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TS, INC. - ENGINEER
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H, FLORIDA 33064
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SCHARLIN, LANZETTA, COHEN, COBB ~
UNITED NATIONAL BANK BUILDING 1
MIAMI, FLORIDA 33130
(305 )358-4222
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Section~; o.nd Deto.ils
1
Covet' \(ieet.
SHOPPES OF \~OOLBf~IGHT P.C,D,
P.B. 65, PG. 1..rJ, 1..3i3
TI~ACT 'F'
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561/99L~- 313~3
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CI/ARLES1 PUTJIAiV &; ASS'OCIA TES, live.
lAND DEVELOP~1ENT CONSULTANTS
PLANNING ZONING PEHMITTING
i-?22 NIf. Boca Ralon Boulevard, Suile ClOd
Boca Raton, Florida 33131
. 561/9IH-6U 1 Fax 581/~~H-OH7
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4400 PGA BLVD, SUITF, 700
PALM BEACH GARDENS; FL. 33410
(561) 624-3712
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LOGA TION MAP
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Food Court 1
Food Court 2
Food Court 3
Food Court 4
Stucco Finish
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SHOPPES OF.VOOL13RIGHT P.C.D.
P.B. 65, PG. 137, 1.38
TRACT 'F'
MONUMENT. SIGN DETAIL
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16' BUILDING SETBACK
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DISCOUNT AUTO - TRAC T C
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.-1
LEGAL DESCF11PTION
A portion of Tr~ACT :'C", SHOPPES OF WOOU31~IGH T P .C. D. occording
to the plot thereof as recorded in Plot Book 65, P()(jes 13-; ond 1..38 in the
Public r~ecords of Polrn Beoch County, Florido, more particularly described
os follows:
COrllrllence ut the Northwest corner of said Tract "C"; thence
with the Northerly boundary of said Tract "C", NS9'SO'25"e a
distonce of 177.64' to' the Northeost corner of said Tract "c"
thence with the East line of soid Tract "C", SOO.09'35"e a
distance of 122.11'; thence parallel with the Northerly
boundary of said Tract "C", SS9'SO'25"W a distance of 169.89';
thence the West line with a curve to the left, having a
radius of 1,S51.74', a centrol angle of 03.47'12", an ore
distance of 122.3S', a chord beoring of N03.47'27"W ond a
chord distonce of 122.36' to the POINT OF BEGiNNING.
Soid lands lying and situote in the City of Boynton Beach,
Polrll Beach County, Florida, containing 21,1,37 squure feet
or .49 oeres, rnore or less.
DEVELOPIvIENT TEAM
Developer- Morton Group
902 Clint Moore Rd, tl124
Boca Ha ton, FL
Planner- Bradley Miller, AICP .
Charles Putman and Associa tes, Inc.
4722 NW Boca Ra ton Blvd., l*C 106
Boca Raton, FL 33431
(561) 994-6411
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Engineer-
Ken Kruger, P,E.
4400 PGA Boulevard, Suite 700
Palm Beach Gardens, FL 33410
(561) 624-3712
Architect- John ~i Kelly, III
5900 i1iolini Circle, Eas t
West Palin Beach, FL 33407
(561) 6130-1858
Landscape Bill Ise1lho'wver, LA
Architect- Annas Isenhov/sr and Associa tO$
8213 ~)6 Court South
Boynton Beach, FL 33431
(561) :309-7.,79
SITE DA TA
f
Gross Site Area
Net Buildable J\rea
Building Area
Paved Area
Parking/Drive Aisles
Loading/Dumpster Area
Sidewalk
21,218 sf (1000/0)
9,620 sf
3,710 sf
13,151 sf
9,862 sf
2,5-/4 sf
715 sf
Total Lot Coverage
Open Space
Max. Building I-'feight
16,861 sf (790/0)
4,355 sf (210/0)
25 ft.
Parking RequirHd 38 spaces
Parking Provided 38 spaces
Onsite 29 spaces
Offsite 9 s'paces
Site Zoning
Proposed Uso
peD
Restaurant
N
Note. Base site informatlon obtained
from survey and legal description
prepared by Frank and Elliott, Surveyors.
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12-03- 96
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DESIGNED BY;
K.H.K.
DRA\o/N BY:
SKP,
JOB NUMBER
96-015
'-.. SHEET 2 of 4-
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SEA~_~
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Mor-toIl Gr-o UD
902 Clint Moore Road, Suite 12-4
I30ca Raton, FL 3348""1
561/994- 313~J
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ac..j21,137 sf
3,500 sf
12,,375 sf
5,262 sf
(100%)
(1 7 %)
( 59%)
(24%)
Site Area .49
Building Area
Paved Area
Open Space
\
\
81
\ .
\ 7~1 I 80,
~ ~V .'9
j ~ . \
~
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Parking
Parking
Onsite
Offsite
F~equired 35
F~rovided .35
29 spaces
6 spaces
spaces
spaces
75
I 82
8.3'
RADIUS=200'AROUND FH
84
74
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Site Zoning
Proposed Use
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~/TRAFFIC BEARING GRAfE
GRA fE EL. = 15,50
--_________ INVERT EL. = 10,00
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1 inch ~ 20 f~ L
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REQUrr~ED DRY r~E TEN THJN VOLUME
VOLUME REQUIRED= 0.49 AC ~ 0,5' :1E l' I 12' =
VOLUME PROVIDED
EXFILTRATIDN TRENCH SYSTEM CALCULATION BASED ON
SF'JMD MSS\J VOLU~~EIV ~E THODS,
.~P
\}
1.
~ Tr~ACT
N89'5 )'25"E "'GRASS MEDIIAN
,(J:.1 93 GRASS ME;ltN
O'(-v. ~. ,
ffonle Depot Entrance \G c)
1~ ~ r~\'\
.~'..nt ..~~.~ 2' VALLEY CUTTER <:'f.\'?
~5--t3:n~ l- 2' CONe. VALLEY "~,F~ER __.M~___L_ 00)-..::t. 9 ,rr;?C) ~ ~~{ft'
F= 1 N89'50'L 5HE ;77:6'4' ~-:. r ......-'~~tJA:.:: ''),)1.3
~rO~ ~I"'~?: u ~ k"':/ 6' ~.! LANDSCAPE BUfFER"" & ~\r t;;~~.S:.>. ~ . <:)'\1
: ol~: ~~ j,0:3J 1f .-' ~- ::~:: 16' BUIlDINQ SETBACK . I "~,, ~. . I'''Y ~ ~s ,-<'> '~I: .
I. 1 20'&7
.::.,r~1- TAP EXISTING ..<.'
27 ~~Nr.Jl 10' \o/ATERMAI~ .::.....
~s ,/'~: ~~ 'JI l' TAPPING '.'. '"
.-...; , '" SLEEVE ~ V '.' .. ' \
, ru ,"'1E TER BfJX",' LAN1SC Ans: d-t.ICI ER
~ ~~~~E~~T'fR ON ;.~".::. 3,710 S.F, '" If ([!!J I~ ----_ ____I_~...~.,. ~....""" ~~__
w Pi~OPERfY (Ol:JfSfDr:s'YI .. 'tf t::~i3J 'v...-:"- -EXIST. ASPHALT PAVEMENT
i u. ... I 21' _--\ ./ :::'.' 'Y~ ~?:/ -12 - --- 2 - .-4 5\ -- I. ---
~> ~ ~'l_~ ~ ~- ~," ~
( ~~. ~ i ~ -;171 / ~6!l.~' · EL. 16.50 · ~ ': _ 7;~~a
~. .. 71 ~ 11j? ,,' G!!f ':-':. ::~:~. y~ ".' 9 46' "0~ // / / ~
I- '}1 . . , ~"J~ ~\( /
~ " 12, -< SAN. M,H. . "'.; 6' PVC SAN SE'.Er~ - SUltg~~, @ i~.! 1~~ ~ ~
ro ~ f 'X' I r RIM" 610 . ".' SERVICE PIPE SETSA K , of' c--c;;;;~r~
'S w -il- I \olIN .~1071 ;.; ~(CONNECr TO MANHOLD~ ~ @J ~ f~;? ~~ ~ LV~I{IJF't'J~~~D r~~.N~~s N-12
u \ ~ ~ S "' ~ ~ ;;; ;r.v' ~/ /$i$ -, AND 38 LF IS' ADS N-I2
'N f\ Sl ;:; !fF-1S' . ~ rp5 ~.-e::- ,;. c 14'\. '. . H~"" . . ., ~~ ' . .r:::.'f"" ~(~j~~ <-- f~EMO V E EX 1 S rr N G CURB &
<:; ~ PAVEMEN T IN THIS AREA
~ l[ III ~ "" ~ ~ ~< /-/ /- / =/o~ Q.cJ5
~ :~;~~ l'~;;/ LL ~~ P ~ \~)@ 01)- 31' I ~ /L~ / ~\;
'-~ \ ~~ ~ K9't} -- ~ ~&, ~?:/ ytl / / / / ~~.11
. _____ 2' f) ~)' . ---- '~0.c..i3)(j ~ ~C3) ';? r n /Y.; 1-
--- __.__ I -----. ~ 't... .~~ 'U A::/ ' 65'@ 0.50%~"S) I)~ . ~~'T~~l:'g~ o~ 2
--. _~ (' l2Y . 10 P LM. lREfj~~4 ,,::)
i"'--':-"-'):;; 1 10 PALM REE@1 ~~=~ ~
li1 :; ,oj ~"~.~L??",..~,,... ~ N89'50'25"E 169.89' @ ,~,../ / ) ~ ~ . REMOVE EXISTING CURB ~
~?=. \ ,V /.r"" ~ ~.~ ,y 111 LF 15' ADS N-12 ,0r;\fS, ~1)ALM T E~-~' .~/ / ~..i < PAVEMENT IN THIS Ar~EA
'~~~)..fl t ~~y / /fV .~ {~. ///~ ~l))
30~6 ,Q'~ ~ \ -,. ~ -- ~~.. "lK~r7~~~
. ,,". ~ -" ''7'. ~b L~~
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~ ~'&>Al~. Ti :E (. .~ a LJ.,
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1 l @'f l?~9 TI~ E '-.................. INLE r NO, 1 - TYPE 'C' 1 l
. 1 ~ 1. AU THE.E ~. \>1/. TRAFFIC BEARING GRf fE
~ ~,. P l REE ,f~ GRA TEEL ::: 15.50 Zl} y1 y~~ - 11114
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:- f:, DISCqUNT AUTO - TRACT C / !:!~
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c5 F= 0- -.- BY BI RGER KING INL T NO. 2 - TYPE '0 1 .~} zffi
<.) ~ CONTRACTOR 'J/T RAFFle BEARING GRA. TE /' 00
~ " GRA E EL. ::: 15.60 .. o~
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A, PERCOLA TION TEST RESUL TS:
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B. EXFIL TRA,TION TRENCH LENGTH REQ'D
L =
+
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70
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SAN. M,H,
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E.INV.=10,71
N.INV.=l0.15
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~~ 5 32.26' /
80.00' !,~
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CONSTHUCT DRO~
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INTERSECTION
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DATEI
12-03-96
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ct
F.F.
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REC.& MEAS. ==
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PG.
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+ 1 5.15
INV.
CEN TEr~ LINE
FINISHED FLoor~
WA TEf~ VALVE
FOUND
Jf~ON PIPE
ELEVA TION
CA TCH BASIN
GAS VALVE
mAFFIC L1GH T WIf~E
OVERHEAD ELEcmlC
POWEr~ POLE
MANHOLE
HECORD & MEASURED
PLA T 800K
PAGE
CON eRE TE
EXISTING ELEVATiON
INVER T
FINISHED ELEVATION
=
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DESIGNED BY:
=
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JOB NUMBER
=
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124
96-015
+
.-
=
34
=
48 Hour~s BEFO[~E DIGGING
CALL TOLL Fl~EE
+
SHEET ~ of 4
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=
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=
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1-800-4:32-4770
+
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U,N.C.L.E. UNDERGr~OUNO UTILITiES
NOTIFICATION CENTEr~
+
~Th~~\~
I,'" , ;f qJf
~"j ~J) -
Note. BasG site Informatlon obtained
from surveys and ragal descriptions
prepared by Frank and Elliott, Surveyors.
and by Avorim-Hall and Associates, [no.
.17
EXISTING ELEVATION
=
,- ,..
64 JO
+
.. THE Df~AINAGE PLAN FDf~ THIS Pf~O,jECT COMPLIES WITH ALL CIIf OF BOYNTON BEACH Cf.8ES
+
'1 q
~
-.-.....- . - ~
125
AND STANDARDS, H
+
SEAL
~
fiW"tPl
-,. -'-.......,.~...j,J
. .
..,.- -..
. ll. r .1 ~
~ ~-~~
.'
~ ._~...., -_..~.
........_, ~~, "-"'--~"""""""~.'ilu ..If'lf.....-..-.. - ,,'-' ._-
GENERAL NO TES AND SPECIFICA TIONS:
1. ALL MUCK/ORGANIC MA TE~IALS ARE TO BE REMOVED FROM \.,tI THIN THE RIGHT -OF -'JAY'
AND PARKING LOT AREAS IN ACCURDANCE WITH THE CITY OF BOYNTON BEACH LAND
DEVELOPMENT REGULA TIONS,
2, 12' COMPAC rED SUB GRADE SHALL HAVE A LIME ROCK BEARING RA TID (LBR) OF 40 AND SHALL
BE COMPACTED TO 100 % OF MAXIMUM DENSITY AS DE TERMINED BY AASH TO r -99(c).
], 8' LIME ROCK BASE COURSE (UNDEi~ DRIVING LANES 3. CONCRETE SLABS), 6' LIME ROCK BASE
(UNDER PARKING) SHALL BE PRIMED AND cm~PAC TED IN MAXIMUM 6' LIF TS ffJI. ()W
MAXIMUM DRY DENSITY AS PER AASHTO T-lao MINIMUM CARBoNATES= 7~ AND SHALL
CONFORM TO THE REQUIREMENTS OF SECTION 911 OF FLORIDA D,O. r. STANpARD
SPECIFICA nONS,
4, ASPHAL TIC CONCRE TE. SURF ACE COURSE SHALL BE TYPE S-l 1-10DlFIED IN T'JO (2) - :3/4' LIFTS
AND SHALL CONFORM TO THE REflUIREMEN TS OF THE CITY OF BOYN TON BEAtH U)ND
DEVELOPMENT f~EGULA nONS',
5, Pf~IME COAT AND TACK COAT FOf~ BASE COURSES SHALL CONFORM TO THE REQUIREMENTS
OF SEC nONS 300-1 THROUGH 300-] OF FLORIDA D,D. T. ST ANDAf<D SPECIF ICA nONS. PRIME
CoA T SHALL BE APPLIED AT A RA TE OF 0,25 GALLONS PER SflUARE YARD,
6, ALL LABOR, MATERIALS, AND ME THODS OF CONS TRUCTlON SHALL BE IN S TRIC T
ACCORDANCE '..lITH THE CITY OF BOYNTON BEACH LAND DEVELOPMENT f<EGULA TlfJNS.
7.
ALL CONCRETE SHALL HAVE A MINIMUM CUMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS
UNLESS OTHER'JISE NOTED,
CON Tf<AC TOR SHALL CON T AC TALL UTILI TY COMPANIES AND THE Pf<OJEC T ENGINEEr< 48
HOURS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROTECT ALL UTILITIES 3. SHALL BE
RESPONSIBLE FOR ALL DAMAGES CAUSED DURING CONS TRUC nON AND SHALL REPAIR SAID
DAMAGES AT HIS EXPENSE.
THE LOCA TION OF EX IS TING UTILI TIES SHo'JN ON THESE PLANS Af<E APPRfJXIMA TE ONLY,
AND ARE BASED ON AS-BUILT INFORMATION. ADDITIONAL UTILITIES MAY EXIsr 'JHICH ARE
NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
AND VERIFYING ALL UTILI TIES Pf<IOR TO BEGINNING. CONSTRUCTION, ANY AND ALL
CONFLICTS '..lITH EXIS TING UTILITIES SHALL BE REPORTED TO THE Pf<OJEC r ENGINEER THIS
'JORK BY THE CONTRACTOR SHALL BE CONSIDEr<ED INCIDENTAL TO THE CONTRAcr AND NO
ADDITIONAL cm1PENSA T ION SHALL BE ALLO\.,tED BY THE o'JNER,
ALL GRA TES, FRAMES, AND MANHOLE COVERS SHALL BE TRAFFIC BEAr<ING, MINIMU~
cm.1BINED 'JEIGHT SHALL BE 410 LB..
SHOP DRA'JINGS OF ALL r~A TERIALS BEING USED SHALL BE SUBMIT TED fO THE PROJECT
ENGINEER FUR APP[<OV AL PRIOR TO ORDERING MATERIALS, THE C[JN TRAC TOR' SHALL BE
RESPONSIBLE FOR ANY REVISED OR UNACCEPTABLE MATERIALS INSTALLED OR ORDERED
WI THOU r AN APPROVED SHOP DRA'JING,
ALL m<AINAGE PIPE IN AND PARALLEL TO THE ROAD'JAY AND PAf<KING AREAS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76.
8,
9
10,
11
12.
TOP EL. 12,0'
b
PIPE INVEHT = 10,0'
t .
tor)
GOTTOM EL. = 8.0'
4' - 0"
EXFILTr~ATION fRENCH SECTION
4" MIN.
5" MAX.
2"
1<
6' (j'
/
ZX
-~
L~
r~UBBED
12"
r-~
LONG (TWO PER
GUAf~D)
5/8"
Of<
.3/4"
HOLES
1/4" PITCH OPTIONAL
r
g" MAX l
8" MIN,
WHEEL STOP DETAIL
[~t1A IN STJ
SPEED
LIMIT
0--3
VAf~!ABLE SIZE
HIGH INTENSITY
20
f<1-1
30" x .30"
HIGH INTENSI1Y
. '
R2-1
24lt x .30"
PAVEMENT MAr~KINGS & SIGNAGE SPECIFICATIONS
1. ALL PAVEMENT MAf~I<INGS AND SIGNS SHALL BE IN ACCORDANCE WITH THE U.S.D.O.T'-MANUAL ON
UNIFcr~M Tf~AFFIC CONTf~OL DEVICES FCf< STREETS AND HIGHWAYS" UNLESS OTHEf<WSE SPECIFIED
2.
ALL PAVEMENT MARKINGS SHALL GE THERMOPLASTIC AND SHALL CONFORM TO PALM BEACH
COUNTY Tf~AFFIC ENGINEERING STANDARDS.
DESIGN AND CONsmUCTION OF TRAFFIC SIGNS SHALL BE IN ACC01<OANCE WITH THE' FOLLOWING.
STANDARDS:
A. FLORIDA D.O. T. STANDAf~D SPECIFICATIONS
B, FLORIDA ROADWAY AND Tf~AFFIC DESIGN STANDARDS
C. THE U.S.D.O. T. MANUAL CITED ABOVE
D. CIl'( OF BOYNTON BEACH SIGN SPEC1FICATIONS
E. CITY OF BOYNTON BEACH STANOA1<O SCHOOL Cf~OSSING CRITEr~lA,
3.
I
. i
- -----..:.,.-.,-~.-
~._.~- -~ --- ~. .-'.. --""".'~~-- .' ..,._~;.........tB..l'
- "I
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- -.'--
..
MIN
MAX
r - I ~':)
----------~-----
-------------------
----------------.
18'
PA:~KiNG ST,'LL
C0
~.... ........--_-.~-rA'~""...-....,..~--~~~l4I.<r"- _~____.fi~ .~-
~ . ---- ~ i7
-,....'- _.-
~_.~.~~_._.~'-"" '.'-"-"~~...pt.,~ .-- .~~...............,..-"~~..-~- -....-~."'..........,......~_~.,.'~ "' ,'_.'_' .. ~_=""""_~'__;'__' u..~._..
-~'..~.~ -- '......-....
~
GENER.'\L NOTE:
ALL WORK SHALL COMPLY WITH Af)PLlc''\GLE STATE, FEDERAL. AND LOCAL CODES
Of~DINANCES, AND r~EQUIREMENTS.
2. ALL NECESSAf~Y PEf~MITS AND LICENSES SHALL BE OGTAINED BY THE CONTf~ACTOR.
J. DE.VIATIONS Fr~OM THESE PLANS SHALL r~EQUlr~E wr~ITTEN APPf~OVAL BY THE
ENGINEEr~ OF f~ECOf~D AND THE OWNER
13.5'
13.5'
D.~iViNG LANE
4. INSPECTIONS, TESTS, AND OTHEr~ QUALITY CONTf~OL SEf~VICES AI~E THE
CONmACTOF~'S f<ESPONSIBILllY. COSTS For~ THESE SErNICES SHALL BE
INCUf~f~ED l.3Y THE CONmACTOf~
5. CONTf~ACTOf~ IS f~ESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS GEFOf~E
STArHING CONsmUCTION. ANY Dlscr~EPANCIES ON THE Of~AWINGS SHALL l.3E
BROUGHT TO fHE ATTENTION OF THE ENGINEEf~ pr~lor~ TO ~OMMENCEMENT.
UTlLlflES.
6. CONTRACTOf~ SHALL BE I~ESPONSIGLE For~ LOCATION OF ALL EXISTING
Di~IVING LANE
WHE.EL STOP
~
7. ENGINEEr< SHALL BE NOTIFIED AT LEAST 48 Hour~s IN ADVANCE fOf~ ALL
INSPECTIONS.
8. ALL HANDICAP PAr~I<ING SPACES SHALL f3E SIGNED AND MAr~I<ED IN
ACCORDANCE WITH FOOT f~OAOWAY AND TRAFFIC DESIGN STANDAf~DS
INDEX NO. 17.358.
9. ALL CONSTf~UCTlON SHALL BE IN ACCOf~DANCE WITH THE CflY OF
BOYNTON BEACH, FLOf~IDA LAND DEVELOPMENT r~EGUlA TIONS.
10. EROSiON AND SEDiMENTATION BEsr MANAGEMENT Pf~ACTICES (BMP'S) SHALL
l.3E INCOf~POf~ATED DUf-~ING CONsrr~UCTION. ALL rWNOFF SHALL BE
CONTAINED ON-SITE. SILT scr~EENS SHALL BE USED Af~OUND ALL DISTUf<BED
Af~EAS.
" B"
" E3"
C~
1 1/4' lYPE 5-111 ASPHALTiC CONCi~ETE
CD
0' LiME r~OCK BASE , CCIAPl\CTED TO 98 % OF MSH10 5- 1 80 DENSIIf
11. ALL TESTING lAB SEfNICES ARE THE r~ESPONSIBILl1Y OF THE CONTi~ACrOf~; ALL
f~EPORTS SHALL BE COPIED TO THE OWNEr~ AND ENGINEER OF f~ECOr~D.
CD
1 Z' CCMP,~CTED SUB G:~-'DE
It
b-
.3' -4"
18'
PA:~KING STALL
13.5'
13.5'
I 2'-0" ~
r~--~~-]
DRIViNG LANE
D:~MNG LANE
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1
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STOP 8Af~
TYPICAL STOP BAr~ DETAIL
-
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l~ '
---------~-:::::====- .
-~
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P,B. 65) PG. 137 8. 138
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SHOPPES OF WOOLBRIGHT P.C.D.
P.B. 55, PG. 137, 138
TRACT 'F'
TRACT 'E'
N89.50'25" E
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WOOLBRIGHT ROAD
TRACT 'B'
LOCATION MAP
NOT TO SCALE
LEGAL
DESCRIPTION PROPOSED LOT 1:
A portion of TRACT 'C', SHOPPES OF WOOLBRIGHT P.C.D., according to the plot thereof as recorded
in Plot Sook 65, Pages 137 and 138 in the Public Records of Palm Beach County, Florida,
more pcrticulorly described os follows: .
N
Commencing at tM Northwest corner of said Tract 'C', thence Southeasterly along the West boundary
of said Tract 'C', and the arc of a curve concave to the Southwest (radial line to said point bears
N84'19'QO" E). having a radius of 1851.74 feet, a central angle of 03'47'12", an arc distance of
of 122.~8 feet, Chord Bearing of S03"47'24"E, and chord distance of 122.35'; to the
POINT OF BEGINNING; thence N89'50'25" E, along a line 122.11 feet South of
and parallel with the North boundary of said Tract C, for a distance of 169.89
feet to 0 point on the East boundary of said Tract C; thence SOO'09'35"E, along said East boundary,
for a distance 162.00 feet; thence S89'50'25"W, along a line 284.11 feet South of and parallel with
with the North boundary of said of said Tract C, for a distance of 165.89 feet to a point on the
West bOJndary of said Tract C; thence N01'3S41'W, along said West boundary, for a distance of
of 151.26 feet; thence with a curve to the left. having a radius of 1,851.74 feet, a central angle of
00'20'01", an arc distance of 10.78, 0 Chord Bearing of N01'43'48"W, and a chord distance of
1 0.78 f'let to the POINT OF BEGINNING,
Said lards lying and situate in the City of Boynton Beach, Palm Beach County,
Florida, containing 27,196 square feet, 0.624 acres, more or less.
LEGAi_
DESCRIPTION PROPOSED LOT 2:
,
A portior of TRACT 'C', SHOPPES OF WOOLBRIGHT P.C.D., according to the plat thereof os recorded
in Plot E'ook 65, Pages 137 and 138 in the Public Records of Palm Beach County, Florida,
more paliicularly described as follows:
Commen,:e at the Northwest corner of said Tract "c"; thence with the Northerly boundary of said
Tract "C', N89'50'25"E a distance of 177.64' to the Northeast corner of said Tract "C"; thence
with the East line of said Tract "~', $00'09'35" E a distance of 122.11'; thence parallel with the
Northerly boundary of said Tract "c", S89'50'25"W a distance of 169.89'; thence with the West line
with a curve to the left, having a radius of 1851.74', a central angle of 03'47' 12", an arc distance
of 122.38', a chord bearing of N03'47'21'W and a chord distance of 122.36' to the POINT OF
BEGINNING.
Said lands lying and situate in the City of Boynton Beach, Palm Beach County,
Florida, containing 21, 137 square feet or 0.49 acres, more or less.
SURVEYOR'S NOTES:
1.~ ALL CORNERS FOUND HAVE NO NUMBER DESIGNATING PREVIOUS SURVEYOR OR COMPANY EXCEPT AS SHOWN.
2. ALL BEARINGS AND DISTANCES ARE MEASURED PER PlAT UNLESS OTHERWISE NOTED.
3. NO UNDERGROUND ENCROACHMENTS, FOUNDATIONS OR UTlUTIES HAVE BEEN LOCATED OR SHOWN UNLESS
OTHERWISE SHOWN.
4.) NO INSTRUMENTS Of RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, and/or OWNERSHIP WERE FURNISHED
THIS SURVEYOR EXCEPT AS SHOWN.
5.) ELEVATION DATUM N.G.V.D. 1929, M.S.L = 0.0, BENCHMARK: FLEYE ELEV. 15.848
6.) BASIS OF BEARING:The North line of Tract "<:' SHOPPES OF WOOLBRIGHT P.C.D. P.B. 55, PG. 137-138.
7.) THIS IS TO CERTIFY THAT I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD
BOUNDARY MAP, COMMUNITY No.120196, PANEL No.0003C, EFFECTIVE DATE: SEPT. 30, 1982, AND THE ABOVE
DESCRIBED PROPERTY APPEARS TO BE IN ZONE C.
8.) THE SURVEY DEPICTED HEREON IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
9.) UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA liCENSED SURVEYOR AND
MAPPER THIS DRAWiNG, SKETCH, PlAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND is NOT VALID.
ABBREVIATION LEGEND:
FRANK & ELLIOTT
SURVE'l'ORS · ENGINEERS. lNID P\>>II!ERS
83266 O\IERSEAS HIGHWAY, SUITE 500, ISWolORADA. R.ORIDA 3,.'\036
Phone (305) 664-0764 f/oX (305) 664-0816
A DMSION OF MEGAVlSION BUSINESS CORPORATION L.B. NO. 5408
; I I j i,llj
f.I.R FOUND IRON ROD. SIZE INDICATED
S.I.R. SET IRON ROD, 1/2" L.B. No. 5408
F.I.P. FOUND IRON PIPE. SIZE INDICATED
F.N.D. FOUND NAIL AND DISK
S.N.D. SET NAIL AND DISK, L.B. ~o. 5408
F.C.M, FOUND CONCRETE MONUMENT
P.R.M, PERMANENT REFERENCE MONUMENT
P.C.P. PERMANENT CONTROL POINT
P.I. POINT Of INTERSECTION
P.C. POINT OF CURVE
P.O.B. POINT OF BEGINNING
R/W RIGHT-Of-WAY
lYP. TYPICAL
OHW OVERHEAD WIRE
PP POWER POLE
'IN WATER VALVE
PB POWER BOX
WM WATER METER
SEC. SECTION
TWP. TOWNSHIP
RGE. RANGE
(OJ DEED
(p PlAT
(M MEASURED
(C 'CALCUlATED
CONC, CONCRETE
COV, COVERED
ASPH. ASPHALT
PVMT, PAVEMENT
ELEV. IELEVATION
11/25/96
CERTIFIED FOR BOUNDARY & TOPOGRAPHIC SURVEY
I HEREBY CERTIFY THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51G17-5
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
i~~ r~.
IAWRENCE p, FRANK, P.L.S. #4619
DISCOUNT AUTO PARTS, stOR~
BOYNTON BEACH. FLORID~, j I
DISCOUNT AUTO PARTS
THE MORTON GROUP
SCALE:
1"=20)
DATE:
CERTIFIED TO:
DRAWN BY: K M Z
REVISED
~J~ W. rn
~lAEI!m