;J
II .fJ, ~_..
II L . II......!
, r '!, i'! !
I,': rl'
~L"":"
H. Burton Smith, P.E.
CONSULTING ENGINEERS
"m WlDPPOORWILL'I1U.1L
1nSt'P.u.M HAC&. n.. 33411
_~ 'All{...".....,.,.
:1i..-~:::~'~~i
~ II
.
I
1I
Ir I
! I
oj
lii,jjini!1
"I~I ;~!I
.... '~II I J
~l."~1I ,.,
!;1'lii! ':c~
=!i!!i'i0'
5"!III, , -
'1 (11,1 I
ri!,.lli !;c-
i;lq l ~ 1
,II
.' .
~! I
~I' '1Iieiiio!iii;ll!J ..!
Ilfl!~ :iljii , ,.; r #.;
~ I I.: :'1I!i.,. ~:DiH~"
. i:l. 111!i11i ..' .': ~!
a :1I11"ill" r ~: J' 'I'
I' il',:,: I 'i'. !
I ! !lji iit tttT i ! Ii
I : i ,!llj ~.~" I
" ~ '1.1. iI 1 ~
i ' 'Ii: , l'
. 5 ! I I : " : i
" I ~ :! I I .
SITE DEVELOPMENT DETAILS
MAROUFCAR W~
23lio itoRTii FEilEiiAL: iiwY.
IJOYNl'ON BEACJI f1..DRIDA
IT "B"
.:<
irl\
i; . UJ ~~
.r_~~lil~/!
f''"'G', " c" ','
'lillu' +::d-jll ;cl~
L_-I.
-c-;-------..
~
..2..::.:.._~_.!..-!.:
~ AilGlfJmCJ
~ ]IF]JEQ
;~
:~
,~
:~
--
-=== ~.
'l!OiIill;lP.1
....!!.:;. ~~~&i~"3 i
~~ftl!~~!~
" ;; I:;il r.~!
~ '1 ~ I n~
li!~ ~ ~ p
~
,1'.:.-
----t'.
I""
.....L.
;1 .1'1 .. ~.;,....-..., I
" j !IJt~~~rw~ ~ ,
jl:J' .I"~~I'
.a~: ,< . -: ~;:.
1!II;j~i!ac+~ ~. .'I~.
i 'I;~~! ~ . It;:~~1
..' ~ I. ,,~ ..' I ,I
" ' . ~ """...~ '-'-
"j ~' o;O.-c '" ~ ~; L..2i
~ I ~ ! I
I;;
'Ii
"II ~ 11'~111 :- ~i ~i.
. "I ,I ~
q'l ~1.d'li iii, 01
. ~~;iilt! !d' '"
"Iail 'I ~
-i Ii I i~!li..1 ~:~ i I' ~
i ' J!. 51;'J I ;,.. - ,
i1I'I':j:: 1. , :-lj' .
. /.
I .j
. ~
s:
=:i
H 1~
. ~_;' ;z
~~:~ ~
"'== ,l/'
1 "
~~~.
!> l,-i
"' j
to- _ __:!
-1
i;
p.;
-;0: _
;1' I,~ il ;-~i
'1'''11'1111 '~I!I /,'/,.\'
~I~,:~I:, 'I 'I' I~/~~
1111.11:1 ------:f' rl - T-
~ :l~!r Ii - -'.q ..". L I. ~
;~ I !!: !i ~~" I~ I ~
~~II~II 'I i Il:i ~ . ,5 '"'
" ,'! : ':~. I ~ ~
- ~ I ~ I ,! I , r.b: q;
!'I,II I I --:;::- f .' -71 'J'
, I 0 ~. 01 I < '
~= ~, I _.::::..... - ~ I 1'.,. l ~
. IK~'~":I"! l~
I ,il~lli'il I: 'G
,.y." ':. '"
" ;Ie". iI. ,.
. :-lItl'i"!~
, ~.t :.~ ,,~ I'
". !I~ li~.!iJ. Ii
"E I! !:~ ~ II~ !!
,! P~II!.ll
I 'I D i~::
-i id ,I'
I \;
, '. '~.; Ai> .,
! !i~',K.
TI~" , f~n~
, /'~
~ :,'~'I lit:
ili1i'atttlj if,
I I ..., Ii
I
,
~
itt
tfI
If
~
~
-~
~-
/
{.
=
1-.1
'" :?
"'
- ~
~~-
~
~
~b-'~" ", .Lc__ ~-'-"<+"..,- ="',~_~ ., .__ '::fi
'7;' -, ,--.c-=~:> ..~._ ; ~ ~::~-=- "._'__ --:-; ~~
" >'.. .---.. ..., " I I' s:
' - ---- -t _"._. r 'I;~
' ~ I . :,~i
--\-~'>-.. - ---.,,: I "'I' ~
r .. .0: -I
'" .-.' :::-.,.. · ii' ,
· ". . i'I'=_
' "".-,-..,- '.,
.. .. '~, ." · , '.. · J:
. II -<
:. "~ --':::--"'~:--~~~~~~~': .---, ::~, ii
~~:", - '. ,
~ ~ ~
'\
.
\
--
I
<
~
<
t
; .z:.. ~
~ ::
;: ,
i"'_ """'!
- . ,'"
~ :3.
oJ; !.
g
:( -
(")
~,,'t
r-
CD
. t ~
5.
~
..::: ~ I ~;J ~
wrmp
a ~ ~ ~~~
Q ~
5 ~
~ ~
~
"
'.f,
"'J
^
~ -
M~R9..UF'$J;AR WASH
,. .:::
-- $ '="
:::2
-
-
~ :::
lmgatJOl1 Plan
"':" ;,
.. R WASH
FB CA ______~_
MARQU ___ _
I. '\ ore,
Del<uls L'-
IrngatJOl1
-
:: ~ ~
':z
Z
/ '=
;?;
E~tHarr 1\ B 1\
~~~2~:'
;: ~ 2;: _
-
"~~= :~
z.~. _..."
- -,: -"'"'(, r' _
'-,- I. ~= _-::
- ~ -,,~ ...:
- - -
MAROUF CAR WASH
ANSWER TO TECH REVIEW COMMENTS
September 16 2003
6
File No NWSP 03-011
RESPONSE TO FIRST COMMENTS
PUBLIC WORKS
1 thru 3 are not applicable to this site plan Garbage cans will be used
Public Works - Traffic
4 Traffic done by Civil Engineer, Burt Smith
5 Copy of 13-foot ingress-egress easement enclosed
6 Submitted on CIvil Plan and site plan
7 Done on both Civil and Site Plans
8 Done on site plan
9 Done on site plan
10 Done on site plan
UTILITIES
11 There are no utility easements on this site 6' utility easement is on adjacent property
to the east There IS a power line running along the north property line (no easement)
The water and sewer lines are shown on site plan
1 2 Comment for information
13 Turned in by Civil Engineer
14 Comment for Information
15 Well located on site for Irrigation
1 6 Hydrants are shown and are within 110 feet of furthest point of bUilding
1 7 For information and labeled on plans
1 8 Statement on site plans
1 9 Comment for information
ENGINEERING
20 thru 22 Comments to Engineer regarding errors and emissions
23 Comment
24 Scales provided
25 Comment for Info
26 Have been shown on site plan
27 New FPL pole mounted security light In NW corner of property
28 Note on site plan (monument sign) hours of operation 7 am to 7 pm
29 Comment
30 done on landscape plan
31 On landscape plan
32 LIS and site plans will be same scale
33 Addressed on LIS plan
34 thru 36 Requesting sidewalk waiver
37 Relabeled as flush header curb
38 On drainage plan
39 Done by Civil Engineer
MAROUF CAR WASH
ANSWER TO TECH REVIEW COMMENTS
September 16 2003
40 Comment for Info
41 Done by Engineer
42 Done by Engineer
43 By Engineer
44 Comment Owner to ask adjacent property owner If we can remove wall
45 Comment
46 We were asked by City Commission to have traffic only eXit to the west
47 Comment for Info
FIRE
48 Comment noted on site plan
49 Comment for info
BUILDING DIVISION
50 Type 5 construction on site plan
51 Group B on site plan
52 Comment
53 Done on site plan
54 Done on site plan
55 Done on site plan
56 a 9 50 b 9 50 on site plan
57 Is so on site plan
58 Done
59 Done
60 Noted
61 Comment
62 Comment
63 This is a new building and the entire site will be bUilt
64 Done on site plan
65 Well location labeled
66 Will be obtained
FORRESTER/ENVIRONMENT ALlST
Landscape Plan
67 Corrected on LIS plan
68 On LIS plan
69 Comment for Info
IrrlQatlon Plan
70 Noted
71 Comment and noted
MAROUF CAR WASH
ANSWER TO TECH REVIEW COMMENTS
September 16 2003
PLANNING & ZONING
72 Check #28
73 There IS no sound system
74 PrevIous approval was approved for 1 off street parking space We show 2 parallel
spaces, one space inside the car wash and one space In the detail tent for total of 4
75 Done by Engineer
76 Chap 2,C 3 b LDC When abutting a residential zone, side and lor rear yards shall be
thlrtv (30) feet minimum
77 Comment
78 Comment
79 Comment
80 Comment for info
81 Have been submitted
82 Were submitted on previous boards
83 Comment for info
84 Comment
85 We will be requesting approval for LIS material in R/W
86 Comment
87 LIS Plan
88 Noted
89 Comment
90 Noted
91 Noted
92 Noted
93 Were submitted with previous submittal
94 Submitted on previous boards
Facsimile
TRANSMITTAL
CITY OF BOYNTON BEACH
100 E. BOYNTON BEACH BOULEVARD
POBOX 310
BOYNTON BEACH, FLORI DA 33425-0310
PHONE: (561) 742-6260
FAX. (561) 742-6259
PLANNING AND ZONING DIVISION
to Benl Kruger
fax #. 264-4611
date: August 5, 2003
from: Enc Johnson, AICP
re: 1 S I REVIEW COMMENTS FOR Marouf's Car Wash
Attached, you wIll find the 1 st reVIew comments for the above referenced pro] ecl.
The TechnIcal ReVIew CommIttee (TRC) meetmg IS tentatIvely scheduled for
Tuesday August 19, 2003 In order to mamtam the current project reVIew
schedule, proVIde the followmg documents at the TRC meetmg
1 ReVIse your plans so that they affirmatively address each of the 1 st reVIew comments.
Bnng 10 sets of the revIsed plans to the scheduled TRC meetmg. Each set of plans
should be complete, stapled, and folded. Do not bnng mcomplete, unstapled plans to the
TRC meetmg. Please note that the new sets of plans should contam the same plan type
(1.e. survey, SIte plan, landscape plan, floor plan, dramage plan, etc) as that of the
ongmal submIttal.
2 Address each comment WIth a wntten response. Each wntten response should bnefly
summanze how the comment has been addressed on the revIsed plans. At the TRC
meetmg, please provIde 10 copies of your wntten responses. You may also mc1ude
supplemental mformatIOn. The wntten responses promote effiCIent reVIew of your plans
dunng the TRC meetmg.
3 SubmIt any addItional mformatIOn as requested wlthm the attached comments, ( 1.e.
traffic Impact analysIS / statement, dramage certificatIOn, concurrency documents, etc )
4 SubmIt 2 sets of reduced SIzed copIes of your plans (survey, SIte plan, elevatIOns,
landscape plans, etc) One set should be SIzed 8 yz" x 11" and the other SIzed 11" x 17"
These reduced SIzed plans wIll be used for the final report and publIc presentatIOn.
If you have questions regarding the attached comments, please contact the
TRC representative or designee (listed below) that generated the comment.
DEPARTMENT REPRESENT A TIVE REPRESENT A TIVES' PHONE FAX
DESIGNEE
Engmeenng Dave Kelley Launnda Logan 742-6482 742-6485
BUIldmg Don Johnson TImothy Large 742-6352 742-6352
Fire Department Steve Gale Bob Borden 742-6602 364-7382
Rodger Kemmer 742-6753 742-6357
PolIce Department Marshall Gage John Huntmgton 737-6167 737-3136
UtilIties Pete Mazzella H. DaVId Kelley Jr 742-6401 742-6485
PublIc Works-General Larry Qumn Launnda Logan 742-6482 742-6485
PublIc W orks- Traffic Jeffrey Livergood Launnda Logan 742-6482 742-6485
Parks & RecreatIOn John Wildner N/A 742-6227 742-6233
F orester/EnvIronmentalIst Kevm Hallahan Kevm Hallahan 742-6267 742-6259
Planmng & Zonmg Michael Rumpf, Enc Johnson 742-6262 742-6259
CHAIRMAN
If the plans are reasonably complete and all comments are adequately addressed followmg the
TRC meetmg (2nd reVIew), the project IS then forwarded to eIther the Planmng and Development
Board Meetmg or CommunIty Redevelopment Agency Board (whIchever IS applIcable) held
approxImately 2 to 3 weeks followmg the TRC meetmg.
Note' Items recogmzed by staff as typIcally outstandmg at thIS pomt mclude a traffic
report and/or confirmatIOn ofthe traffic concurrency approval from the Palm Beach
County, dramage certIfication by a lIcensed engmeer, sIgned "RIder to SIte Plan
ApplIcatIOn" form, and colored elevatIOns ofthe proposed project. ThIS mformatIon IS
necessary for the project to proceed to the publIc meetmgs. If you have submItted thIS
mformatIOn, please dIsregard thIS note.
The applIcant should not attend a TRC meetmg (2nd reVIeW) until all documents have been
revIsed and copIed for staff reVIew TRC meetmgs can be held every Tuesday If you antiCIpate
that your plans WIll not be fully revIsed or do not adequately address the comments by the time
we meet for TRC, contact Shene Coale at (561) 742-6260 by the Thursday pnor to that TRC
meetmg and reschedule to a later date when your plans WIll be adequately revIsed. It IS better to
postpone a TRC meetmg to a later date than to attend a TRC meetmg only to pay for addItIOnal
staff reVIew for another TRC reVIew Please note however, that the remamder of the project
reVIew schedule (for the PublIc Heanng and City CommIssIOn) may be changed as a result of
postponmg thIS TRC meetmg.
Revised OS/29/03
S:IPlanning\SHARED\WPIPROJECTS\Gateway Texaco\Maroufs Car Wash NWSP 03-011\151 Review conunents FAX COVER.doc
DEPARTMENT OF DEVELOPMENT
MEMORANDUM NO PZ 03-154
TO
TRC MEMBERS
-Rcroger Kemmer, r-Irt:: Plult::dlofl EII~
Kevin Hallahan, Forester/Environmentalist
Jol"lI. IlulllillytoR; Polir.p. Department ___
H Di:lvld Kelley Jr , Ulililit::~ DepaRment
TImatAY K. LSF€Je, ~uildinQ Oi\fic:inn_
Ken Hall, (Engineering) Public 'Norks CCFlerat
John Wildner, Parks Division
~aul illda Logal., CFlgineering Dt:lJd.lll.cl.t
Eric Johnson, Planning Department
FROM
~ \}-'\L--
Michael W Rumpf
Director of Planning and Zoning
DATE
June 19, 2003
RE
SITE PLAN REVIEW PROCEDURES
1 ST Review - New Site Plan
Project Marouf's Car Wash
Location - 2360 North Federal Highway
Agent Beril Kruger
File No NWSP 03-011
Find attached for your review the plans and exhibits for the above-referenced project. Please review the
plans and exhibits and transmit formal written comments Comments should be made available
via e-mail to Sherie Coale and I no later than 5.00 P.M. on Mondav. Julv 7.2003. When preparing
your comments, please separate them into two categories, code deficiencies with code sections
referenced and recommendations that you believe will enhance the project.
Adhering to the following review guidelines will promote a comprehensive review and enable the
applicant to efficiently obtain Technical Review Committee approval
1 Use the review standards specified in Part IV, Land Development Regulations, Site Plan Review
and the applicable code sections of the Code of Ordinances to review and formulate comments
2 The documents submitted for the project were determined to be substantially complete with the
exception of traffic data, however, if the data provided to meet the submittal requirements is
insufficient to properly evaluate and process the project based on the review standards or the
documents show code deficiencies, additional data and/or corrections should be requested by the
reviewer by contacting Eric Johnson, or myself
3 Each comment shall reference the section of the code that is incorrectly depicted on the
documents
4 Technical Review Committee member(s) shall identify in their comments when the plans depict or
when the location and installation of their departmental required improvements may conflict with
other departmental improvements
Page 2
5 When a TRC Member finds a code deficiency that is outside of his/her review responsibility, the
comment and the specific code section may be included in their review comments with the name of
the appropriate TRC Member that is responsible for the review specified
6 If a TRC member finds the plans acceptable, he/she shall forward a memorandum, within the time
frame stated above, to me The memorandum shall state that the plans are approved and that they
do not have any comments on the plans submitted for review and that they recommend the project
be forwarded through the approval process.
All comments shall be typed, addressed and transmitted or e-mailed to Sherie Coale and I for distribution
to the applicant. Please include the name and phone number of the reviewer on this memorandum or e-
mail Eric Johnson will be the Planning and Zoning staff member coordinating the review of the project.
First review comments will be transmitted to the applicant along with a list of Technical Review Committee
(TRC) members
MWR.sc
Attachment
XC Steve Gale, Fire Marshal
Bob Borden, Deputy Fire Marshal
Marshall Gage, Police Department
Pete Mazzella, Assistant Dir Of Utilities
Jeffrey Livergood, Public Works Director
Don Johnson, Building Division
S \Planning\SHARED\WP\PROJECTS\Zuhair Marouf\Maroufs Car Wash CO US 03-007\TRC Memo for 1st Plans
Review doc
Revised 1/14/02
----
CITY OF BOYNTON BEACH
Fire and Life Safety Division
100 East Boynton Beach Blvd
POBox 310
Boynton Beach, Florida 33425-0310
PLAN REVIEW COMM.ENTS
For review of'
NWSP 03-011 1st review
Reviewed by'
Marouf's Car Wash
2360 N Federal Hwv.
4 Rodaer Kemmer, Fire Protection Enaineer
Project Name and Address
Department:
Fire and Life Safety
Phone
(561) 742-6753
Comments to
Sherie Coale by email on 6/24/03
CODE REQUIREMENTS
~ The site plan and master plan design documents shall adhere to Chapter
9 of the Code of Ordinances of the City of Boynton Beach entitled "Fire
Protection and Prevention" This ordinance adopts NFPA 1, Fire
Prevention Code, 2000 edition, and NFPA 101, Life Safety Code, 2000
edition (These codes, as amended are identified as the Florida Fire
Prevention Code)
~ Prior to Fire Department approval of a building permit, new construction
projects must provide the results of a hydrant flow test indicating a fire flow
not less than 1500 gpm @ 20 psi above domestic use This applies to
new or existing hydrants within the required 200 ft. of the facility
CITY OF BOYNTON BEACH, FLORIDA
INTER-OFFICE MEMORANDUM
~
TO Michael W Rumpf DATE 717/03
DIr of Planmng & Zomng
SUBJECT Maroufs Car Wash
FROM. Off John Huntington REFERENCES SIte Plan
PolIce Department
CPTED PractItioner
ENCLOSURES
FILE
NWSP 03-001
I have vIewed the above bUIldmg plans and have the following comments.
No Comment.
DEPARTMENT OF DEVELOPMENT
BUILDING DIVISION
MEMORANDUM NO 03-136 Revised
~
~
.~
List of Acronyms/Abbreviations:
ASCE American Society of Civil
Engineers
CBB - City of Boynton Beach
CBBCO City of Boynton Beach
Code of Ordinances
CBBCPP - City of Boynton Beach
Comprehensive Plan Policy
CFR - Code of Federal Regula-
tions
FBC - Florida Building Code
FIRM - Flood Insurance Rate Map
F S - Florida Statutes
LOR - Land Development Regula-
tions
NGVO - National Geodetic Verti-
cal Datum of 1929
SFWMO - South Florida Water
Management District
TO
Michael W Rumpf
Director of Planning and Zoning
Timothy K. Large ~
TRC Member/Building DiviS~
We have reviewed the subject plans and recommend that the request be forwarded for Board
review with the understanding that all remaining comments will be shown in compliance on the
working drawings submitted for permits.
FROM
DATE
July 2, 2003
BuildinQ Division (Site Specific and Permit Comments) - Timothv K. LarQe (561) 742-6352
--;75
SUBJECT
Project - Marouf's Car Wash
File No - NWSP 03-011 - 1 st review
1
Indicate within the site data the type of construction of each building as defined in Chapter 6
of the 2001 FBC
2
Indicate within the site data the occupancy type of each building as defined in Chapter 3 of
the 2001 FBC
Buildings, structures and parts thereof shall be designed to withstand the minimum wind
loads of 140 mph Wind forces on every building or structure shall be determined by the
provisions of Chapter 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
Add to each building that is depicted on the drawing titled site plan and floor plan a labeled
symbol that identifies the location of the handicap accessible entrance doors to the building
2001 FBC, Sections 11-4 1.2 and 11-4 3
Where parking spaces are provided, accessible spaces complying with Section 11-4 6 of the
2001 FBC shall be provided in each such parking area. 2001 FBC 11-4 1.2
6 Add a labeled symbol to the site plan drawing that represents and delineates the path of
travel for the accessible route that is required between the accessible parking space and the
accessible entrance doors to each building The installed symbol, required along the path,
shall start at the accessible parking space and terminate at the accessible entrance doors to
each building The symbol shall represent the location of the path of travel, not the location of
the detectable warning or other pavement markings. The location of the accessible path shall
not compel the user to travel in a drive/lane area that is located behind parked vehicles
Identify on the plan the width of the accessible route (Note The minimum width required by
the code is forty-four (44) inches) Add text to the drawing that would indicate that the symbol
represents the accessible route and the route is designed in compliance with Section 11-4 3
(Accessible Route) and 11-46 (Parking and Passenger Loading Zones) of the 2001 FBC
S:IDevelopmentlBuildinglTRCITRC 20031Marouf's Car Wash Page 1 of 2
3
4
Please note that at tim~ I' permit review, the applicant shall ~ vide detailed documentation
on the plans that will verify that the accessible route is in compliance with the regulations
specified in the 2001 FBC This documentation shall include, but not be limited to, providing
finish grade elevations along the path of travel
7 Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed
for the/each building Verify that the proposed elevation is in compliance with regulations of
the code by adding specifications to the site data that address the following issues [Section
3107 1.2, Chapter 31 of the 2001 FBC]
a) The design professional-of-record for the project shall add the following text to the site
data. "The proposed finish floor elevation _ _ NGVD is above the highest 100-year
base flood elevation applicable to the building site, as determined by the SFWMD's
surface water management construction development regulations."
b) Identify the floor elevation that the design professional has established for the building
within the footprint of the building that is shown on the drawings titled site plan, floor plan
and paving/ drainage (civil plans)
8 On the drawing titled site plan, identify and label the symbol that represents the property line
9 As required by Chapter 4, Section 7 of the LDR, submit a floor plan drawing The building
plans are not being reviewed for compliance with the applicable building codes Therefore,
add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan
10 As required by the CBBCO, Part III titled "Land Development Regulations", submit a site plan
that clearly depicts the setback dimensions from each property line to the leading edge of the
building(s) The leading edge of the building(s) begins at the closest point of the overhang or
canopy to the property line
11 Place a note on the elevation view drawings indicating that the wall openings and wall
construction comply with Table 600 of the 2001 FBC
12 At time of permit review, provide a completed and executed CBB Unity of Title form The form
shall describe all lots, parcels or tracts combined as one lot. A copy of the recorded deed with
legal descriptions, of each property that is being unified, is required to be submitted to
process the form The property owner that is identified on each deed shall match
13 At time of permit review, submit signed and sealed working drawings of the proposed
construction
14 Add to all plan view drawings of the site a labeled symbol that represents the location and
perimeter of the limits of construction proposed with the subject request.
? 15 Minimum sanitary facilities shall be provided per the 2001 FBC, Plumbing, Section 403 1
16 According to the CBBCPP 3C3 4, the City shall continue to encourage the use of non-potable
water for landscape irrigation An alternate water source other than city water shall be utilized
for the irrigation system
17 A water-use permit for the irrigation system is required from the SFWMD A copy of the permit
shall be submitted at the time of permit application, F S 373.216
bf
S'IDevelopmentlBuildingl TRC\ TRC 20031Marouf's Car Wash
Page 2 of 2
~1\_~:
I . \
( . - lor
I ~ .~
t. I
\ I
.~ /.
;. . " "'~.~. '. _':~
j ,') .,.j -
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO 03-138
FROM
Michael W Rumpf Director Planning and Zoning
Laurinda Logan, P E., Senior Engineue' -
July 7,2003
Review Comments
New Site Plan - 1 st Review
Maroufs Car Wash
File No. NWSP 03-011
TO
DATE
RE
The above referenced Site Plans, forwarded on June 20, 2003, were reviewed by representatives from
Public Works, Engineering and Utilities against the requirements outlined in the City of Boynton Beach
Code of Ordinances. Additionally, the adjacent lot, which is depicted on this plan, has previously been
submitted to the City as a new site plan The comments generated from that submittal, in November
2001, were also reviewed here
The civil plans provided are for Marouf's Car Wash, which was also submitted under separate cover as a
new site plan No civil plans for the Gateway Texaco were found and therefore a complete review is not
possible However using the available information key elements were looked at and we offer the
following comments with the appropriate Code and Land Development Regulations (LDR) referenced
PUBLIC WORKS - GENERAL
1 Prior to permit application contact the Public Works Department (561-742-6200) regarding the
storage and handling of refuse
2 Indicate in your response how solid waste will be handled at this site, by roll-out cart or dumpster If
the expected volume of trash cannot be handled by roll-out cart a dumpster enclosure will be
required and shall be constructed in accordance with City Standard Drawing G-4
3 Provide a minimum turning radius of 60 ft. to approach the dumpster Provide a minimum backing
clearance of 60 ft. (measured from the front edge of the dumpster pad) (LDR, Chapter 2, Section
11 J.2.b )
PUBLIC WORKS - TRAFFIC
4 Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from
Palm Beach County Traffic Engineering
5 Provide a copy of the thirteen (13) foot ingress/egress easement through the Gateway Texaco station
for review and approval and reflect it on the site plan
Public Works Department/Engineering Division Memo No 03-138
Re Marouf's Car Wash, New Site Plan 1st Review
July 7, 2003
Page 2
6 On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars,
stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc.
See City Standard Drawings "K" Series for striping details
7 Rotate the stop bar to be perpendicular to the direction of traffic flow Stop bars shall be 24 inches in
width Relocate the "Stop" sign and "Do Not Enter" signs within the private property
8 Provide complete detail(s) for handicap parking, using City Standard Drawings K-3 and K-4
9 Correct parallel parking dimensions to 12 ft. x 25 ft. in accordance with City Standard Drawing K-2.
10 Designate one of the two parallel parking spaces for handicap parking and stripe accordingly
Provide a handicap accessible walkway to any areas the customer(s) may need/desire access to (ie
the bathroom at the Texaco Station next door)
ENGINEERING
11 Numerous errors and omiSSions have been noted on these proposed plans and in this review
comments report. Drawings need to be thoroughly checked and coordinated by the consulting
engineer It is the responsibility of the consulting engineer to familiarize himself with the City of
Boynton Beach Land Development Regulations prior to submission of plans Quality control is the
responsibility of the consulting engineering - not the City of Boynton Beach
12 All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets
13 Please note that changes or revisions to these plans may generate additional comments
Acceptance of these plans during the TRC process does not ensure that additional comments may
not be generated by the Commission and at permit review
14 Proof of other agency permits shall be required prior to the issuance of the paving and drainage
permit.
15 Provide written and graphic scales on all sheets, including the survey
16 Specify the 2000 Edition(s) of the FOOT Standard Specifications for Road & Bridge
Construction, and Standard Index, as the construction standard(s)
17 Show all existing utilities on Site Development plan (LDR, Chapter 4, Section 7.A.3)
18 Show proposed site lighting on the Site and Landscape plans (LDR, Chapter 4, Section 7 B 4) The
lighting design shall provide a minimum average light level of one foot-candle On the Lighting Plan,
specify that the light poles shall withstand a 140 MPH wind load (LDR, Chapter 23, Article II, Section
A.1.a and Florida Building Code) Provide a note that the fixtures shall be operated by photo-
electrical control and are to remain on until 2:00 a.m. (LDR, Chapter 23, Article II, Section A.1 a.)
Include pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV,
Public Works Department/Engineering Division Memo No 03-138
Re Marouf's Car Wash, New Site Plan 1st Review
July 7, 2003
Page 3
Section 11, Chapter 23, Article I, Section 5 B 7 and Chapter 23, Article II, Section A on the Lighting
Plan Glare which is readily perceptible at any point at or beyond the property on which the use is
located is prohibited (LDR, Chapter 2, Section 4 N 7) Lighting shall be directed away from any
residential uses (LDR, Chapter 2, Section 4 N 7) Lighting shall not be used as a form of advertising
in a manner that draws more attention to the building or grounds at night than in the day (LDR,
Chapter 9, Section 10 F 5) If possible please provide photometries as part of your TRC plan
submittals - it is much easier to identify and correct any deficiencies now than while you are waiting
on a permit!
19 If no lighting is to be provided add a note to the site plan that the hours of operation of the car wash
will be subject to TRC approval
20 It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate
future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.1 b)
21 Show sight triangles on the Landscape plans (LDR, Chapter 75, Article II, Section 5 H ) using 25
(twenty-five) foot triangles for the Las Palmas driveway Please note, in accordance with the
referenced section of the LDR, that the sight triangles are placed at the intersection of the property
line and side of accessway
22 Indicate, by note on the Landscape Plan, that within the sight triangles there shall be an unobstructed
cross-visibility at a level between 2 5' and 6' above the pavement (LDR, Chapter 7 5, Article II,
Section 5 H )
23 The LDR requires the Landscape plan scale to match that of the Site plan (LDR, Chapter 4, Section
7 C 1). The use of a 10 scale is preferred
24 The Pink Tabebuia proposed east of the driveway may need to be relocated after revising the sight
triangles.
25 Sidewalks shall be 4 feet wide along local streets, and 5 feet wide along streets of higher
classification (LDR, Chapter 6, Article IV, Section 10 T , and Chapter 22, Article I, Section 5)
26 Sidewalks shall meet or exceed State Handicap Code requirements and comply with the Standard
Building Code and amendments thereto (LDR, Chapter 23, Article II, Section K)
27 Sidewalks adjacent to parking lots shall be continuous through all driveways and shall be 6 in thick
within driveways (LDR, Chapter 23, Article II, Section P)
28 Specify flush header curb within the Las Palmas right-of-way
29 Provide an engineer's certification on the Drainage Plan as specified in LDR, Chapter 4, Section
7 F.2.
30 Provide preliminary drainage calculations showing pre- and post-development permeability and
required storage.
Public Works Department/Engineering Division Memo No 03-138
Re Marouf's Car Wash, New Site Plan 1st Review
July 7,2003
Page 4
31 Full drainage plans in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at
the time of permitting
32. Provide at least one point of legal positive outfall to convey stormwater discharge from the
development site per the City of Boynton Beach "Engineering Design Handbook & Construction
Standards" manual
33 Indicate by note that catch basin and manhole covers shall be bicycle proof (LDR, Chapter 6, Article
IV, Section 5.A.2.g)
34 Specify storm sewer diameters, inlets types, etc. on drainage plan Indicate grate rim and invert
elevations for all structures Indicate grade of storm sewer segments. Indicate material specifications
for storm sewer
35 Will the existing masonry wall on the adjacent property (to the east) be removed prior to construction
of the new six (6) foot masonry wall? If the existing 70 feet of six (6) foot wall on the abutting
property (shown on the survey) is not to be razed, obtain approval of the property owner to tie into
that wall If the new privacy wall must be constructed, then arrangements should be made to remove
the existing wall, otherwise there will be two 6 foot walls with an approximate 3 feet space between
them.
36 Staff recommends using a swinging gate at the egress driveway in place of the proposed rolling gate
It will take up less room.
37 Reconfigure the flush header curb on the east side of the egress driveway so that the radius is to the
east rather than the west. This will allow traffic to make a left turn when exiting the site
38 Paving, Drainage and Site details as shown on the Site Development Detail sheet 3 of 3 will not be
reviewed for construction acceptability at this time All engineering construction details shall be in
accordance with the applicable City of Boynton Beach "Engineering Design Handbook &
Construction Standards" manual and will be reviewed for constructability at the time of construction
permit application
UTILITIES
39 All utility easements shall be shown on the site plan and landscape drawings (as well as the Water
and Sewer Plan Sheet) so that we may determine which trees may interfere with utilities In general,
palm trees will be the only tree species allowed within utility easements Canopy trees may be
planted outside of the easement so that roots and branches will not impact those utilities within the
easement in the foreseeable future The LDR, Chapter 7 5, Article I, Section 18 1 gives public
utilities the authority to remove any trees that interfere with utility services, either in utility easements
or public rights-of-way
-.0=__ - 40 Palm Beach County Health Department permits may be required for the water and sewer systems
serving this project (CODE, Section 26-12)
61
I~S-()u 71 ~
CZ.d
42 The CODE, Section 26-34(E) requires that a capacity reservation fee be paid 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 demand
43 Comprehensive Plan Policy 3 C 3 4 requires the conservation of potable water City water may not,
therefore, be used for irrigation where other sources are readily available
44 The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200
feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition,
by showing all hydrants
45 Appropriate backflow preventers will be required on the domestic (or car wash) water service to the
building, and the fire sprinkler line if there is one, in accordance with the CODE, Section 26-207
46 The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are
available and will be provided by other appropriate utility agencies This statement is lacking on the
submitted plans
47 Utility construction details as shown on the Site Development Detail sheet 3 of 3 will not be reviewed
for construction acceptability at this time All utility construction details shall be in accordance with
the Utilities Department's "Utilities Engineering Design Handbook & Construction Standards"
manual, they will be reviewed at the time of construction permit application
LUck
Cc: Jeffrey R. Livergood, P E., Director, Public Works (via e-mail)
Peter V Mazzella, Deputy Utility Director Utilities
H David Kelley, Jr , P E.I P S M , City Engineer, Public Works/Engineering (via e-mail)
Glenda Hall, Maintenance Supervisor, Public Works/Forestry & Grounds Division
Larry Quinn, Solid Waste Manager, Public Works/Solid Waste
Ken Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail)
File
S:\Engineering\Kribs\Maroufs Car Wash, New Site Plan 1st Rev .doc
/'
Plannin2 Memorandum. Forester / Environmentalist
To
Enc Johnson, Planner
From.
Kevm J Hallahan, Forester / EnvIronmentalIst
Subject:
Gateway Texaco
CondItlonal Use - 1 st ReVIew
caus 03-007
Date'
June 30, 2003
I have no comment on the condItlonal use for the above sIte.
Landscape Plan-Existin2 Trees/ Ve2etation
1 The applIcant has mdIcated on the landscape plan the eXIstmg trees that wIll be
preserved, and relocated on the sIte All existing trees and / or hedge plants shown for
removal must be replaced on the site A separate symbol should be used on the
landscape plan to Identlfy these trees and vegetatIOn.
The eXIstmg trees and hedge plants may not meet the landscape requIrements for the SIte
due to grade dIfference between the SIte and the eXIstmg vegetatIOn. A cross sectIOn
detaIl must be provIded to show the landscape buffer between the proposed parkmg
dnveways and the eX1stmg trees / newly mstalled landscape. [EnVIronmental
Regulatlons, Chapter 75, ArtIcle II Sec 7 C ]
Landscape Plan
2. All newly mstalled trees lIsted on the Plant LISt (includmg mIssmg CIty SIgnature tree)
must be lIsted m the specIficatlons as a mmImum of 12'-14' heIght, 3" calIper at DBH
(45' off the ground), and Flonda #1 (Flonda Grades and Standards manual)
[EnVIronmental RegulatIOns, Chapter 7.5, ArtIcle II Sec 5 C 2]
3 Trees and plants lIsted m the Palm Beach County "mvasIVe plant specIes" and " mvasIve
non-natIVe plant" lIstmg should not be mcluded m the landscape desIgn. FICUS
benJamma cannot be planted m the City of Boynton Beach. [EnVIronmental
RegulatIOns, Chapter 75, ArtIcle I Sec 19A.5]
Irri2ation Plan
There IS an ImgatIOn system desIgn mcluded wIth the SIte plans. [EnVIronmental
RegulatIOns, Chapter 7 5, ArtIcle II Sec. 5A.]
4 Turf and landscape (beddmg plants) areas should be desIgned on separate zones and tlme
duratlon for water conservatIOn. [EnVIronmental RegulatIons, Chapter 75, ArtIcle II Sec
5 C.2]
Kjh
FIle