60'Scale: 1" =
120'0' 30' 60'
by agreement in writing with the architect. Immediately
report any discrepancies to the architect.
COTLEUR & HEARING, INC.
These drawings are the property of the architect and are
not to be used for extensions or on other projects except
DESIGNED
DRAWN
APPROVED
JOB NUMBER
REVISIONS
DATE
Landscape Architects
Land Planners
Environmental Consultants
www.cotleurhearing.com
1934 Commerce Lane
Suite 1
Jupiter, Florida 33458
561.747.6336 · Fax 747.1377
Lic# LC-C000239
DEH
RNK
DEH
20-0616
08-26-20
PUB
LIX
at W
ESTL
AKE
PLAZ
A
City of W
estlake, Florida
SITE PLAN
OF
2SHEET
09-11-20
LEGENDSID:
ROW:
UE:
DE:
LAE:
TTD:
CL:
ESMT:
AC:
SW:
PBC:
LME:
WMT:
LAND USE:DOWNTOWN MIXED USE
ZONING: MIXED USE
LAND USE:DOWNTOWN MIXED USE
ZONING: MIXED USE
LAND USE:DOWNTOWN MIXED USE
ZONING: MIXED USE
LEGAL DESCRIPTIONA PORTION OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST,CITY OFWESTLAKE, PALM BEACH COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40EAST; THENCE S.00°59'07”W. ALONG THE WEST BOUNDARY OF SAID SECTION 1, A DISTANCEOF 349.11 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF M-CANAL, A 250 FOOTWIDE CITY OF WEST PALM BEACH RIGHT-OF-WAY, DESCRIBED IN DEED BOOK 1156, PAGE58, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY; THENCE S.87°46'28”E. ALONG SAIDSOUTHERLY BOUNDARY OF M-CANAL, AS FOUND MONUMENTED, A DISTANCE OF 370.84FEET; THENCE N.88°36'57”E. ALONG SAID SOUTHERLY BOUNDARY OF M-CANAL, AS FOUNDMONUMENTED, A DISTANCE OF 1406.04 FEET TO THE WEST RIGHT-OF-WAY LINE OFSEMINOLE-PRATT WHITNEY ROAD, A 100 FOOT WIDE RIGHT-OF-WAY, DESCRIBED INOFFICIAL RECORDS BOOK 1544, PAGE 378, AND ROAD PLAT BOOK 4, PAGE 34, BOTH OFSAID PUBLIC RECORDS; THENCE S.01°42'52”W. ALONG SAID WEST RIGHT-OF-WAY LINE, ADISTANCE OF 3323.29 FEET; THENCE N.88°17'08”W., A DISTANCE OF 30.00 FEET TO A POINTON THE WEST LINE OF RIGHT-OF-WAY PARCEL 101, AS RECORDED IN OFFICIAL RECORDSBOOK 28479, PAGE 822, OF SAID PUBLIC RECORDS, SAID POINT BEING THE POINT OFBEGINNING
THENCE THE FOLLOWING COURSES BEING ALONG SAID WEST LINE OF RIGHT-OF-WAYPARCEL 101; THENCE S.01°42'52”W., A DISTANCE OF 13.97 FEET; THENCE S.04°59'06”W., ADISTANCE OF 210.34 FEET; THENCE S.01°42'52”W., A DISTANCE OF 50.63 FEET; THENCES.01°33'22”E., A DISTANCE OF 210.34 FEET; THENCE S.01°42'52”W., A DISTANCE OF 123.26FEET; THENCE S.14°59'41”W., A DISTANCE OF 52.24 FEET; THENCE S.01°42'52”W., ADISTANCE OF 290.78 FEET; THENCE S.46°42'49”W., A DISTANCE OF 56.57 FEET; THENCEN.88°17'15”W., A DISTANCE OF 33.03 FEET; THENCE N.75°52'48”W., ALONG THE NORTHRIGHT-OF-WAY LINE OF PERSIMMON BOULEVARD, AS SHOWN ON PERSIMMON BOULEVARDWEST - REPLAT, RECORDED IN PLAT BOOK 129, PAGES 129 AND 130, OF SAID PUBLICRECORDS, AND ITS EASTERLY EXTENSION, A DISTANCE OF 69.82 FEET; THENCE CONTINUEALONG SAID NORTH RIGHT-OF-WAY LINE OF PERSIMMON BOULEVARD, FOR THEFOLLOWING SEVEN (7) COURSES:
N.88°17'15”W., A DISTANCE OF 440.37 FEET; THENCE S.46°42'45”W., A DISTANCE OF 14.54FEET; THENCE S.89°29'36”W., A DISTANCE OF 48.11 FEET; THENCE N.78°05'58”W., ADISTANCE OF 51.20 FEET; THENCE S.89°29'36”W., A DISTANCE OF 179.16 FEET; THENCES.44°29'36”W., A DISTANCE OF 16.30 FEET; THENCE N.88°17'15”W., A DISTANCE OF 27.23FEET.
THENCE N.44°29'36”E., A DISTANCE OF 29.47 FEET TO A POINT OF CURVATURE OF A CURVECONCAVE TO THE WEST, WITH A RADIUS OF 50.00 FEET; THENCE NORTHEASTERLY, ALONGTHE ARC OF SAID CURVE CONCAVE THROUGH A CENTRAL ANGLE OF 42°29'36", A DISTANCEOF 37.08 FEET TO A POINT OF TANGENCY; THENCE N.02°00'00”E., A DISTANCE OF 50.84 FEETTO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST, WITH A RADIUS OF 1000.00FEET; THENCE NORTHERLY, ALONG THE ARC OF A SAID CURVE THROUGH A CENTRAL ANGLEOF 02°00'00", A DISTANCE OF 34.91 FEET; THENCE N.04°00'00”E., A DISTANCE OF 90.00FEET; THENCE N.02°00'00”E., A DISTANCE OF 800.00 FEET; THENCE S.88°17'08”E., ADISTANCE OF 681.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THENORTH, WITH A RADIUS OF 500.00 FEET; THENCE EASTERLY, ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 06°00'43", A DISTANCE OF 52.46 FEET TO A POINT OFREVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTH, WITH A RADIUS OF 500.00FEET; THENCE EASTERLY, ALONG THE ARC SAID CURVE THROUGH A CENTRAL ANGLE OF06°00'43", A DISTANCE OF 52.46 FEET TO A POINT ON THE WEST LINE OF RIGHT-OF-WAYPARCEL 101, AS RECORDED IN OFFICIAL RECORDS BOOK 28479, PAGE 822, OF SAID PUBLICRECORDS; THENCE S.88°17'08”E., ALONG SAID WEST LINE OF RIGHT-OF-WAY PARCEL 101, ADISTANCE OF 52.00 FEET; THENCE S.43°17'08”E., ALONG SAID WEST LINE OF RIGHT-OF-WAYPARCEL 101, A DISTANCE OF 56.57 FEET TO THE POINT OF BEGINNING.
CONTAINING 20.3205 ACRES, 885,162 SQ FT. MORE OR LESS.
LAND USE:DOWNTOWN MIXED USE
ZONING: MIXED USE
PROJECT LOCATION
LOCATION MAPKEY MAP
L
H K
AERIAL DETAIL
G
N
M
O
P-1
THIS SHEET
FH:
CB:
PROP:
SEMINOLE IMPROVEMENT DISTRICT
RIGHT OF WAY
UTILITY EASEMENT
DRAINAGE EASEMENT
LIMITED ACCESS EASEMENT
TRADITIONAL TOWN DEVELOPMENT
CENTER LINE
EASEMENT
ACRES
SIDEWALK
PALM BEACH COUNTY
LAKE MAINTENANCE EASEMENT
WATER MANAGEMENT TRACT
FIRE HYDRANT
DRAINAGE CATCH BASIN
PROPOSE
OH: VEHICULAR OVER HANG
1
RPE: RURAL PARKWAY EASEMENT
SITE DATA
PROJECT TEAMPROPERTY OWNER SURVEYOR
TRAFFIC ENGINEERSITE PLANNERCOTLEUR & HEARING
1934 COMMERCE LANE, SUITE 1
JUPITER, FLORIDA 33458
PHONE: 561-747-6336
FAX: 561-747-1377
PBLH, LLC
4400 WEST SAMPLE RD. SUITE 200
COCONUT CREEK, FLORIDA 33073
PHONE: 954-973-4490
FAX: 954-978-5330
CAULFIELD & WHEELER, INC
7900 GLADES ROAD, SUITE 100
BOCA RATON, FLORIDA 33434
PHONE: 561-392-1991
FAX: 561-750-1452
PINDER TROUTMAN CONSULTING, INC.
2005 VISTA PARKWAY, SUITE 111
WEST PALM BEACH, FLORIDA
PHONE: 561-296-9698
FAX: 561-684-6336
ENVIRONMENTAL CONSULTANTEW CONSULTANTS, INC.
1000 SE MONTEREY COMMONS BLVD, SUITE 208
STUART, FLORIDA 34996
PHONE: 772-287-8771
MOBILE: 772-485-1700
SEMINOLE IMPROVEMENT
CAULFIELD & WHEELER
7900 GLADES ROAD, SUITE 100
BOCA RATON, FLORIDA 33434
PHONE: 561-392-1991
DISTRICT ENGINEER
CIVIL ENGINEERSIMMONS & WHITE
2581 METROCENTRE BLVD, SUITE 3
WEST PALM BEACH, FLORIDA 33407
PHONE: 561-478-7848
DEVELOPERWINDCREST DEVELOPMENT GROUP, INC.
605 E. ROBINSON STREET, SUITE 340
ORLANDO, FLORIDA 32801
OFFICE: 407-219-3540 EXT. 3
FAX: 407-219-3541
PROPERTY DEVELOPMENT REGULATIONS
SPW: SEMINOLE PRATT WHITNEY
TCP: TOWN CENTER PARKWAY
PBW: PERSIMMON BLVD. WEST
10-01-20
.396 AC/15,049.39 SF OF RPE UTILIZED FOR PERVIOUS REQUIREMENT FOR
PARCEL E. SEE NOTE 7. (NOTE & POD ENTRY MONUMENT NOT INCLUDED)
10-08-20
4
8
6
9
6
10
9
9
5
7
8
8
6
9
6
9
5
7
8
8
6
9
6
9
5
7
8
8
7
9
6
5
5
5
5
5
5
4
4
5
5
5
5
5
5
4
8
8
5
5
10
10
3
9
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
11RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
FM FM FM FM FM
RWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWM
RWM
RWM
ARV
RWM
RWM
WAT
10+00
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
RWM
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
11RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
FM FM FM FM FM
RWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWM
RWM
RWM
ARV
RWM
RWM
WAT
LIQUOR1,400 SF
RETAIL C1,200 SF
RETAIL B1,200 SF
RETAIL A1,200 SF
RETAIL D1,200 SF
RETAIL E1,200 SF
RETAIL G1,200 SF
RETAIL F1,200 SF
RETAIL H1,200 SF
BYPASS LANE
SEM
INO
LE P
RAT
T W
HIT
NEY
RO
AD
17.3'
33.7'
25'25'
24'
19'
19'
20'
19'
19'
20'
19'
19'
20'
19'
19'
20'
19'
19'
20'
19'
19'
20'
19'
19'
24'
18.5'
25'
19.8'
18.5'
18.5'
25'
10'
10'
10'
18.5'
38'
25'
29.1'
10' LS BUFFER
10'
10'
10'
10'
10'
10'
24'
19'
19'
20'
19'
19'
20'
19'
19'
20'
19'
19'
20'
18.5'
10'
10'
10'
10'
10'
10'
10'
PERSIMMON BLVD. (WEST)
33'
25'
30'
124.2'
15'
33'
30'
30'
8' LANDSCAPE
BUFFER
6' PEDESTRIAN SIDEWALK & ACCESS EASEMENT
(PHASE 1)
80' RPE
15' SID REUSE MAIN EASMENT
10' LS
BUFFER
MAX 5' OVERLAP
MAX 5'
OVERLAP
EXIT
105' MIN
CLEARANCE
25'
25'
506.7' SIDE SB
580' FRONT SB
84.9'
SIDE SB
70.7' REAR SB
30'
71.1'
25'
25'
124.4'
4'
25'
24'
R15'
R29'
R100'
R20'
R25'
R25'
R25'
R20'
29'
R10'
R10'
R10'
R10'
R10'
R10'
R15'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R20'R20'
R10'
R20'
R10'
10'
10'
16'
10'
39'
16'
13.6'
17'
8'
8' LS BUFFER
5'
10'
20'
34.3'
30'
33'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
R10'
26.5'
R10'
R10'
R10'
R10'
R10'
R10'
R20'
R20'
27'
12'
10'
5'
12'
12'
10'
5.5'
12'
4'
3'
12'
10'
5'
5'
R10'
10'
18'
5'
7'
SW
10' LS BUFFER
5' OVERLAP
10' UE
10' UE
10' UE
18'
20'
50'
30'
30'
30'
36'
12.0' PROPOSED UE
10' MIN.
10' MIN.
10' MIN.
10.0'
12.0'
PROPOSED UE.
15' SID REUSE
EASEMENT
10.0'
8.0' MIN.
R10'R25'
18.5'
2'
OH
6'
30'
12' PROP. UE
R40'
R40'
15.0' EXISTING SID
REUSE EASEMENT
12'
(10' MIN)
R40'
R40'
R7.8'
R40'
12'
PROP. UE
12' PROP. UE
70.5'
5'
15'
10.0'
28'
10'
288.4' 256.4' 201.0'
307.8'
253.9'
196.2'
PHARMACY
DRIVE THRU
ENCLOSED
DOCK
NON RESIDENTIAL POD
ENTRY MONUMENT
STAND BY
GENERATOR
4" STORM D.
PAD MOUNT
TRANSFORMER
7'-0" CLEAR ALL
SIDES
EMERGENCY
GENERATOR
FULL ACCESS
SIGNALIZED INTERSECTION
RIGHT IN OUT ACCESS
FULL ACCESS
RIGHT IN OUT ACCESS
FULL MEDIAN OPENING
SIGNALIZED INTERSECTION
RETAIL FIRE
RISER ROOM
STOP BAR
AND STOP
SIGN TYP.
F CURB TYP.
STOP BAR AND
STOP SIGN TYP.
F CURB TYP.
D CURB TYP.
RAMP
TYP.
F CURB TYP.
F CURB TYP.
ADA HC SIGN TYP.
F CURB TYP.
RAMP
TYP.
F CURB TYP.
F CURB TYP.
FLUSH CURB
D CURB
TYP.
CONCRETE TYP.
STOP BAR AND
STOP SIGN TYP.
RIGHT IN OUT ACCESS
STOP BAR AND
STOP SIGN TYP.
RIGHT IN OUT ACCESS
(EXISTING)
DUMPSTER
TYP.
DRY DETENTION
0.85 AC.
GREASE
TRAP TYP.
F CURB TYP.
GROUND
SIGN TYP.
GROUND
SIGN, TYP
GROUND SIGN TYP.
PROPOSED WATER
MANAGEMENT AREA
(VIA EASEMENT)
GROUND
SIGN TYP.
FH TYP.
GROUND
SIGN TYP.
FUTURE
GROUND
SIGN TYP.
FH TYP.
EX
IS
TIN
G
BE
RM
S
CB TYP.
6' PEDESTRIAN
SIDEWALK
(PHASE 1)
EXISTING MULTI
MODAL PATH
EX
IS
TIN
G
BE
RM
S
FH TYP.
FUTURE
GROUND
SIGN TYP.
STOP BAR AND
STOP SIGN TYP.
RETAIL
TRANSFORMER
DECORATIVE
PAVER
CROSSWALK
BIKE PARKING (2)
FH
TYP.
BIKE PARKING
(4) TYP.
PLANTER
DRAINAGE TYP.
12'X35' LOADING ZONES (2)
12'X35'
MANEUVERING
AREA
GREASE TRAP TYP.
BIKE
PARKING (6)
PUBLIX
ENTRY
CART STORAGE TYP.
DRAINAGE
TYP.
FH TYP.
CB TYP.
CART
STORAGE TYP.
FH TYP.
NON
RESIDENTIAL
POD ENTRY
MONUMENT
F CURB TYP.
FH TYP.
PARKING LIGHT TYP.
PARKING
LIGHT TYP.
10'X10' CORNER
CLIP TYP.
10'X10' CORNER
CLIP TYP.
10'X10' CORNER
CLIP TYP.
PARKING LIGHT TYP.
FOUNDATION
PLANTING AREA TYP.
PUBLIX
ENTRY
BENCH
TYP.
DRAINAGE TYP.
PARKING
LIGHT TYP.
EX
IS
TIN
G
BE
RM
S
FH TYP.
STREET
LIGHT TYP.
FH TYP.
CB TYP.
6' PEDESTRIAN
SIDEWALK
(PHASE 1)
FUTURE
GROUND
SIGN TYP.
PARKING
LIGHT TYP.
FUTURE 6' CONCRETE POST AND
PANEL WALL TO BE INSTALLED AT
TIME OF FUTURE RETAIL
CONSTRUCTION
6' CONCRETE POST AND
PANEL WALL TO BE INSTALLED
CONCURRENT WITH
CONSTRUCTION OF PUBLIX
TOWN CENTER PARKWAY (WEST)
48,387 SFPUBLIX
TRACT H 12.02 ACRESN.I.C
1.11 ACRES5,750 SF HIGH TURN
OVER SIT DOWNRESTAURANT
PARCEL C
1.05 ACRES5,500 SF BANKW/ DRIVE THRU
PARCEL B
1.04 ACRES4,000 SF FAST FOOD
W/ DRIVE THRU
PARCEL A
LIFTSTATION
APPROXIMATE
LINE OF FUTURE
PARKING
6.53 ACRES65,363 SF RETAIL
PARCEL DFUTURE RETAIL
LOCATION OF SIDEWALK TO BE
FIELD LOCATED WITH SEMINOLE
IMPROVEMENT DISTRICT
BOLLARDS
26.4'
8' BLACK VINYL
CHAIN LINK FENCE
TRASH COMPACTOR
LOCATION
8' HT MIN CONCRETE
SCREEN WALL
CONCRETE SCREEN WALL
FIRE RISER ROOM
GREASE BARREL PAD
PROTECTIVE BOLLARDS
CONCRETE
PEDESTRIAN
CROSSING
SIGN TYP.
R34.0'
R40.0'
R40.0'
R20'
R20'
R20' R20'
R40'
R40'
'NO PARKING
FIRE LANE' SIGN
'NO PARKING
FIRE LANE' SIGN
ATM
R5'
4 - 10'X20'
CUE SPACE
6' PEDESTRIAN
SIDEWALK
(PHASE 1)
R50'
R50'
EXISTING
SW PBW
EXISTING
SW PBW
EXISTING
SW PBW
80' R
UR
AL P
AR
KW
AY
E
AS
ME
NT
1.8
8 A
C
81
,5
58
S
F
DECORATIVE
CROSS WALK
DECORATIVE
PAVER
CROSSWALK
RIGHT IN OUT ACCESS
PROPOSED TCP SIDE WALK
PROPOSED TCP SIDE WALK
6' DECORATIVE
PAVER CROSSWALK
RAMP
6' CONCRETE SW, TYP.
(PHASE 1)
R40'
CURBSIDE
PICKUP
SIGNAGE
CURBSIDE PICKUP
SIGNAGE
12'
(10' MIN)
CONCRETE PAD
18' SETBACK
(10' MIN)
22.5' SETBACK
(10' MIN)
22.7' SETBACK
(10' MIN)
18.4' SETBACK
(10' MIN)
Monument Sign Setback Exhibit For MSP-2020-02
Monument Sign SetbackExhibit For MSP-2020-02
