PLANS (2ND REVIEW)
~
l.{)
L
10'
co
01
01
~
L[")
"'"
c'ri
o
Lii
-
~
o
c:
:=l
J
c
o
:;;:
(YJ
I
~
Cl.l
~,
01
N
.--<'
OJ
c:
L1.J
..-
OJ
;!:
a
..-
.;...:J
,",--
. ':.~ . .,.:' ,:;, -
-;; "
LEGAL DESCRIPTION:
~i, ,. - ;.
:',:
~ I, '
;v'~
. ~
'";" ~~
",;, '",.\
j - :.
:'\
GENERAL STATEMENT:
A portion of Section 2, according to the Plat of COQUINA COVE,
as recorded in Plat Book 24, Page 14, Public Records of Palm
Beach County, florida, being more particularly described as
follows:
thence North 02' 54' 00- East along said right-of-way line a
distance of 29.02 feet to the beginning of <] curve concave to
the East having a rodius of 7589.49 feet and <] central angle of
01' 47' 46-; thence Northerly along the arc of sold curve a
distance of 237,93 feet to the beginning of a compound curve,
concave to the Southeast having a radius of 12.00 feet and <]
central on91e of 85' 18' 18"; thence Northeasterly oIong the arc
of said curve a distance of 17,87 feet to a point on the South
right-of-way line of said Shore Drive; thence South 90' 00' 00"
East, along said South right-of-way line, a distance of 202,88
feet to the beginning of a curve concave to the Southwest
having a radius of 25,00 feet and a central angle of 76' 18'
38"; thence SoIUtheasterly, along the arc of said curve a
distance of 33.30 feet to the beginning of a reverse curve,
having a radius of 207.40 feet and a central angle of 22' 29'
.39"; thence Southeasterly along the arc of said curve a distance
of 81.43 feet to the POINT OF BEGINNING,
Containing in all 76,024.186 square feet or 1.745 acres more or less
I
I
-~
The proposed development for this site is the construction of a
7,234 sf single story Autozone ooto parts store, together with
associated parking, drainage, and utilities.
A
Commence at the centerline intersection of Shore Drive and Ocean
Inlet Drive as shown on said plat; thence Southerly along said
centerline of Shore Drive and the arc of a curve, said curve
being concave to the Northeast. having 0 radius of 182,40 feet a
central angle of 23' 23' 56", a radial bearing at this point of
North 90 00' 00" East. an arc distance of ]4,49 feet to a
point; thence South 00. 00' 00- East a distance of 50,01 feet to
the POINT OF BEGINNING of the hereinafter described parcel;
thence continue South 00' 00' 008 East (] distance of 184,96 feet
to a point; thence North 90' 00' 00" West, along the South line
of said Section 2. a distance of 290.46 feet to a point on the
East line of the parcel described in Official Record Book 606.
Page 198 and the East right-of-way line of U,$, Highway No.1;
EXIST. HYDRANT
SHORE
DR I VE
---
----
--------.....
----------- "
)-
/
I
76'1\'38.
25. o~t
19.64\~
33.30 \
\
UNDER CONSTRUCTION /'
----~ . /
_------------ \ 60 R W _ _ I _ - --
-- EXIST. GRASS I\4EDIAN _ l- - - \ _ _ _ _ _ _ - - - - - - - -
- - - - - - -<,J~OINTS OF ACCESS CLEAR~'- ~CONS~_ i4-WJ'iX ~E STOP BAR &.
- - - - - - - - - - - - - - - - LZ~~ i1<UH).:)- - - - _.-J / 30" Smp SIGN, SEE NOTE #21, EXIST. ASPHALT
- (SHADED AREA) \
6. = 85118'18" (J) VJ r-------- ""=>oj' \ __---------------
R _ 12.00' ~ 6 EXIST. SHELL ROCK -:4-/ EXIST. ASPHALT \)~ ~ ~
~ : 11.05' g '~"ti.T. DEAD EN~_------; .\-;'::'J:1O' - - f ~ /~8' I
17t ",r"J(--- - -- 590'0000 E. _ '1\; II I IiIfU lI~l, ;~~ '"
r (/1 ..., -: CD ~ ., ~ 10' 1 g ~.
! ' 0 [Jg(] 0 co ~ J - L-' [Jg(]
EXIST. 0 PARKING , ' / I ,() ~ () 01. 2'
SIGN Ill". 15,50 32' 10.50'
~ N :~ ~ ~ ~= ~ "' t ~~== = =
CD~ ______ FfT ---] f4\ 10"~ ::;.~ // t ~ N :e i'l ~ 0 10'
I ~ 12.50' '\.V TYP. ~c ~ ~ TYP,
a~~ I It 12.96' ,A') "- I ~ ~ ~L- '
~~i ,I BOC -~ 6'. ~PAINl 4" WIDE 5 ~ -~I ->- 1_,-
xO...J I' r f WHITE PARKING Z N 8 0
w ~ lLJ '\!, ~ STALL STRIPE, TYP, G)~. Z L{)
,I .U1 SEE NOTE #21, ~ ~
CD I' , , ~ g, U1 ~ ~..- _ 59, 33~ _ \ 1- _
Q:: I Z ~ Q i= (1--- """.
al ' O....J ~ C3 Scp'18'08"E LCONST. DIRECTIONAL
.,1 ~ ~ 0.. g G: ARROW (TYP)
(,) f ut:j....JO
8' g U1 IX It r cot-- ~T. 2' WIDE TYPE 'F' CURB
~,II,I ~ is e ~ ANC GUTTER (TYP)
~'f ~ (;\ 4: ~ U1 Z I CbNST, ~ WIDE
~II 0 ~ ~ ~ ~ /0'~, ~ CbNC. SI EWALK
W I I ~ ::J 5 i: "'<:1 f6\ 10' 0 ~
I' ~ '0 :t ~ >- ~ '(1) V TYP, ('oj ~
'I g ....~4: .U1COJ: I ....
N"r' [3 n I ;~~ =F=~=,I==== = ,=,~^" = =~
II 92,10' : n ..,
,I If BUILDING T E 16' II
...
N ' n.o N <3 ~ "M'" r
0~ It :s - ~ ,I, T Y ~:i~ V t;
~ i r II t ~ Q~ I' , , , , , 11 , , J ,~ "'" "'" "'" '" ~
X a:: 11 0 CONST. 4' WIDE 0, \. r- t n.o. <3 ~ .
a:::: t5 CONCRETE SIDEWALK. "'! I ~ ~ y ~:i ~
w;~ N~~ ~ \ ~~ 0.50'
II~ ~ ..J~~ ~ .,~
I I W, J "'- ~ Q:: w . ....
() u U1 1'-"- J-- oj'
, t t...->- CONST. CONCRETf ~ U1 <5 ~t .,' '\~. AREA = 7,234 SQ. FT.
............1'[' IfL ~ TIRE STOPS, TYP ~z. ~ ~ f9\ 4,5' ;j, , ,..l 0-
a SEE DETAILS, ..... == '\.:V .,.. ,'~ ~_____ ENTRANCE DOORS
E) ST. NO PARKING- - I;, I 14,50' ~ ~ ~ '
SIGN It: I 17,50' ~ ~ ~. ....
,I ~(L r · ~
, 1 w ~ 20' 312' I 20' ~. I V).~ PROPOSED CONCRETE
6. = 01~.47'46"-'""'~111 ~"--' TYP. T P. T TYP. ~ ~~ BOLLARDS (TYP)
R - 75 9.49' ,I > IX.", ,..,
T F= 11898' ,~~ @ ,!-1J CONST, 6' WIDE -... ~ ' !:::: 0,50'
L F 23 .93' I, ~o ~l CONC, SIDEWALK "'lk:
,--~--tl' 8~ o~ ~ 16' rr
~ " ~' 1 .... ~ I- ~ If
a '\)1" I~
~ u 0 ,I 92.18' I ({ 0 u
~ U1 8 ~ ~ , i 3i DUILDING Tr " \.. :;; g
~~ N ~ 9~ I! 0 n ~
n~B;r ~8~~.cl 10,00' L
II ~ r: II ~ ~L:i f \, I",,:>~' n TPROPOSEDt!OLE SUPPORTED SIGN
\ \ ~ ~ II . . ~~! jf' 1J6~; II ~\f!~~f~C~~~ ~~!~KFOR ~ ~
\I 8~ II I ,,1~ I / ~FRqM R,O: . LINE.
\ \ \ II: I \ ~ ~",'" ~''1 ~""""""'a""""""~ IS;;,(20 HIGH, 73.25 S.F,) 9 ~ ~ _
lLt:~, ~r2: 1~~~ ~/ ~ I ~. i-
r ,11 '81 ",' j..- _ S86.18.08..E_.... -1
~ N ~ I I. t. I ~I ,,~t' ~ '", ~ 4~,25' g -- (0 ~
t;;; ; \I II: \ I "I ~ ~ 1 R. .~
"'00 I 1 II~I ~, 16,5: ~ \ r' ~
,.., Z II ll(j I 1', :..... II
~~ II II' ~
~ ~ \, \., 11.\ ' l~: ~ ~ ~9Nvih6~ ~~~~~Af~~~E~n:~~ ~c
U1. 1 I I '\. I ~:
~ ~ \ I I I EXIST. NO P AR.ANG '1 .) ~ <
~ ::) I 1 SIGN "I <'t >
~S ~I' ~'~ ,
~ ~ I 0, ~ ~ ,i or
~.z I ,~ I all '~~" \ :....----SITE DISTANCE CLEAR ZONE LINE
1-, o:d 1 t;; I ull ": PER F,D.O, T: ,INDEX 546
- (,)
~z I~I ~II~' :
8~ L~____ ----~I~', u :
I "-- EXI( TING I ~II'li " ~:
BR DGE 0 !!o!1I(,) ,
I UNbER ~i,B.:lllt~3:
I CONS.lbUCTION ~~i
EXIST. GRASS I\4EDIAN
- -
EXIST, CONe. '\. _..-
~ ~
,- I
"-= ---
VJ
o
o~
- - --...
,
6.=
R -
T =
L =
~,'"
......
'\
\
.........
I (1l
/ / ']
/ / ~II
/ / all
/ / (..q I
U 811
(o,jll
~, I
lj II
L
?..'S.O
\D~
0(.01
() O.
-
,-CON 5' WIDE
CONCR IE SIDEWALK,
C )NST, 2' WIDE TY
A -JD GUTTER (TYP)
'F' CURB
\,~./
,~
~v.
~~
~.
-- 5' i--
~
,.....
~
~
<:9
~
'f-
CONST. 4" DOUBLE
YELLOW STRIPING
76,00'
-
135,33'
---
-
T 11
I
. .
I I
I I
I I
N
,..,
o
L{)
/'.
r:)
\ ()\:1 ,,\\X-
~~G
'?J\J\\'\>
~~.
,~
'1-
-.--
r PROPOSED
LOADING RAMP
~ .\~
v
z
<(
a
w
~
f'\
J
73,33' ]
SEE DETAIL FOR HANDICAP
STRIPING. SIGNAGE &
RAMPING, DOOR
ROLL UP SERVlCE.J
DOOR
, ',~
O 0, , ' ---- ---- PROPOSED DUMPSTER
PAD ENCLOSURE.
'0 0 (SEE DETAIL)
r-=
(f)
x
w
~
Z
4:
co
lJ...
o
0..
o
I-
CONST. 6' HIGH SPLIT-FACED
MASONRY WALL. (GRAY)
SEE PLANS BY Ol1-lERS
FOR WALL SPECIFICATIONS,
!il!1I:i:Oilll!
o
o
d
o
r-
~
DOOR~
~__CONST. 5'x5'
dJl CONC. PAD
.~
'- CONST. 6 L.F.-
HAND RAILING
'0
o
"
73.33'
PROPOSED DRY RETENTION AREA
SEE SHEET 2
CONST. 6' WIDE CONCRETE
SIDEWALK,
co
c
5 ~
Z 01
(;') ~-
-l
r;
~
Z
-<(
co
lL.
o
0..
o
I-
TOP OF BANK
~
-...s
~
SOUTH LINE SECTION 2
, ---
_ _ _ _ -""'200:-4~ - - --NORTH R/W LINE
--.....-- .
- EXIST. C,LF.
_ _ _>rr----
_-...r-----
BOYNTON CANAL
N90.00'OO"W
r----
ZONE C3
I
1
I
1
I
'\
EXIST. SPILLWAY
-------
--
""'E.o.W. EL...8.16
j
I
BOYNTON CANAL
,
BOYNTON CANAL
.0
N
OWNER / DEVELOPER:
Autozone, Inc.
60 Madison Ave., 10th floor
Memphis, TN. 38103
Contact: Wade Davis
Phone: (800)-285-2223, ext.8701
.-
CIVIL ENGINEER
Bussen-Moyer Engineering Group. Ine,
100 Parnell Street
Merritt Is, FL 32953
Phone 407/453-0010
Fax 407/ 454-6885
Contact: Scott Nickle, Project Manager
, :,~ .
"0 -:
"
I
,]'
orJ' AN NmJIl'
J
- I- SHORE' DRM CJ (
, ~
U') - SITE mmll"
W 0
~
....J >- aYNT^",-;:;A;"AI
:::::i ~
OC) ij
0 ;1
<-
BOYNTON BEACH BLVD,
E. OCEAN A,*-,
~
ffi
~
~
o
It
~
U1
~
o
ffi
0..
LOCATION MAP
N,T.$.
GRAPHIC SCALE
20'
I
40'
j
( IN FEET )
1 INCH = 20 FT,
62
ZONE R\AA
(RESIDENTIAL
SINGLE F AMIL Y)
~,,",23^23'56"
A=74.49'
R=182.40
~
'"
'-
.
,01
z
z~g
d ()
Z(f) ~
~ I '=! I-
L-I >-~ ~
<( ~~ 8
o G5~
_~z
0::: :J: ~ ~
~ Foc I
<(
r-
(/)
, '\ PIPE Be PLUG \ · (\
\ SET ~~ ~
\ \\ "~
, \ " - ~
\\4 " 6 = 22.2{i~9" \. -
\\ ~ = 20~}:{\ ~~
1\ == 41.24t , 1i
L \81.43' \~~ ~ a
'\ :"', ~h
~ ~6 " ~
" 1:J' ,,\" -
Z.O.B. '"",
'"
~o ~
.,.<)
'" '\:', .
'" 't...
'" \ ..... '"
,,\ ,
" \ .......,
\ 1
\ I
I I
\ \
I \
MIN ~ \
-- '\.
r-- "
....
~
1:~
{\--
\I
1\
1\
It:>
\~
I~
\I~
U-Z'
\I
\I
\I
\I I
\I \
U
I
\
,
\
Iw
\Co
\0
ig
I"
I~
lvi
IcO
10
lti
18
1
I
1
I
,
,
I
I
I
1-----,
1 1
r----~
\ I
I EXIST. \
\ 1-STORY \
GARAGE
\ F,F,ELs8.95 I
\ \
I I
\ I
L_----1
--
~
, EXIST. ASPHALT
-i
~
o
...,
co
)>
z.
^
- - -y..-- -
---
-
E.O. W. EL..J.23
SITE DATA:
Area Description
Area (s,f,)
76.024
7,234
34,928
42.162
33,862
100,0
9,5
46,0
55:5
44,5
Loading area(s) must comply with Chapter 2, Sec. 11, Par. J
of the Boynton Beach code, Minimum size is 12' wide, 35'
long,
Lot Coverage: 9,5%
Area ( a~, 1
1.75
0,17
0,80
0.97
0,78
%
LOADING SPACE:
Site
Building
Pvmt!Sidewalk/Curb
Total Impervious
Landscape/Pervious
Existing Zoning: C - 3
Building Material: Concrete block/steel truss
Building Height: 17'-6"
Parking Required: 1 space per 200 s, f, of floor space
7,234 s,f./200 s.f, = 36 spaces
Total number of spaces required = 36 spoces
BUILDING SETBACKS:
REQUIRED
PROPOSED
92.10'
79.64'
101,75'
FRONT
SIDE
REAR
20.00'
15.00'
20.00'
Parking Provided: 46 spaces Cine!. 2 handicap spaces)
jo
)
Water Service: Water service will be provided to the proposed
Autozone building by utilizing an existing 8" water service
& meter located along Shore Drive,
Sewer Service: Sewer service shall be providec;" 'oy a gravity
connection to an existing manhole located in' Shore Drive
Fire Protection: Fire Protection to the site will be provided
by an existing fire hydrant locoted at the north intersection
of Shore Drive & u, S, 1,
'-
........
GENERAL NOTES:
1, ContrlJctor to verifY' location of all existing ,"'utilities (un';lerground
and-:.verhead) prior to the commencement of construction, Any utility
conflicts shall'be reported to the Engineer prior to q)mmencement of
construction,
2, AU <onstruction and site practices to comply with the City of Boynton Beach,
and the current zoning ordinance. ,
3. Boundary and topographic information shown hereon provided by
WalldceSurveying Gorp; dwg,N97-1297; dated 8/27/97, "
4, Pavement dimensions are to face of curb, unless noted otherwise.
5, Proposed building dimensions shown are provided by client and
ore outside wall dimensions,
6, All handicap parking spaces shall be installed with on above ground
"parking by disabled permit only" sign, mounted at a 7' height and
comlJlying with FD,O,T, FTP 25, Index No, 17355,
7. All applicable permits to be obtained before construction commences,
8, All required parking spaces, dumpster pads. arid other areas requiring
striping shall be identified using the Striping and Visual Contact
Criteria of the Manual of Uniform Traffic Control Devices (Federal
Highway Administration - F,H,W,A.).
9 , AU parking stall striping (except handicap space) and directional
arrows shall be white, All stripes are to be double hairpin 4" wide
(2 coats), unless otherwise indicated,
10, Water for firefightin.g shall be available for use prior to
combustibles being brough t on site,
11, Contractor is responsible for restoration of any existing pavement, sod,
landscoping, irrigation, sidewalks, curbing. utilities and drainage systems
damaged during construction. All damaged areas are to be restored to
original condition or better.
12, Project benchmark: PK nail & disk in power pole
Ef eVQtion = 13.00
13, For' areas outside tlhe property lines, repair and/or replace all damage
done to existing elements (sidewalks, paving, landscaping, utilities, etc.)
as required by Owner and/or governing authority,
14, For 011 items noted to be removed, remove not only the aboveground
elements, but all underground elements as welt; including, but not
necessarily limited to: foundations, tree roots, old abandoned pipe. etc,
15, For existing tree, removal/preservation see landscape plan.
16, Sign permit to be obtained by owner,
17, Telephone and electric services ore to be designed and installed by others,
18, Contractor to verify existing trees to be removed PRIOR to commencement
of Construction. Existing trees to be removed are to be flagged and verified
with owner prior to removal.
19. Contractor acknowledges that, included in the various items of the proposal
and in the total bid prices, are costs for complying with the the Florida Trench
Sofety Act ~90-96, Laws of Florida). These bid prices are to reflect actual costs
for complying with the trench safety act C and the requirements of OSHA). Contractor
is to provide the owner with a list identifying the trench safety measure description,
the units of measure, the quantity, unit costs, and total costs for each trench
safety measure the contractor proposes to utilize during construction of any Phase
of this project. This list of trench safety measures and costs is to be supplied to
the owner with the bid.
20. This pr9j)erty is loc'ated in Flood Zone B, according to F,I.R.M. % ~~
(Flood Insurance Ralte Map) No. 120196 0004 c, dated Sept. 30, 1982 ~ ~ ~
21, All traffic signing arnd pavement markin9 shalt compl)' with the U,S. % \,
Deportment of Transportation federal Highway Administration Manual '. ,~ (~>l ,~
on Uniform Traffic Control DeVices, (:.:,( \~~':' ~ 'l.. \V'
\~<~ ~~ ~~() ~\;
~~t<\><J"
~~*~
-I I
U I
C I
- I
I
; ~~
O (\Irq
"'~
I
'- < II
" ~~
~~
c:
-
'-
"
tI
c
-
c:
W
\.
"
:n
G
e
.
c
tI
(I)
fI)
::>>
~
NOTE! ALL PAVEMENT DIMENSIONS ARE T
THE FACE' OF CURB, UNLESS OTHERWISE
NOTED, AS BACK OF CURB (B.O.C.)
~ ,,'~
,
1
of
, ;,:
-5
'" OFII
.. ;.