FLS01-12-93
FLS 01-12-93
CLEARWATER
MALL
.20505 US HWY 19 N
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FLORIDA DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS
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May 3, 2002
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Mr. Joe Colbert
City of Clearwater
Fire Department
100 S. Myrtle Avenue
Clearwater, FL 33756
RE: Clearwater Mall Redevelopment
Supplemental Information
Project No. 220-07
Dear Joe:
Enclosed is a marked-up copy ofthe latest Site Plan for the Clearwater Mall Redevelopment project. We
have provided a fire route that has been sized to accommodate fire truck turns. This route will be properly
marked and signed to designate it as an emergency vehicle route.
In order to address your issues as stated in the DRC comments, the developer commits to the following:
1. Supplemental Plans (6 sheets @ 1" = 40') have been submitted to clarify hydrant locations and
FDC's. Currently fire sprinkling to occur at the three big boxes, only. (Previously submitted).
2. The gas station at Costco will be manned. There will be a phone at the attendant's control area
( structure) this area will contain fire extinguishing equipment and emergency controls. (We would
propose an operation similar to the one approved for Sam's warehouse).
3. The types of retail business intended for each structure have been further described on the attached
list. (Previously submitted).
4. An additional fire hydrant has been provided to the northeast ofthe proposed gas station. This
hydrant will be served by the existing 12" w.m. (see enclosed detail) (Previously submitted).
We trust these responses meet your requirements and ask that you provide the DRC staff with a sign-off
from your department.
Sin~~~
Octavio Cabrera, P .E.
Senior Project Manager
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cc: Tom Hareas, The Sembler Company
Mark Parry, City of Clearwater Planning
Edward Mazur, Jr., P.E. FDC
File 220-07 2639 McCORMICK DRIVE. CLEARWATER, FLORIDA 33759
Tel: (727) 724-8422 · Fax: (727) 724-8606
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FLORIDA DESIGN CONSULTANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS
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- -----
May 9, 2002
Mr. Tom Glenn
City of Clearwater Solid Waste
1701 North Hercules Avenue
Clearwater, Florida 33765
o [E~[E~~[E D~
11I'3.
Re: Clearwater Mall Redevelopment
Dumpster Location
Project. 220-07
fUNNING a DeVELOPMENr
SeRVICES
env OF ClEARWA'IM
Dear Tom:
On behalf of our client, The Sembler Company (Sembler), Florida Design Consultants, Inc. (FDC) has
provided a formal resubmittal of the Site Plan for the above referenced project. The purpose of the
resubmittal was to address the miscellaneous issues noted by the City of Clearwater Development
Review Committee (DRC).
One of the issues raised was in regards to the disposal of solid waste for the proposed Clearwater Mall
site. In response to the DRC comment and our meeting on April 18, 2002, proposed dumpster pad
locations and trash compactor and container locations have been added to Sheet 2 of6 of the revised Site
Plans.
In addition to the Clearwater Mall Redevelopment Site Plan resubmittal, FDC is providing you directly,
with one (1) copy of the proposed solid waste disposal locations. See attached Sheet 2 of 6.
Please let me know if you should have any further questions regarding this issue.
Octavio Cabrera, P.E.
Sr. Project Manager
cp:
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cc:
Thomas Hareas, The Sembler Company
Mark Parry, City of Clearwater-Planning
Edward Mazur Jr., P.E., FDC
File 220-07
FILE
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2639 McCORMICK DRIVE. CLEARWATER, FLORIDA 33759
Tel: (727) 724-8422 · Fax: (727) 724-8606
OLEA
LEGAL DESCRIPTION;
PARCEL I:
THAT PART OF THE SOUTHWEST 1 OF SECTION ", TOWNSHIP 29 SOUTH.
RANGE 16 EAST. PINELLAS COUNTY. FLORIDA DESCRIBED AS FOLLOWS:
FROM THE SOUTHWEST CORNER OF SAID SECTION 17, RUN SOUTH
86057'OZ" EAST. ALONG THE SOUTHERLY LINE OF SAID SECTION J7. 100.00
FEET: THENCE RUN NORTH 1003'04" EAST. ALONG THE EASTERLY
RIGHT-OF-WAY LINE OF STATE ROAD 55 (U.S. HIGHWAY 19) AND
PARALLEL TO THE WESTERLY LINE OF SAID SECTION 17. 860.00 FEET;
THENCE RUN SOUTH 86057'OZ" EAST. 100,00 FEET FOR A POINT OF
BEGINNING: THENCE RUN NORTH 100Z'5&" EAST ALONG THE EASTERLY
RIGHT-OF-WAY LINE OF STATE ROAD 55. AS PER DEED RECORDED IN O,R,
BOOK 3476. PAGE 925. PINELLAS COUNTY RECORDS. 6.00 FEET; THENCE
RUN NORTH 88057'OZ" WEST. ALONG SAID RIGHT-OF-WAY LINE, 24.49
FEET; THENCE RUN NORTH 48020'20" WEST. ALONG SAID RIGHT-OF-WAY
LINE. 39.95 FEET: THENCE RUN NORTH 8056'56" WEST, ALONG SAID
RIGHT-OF-WAY LINE. 182,08 FEET; THENCE RUN NORTHWESTERLY ALONG
SAID RIGHT-OF-WAY LINE ON A CURVE TO THE RIGHT OF 755,94 FEET
RADIUS (CHORD BEARING NORTH 3056'56" WEST. CHORD DISTANCE 131.77
FEET) 131,94 FEET; THENCE RUN NORTH ,003'04" EAST. ALONG SAID
RIGHT-OF-WAY LINE. 495.89 FEET: THENCE RUN NORTH 00028'32" EAST
ALONG SAID RIGHT-OF-WAY LINE. 200.00 FEET; THENCE RUN NORTH
1003'04" EAST. ALONG SAID RIGHT-OF-WAY LINE (SAID LINE BEING
PARAlLEL TO. AND 100.07 FEET EASTERLY OF.. THE WESTERLY LINE OF
SAID SECTION 17). 573.94 FEET: THENCE RUN NORTH 3020'30" EAST.
ALONG SAID RIGHT-OF-WAY LINE. 50,04 FEET; THENCE NORTH 11015' 18"
EAST. ALONG SAID RIGHT-OF-WAY LINE. 23.05 FEET; THENCE RUN NORTH
45024'32" EAST. ALONG THE RIGHT-OF-WAY LINE AT THE SOUTHEASTERLY
CORNER OF THE INTERSECTION OF STATE ROAD 55 AND STATE ROAD 60
(GULF-TO-BAY BOULEVARD). 119.90 FEET: THENCE RUN NORTH 89046'01"
EAST, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60
AS PER DEEDS RECORDED IN O.R. BOOK 3476. PAGES 923 AND 925. AND
O.R. BOOK 3511. PAGE 423, AND OTHER DEEDS (SAID LINE BEING 60 FEET
SOUTHERLY OF AND PARALLEL TO THE EAST-WEST CENTER LINE OF SAID
SECTION 17). 1563.41 FEET; THENCE RUN SOUTH 0021'26" WEST. ALONG A
LI NE PARALLEL TO AND 40 FEET WESTERLY OF THE WESTERLY LINE OF
LOT I, OF RESUB OF BASKI~'S REPLAT (SEE PLAT BOO~ 24. PAGE 42.
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 270.00 FEET: THENCE
RUN SOUTH 89046'01" WEST, 371,10 FEET: THENCE RUN SOUTH ,003'04"
WEST, 261 .J7 FEET; THENCE RUN NORTH 88056'56" WEST. &0.00 FEET:
THENCE RUN SOUTH 1003'04' WEST, 40,00 FEET; THENCE RUN NORTH
88056'56" WEST, 20.00 FEET; THENCE RUN SOUTH 1003'04" WEST. 27.00
FEET; THENCE RUN NORTH 88056'56" WEST, 94.00 FEET: THENCE RUN
SOUTH 1003'04" WEST, 269,00 FEET: THENCE RUN SOUTH 88056'56" EAST.
174,00 FEET; THENCE RUN SOUTH 1003'04" WEST. 34,00 FEET; THENCE
RUN SOUTH 88056'56" EAST. 194,61 FEET: THENCE RUN SOUTH 53030'53"
EAST, 443,76 FEET; THENCE RUN NORTH 50158'54" EAST. 270,64 FEET:
THENCE RUN NORTH 35012'39" EAST. 93,74 FEET: THENCE RUN NORTH
3,043'49" WEST, 35.00 FEET; THENCE RUN NORTH 57016' I I" EAST. Z7.44
FEET: THENCE RUN NORTH 0013'59" WEST. 480.04 FEET; THENCE RUN
SOUTH 390 NO 1 '06" EAST. 79.82 FEET: THENCE RUN SOUTH 0013'59" EAST.
502.41 FEET; THENCE RUN SOUTH 50'58'54~ WEST. 363.54 FEET~ THENCE
RUN SOUTH 43011'54" EAST, 65,23 FEET; THENCE RUN SOUTH 36029'07"
WEST. 439.B8 FEET; THENCE RUN NORTH 53030'53" WEST. 550,00 FEET;
THENCE RUN SOUTH 360Z9'07" WEST. 65Z.05 FEET; THENCE RUN NORTH
88057'02" WEST. 142,58 FEET TO THE POINT OF BEGINNING,
PARCEL II; (BURDINES SITE)
THAT PART OF THE SOUTHWEST 1 OF SECTION 17. TOWNSHIP 29 SOUTH.
RANGE 16 EAST, PINELLAS COUNTY. FLORIDA. DESCRIBED AS FOLLOWS:
FROM THE NORTHEAST CORNER OF THE NORTHWEST 1 OF THE
SOUTHWEST 1 OF SAID SECTION 17. RUN SOUTH 0023'02" WEST. ALONG
THE 40 ACRE LINE. 60,00 FEET; THENCE RUN NORTH 89046'01" EAST,
ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60
(GULF-TO-BAY BOULEVARD) 415,00 FEET FOR A POINT OF BEGINNING;
THENCE RUN SOUTH 0021'26" WEST. ALONG THE WESTERLY LINE OF LOT I
OF RESUB OF BASKIN'S REPLAT (SEE PLAT BOOK 24, PAGE 42. PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA). 529,81 FEET: THENCE RUN
NORTH 69041' 46' EAST. ALONG THE SOUTHERLY Lt NE OF SA I D LOT I.
68,00 FEET: THENCE SOUTH 39025"2" EAST, 452.93 FEET: THENCE RUN
SOUTH 32043'49" EAST. 80.00 FEET: THENCE RUN SOUTH 35012'39'
WEST, 93.74 FEET: THENCE RUN SOUTH 50058'54" WEST. 270,64 FEET:
THENCE RUN NORTH 53030'53" WEST. 443,76 FEET: THENCE RUN NORTH
88056'56" WEST. 194,61 FEET; THENCE RUN NORTH 1003'04" EAST. 631,37
FEET; THENCE RUN NORTH 89046'01" EAST, 371,10 FEET: THENCE RUN
NORTH 0021'26" EAST. 270.00 FEET: THENCE RUN NORTH 89046'01" EAST,
40,00 FEET TO THE POINT OF BEGINNING,
PARCEL III:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17. TOWNSHIP 29 SOUTH.
RANGE 16 EAST, PINELLAS COUNTY. FLORIDA. DESCRIBED AS FOLLOWS:
FROM TH! NORTHWEST CORNER Ot: THE NORTHEAST 1 OF THE
SOUTHWEST 1 OF SAID SECTION 11, RUN NORTH 89046'0'" EAST. ALONG
THE EAST-WEST CENTER LINE OF SAID SECTION 17. 7,87 FEET: THENCE
RUN SOUTH 100~'04" WEST. 591.44 FEET FOR A POINT OF BEGINNING:
THENCE CONTINUE SOUTH 1003'04" WEST. 336,00 FEET: THENCE RUN
NORTH 88056'56" WEST, 174.00 FEET: THENCE RUN NORTH 1003'04" EAST.
269,00 FEET:, THENCE RUN SOUTH 86056'56" EAST, 94,00 FEET; THENCE
RUN NORTH 1003'04" EAST. Z7.00 FEET: THENCE RUN SOUTH 88056'56"
EAST. ZO FEET: THENCE RUN NORTH 1003'04" EAST. 40,00 FEET; THENCE
RUN SOUTH 88056'56" EAST. &0,00 FEET TO THE POINT OF BEGINNING.
OWNER/DEVELOPER:
CLEARWATER MALL, LLC
c/o THE SEMBLER COMPANY
5858 CENTRAL AVENUE
ST. PETERSBURG, FLORIDA 33707
(727) 384-6000 VOICE/(727) 345-4937 FAX
ARCHITECT:
ALFONSO ARCHITECTS
1705 16th STREET
TAMPA, FLORIDA 33605
(813) 247-3333 VOICE/(813) 247-3395 FAX
LANDSCAPE ARCHITECT:
ANDERSON-LESNIAK
4326 EL PRADO BLVD.
TAMPA, FLORIDA 33629
(813) 831-9595 VOtCE/(813) 831-5485 FAX
lATE
CITY
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CLEARWATER,
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FLORIDA
SITE PLAN
SECTION 17, TOWNSHIP -29 S, RANGE 16 E
PINELLAS COUNTY~ FLORIDA
PARCEL IV:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17. TOWNSHIP 29 SOUTH.
RANGE 16 EAST. PINELLAS COUNTY. FLORIDA. DESCRIBED AS FOlLOWS:
FROM THE NORTHWEST CORNER OF THE NORTHEAST 1 OF THE
SOUTHWEST 1 OF SAID SECTION 17. RUN SOUTH 0023'02" WEST, ALONG
THE WESTERLY LINE OF THE SAID NORTHEAST 1 OF SOUTHWEST 1. &0.00
FEET: THENCE RUN NORTH 89046'0." EAST. ALONG THE SOUTHERLY
RIGHT-OF-WAY LINE OF STATE ROAD 60 (GULF-lO-SAY BOULEVARD).
415.00 FEET: THENCE RUN SOUTH 0021'26" WEST. ALONG THE WESTERLY
LINE OF LOT I OF RESUB OF GASKIN'S REPLAT (SEE PLAT BOOK 24.
PAGE 42, PUBLIC RECCRDS OF PINELLAS COUNTY. FLORIDA). 529.81 FEET;
THENCE RUN NORTH 69041'46" EAST. ALONG THE SQUTHERLY LINE OF
SAID LOT 1.66.00 FEET FOR A POINT Of BEGINNING; THENCE CONTINUE
NORTH 69041'46" EAST. 344.45 FEET TO THE SOUTHEAST CORNER OF SAID
LOT I: THENCE RUN SOUTH 39001'06" EAST. 15,96 FEET: THENCE RUN
SOUTH 0013' 59" EAST. 480.04 FEET: THENCE RUN SOUTH 51016' I I" WEST.
27.44 FEET: THENCE RUN NORTH 32043'49" WEST, 45,00 FEET: THENCE
RUN NORTH 390Z5"2" WEST. 452,93 FEET TO THE POINT OF BEGINNING:
LESS THAT PART CONVEYED TO CITY OF CLEARWATER BY WARRANTY DEED
RECORDED IN O.R. BOOK 4272. PAGE 1503 (RE-RECORDED IN O.R. BOOK
4302, PAGE 1562), PINELLAS COUNTY RECORDS,
PARCEL V:
THAT PART OF TRACT I. A RESUB OF BASKIN'S REPLAT. AS RECORDED IN
PLAT BOOK 24, PAGE 42. PUBLIC RECORDS OF P1NELLAS COUNTY.
FLORIDA, DESCRIBED AS FOlLOWS:
BEGIN AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE
SOUTHWEST 1/4 OF SECTION 11. TOWNSHIP 29 SOUTH. RANGE 16 EAST.
ANO RUN THENCE NORTH 89046'0'" EAST. ALONG THE EAST-WEST CENTER
LINE OF SAID SECTION 11. 415.00 FEET; THENCE SOUTH 0021'26" WEST.
50.00 FEET; THENCE CONTINUE SOUTH 0021'26' WEST, 469.02 FEET FOR A
POINT OF BEGINNING; RUN THENCE NORTH 89046'14" EAST. 192.95 FEET:
THENCE RUN SOUTK 69041'36' WEST. 206,20 FEET: THENCE ~N NORTH
0021'26" EAST. 70.19 FEET TO THE POINT OF BEGINNING.
PARCEL VI:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH.
RANGE 16 EAST, PINELLAS COUNTY. FLORIDA, DES~RIBED AS FOlLOWS:
FROM THE SOUTHEASTERLY CORNER OF LOT I. OF A RESUS OF BASK IN'S
REPLAT IN PLAT BOOK 24. PAGE 42. PUBLIC RECORDS OF PINELLAS
COUNTY. FLORIDA: THENCE RUN SOUTH 39001'06" EAST. 95.7& FEET FOR
A POINT OF BEGINNING: FROM THE ABOVE REFERENCED POINT OF
BEGINNING. RUN T:".E.NCE SOUTH 3900"06" EAST. 391,64 FEET; THENCE
RUN SOUTH 50058'54' WEST. 314,71 FEET; THENCE RUN NORTH 00013'59"
WEST. 502.4' FE~r TO THE POINT OF BEGINNING,
AND SWAP PARCEL B. ( A PORTION OF THE EXISTING FIRE STATION)
A PARCEL OF LAND BEING A ?ORTION OF LOT I. A RESua OF BASKIN'S REPLAT. AS
RECORDED IN PLAT aOOK 24. PAGE 42 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA. TOGETHER WITH A PORTION OF THE SOUTIHWEST 1/4 OF SECTION 17. TOWNSHIP
29 SOUTH. RANGE, 16 EAST. PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY
DESCRIBED AS FOlLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 17. TOWNSHIP 29 SOUTH. RANGE 16 EAST. PINELLAS COUNTY. FLORIDA: THENCE
N89046'01"E. ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 17, FOR 415.00 FEET
TO THE POINT OF INTERSECTION WITH THE NORTHERLY EXTENSION OF THE WEST LINE OF
LOT I, A RESUB OF BASKIN'S REPLAT. AS RECORDED IN PLAT BOOK 24, PAGE 42 OF THE
PUBLIC RECORDS 0' PINELLAS COUNTY, FLORIDA; THENCE LEAVING SAID EAST-WEST
CENTERLINE OF SECTION 11, SOO02I'26"W. ALONG SAID NORTHERLY EXTENTION OF THE
WEST LINE OF LOT 1 AND THE WEST LINE OF SAtD LOT I (BEING THE BASIS OF BEARINGS
FOR THIS LEGAL DESCRIPTION). RESPECTIVELY. FOR 60.00 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE SOO021'26"W. ALONG SAID WESTLINE OF LOTI. FOR
458.65 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY EXTENTlON OF THE
SOUTH LINE OF THAT CERTAIN PROPERTY AS DESCRIBED IN OFFICIAL RECORDS BOOK 4272.
PAGE 1503 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA: THENCE LEAVING SAID
WEST LINE OF LOT I. N8~.46' 14"E. ALONG SAID ~STERLY EXTENSION OF THE SOUTH LINE
OF THAT CERTAIN PROPERTY AS DESCRIBED IN OFFICIAL RECORDS BOOK 4272. PAGE 1503
AND THE SOUTH LINE OF SAID CERTAIN PROPERTY AS DESCRIBED IN OFFICIAL RECORDS
BOOK 4272, PAGE 1503. RESPECTIVELY. FOR 386,69 FEET TO THE SOUTHEAST CORNER OF
SAID CERTAIN PROPERTY AS DESCRIBED IN OfFICIAL RECORDS BOOK 4272. PAGE 1503.
SAME ALSO BEING THE POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE
EAST LINE OF SAID LOT I: THENCE NOQoIJ'59"W. ALONG SAID SOUTHERLY EXTENSION OF
THE EAST LINE OF SAID LOT I ANO THE EAST LINE OF SAlp LOT I. RESPECTIVELY. SAME
ALSO BEING THE EAST LINE OF SAID CERTAIN PROPERTY AS DESCRIBED IN OFFICIAL
RECORDS BOOK, 4212. PAGE .503 AND THE NORTHERLY EXTENSION OF SAID EAST LINE OF
THAT CERTAIN PROPERTY AS DESCRIBED IN OfFICIAL RECOROS BOOK 4272. PAGE 1503.
RESPECTIVELY. FOR 71.42 FEET: THENCE LEAVING SAID EAST LINE OF LOT I,
S89046'O'"W. FOR 254.27 FEET; THENCE NOOOI3'59"W. FOR 60.00 FEET; THENCE
S89046'O'"W. FOR sa.54 FEET; THENCE NOQoI3'59"W. FOR 327.23 FEET: THENCE
S89046'OI"W. ALONG A LINE 60.00 FEET SOUTH OF THE PARALLEL WITH SAID EAST-WEST
CENTERLINE OF SECTION 17. FOR 59.15 FEET TO THE POINT OF BEGINNING.
CONTAINING 55.376 SQUARE FEET OR 1,271 ACRES. MORE OR LESS,
AREAS;
PARCEL I (INCLUDING BANK SITE)
P ARUL II ( BURD I NE S S ITE .
PARCEL I I I
PARCEL IV
P ARCEt V
PARCEL VI
SWAP PARCEL "B"
57.4808 AC.
10.3699 AC.
1.1792 AC.
1.8686 AC.
O. I 56B AC.
I .4147 AC.
1 . Z71 0 AC.
PLA T BOUNDARY (GROSS)
73.7610 AC.
CIVIL ENGINEER:
FLORIDA DESIGN CONSULTANTS, INC.
2639 McCORMICK DRfVE
CLEARWATER, FLORIDA 33759
(727) 724-8422 VOICE/(727) 724-8606 FAX
LAND SURVEYOR:
FLORIDA DESIGN CONSULTANTS, INC,
2639 McCORMICK DRIVE
CLEARWATER, FLORIDA 33759
(727) 724-8422 VOICE/(727) 724-8606 FAX
LOCATION MAP
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S858.CENTRAL AVENUE
ST. PETERSBURG, FLORIDA
33707-1728
PREP ARED BYr
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS,' SURVEYORS 8 PLANNERS
2639 McCormick Dr r Clearwater, FI. 33759
Telr (727) 724..8422- Fox. (727) 724-8606
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I I I ' /' . 53' C. I ~I~~H f H' ;~j,~~mO C7 ~~ ~, ~~s~~6~r 4131 PAGE 507 ~
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~
~, PREPARED FOR.
~ . FLORIDA DESIGN CONSULTANTS, INC.
i t II '1 . ENGINEERS. ENViRoNMENTALISTS.. SURVEYORS 6 PLANNERS
~ EM ' '" .' 2639 M,Cormid Dr. Cleor\WQ!er n. 33,759
l ' '. Tef. (727) 724.8422 . Fot. (127)724-8606
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ALL PARKING INDICATED WIlli CIRCLE ARE 9' ('II)
'Mlli 111E EXCEPTION OF HANDICAPPED PARKING STALLS.
ALL PARKING INDICA TED W1m SQUARE ARE 10' (W)
WIlli mE EXCEPTION OF HANDICAPPED PARKING STALLS,
SHOPPING CART CORRAL
2~
12'X16' DUMPSTER PAD LOCATION
lRASH COMPACTOR AND CONTAINER
,..'-' .
MINIMUM AISLE 'Moms ARE 24'
"
Df$IGHtO THe SIGNATURe ~ TH' OUAUTY
ac I JD CONTROL <:fFlCl~ IN THlt SPACE
INDlCATEI THAT All. REOUIREb
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AUTHOIUUO TO COllIlEHCI.
SHEE T DESCRIP TlON.
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<:Ii[ (;KED
CLEARWA TEA MALL, LLC
C/O THE SEMBLEA COMPANY
CLEARWATER MALL REDEVELOPMENT
SITE PLAN 6.26 "
5858 CENTRAL AVENUE
ST. PE TERSBURG, FL 3F07
Tel. (721) 384-6000 - F Qt. (121)345-4937
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BIG BOX RETAIL
A. RETAL
~ R.OOR
QAR)EN CENTER
TOTAl. ..
a FErAL
MAt4 A..OOR
QAR)EN CENTER
TOTAL ..
c. FETAL
BIQ BOX FETAL TOTALS"
VlU.AGE RETAIL
1 FETAL
2 FETAL
3 FETAL
4 FETAL
6 FErAL
6 FETAL
7 fETAL
8 fETAL
9 FETAL
10 fETAL
n fETAL
12 FETAL
13 FETAL
14 FETAL
16 fETAL
16 AETAL
fl fETAL
VUAGE fETAL TOTALS ..
EXJSmQ (BAN<)
OUTPAACElS
d. BAN<
eo RESTAURANT
f, RESTAURANT
OUTPAACEL fETAL TOTAL ..
TOTALS ..
AREA
(S.F.)
PARKING PARKING
PROVIDED PEA 1,()()() SP.
fl4.6e6
11,407
186.062
892 an
140,784
36,402
fn.186
661
0).565
601.813
703
30,187
10.000
5.100
2,941
12.200
25.064
7.750
38.656
18.001
9.591
24.102
12.008
24.342
18.909
6.500
12.000
9.251
264,462
\~
7.121
23
3.864
6.575
6.576
17,014
34
84
86
204
790.410
3.781
Sit'e Data
ZONING DIS TRICT
EXISTING
C (67.478 Acs)
o (5.012 Acs,)
USE
.
Commercial
LOT AREA (Acs.)
(Sq. Ft.)
LOT WlDm
IMPERMEABLE
SURfACE RA 110
BUILDINGS (S.f.)
f.AR.
SETBACKS (Buildings)
Front N/A
Side N/A
Rear N/A
72.49 Acs.
3,157,664
N/A
0.86
926,102 Sq. Ft.
f.A.R.= .32
SETBACKS (Other Structures)
front N/A
Side N/A
Reor N/A
HEIGHT
PAVED VEHICULAR
USE AREAS, VU A
PARKING lOT INTERIOR
LANDSCAPING
(Sf. & % of paved
yehlcular use area)
35 f t.
46.76 Acs.
2,036,866
N/A
PARKING
TOTAL
RATIO
Hie SPACES
4021 spa
4.35
UNK.
rD','.
3178-3973 spa .....
4-5/1000 . l
50 (20+ 1/100 OVER 1000)< 1 '
(3:
51'
!.
PROPOSEO
C 167.478 Acs)
o 3.741 Acs)
I 1.271 Acs.)
Commercial
Institutional (1.271 Acs.)
73.76 Acs.
3,212,986
185.50 (Min.)
0.86
790,410 Sq. Ft.
f.AR.== .2"
25 ft.
o ft.
10 ft.
15 Ft,
o Ft.
10 ft.
,35 Ft.
43.10 Acs.
1,877,436
12% of VUA
22.529 Sf
3781
4.78
85
4.62
6.08
8,03
4.78
REQUIREO.
N/A
Minimum lot Size
3500 - 10,000 Sf'
35 - 100 Ft.
ISR .95
f.AR. .55
25 ft.
0-10 ft.
10-20 ft.
25 Ft.
0-10 Ft.
10-20 Ft.
". 25-35 Ft,
N/A
I
10% of VUA
18,774 SF
· Based on Flexible Standard Development criteria, Level 1
,
NO.
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afy OF'ST, PETERSBURG
EXISTING WA TERMAIN
EASEMENT
OR BOOK 4131 PAGE 507
N
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15.24 ACRES
--. .
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LEGEND
~~
.
.......
"" PROPOSED DRAINAGE BOUNDARY
= EXtSTINQ STOR~ ~
~ PROPOSED STORM SEWER
,. PROPOSED DITCH BOllOM INlEt
TYPE Q UNLESS OTI-iER'MSE INDICA TED
(lARGER BOX MAYBE NEEDED TO ACCOMYOOA TE PIPE SIZE)
,. PROPOSED CtJRB INLET
"" PROPOSED STORM MANHOlE"
:00 PROPOSED FlARED END SECTI9N
NOTE:
AlL EXlSTINQ STORM DRAINS TO BE REMOVE!). .
UNLESS OTI-iERI'MSE SPECifIED
.
II
.
...
S,^, . :00 PROPOSED DRA~~Cf BASIN '
'i,I,;' ,
.' :~ '~
. f' POSSIBlE STOR~W~TER fILTRATI~ MEA
PREPARE!) FOR.
SH~E T DESCRIPTION.
'.'.,. .~. " CLEARWATER MALL, LLC
,.." .'. C/O THE S, EMBLER, COMPANY
- " ~85a CENTRAL AVENUE
, ST. PETERSBURG, FL 33701 .
.~ ,.., ' " ' Te1. (12'1) 384-GOOO - fax, (121)345-4931 '
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS .
CLEARWATER MALL REDEVELOPMENT
MASTER GRADING I DRAINAGE PLAN
OATt
2639 McCormick Dr. Clean"ofer Fl. 33759
Tel. (727) 724-8422 -, FOlC. (727)724.8606
'"..!. ;
",
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"- ". ': '. -'~'..
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5'
T.O.a, ELEV 35.5
,
l DHW25 YR 34.5
....!-WEIR ELEV. 33.5
=
BOTTOM ELEV. 28.0;
-.....
60. RCP,
....!- SHWT ELEV. 27.5*
, ,
~ .
,- t
"A - AU
TYPICAL DETENTION AREA
NTS
· PER DRIGGERS ENGINEERING SERVlCES. INC.
'., ~..
DRAINAGE BASIN ST A TISTICS
BASIN EXISTING PROPOSED
ACREAGE ACREAGE
NE 24.58 17,76
SE 24.30 35.04
NW 10.08 7.56
SW 17.64 15.24
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"
1. THE PROPOSED PROJECT HAS LESS IMPERVlOUS AREA THAN THE
EXISTING CONDITIONS.
2. THE PROJECT HAS BEEN ISSUED AN EXEMPTlON FROM SWFWMD
CHAPTER 40-D4 PERMITTlNG BASED ON HEM 1 (ABOVE).
COpy OF THE EXEMPTION LETTER ACCOMPANIES TIiIS SUBMITTAl.
, .
3. THE PROJECT PROPOSES A STORMWATER DETENTION AREA AT THE
SOUTHtAST BOUNDARY OF mE SHE. THIS IS THE SAME LOCATION
WHERE THE CITY OF CLEARWA TER/SWFWMD HAD CONSIDERED A
JOINT PROJECT IN THE RECENT PAST.
4. THE DETENTION AREA 'MLL PROVIDE STORMWA TER QUAUTY TREATMENT
FOR mE FIRST ONE-HALF INCH O~ RUNOFF FROM mE ENnRE SHE
(EQUIVALENT TREATMENT).
5. STORMWA TER TREATMENT MEmOD WILL BE VIA PERCOlA TION/FIL TRA TlON
AND WILL COMPLY 'MTH STANDARD SWFW'MD CRITERIA. IN SPITE OF
THE AfOREMENTIONED EXEMPTION.
6. ONLY ONE DRAINAGE BASIN. THE. NORTHWEST BASIN SHALL, BE SUBJECT
TO FDOT PERMITTING. UNDER EXISTING CONDITIONS THAT BASIN CONNECTS
TO AN EXISTlNG 30" RCP (OWNED & MAINTAINED BY FOOT), .
WHILE mE STORMWA TER SYSTEM IN THAT AREA IS BEING RECONSTRUCTED,
THE CONNECTION TO FOOT IS TO REMAIN. A PERMIT FOR THIS DRAINAGE
CONNECTION IS CURRENll Y UNDER REVIEW AT FOOT,
, ..,\
RtVI$/ONS ,
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LEGEND
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tmE.Si.
1. ALL WATERUNf.: TO BE PVC (C-900)
2. EXISTING 12- WATE.RMAIN LOOP fROM SR 60 TO
SEVILLE BlVD, TO REMAIN AS MOOIFllO HEREIN.
J. WATER METER SIZES AND BACKFlOW PREVENTE.R LOCATION
TO BE DETERMINED BY ARCHITECT AT BUILDING PlANS STAGE:
BASED ON flXlURE COUNT.
13.
I ·
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< ""MER LINE EASEMENT
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CLEARWATER MALL, LLC
C/O THE SEMBLERCOMPANY
e85~ CENTRAL AVENUE
sr. PETERSBuRG. FL 3310'7
h'. (727) 384-6000 - Fat, (121)345-4937
FLORIDA DESIGN CONSUL TANT$, INC.
ENGINEERS, ENVIRONMENTALISTS. SURVEYORS a PLANNERS
2639 McCormick Dr. Cle4rwaler Fl.. H7eg
Tel. (721) 724-('3422 - FQt. (1iH)724.8606
CLEARWATER MALL REDEVELOPMENT
\
MASTER WATER AND" SANITARY SEWER PLAN
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REVI$lONS ,>
,
FLORIDA DESIGN CONSUL T ANTS, INC.
J1'" ENGINEERS, ENVIRONMENTALISTS. SURVEYORS a PLANNERS
2639 McCormick Dr. Clear wafer FL, 33759
Te'. (12"1) 724-8422 - Fax, (12"1)124.8606
CLEARWATER MALL, LLC
C/O THE SEMBLEA COMPANY
5858 CENTRA~ AVENUE
ST. PETERSBURG, F~ 3370-'
Tel. (127) 384-6000 ~ FOK, (lU)345-4937
CLEARWATER MALL REDEVELOPMENT
HORIZONTAL CONTROL. SIGNING' AND STRIPIN.G
PLAN
'i: "\
61 '-10"
20'-0"
20'-0"
206'-0"
20'-0"
20'-0'
26'-8"
30-8"
130' -0"
~~~~~~~~w:~y~:~~~"~~~~
20'-0" 20'-0"
27'-4"
20'-0"
20'-0"
21'-6'
20'-0~
29'-0"
20'-0"
18'-8"
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RETAIL S
1 Building 11 A
TOTAL FACADE AREA: 1A?2.,09~q, FT
TOTAL SIGN AREA: 14,1 1 ,sg, FT, = 5,01%
- We&t Elevation
)
c; ~<~l
9 Building 15 - West Elevation
TOTAL FACADE AREA: 2,882,1 SQ, FT
TOTAL SIGN AREA: 156,0 SQ, FT = 5.41%
L~/~ ~ ~..~ ~v(W".
North Elevation
5 Building 11 B
TOTAL FACADE AREA: 5,Q2~_,35~Q,FJ
TOTAL SIGN AREA: 234,0 $Q, FT = 4.66%
204'-8"
CD
10 Building 15 - East Elevation
78'-0"
126'-8"
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Building 11 A -'East Elevation
~ t, ~~'-
4. ALL LOCAL TENANTS (EXCLUDING CHAIN
STORES) SHALL ONLY INSTALL THOSE
SIGNS THAT MEET THE FOLLOWING
CRITERIA:
a. ALLOWED COLORS SHALL BE
. RED
- GREEN
. WH ITE
. BLUE
- BLACK
. ORANGE
b, ALL SIGNS SHALL BE COMPRISED OF
INDIVIDUAL LETTERS (NO CABINET SIGNS
SHALL BE PERMITTED)
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6 Building 11 B - South Elevation
TOTAL FACADE AREA: 1,844,54 SQ,--FT.
TOTAL SIGN AREA: 26,12SQ.ET. = O.54~&
@
TOTAL FACADE AREA: ;?~82J_~Q-,-EI,
TOTAL SIGN AREA: Qj2.~Q---fL= Oit%
QENEB..8.b_.NOTES:
1. ALL TENANT SIGNS SHALL BE SUBJECT
TO REVIEW AND FINAL APPROVAL BY THE
OWNER AND THE CITY OF CLEARWATER.
FINAL SHOP FABRICATION PLANS SHALL
BE SUBMITTED SEPARATELY TO THE CITY
FOR SIGNAGE PERMIT REVIEW & APPROVAL,
2. ALL TENANT SIGN MATERIALS SHALL BE
INDIVIDUAL ALUMINUM (COPYITEXT) LETTERS,
ACRYLIC FACES. ALL SIGNS SHALL BE
INTERNALLY ILLUMINATED WITH EITHER
NEON OR L.E.D. (TO BE DETERMINED).
3, THE ILLUMINATED AREAS OF ALL SIGNS
SHALL BE THE TRANSLUCENT ACRYLIC
SIGN FACE PORTION OF THE SIGN LETTERS,
TOTAL FACADE AREA: lAll,Q~ SQ,fT.
TOTAL SIGN AREA: If.J.l SQ,J:L = 5.01%
96'.10"
109'-4"
18'-8" 20'.0"
1
SIGN AREA @O 37%,
831 SQ H
r
18'-8"
30'.8"
SIGN AREA @1.81%:
26.0 SQ, F T.
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TOTAL FACADE AREA: 2,241.03 SQ, Fl (: L ( C() ~
TOTAL SIGN AREA: 83,81 SQ, fT. = 3.'16% 0C\ q, ~~, ,~ \
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TOTAL FACADE AREA: 2.135.41 SQ, FT.
TOTAL SIGN AREA: 130,0 SQ, FT. = 4.'15%
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88'-4"
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------BUILDING 15
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SIGN AREA @O.37%:
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SIGN AREA@1,01%: .Jt"""""""""''''''''''''_..__''.'
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TOTAL FACADE AREA: 2,221,03 SQ, FT 1--
TOTAL SIGN AREA: 72,11 SQ, FT. = 23.24% ~ e-L;\
. .
Exterior Elevations In
0' '10' 20' 40'
12
TOTAL FACADE AREA: 2,564.11 SQ. FT.
TOTAL SIGN AREA: 26,0 SQ. Ff. = 1,01 %
l
'1" ::: 20'..0"
.
~-,
--.- ~:! ~
SIGNAGE DATA
BUILDING 15. WEST ELEVATION
Bl;T AlkJ~
BUILDING FACADE AREA: 21'-6" X 22'-2" = 476.66 SQ. FT.
SIGN AREA ALLOWED: 476.66 X 6% = 28,6 SQ, FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 5.45% (0,90% OF
RETAIL R.S..LU.. OVERALL FACADE)
BUILDING FACADE AREA: 20'.2" X 22'.0" = 443.4 SQ. FT.
SIGN AREA ALLOWED: 443.4 X 6% = 26.60 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 5.86% (0.890% OF
RETAIL V OVERALL FACADE)
BUILDING FACADE AREA: 29'-0" X 22'.2" = 642.93 SQ. FT.
SIGN AREA ALLOWED: 642,93 X 6% = 38.58 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 4.04% (0.90% OF
OVERALL FACADE)
BUILDING 11B. SOUTH ELEVATION
BUILDING FACADE AREA: 204'.8" X 23'-8" = 4,844.54 SQ. FT.
SIGN AREA ALLOWED: 4.844.54 X 6% = 290.67 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 0.54%
IiUJ LOlli G.-1,lil.:JLQ RT.tU= LEYAIlQ,N
RETAIL A
BUILDING FACADE AREA: 27'.4" X 23'-8" = 646.9 SQ. FT.
SIGN AREA ALLOWED: 646.9 X 6% = 38.81 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 4.02% (0.52% OF
RETAIL B-G OVERALL FACADE)
BUILDING FACADE AREA: 20'.0" X 23'-8" = 473.4 SQ. FT.
SIGN AREA ALLOWED: 473.4 X 6% = 28.40 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 5.49% (0.52% OF
RETAIL H OVERALL FACADE)
BUILDING FACADE AREA: 26'.8" X 23'.8" = 631,28 SQ. FT.
SIGN AREA ALLOWED: 631,28 X 6% = 37.88 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 4.12% (0.52% OF
RETAIL I OVERALL FACADE)
BUILDING FACADE AREA: 30'.8" X 29'-6" = 904.77 SQ. FT.
SIGN AREA ALLOWED: 904.77 X 6% = 54,29 SQ. FT.
SIGN AREA SHOWN: 26.0 sa. FT. = 2.87% (10.52% OF
OVERALL FACADE)
MATERIALS LEGEND
IiUILDING 11A - WEST EL_EVATIOi'l
BUILDING FACADE AREA: 61'.10" X 23'.0" = 1,422.09 SQ. FT.
SIGN AREA ALLOWED: 1,422.09 X 6% = 85.33 SQ. FT.
SIGN AREA SHOWN: 72.11 SQ, FT. = 5.07%
BUILDING 11A.. NORTH ELEVATION
BUILDING FACADE AREA: 96'-10" X 23'.0" = 2,227.03 SQ. FT.
SIGN AREA ALLOWED: 2,227.03 X 6% = 133.62 SQ. FT.
SIGN AREA SHOWN: 83,81 SQ, FT. = 3,76%
BUILDING 11A - SOUTH ELEVATION
BUILDING FACADE AREA: 96'.10" X 23'.0" = 2,227.03 SQ. FT.
SIGN AREA ALLOWED: 2,227.03 X 6% = 133.62 SQ. FT.
SIGN AREA SHOWN: 72.11 SQ, FT. = 3,24%
BUILDING 11A - EAST ELEVATION
BUILDING FACADE AREA: 61'-10" X 23'.0" = 1,422.09 SQ. FT.
SIGN AREA ALLOWED: 1,422,09 X 6% = 85.33 SQ. FT.
SIGN AREA SHOWN: 672.11 SQ. FT. = 5.07%
BUILDING 11 B . WEST ELEVATION
RETAIL K
BUILDING FACADE AREA: 29'.6" X 30'.8" = 904,77 SQ. FT.
SIGN AREA ALLOWED: 904.77 X 6% = 54,29 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 2.87% (0.95% OF
OVERALL FACADE)
"
. 1 SMOOTH AND/OR TEXTURED CMU
'2' SMOOTH AND/OR TEXTURED STUCCO
(E.I.F.S. OR CEMENTITIOUS STUCCO)
, ,
" 3, PRE FINISHED METAL LIGHT FIXTURE
(SURFACE MOUNTED)
,
. 4' PRE FINISHED METAL CANOPY/AWNING
" 5, TILE AND/OR STUCCO ACCENT
MEDALLIONS
"
. 6: E.I.F.S. CORNICE DETAIL
7
PRE FINISHED STANDING SEAM
METAL ROOFING
TINTED STOREFRONT GLASS
DECORATIVE TILE/STONE VENEER
PAINTED METAL PERSONNEL!
OVERHEAD DOORS
VINYL COATED CHAIN LINK FABRIC
AND SHADE CLOTH (60.70% OPACITY)
BEHIND TUBE STEEL FRAME
PRE FINISHED METAL GUTTERS AND
DOWNSPOUTS
18,:
/..~ "
..9
10'
RETAIL L,O
BUILDING FACADE AREA: 18'-8" X 23'.8" = 441.92 SQ. FT.
SIGN AREA ALLOWED: 441.92 X 6% = 26.52 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 5.88% (0.95% OF
RETAIL M N OVERALL FACADE)
---_..~
BUILDING FACADE AREA: 20'.0" X 23'-8" = 473.4 SQ. FT.
SIGN AREA ALLOWED: 473.4 X 6% = 28.40 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 5.49% (0.95% OF
6lULD.INQ.iH.L:j:;A~I_ELE.Vp. TIQ_N OVERALL FACADE)
BUILDING FACADE AREA: 108'.4" X 23'.8" = 2,164.17 SQ. FT.
SIGN AREA ALLOWED: 2,564.17 X 6% = 153.85 SQ, FT.
SIGN AREA SHOWN: 26,0 SQ. FT. = 1,20%
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BUILDING 15 - NORTH ELEVATION
BUILDING FACADE AREA: 64'.8" X 22'.2" = 1,433.73 SQ. FT.
SIGN AREA ALLOWED: 1,433.73 X 6% = 86.02 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 4.81%
BUILDING 15 -: SOUTH ELE'L8IION
BUILDING FACADE AREA: 64'.8" X 22'-2" = 1,433.73 SQ. FT.
SIGN AREA ALLOWED: 1,433.73 X 6% = 86.02 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT. = 1.81%
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\ 1 SMOOTH AND/OR TEXTURED CMU
, 2 SMOOTH AND/OR TEXTURED STUCCO
(E.I.F.S. OR CEMENTITIOUS STUCCO)
3 PRE FINISHED METAL LIGHT FIXTURE
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4 PRE FINISHED METAL CANOPY/AWNING
; 5 TILE AND/OR STUCCO ACCENT
MEDALLIONS
6 E,I.F.S. CORNICE DETAIL
DRAWING NOTES
1. ELEVATIONS SHOWN DEPICT GENERAL DESIGN INTENT ONLY. OVERALL
BUILDING HEIGHTS AND MASSING WILL NOT BE EXCEEDED BUT COLORS,
MATERIALS AND DETAILS ARE SUBJECT TO MODIFICATIONS.
2. SIGNAGE INFORMATION HAS NOT BEEN SHOWN ON THESE ELEVATIONS
BUT WILL BE SUBMITTED LATER WITH THE CITY OF CLEARWATER
COMPREHENSIVE SIGN PROGRAM APPLICATION,
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METAL ROOFING
TINTED STOREFRONT GLASS
DECORATIVE TILEiSTONE VENEER
(1'g) PAINTED METAL PERSONNEL!
OVERHEAD DOORS
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DOWNSPOUTS
GENERAL NOTE
OUTDOOR TENANT DISPLAYS HAVE NOT BEEN SHOWN ON THESE
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APPROVAL BY THE CITY OF CLEARWATER.
xterior Elevatl
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::: I"~ .~.itPC'" r,.\!"~t, ""'P\f~:;" t~
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" _ .,,'_ .._uL_ ,
DESIGNED
THE SIGNATURE OF THE OUAlITY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
CLEARW A TER MALL
SITE PLAN
..
PREPARED FOR:
SHEET DESCRIPTION,
OC 1 JD
~~) FLORIDA DESIGN CONSUL T ANTS, INC.
11 V ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
CLEARW A TEA MALL, LLC
C/O THE SEMBLER COMPANY
DRAWN
KC 1 ROH
CHECKED
EM
~
2639 McCormick Dr. Clearwater FL, 33759
Tel: (727) 724-8422 -- Fox: (727)724-8606
5858 CENTRAL AVENUE
ST, PETERSBURG, FL 33707
Tel: (727) 384-6000 .. Fox: (727)345-4937
LB. No. 7421
~~; r-: 1ft r'''',:
'"
BUILDING AREAS:
) '''-''TH'' '., (
?1'>j p / ~ '
., ',.- T"'" ." ljo
· ARt).'
(S.F.)
BIG BOX RETAIL
A. SUPER TARGET
MAIN FLOOR
GARDEN CENTER
174.681
10,374 .
185.055
TOTAL =
B. LOWE'S
MAIN FLOOR
GARDEN CENTER
136,720
35,960 .
172,680
138.565
449,966 .
TOTAL =
1(,
C. COSTCO
BIG BOX RETAIL SUBTOTAL =
. Not Including Gorden Centers
BIG BOX RETAIL TOTAL =
496,300
VILLAGE RETAIL
I 1 FAMOUS FOOTWEAR
Z 2 ROSS
~ 3 RETAIL
tt 4 RETAIL
Cj 5 RETAIL
(RETAIL 5 COMMON AREA)
~ 6 BORDERS
'1 70 RETAIL
b 7b RETAIL
(RETAIL 7 COMMON AREA)
q 8 LINENS N THINGS
i () 90 RETAIL
II 9b RETAIL
(RETAIL 9 COMMON AREA)
I "'" 1 0 PIER ONE IMPORTS
I~ 110 JARED'S
4- 11b RETAIL
I (RETAIL 11b COMMON AREA)
/0 12 RETAIL
'(p 13 MICHAEL'S
/1 14 PETSMART
I~ 15 RETAIL
16 RETAIL
I qo 17 TIRES PLUS
8'
VILLAGE RETAIL SUBTOTAL =
10.000
30.187
5.100
2,941
13,911
480 .
21,960
4,671
4.494
1,240 .
35,167
8,623
9,834
1,291 .
10,800
5.575
16,653
480 .
10.000
23,753
19,107
6,500
12.800
8.400
263,335 .
. Not Including Common Area
VILLAGE RETAIL TOTAL =
EXISTING (BANK) BUILDING
266,826
Level 1 6,000
Level 2 5,186
11,186
\
..
EXISTING (BANK) TOTAL =
DEVELOPER TRACT
. .
274,521 .
278.012
=
OUTPARCELS
d. WACHOVlA BANK
e. SMOKEY BONES
f. McDONALDS
OUTPARCEL RETAIL TOTAL =
4,354
6,887
3,897
15,138
if .,'
U I f'
w
.
t /
J I
,.-
.I
,
l'
..... ~ ,
"
L.
.
PARKING
PER 1,000
PARKING
PROVIDED
892
5.11
651
4.76
700
2.243
5.05
4.98 .
~m c 1f; BGC(;, 5/~/2w [I.JY~ ?
-::::-lS
< "
1,357
5.15 .
22
1379
1379
5.02 .
4.96
34
85
52
171
7.81
12.34
13.33
11.30
SUBTOTAL BUILDING AREA = 739.625 . 3.793 5.13
. Not Including Common Area/Gorden Centera !:. Not Including Outparcels d, e and f
TOTAL BUILDING AREA = (289,45;:)
SITE DATA:
ZONING DISTRICT
EXISTING
C (67.478 Acs)
o (5.012 Acs.)
PAVED VEHICULAR
USE AREAS. VUA
PARKING LOT INTERIOR
LANDSCAPING N/A 10% of VUA
(Sf. & % of paved 12% of VUA 18,774;SF
vehicular use area) ,~ 2~29_~ ~ ((>>., ~J;~.A
PARKING, , U ../
TOTAL ~ 4027 spa 3.793 ~ ,W,~/,-1 8-3,973 spa
RATIO 4'35~j' ........5:1...B~ /5/1000
H/C SPACES UNK.""""""- 86 50
/, '" ( d' (20+ 1/100 OVER 1000)
/' 1/ ,\/, ased on Flexible Standard D op '-->''' ~Jifvel 1
Vii / j ,," /
I \Y" 1,"j^: .- /' ' l
'1 ' (I I
E~l~J;i SITE A APt' ~O~. f ':
--"----~..,,~- CASE #l ~_ ~ 3
CASE lYPE /, ~j]) \1 ADt-
, ~/ t:f)..J1,rO Z. cA. V'
D;RC~ Dl\T . -~~
CDaD ,: ,--
SIG 'URE _~ -Jl~y'-
o E ~ :..']&>.:.-0 k -
I ,
9j-l€/02 MISC. REVISIONS PER ARCHIrr''CTS
8/16/02 MISC. REVISIONS PER ARCHITECTS
7/19/02 MISC. REVISIONS PER ARCHITECTS
6/20/02 ADDED OUTDOOR DELINEATION AT BLDG B
6/6/02 ADD REVISED BLDGS B,14,13,12 AND PARCEL BNDY LINES
4/30/02 MISC REVISIONS PER CLEARWATER DRC
4/5/02 MISC REVISIONS PER CLIENT
3/29/02 ADDED PSTA BUS STOP AND DUMPSTER LOCATIONS
USE
Commercial
LOT AREA (Acs.)
(Sq. Ft.)
LOT WIDTH
IMPERMEABLE
SURFACE RATIO
BUILDINGS (S.F.)
F.A.R.
SETBACKS (Buildings)
Front
Side
Rear
SETBACKS (Other Structures)
Front
Side
Rear
HEIGHT
72.49 Acs.
3.157,664
N/A
0.86
926,102 Sq. Ft.
F.A.R.= .29
N/A
N/A
N/A
N/A
N/A
N/A
35 Ft.
46.76 Acs.
2.036.866
, "
,,-
DATE
REVISIONS
PROPOSED
C (67.478 Acs)
o (3.741 Acs)
I (1.271 Acs.)
Commercial .
Institutional (1.271 Acs.)
72.49 Acs. Minimum Lot Size
3,157.664 3,500 - 10,000 SF
185.50 (Min.) 35 - 100 Ft.
0.86 ISR .95
REOUIRED.
N/A
789,450 Sq. Ft.
F.A.R.= .25
F.A.R. .55
25 Ft.
o Ft.
10 Ft.
25 Ft.
0-10 Ft.
10-20 Ft.
15 Ft.
o Ft.
10 Ft.
35 Ft.
25 Ft.
0-10 Ft.
10-20 Ft.
25-35 Ft.
43.10 Acs.
1,877.436
N/A
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prepared for the
City of Clearwater
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The Sembler Campau
Revised
June 19, 2002
July 15, 20 2
July 24, 2002
July 31, 2002
August 15, 2002
August 23, 2002
September 18, 2002
DRAWING INDEX:
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9/18/02 ~
8/15/02 9/18/02 ~
8/15/02 9/18/02 ~
8/15/02 9/18/02 ~
8/15/02 9/18/02 _ ~ ~11A}'J'.i ,
8/15/02 -- 9/18/02 ~'f~~~,~::~~~!~Q
8/15/02 == 9/18/02:~:i~~~;':}.~~ \~;~~
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cDa D^T~ ~_~,~ ,.....".,",','''-=-, ~_/ ',,' ~.,.DATE; 09/18/02
SIGNATURE ~~.[j,.:sllJlJjJ..~u= -
DATE _~~LL:~9k..~...==~
ARCHITECTURAL SITE SIGNAGE: DATED: REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: REVISED:
AS-O LOCATION MAP & DRAWING INDEX
AS-1 SITE PLAN & DATA
AS-2 FREESTANDING SIGN PLANS & DATA
AS-2A SIGN HIERARCHY DIAGRAMS
AS-3 BUILDING SIGN ELEVATIONS & DATA
AS-4 BUILDING SIGN ELEVATIONS & DATA
AS-5 BUILDING SIGN ELEVATIONS & DATA
AS-6 BUILDING SIGN ELEVATIONS & DATA
AS-7 BUILDING SIGN ELEVATIONS & DATA
AS-8 BUILDING SIGN ELEVATIONS & DATA
AS-9 BUILDING SIGN ELEVATIONS & DATA
AS-tO BUILDING SIGN ELEVATIONS & DATA
AS-11 BUILDING SIGN ELEVATIONS & DATA
AS-12 BUILDING SIGN ELEVATIONS & DATA
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
5/29/02 6/19/02 7/15/02
7/24/02
7/24/02
7/24/02
7/24/02
7/31/02
7/31/02
7/31/02
7/31/02
7/24/02
7/24/02
7/24/02
7/24/02
7/24/02
7/31/02
8/15/02
8/15/02
8/15/02
8/15/02
8/15/02
9/18/02
9/18/02
9/18/02
8/23/02
8/23/02
290'-0"
28'-8"
40'.10"
37'-1"
66'.0"
37'.1"
44'-4" 28'.8"
1
9
b
<;t,
'f
SIGN AREA@0,91%:
69,0 SQ, FT.
~ ~
N
N
J+-'l-'"~ '
, , ~', ~: '; :
'," t',/;t
. . .'
":.). :~'::/'
:: C .,. .;;rC".cC"--;~ _. '.,.,
CD 00
RETAIL A a) 73'.2"
" \ IU'
CD @G)
RETAIL B(a) " 140'.2"
RETAIL C 76'.8"
cD @"
@
1
B Id 7 8 9 N th EI t" TOTAILFACADEAREA:8229,31SQ,FT,
ui ings , , - or eva Ion TOTALSIGNAREA:351~13SQ~FT,-;-'4'~4%
20'-0"
312'.4"
20'.0'
RETAIL S CA
'C"'-7_~~'~=~'_-. ,.. ~ 2.4'.-0:-.~ . slg"~.~BEA.
~., ., _.Ph_ hM,OOSQ:F
! . '.-" "" ~ ;.. I '~.
____.L -\-~:t rnli6.~~~JID@1
\
24'.8"
20'.0"
20'.0"
20'.0"
20'.0"
20'-0"
20'-0"
20'-0"
20'.0"
cD
RETAIL D
RETAIL I
cD
RETAIL M
RETAIL F
RE TAIL H
2 Buildings 7,8,9 - West Elevation
TOTAL FACADE AREA: L,l()_~,g]_~Q.EI
TOTAL SIGN AREA: 3.8.f,.Q)iQ, PI. ==. Q,33%
288'-8"
121'.8"
t
72'-6"
76'.0"
18'-6"
1:
!<
"
9
<:n
N
CD
, ,
, '
(jj/
Buildings 7,8,9, - South Elevation
TOTAL FACADE AREA: 6,982,~~ SQ, FT,
TOTAL SIGN AREA: 190,Q.SQ, FL== 2]2%
245'-4"
34'.0"
33'-4"
74'.1"
20'.3"
20'.0"
{
-A" RETAIL S CAP(b): 66'.0"
"' SIGN AREA @329%:
F~~Q~(UI~2:7~~
j 3-6t {Crnll~mOOl
20'-0"
20'-0"
20'-0"
17'.4"
i
SIGN AREA @Oj4%:
22,0 Q, FT, TY~.
6,W.lO I N Q.~?..J..e~_~_.,gQUJ-'j_E_lEV All O~
RETAIL S
BUILDING FACADE AREA: 76'-0" X 22'-2" = 1,684.92 SQ. FT.
SIGN AREA ALLOWED: 1,684.92 X 6% = 101.10 SQ. FT.
SIGN AREA SHOWN: 95.0 SQ. FT. = 5.64% (1.36% OF
OVERALL FACADE)
RETAIL T
BUILDING FACADE AREA: 72'-6" X 22'-2" = 1,607,33 SQ,FT.
SIGN AREA ALLOWED: 1,607.33 X 6% = 96.44 SQ. FT.
SIGN AREA SHOWN: 95.0 SQ. FT. = 5.91% (1.36% OF
OVERALL FACADE)
9
o
<;t
't I ./
\ I' "
cD
''CD
RETAIL AS
~
RETAIL X
BUILDINGS 7 ~,9 - EAST ELEVATION
TOTAL FACADE AREA: 6.460,31 SQ. FT,
TOTAL SIGN AREA: 2.a~.Q_g.,_~Q,_.EI._,=-:L~Q~~
RETAIL U
BUILDING FACADE AREA: 20'.3" X 22'-2" = 448.94 SQ.FT.
SIGN AREA ALLOWED: 448.94 X 6% = 26,94 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ, FT. = 5.78% (0.40% OF
RETAIL v-z OVERALL FACADE)
BUILDING FACADE AREA: 20'.0" X 22'.2" = 443.4 SQ,FT.
SIGN AREA ALLOWED: 443.4 X 6% = 26.6 SQ. FT.
SIGN AREA SHOWN: 26.01 SQ. FT. = 5.87% (0.40% OF
OVERALL FACADE)
RETAIL B CAP (Q)
AREA AC INCLUDED: 74'.1" X 26'-4" = 1,948.42 SQ. FT.
FACADE AREA OF CAP: 67'-3" X 9'-0" = 605.25 SQ.FT.
TOTAL FACADE AREA: 2,553.67 SQ. FT.
SIGN AREA ALLOWED: 2,553.67 X 6% = 153,22 SQ. FT.
SIGN AREA SHOWN: 84.0 SQ. FT. = 3,29% (1.30% OF
OVERALL FACADE)
4 Buildings 7,8,9 - East Elevation
SIGNAGE DATA
flU t~j,1jN G~ZJ1,.9._=-Wl;.ST .t;bEV AIJ.QN
RETAIL"..Q
BUILDING FACADE AREA: (29'-6" X 33'-4")+(14'-4" X 23'-8")
= 1,300.94 SQ.FT.
SIGN AREA ALLOWED: 1,300.94 X 6% = 78.06 SQ. FT.
SIGN AREA SHOWN: '26,0 SQ. FT. = 2.00% (0.36% OF
OVERALL FACADE)
RETAIj".f-Q
BUILDING FACADE AREA: 20'-0" X 22'.2" = 443.4 SQ.FT.
SIGN AREA ALLOWED: 443.4 X 6% = 26.60 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT = 5.86% (0.36% OF
OVERALL FACADE)
R~I81L E
FACADE AREA 1: 14'-4" X 22'-2" = 317.70 SQ.FT.
SIGN AREA ALLOWED: 317.70 X 6% = 19.06 SQ. FT.
SIGN AREA SHOWN: 18.0 SQ. FT. = 5.67% (0,25 % OF
OVERALL FACADE)
RETAIL R
FACADE AREA 1: 24'.8" X 22'-2" = 546.93 SQ,FT.
SIGN AREA ALLOWED: 546.93 X 6% = 32.82 SQ. FT.
SIGN AREA SHOWN: 26,0 SQ. FT. = 4.75% (0.36 % OF
OVERALL FACADE)
BETAlLA~
BUILDING FACADE AREA: 33'.4" X 29'.6" = 986,24 SQ,FT.
SIGN AREA ALLOWED: 983.24 X 6% = 58.99 SQ. FT.
SIGN AREA SHOWN: 26.0 SQ. FT, = 2.64% (0.40% OF
OVERALL FACADE)
MATERIALS LEGEND
"
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: 7:
BUILDINGS 7.8.9 - NORTH ELEVATION
RETAIL A(a}
BUILDING FACADE AREA: (29'-6" X 33'-4") + (40'-10" X 22'-2") =
983,24 + 905.20 = 1,888.44 SQ.FT.
SIGN AREA ALLOWED: 1,888.44 X 6% = 133.3 SQ. FT.
SIGN AREA SHOWN: 69.0 SQ. FT. = 3.94% (0.84% OF
OVERALL FACADE)
RETAIl..6W}
BUILDING FACADE AREA: (140'-2" X 26'-8") + (9'.0" X 67'-3")
= 4,374.89 SQ.FT.
SIGN AREA ALLOWED: 4,374.89 X 6% = 262.49 SQ. FT.
SIGN AREA SHOWN: 219.13 SQ. FT. = 5.01% (2,66% OF
OVERALL FACADE)
RETAIL C
BUILDING FACADE AREA: (44'-4" X 22'-2") + (33'-4" X 29'-6") =
982.80 + 983,24 = 1,966.04 SQ.FT.
SIGN AREA ALLOWED: 1,966.04 X 6% = 117.96 SQ. FT.
SIGN AREA SHOWN: 69.0 SQ. FT. = 3,51% (0.84% OF
OVERALL FACADE)
SMOOTH AND/OR TEXTURED CMU
SMOOTH AND/OR TEXTURED STUCCO
(E.I.F,S. OR CEMENTITIOUS STUCCO)
PRE FINISHED METAL LIGHT FIXTURE
(SURFACE MOUNTED)
PRE FINISHED METAL CANOPY/AWNING
TILE AND/OR STUCCO ACCENT
MEDALLIONS
E.I.F.S. CORNICE DETAIL
PRE FINISHED STANDING SEAM
METAL ROOFING
TINTED STOREFRONT GLASS
DECORATIVE TILE/STONE VENEER
PAINTED METAL PERSONNEL!
OVERHEAD DOORS
VINYL COATED CHAIN LINK FABRIC
AND SHADE CLOTH (60-70% OPACITY)
BEHIND TUBE STEEL FRAME
PRE FINISHED METAL GUTTERS AND
DOWNSPOUTS
B_E;.IMhM
BUILDING FACADE AREA: 17'-4" X 22'-2" = 384.21 SQ,FT.
SIGN AREA ALLOWED: 384.21 X 6% = 23.05 SQ. FT.
SIGN AREA SHOWN: 22.0 SQ. FT. = 5.73% (0.34% OF
OVERALL FACADE)
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GENERAL NOTES:
1. ALL TENANT SIGNS SHALL BE SUBJECT
TO REVIEW AND FINAL APPROVAL BY THE
OWNER AND THE CITY OF CLEARWATER.
FINAL SHOP FABRICATION PLANS SHALL
BE SUBMITTED SEPARATELY TO THE CITY
FOR SIGNAGE PERMIT REVIEW & APPROVAL.
2. ALL TENANT SIGN MATERIALS SHALL BE
INDIVIDUAL ALUMINUM (COPY/TEXT) LETTERS,
ACRYLIC FACES. ALL SIGNS SHALL BE
INTERNALLY ILLUMINATED WITH EITHER
NEON OR L.E.D. (TO BE DETERMINED).
3. THE ILLUMINATED AREAS OF ALL SIGNS
SHALL BE THE TRANSLUCENT ACRYLIC
SIGN FACE PORTION OF THE SIGN LETTERS.
4. ALL LOCAL TENANTS (EXCLUDING CHAIN STORES)
SHALL ONLY INSTALL THOSE SIGNS THAT MEET
THE FOLLOWING CRITERIA:
a. ALLOWED COLORS SHALL BE
- RED -"~~
. GREEN
- WHITE
- BLUE
- BLACK
. ORANGE
b. ALL SIGNS SHALL BE COMPRISED OF INDIVIDUAL
LETTERS (NO CABINET SIGNS SHALL BE
PERMITTED)
Exterior Elevations
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COGCOLOBA WIFERA
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PLANT MATERIAL LIST
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SPECIFICATIONS
CABBAGE PAU1 H/BOOTS
LIVE OAK
LIVE OAK
SOUTHERN f1AGNOL IA
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C{'-!5' CT HEIGHTS, STAGGERED
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ill' HT X 5' SPa, 2" CAL, BO GALLON
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t';' HT X b' SPOil MULTI-STEM, 30 GALLON ·
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PREPARED FOR.
ANDERSON-LESNIAK ASS()CIATES LTD" INC~
LANDSCAPE ARCJilTECTS · LAND PLANNERS · URBAN DESIGN
432G EL PRADO BLVD., SUITE I, TAMPA, FLORIDA 33G29
(8 I 3) 83 I -9595 FAX 83 I -5485 andlesla@gte.net
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LIVE OAK - 4.0 X 6" = 216"
LIVE OAK - 280 X 2". = 500"
MAGNOLlA- 88 X 2" :::: 116"
WINGED ELM - c{2 X 2" :::: 184"
'(AUPON HOLL'( - 34 X 2" :::: 08"
HAX MYRTLE - -10 X 2 " :::: 140"
CRAPE MYRTLE - 80' X 2" :: 160"
SEA GRAPE - 03 X 2" :: 12b"
"fREE REQUIREMENTS
PERIMETER TREES - 113 TREES
iNTERIOR TREES - 500 TREES
TOTAL CODE TREES REQUIRED (,13 TREES
~'
3 GAL
REPLACEMENT INCHES REQUIRED = 5,135"
5,135 - 1,~51 :::: 3,1'18" DEFIGIT
CITY TREE BANK: 31'18>" X $42.00 = $!58,610
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3 - 2" X 2" STAKES DRIVEN INTO
GROUND AT AN ANGLE, THEN TIGHTENED
TO VERTICAL POSITION, i:?1 MINIMUM
LENGTH, STAKES AT 120 DEGREE ANGLE
TREE PRUNING c; PROTECTION NOTES
I
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ARBOR TI E CONNECTIONS OR 12 GAUGE
WIRE WITH 3/4" PLASTIC HOSE TO
PROTECT TRUNK
CROWN Of ROOTBALL SHALL BE
INSTALLED LEVEL WITH FINISH GRADE
3" MINIMUM MULCH LAYER
DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL
TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS,
SOLVENTS, MACHINER'f OR CONSTRUCTION MATERIAL Of AN'f KIND WITHIN THE
DRIPLlNE Of A TREE TO REMAIN.
I
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BEFORE CONSTRUC.TION STARTS, ALL PROTECTED TREES SHALL BE PRUNED AS FOLLOWS:
PRUNE TREES TO 12' CLEAR TRUNK HEIGHT, REMOVE ANY DEAD OR DISEASED TRUNKS OR
BRANCHES, AND REMOVE v-lEAK OR CROSSED BRANCHES. ALL CUTS SHALL BE MADE
SUfFICIENTL'f CLOSE TO THE TRUNK OR PARENT LIMB, WITHOUT CUTTING INTO THE BRANCH
COLLAR OR LEAVING A PROTRUDING S11)B, SO THAT CLOSURE CAN READIL'f START.
ALL TRIMl'-1INe SHALL BE DONE B'f A QUALIFIED TREE SURGEON.
'L=
6
Me
t-10UND TO FORM SAUCER
BACKF I LL MI XTURE
50% LANDSCAPE MIX
50% NATIVE SOIL (EXISTING Sf.JIL)
EXISTING SUBGRADE
EXOTIC PEST PLANT REMOVAL
ALL INVASIVE EXOTIC SPECIES SVCH AS BRAZILlA~~ PEPPER, CHINESE TALLOH, AND PUNK
TREES, MUST BE REMOVED fROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE
CUT fLUSH WITH fiNISH GRADE. RESULTING STUMPS SHALL BE REMOVED FROM THE
SITE OR TREATED WITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT
CUT STUMPS HITH GARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM
LAYER AS PER MANUFACTURER1S INSTRUCTIONS, AT THE RECOMMENDED STRENGTH TO
PREVENT RE-GROHTH. APPLY HERBICIDE IMMEDIATELY AfTER TRUNKS ARE
CUT TO PREVENT SAP FROM SEALING HOUNDS. REMOVE ALL HATER MATERIALS
PRODUCED BY THIS HORK FROM THE SITE AND DISPOSE Of THEM IN A LEGAL MANNER.
ALL ROOTS TO BE REMOVED DURING THE SITE CLEARING PHASE SHALL BE SEVERED CLEAN
AT THE PERlt-1ETER Of THE DESIGNATED PROTECTED RADIUS. A 2" LAYER Of MULCH SHALL
BE IMMEDIATEL'f APPLIED OVER THE SURfACE Of EXPOSED ROOTS OF PROTECTED TREES.
A SOIL AU6-ER WILL BE USED TO BORE UNDER ROOT S'fSTEMS WHEN UTILITIES ARE TO BE
INSTALLED WITHIN 10' Of A PROTECTED TREE.
PROTEC TIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES AND GRAND
TREES DURING SITE CLEARING, AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION,
SITE CLEARING AND CONSTRUCTION ACTIVITIES ARE COMPLETE (SEE PROTECTIVE TREE
BARRICADE DETAIL).
MULTI-STEM TREE STAKING DETAIL
CONTAAc.TOR SHALL REMOVE STAKES AND GiVYS AFTER ONE GRO~INe
5EASON. 0
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FOR CABBAGE PALM 1~6TALLATION:
TRIM ALL Of fRONDS AT TIME
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RETAIN ALL OOOTS ON TRUNK
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ARBOR TIE CONNECTIONS OR 12 GAUGE
HIRE HITH 3/4" PLASTIC HOSE TO
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CROWN Of ROOTBALL SHALL BE
INSTALLED LEVEL WITH fiNISH GRADE
3" MINIMUM MULCH LA'fER
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REMOVE DEAD AND INJURED
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20 LAYERS BURLAP PAD AT
SUPPORT CONTACT - NO
NAILS IN TREE WOOD
EXISTING SOIL
~IRE TIE
- 1/ - 2X - - I -
,-1 v IX v %
/I /!
SHRUB PLANTIN6 DETAIL
2" X 4" BRACE (P.T)
SPACE THREE AT 120 TYPICAL
3 - 2" X 2" STAKES DRIVEN INTO
GROUND AT AN ANGLE, THEN TIGHTENED
TO VERTICAL POSITION, 8' MINIMUM
LENGTH, STAKES AT 120 DEGREE ANGLE:
2" x 4' STAKE (P.T)
THREE FEET LONG
~~
4" MIN. SAUCER RIM
fiNISH GRADE -=1
3" MINIMUM MULCH
ROOTBALL, 18" MINIMUM
RADIUS FROM TRUNK
v1ASHED-1 N AND TAMPED
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BACK.FILL MIXTURE
50% LANDSCAPE MIX
50% ~iATIVE SOIL (EXISTING SOIL)
EXISTING SUBGRADE
EXISTING S1lJBG-RADE
GROUND COVER SPACING DETAIL
PALM STAKING AND PLANTING DETAIL
CONTRAc TOR SHALL REMOVE STAKES AND ell,..S AfTER ONE GRO~INe
SEASON.
CON1'RAG TOR SHALL REMOVE STAKES AND euYS AFTER ONE GRO~INe
SEASON.
PREPARED FOR.
SHEET DESCRIPTION.
ANDERSON-LESNIAK ASSOCIATES LTD., INC,
LANDSCAPE ARCHITECTS'" LAND PLANNERS" URBAN DESIGN
432G EL PRADO BLVD., SUITE I, TAMPA, FLORIDA 33G29
(813) 83 '-9595 FAX 83 1-5485 andlesla@gte.net
IRRIGATION NOTE
ALL NEH LANDSCAPE WILL BE IRRIGATED USING AN AUTOMATIC UNDERGROUND
SYSTEM HITH 100% COVERAGE. RAIN CHECK HILL BE CONNECTED TO CONTROLLER
AS PER STATE REQUIREMENTS. SYSTEM SHALL BE SET TO CONFORM TO LOCAL
HATER RESTRICTIONS. HATER SOURCE WILL BE A RECLAIM HATER METER.
IRRIGATION SYSTEM HILL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY
IMPERVIOUS SURfACE, SUCH AS SIDEHALKS AND PAVED AREAS.
LANDSCAPE INSTALLATION NO"'rES
ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, GRADES
AND STANDARDS FOR NURSERY PLANTS, FEBRUAR'( 1'1'18 EDITION, PUBLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTlJRE AND CONSUMER SERVICES.
LOCATION Of PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE
ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE
ANY DISCREPANCY BET~EEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROHTH OF LANDSCAPE MATERIAL
BEfORE INSTALLATION BEGINS.
THE CONTRACTOR SHALL ENSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER HASTE MATERIALS TO A DEPTH
Of 2411 PRIOR TO LANDSCAPE INSTALLATION.
ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE
AND THEN TOP-DRESSED HITH 3" DEEP PINE BARK NUGGETS.
TREE RINGS SHALL BE MINIMUM 24" RADIUS, ALL TREES AND PALMS SHALL BE STAKED.
ALL DISnJRBED AREAS SHALL BE COVERED WITH ST. AUGUSTINE FLORATAM SOD. CONTRACTOR SHALL
DETERMINE EXACT QUANTITiES IN THE FIELD. SOD AREAS SHALL BE MAINTAINED BY THE
CONTRACTOR FROM THE TIME Of INSTALLATION TO THE TIME Of FINAL ACCEPTANCE.
TREES, SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PLANTING
SOIL MIX. PLANT PITS SHALL BE THICE THE DIAMETER OF THE PLANT ROOT BALL.
ONE PART HilLARY PEAT PLANTING MIX OR APPROVED EQUAL
ONE PART NATIVE SOIL (EXISTING SOIL)
ADD AGRIFORM FERTiliZER TABLETS TO EACH PLANT PIT
.. SEA GRAPE AND HoAX MYRTLE SHALL HAVE FOliAGE TO THE GROUND.
REQUIRED PROTECTIVE BARRIER
HHY A BARRIER?
I. TO PROTECT ALL THE ABOVE GROUND PROTIONS Of THE TREE FROM MECHNICAL DAMAGE.
2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE.
3. TO PROVIDE PH'fSICAL AND MENTAL AWARENESS Of TREE'S PRESENCE TO EQUIPMENT
OPERATORS AND CONTRACTORS TO MAKE IT WORK
I. PLANT NO HEAV( EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR
2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
B'f OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANCE FOR SURVIVAL IS GREATL'f IMPROVEDl
SPECIFICATIONS Of INSTALLING A BARRIER
I. MINIMUM RADIUS TO BE PROTECTED SHALL BE 2/3 Of THE DRIPLlNE OR 6', WHICHEVER IS GREATER.
2. METHOD Of ERECTION (SEE DIAGRAM)
A. MINIMUM HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2'1 X 2" LUMBER.
B. UPRIGHTS SHOULD HAVE HORIZONTAL WOOD AT THE TOP AND 12" BELOH THE TOP.
C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' - 5' INTERVALS.
D. HORIZONTAL MEMBERS Of NO LESS THAT I" X 2" LUMBER.
BEFORE PERM IT
I. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. THIS IYfUST
BE DONE BEFORE CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED.
2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION AREA DONE AND
HEAVf EQUIPMENT IS OUT Of THE AREA.
3. TREES 4" DSH AND GREATER THAT ARE LOCATED WITHIN 10' Of THE LOT UNDER CONSTRUCTION
SHALL ALSO BE PROTECTED BY A BARRICADE.
~ A.
/.~ ~ ~ ~~~ B.
~~~~~~~ .~'=~:
~ ~ J~~~~-/ d~
:~~~^);~ I
I I -- I~ I
I I"X21' IAIOOD dARRIER
I I I! 'I
I.e. I I
i ! I
U Li
I v ~ I
: f--- 2/3 DRI PLI NE ----i :
FULL DRIPLiNE
HARD~OOD5
3' X 2" X 2"
12"
4' - 5'
I" X 2"
SYMBOL LEGEND
QUANTITY
NOF~TH
SPECIES
PROTECTI VE
TREE
BARRICADE
~~
EXISTING TREE
TO BE REMOVED
4~O ~o f ~80
, , -_.~-'
,~ -- '- -....
SCALE 1" = 40' - 0"
JOB NO,
THE SEMBLER COMPANY
CLEARW A TEA MALL REDEVELOPMENT
F,B. a ps. LA-6
5858 CENTRAL AVENUE
ST. PETERSBURG. FLORIDA 3370-'
PHONE, (727) 384-6000
LANDSCAPE PLAN
01155
SHT,
DATE.
NO,
APPD 12/27/01 6
3Y OF
D~TE
REV:SiONS
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I I I' I 53' ;1 L I kT4 / / II L::37. . OR BOOK 4131 PAGE 507
I: 'I }- J . C. ,...-- I./' / &)''1l.~ "'-
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I 1.- IUI)I" LEGEND
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EXISTING 36" WM
(TO BE RELOCATED)
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Area
N
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'0'
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@
~
111111
~
B
TRASH COMPACTOR AND CONTAINER
EXISllNG SIGNAUZED INTERSECTION
ALL PARKING INDICA TED WITH CIRCLE ARE g' (w)
WITH THE EXCEPTION OF HANDICAPPED PARKING STALLS.
ALL PARKING INDICA TED WITH SQUARE ARE 10' (w)
WITH THE EXCEPTION OF HANDICAPPED PARKING STALLS.
SHOPPING CART CORRAL
a
-:
~
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E
~
~
o
o 50 100 200
r-~~--I
(
12'X16' DUMPSTER PAD LOCATION
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MINIMUM AISLE WIDTHS ARE 24'
)
~
(
11111111I111111
INTRASlTE PEDESTRIAN WALKWAYS
1/ '\
DESIGHEJ)
Tl1E SlGNATVRE OIF Tl1E: 0UAUlY
CONTROl. 0I'flCER IN ml IPI\U
INDlCATEI TltAT ALL REOUIR[O
PERMITI HAVE: BEEN OIITAINEO
AND THAT CONSTRUCTION II
AUTHORIZU TO COMMUCE.
~"'" l;...~, .
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SHEET DESCRIPTION.
PREPARED FOR.
/~
6~
CLEARWATER MALL REDEVELOPMENT
SITE PLAN 6.28
CLEARWAllrER MAl.L, LLC
,C/O -rHE SEMBLER COMPANY
OC I JD
FLORJDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENT ALJSTS. SURVEYORS 8 PLANNERS
r~
V"
5858 CENTRAL AVENUE
ST. PETERSBURG, FL 33707
Tel. (727) 384-6000 - Fox. (727)345-4937
DRAWN
KC I ROH
CHECl<EO
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - FalC. (727)724-8606
EM
~,~
E,a, No, 7421
BIG BOX RETAIL
A. FETAL
MAIN R..OOR
GAFDEN ~
TOTAL ·
a RETAL
~ R..COR
GAFDEN ~
TOTAL ·
C, RETAL
BIG BOX FeTAL TOTALS ·
VILLAGE RETAIL
1 RE'rAL
2 FETAL
3 RETAL
4 Rei AL
5 PETAL
a ACT AL
7 AETAL
8 REf AL
9 AETAL
10 RETAL
11 FETAL
12 FETAL
13 FETAL
14 FETAL
15 FETAL
16 RETAL
17 RETAL
VLLAGE FETAL TOTALS ·
EXJ8TINQ (BANK)
OUTPARCELS
d BA"l<
8. IiE8TA~'o
f, FESTA~Nr
OUTPAACB. FETAL TOTAL ·
TOTALS ·
Site
ZONING DISTRICT
EXISTING
C (67.478 Acs)
o (5.012 Acs.)
USE
Commercial
lOT AREA (Acs.)
(Sq, Ft.)
lOT WIDTH
IMPERMEABLE
SURFACE RAllO
72.49 Acs.
3,157,664
N/A
0.86
BUilDINGS (S.F.)
F.A.R.
SETBACKS (Buildings)
Front
Side
Rear
926,102 Sq. Ft.
F.A.R.= .32
N/A
N/A
N/A
SETBACKS (Other Structures)
Front N/ A
Side N/A
Rear N/A
H EI GHT
35 Ft.
PAVED VEHICULAR
USE AREAS, VUA
PARKING lOT INTERIOR
lANDSCAPING
(Sf. & % of paved
vehicular use area)
46.76 Acs.
2,036,866
N/A
PARKING
TOTAL
RAllO
H /C SPACES
4027 spa
4.35
UNK.
AREA
(SF,)
PARKING
PROVIDED
PARKiNG
PEA \000 SF.
5,11
4.62
5.08
5.10
4.81
REQUIRED.
N/A
Minimum Lot Size
3500 - 10.000 SF
35 - 100 Ft.
ISR .95
F.A.R. .55
25 Ft.
0-10 Ft.
10-20 Ft.
25 Ft.
0-10 Ft.
10-20 Ft.
25-35 Ft.
N/A
J'r""''-~",',''--r,~-(i,:-,:,:-''T, ~",'" '~, p~, ~;"TV4,.-"'. ~ A,,'"~\
I [ll L_CO '.! ," J,' II!
12% of .IJ'-'~:-_.".-"18',774'S~ ,! .
22,529 SF! in 0 . ! : II i.
! J l', ! 'j,
- , ! ,_J
3800 ",'...--..""...'..-....-, .,,',...;%,,178-39, 7, '1; s, a
rJ! ^.'" .','""u,, ',' "~!""",
4.81 ,--U-,,\ r ./; (,{'4-5/1 oQa ,--
85 .=,."~~- 50-- (20-F 1/1 00- OVEF 1000)
2 4/5/02
1 3/29/02
Mise REVISIONS PER CLIENT
ADDED PSTA BUS STOP AND DUMPSTER LOCA~ONS
174,656
11,407
186,062
892
140,784
36,402
fn,186
651
· Based on Flexible Standard Development criteria, level 1
NO.
DATE
138,565
501,813
703
30,187
10,000
5,100
2,941
12.200
25,064
7,700
38,556
15,031
9,591
24,102
12,008 '
24.342
18,009
6,500
12,000
9,251
264,462
1.350
7,121
23
3,a.~ 1,
6,575
6,575
17,014
34
84
86
204
790,410
3,800
Data
PROPOSED
C !67.478 Acs)
o 3.741 Acs)
I 1.271 Acs.)
Commercial
Institutional (1.271 Acs.)
73.76 Acs.
3,212,986
185.50 (Min.)
0.86
790,410 Sq, Ft.
F.A.R.= .27
25 Ft.
o Ft.
10 Ft,
15 Ft.
o Ft.
10 Ft.
35 Ft.
43.10 Acs.
1,877,436
REVISIONS
JOB NO.
220-07
F.8. a 1'6.
N/A
SHT.
DATE,
APP'O 4/5/02 Of'
BY
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SEE. SHEET .13
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18" RCP
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MA TCHLlNE
SEE SHEET 13
t
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234 LF'
. 24" RCP '.
S ::s 0.11%'~
1-11 IIJ
lll1tll
65 LF
15" RCP
S = 0.31%
I lIT I
~-t-+-~
I I I I I
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128 LF
30" RCP
S = 0,16%
I'
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STRAIGHT CURB
CITY INDEX 101
r I (tfp~
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-
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140 LF
18" RCP "-
S = 0,18% '\
I
11251
122 LF
15" PVC
S = 0,16% 6 LF
4" PVC ROOF DRAIN
IE = 34.20
,./
CD
0:
13
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4" PVC ROOF DRAIN
5 LF IE = 34.20
4" PVC ROOF DRAIN
IE = 34.20
-
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14.57 ACRES
Tl
9 LF
4" PVC ROOF DRAIN
IE = 34.20
-,
74 LF
6" PVC ~OOF DRAIN
IE = 34.20 (TYP)
219 LF
18" RC? .....r'
S = 0.14%
It-+- ~~
I I I I
24 LF
15" PVC
S = 0.83%
c.
TRENCH GRATE
GRATE = 33,00
11281
F,F.=37.20
21 LF
6" PVC ROOF DRAIN
IE = 34.20 (TYP)
164 LF
15" PVC
S = 0,18%
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168 LF
18" PVC
S = 0,15%
5 LF
6" PVC ROOF DRAIN
IE = "34.20 (TYP)
T.S,
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24" RCP
S = 0,26%
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SHEET DESCRIPTION.
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CLEARWATER MALL REDEVELOPMENT
PAVING. GRADING AND DRAINAGE PLAN
E.B. No. 7421
CLEARWATER MALL, LLC
C/O THE,SEMBLER COMPANY
5858 CENTRAL AVENUE
ST. PETERSBURG, FL 33707
Tel. (727) 384-6000 - Fax. (727)345-4937
PREPARED FOR.
THE IlMATURf 0If THe: QUAUfY
COfmlOL OfflCER IN THIS ~
INDICATES THAT AU. REQUIR[D
PERMITS HAVE 8UN 08TAIIIED
""D T,HAT COIIITRUCTlO" "
AUTHORIZED TO COIIII["C[.
FLORIDA DESIGN CONSUL T AN-rS, INC.
. ENGINEERS, ENVIRONMENTALISTS, ,SURVEYORS 8 PLANNERS '
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
- PROPOSED DRAINAGE BOUNDARY
.. EXISllNG STORM SEWER
- PROPOSED STORM SEWER
.. PROPOSED DITCH BOTTOM INLET
TYPE G UNLESS 01llERWlSE INDICA TED )
(LARGER BOX MAY BE NEEDED TO ACCOMMODATE PIPE SIZE
.. PROPOSED CURB INLET
.. PROPOSED STORM MANHOlE
.. PROPOSED STORM STRUCnJRE NUMBER
- PROPOSED SPOT ELEVAll0N
LEGEND
-
-
....... -
.... ---
.
80
II
.
1329/
,
.. EXISllNG SPOT ELEVAll0N
S'V\I .. PROPOSED DRAINAGE BASIN
/
/1
/
/
/ aa
3 'YfF EI
190 LF
36" RCP
S = 0.11%
1"4""471 TYPE G INlET
~ W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE :a 36.03
IE :a 29.20 (N) (24- RCP)
IE .. 27,10 (E) (30- RCP)
IE - 26.60 (w) (36- RCP)
11181 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 36.17
IE .. 27.30 (E) (30- RCP)
IE .. 27.30 (w) (30- RCP)
r;;g1 TYPE G INLET
~ W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 36.67
IE - 27.50 (E) (30- RCP)
IE .. 27.50 (w) (30- RCP)
11201 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.81
IE .. 27.85 (N) (15- RCP)
IE .. 29.90 (S) (18- PVC)
IE .. 27.70 (W) (30- RCP)
11211 TYPE G INLET
WjTY?E J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 34.19
IE .. 28.05 (S) (15- RCP)
(;>0
.;::
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q} Q ~
~ /ZJ~O
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(j "IU /ZJ
CLEAN ~o r;
1 CI~ ~ 221
Ie::..___~: 0
~.oQ,
~ ~AN OUT
~ INDEX 221
IE .. 27.20
E G INLET
W;:tYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 36.50
IE :a 29.45 (Sw) (30- RCP)
IE .. 29.95 (NW) (24- RCP)
IE - 28.95 (NE) (36- RCP)
14651 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE :a 35.85
IE .. 29.65 (SW) (30- RCP)
IE .. 29.65 (NE) (30- RCP)
TYPE G INLET
W/TYPE J aoTTOM .
mOT INDEX 233 & 200
GRATE .. 35.89 IE _ 29.25
IE :a 29.85 (NE) (30- RCP), STORM MANHOlE
11251
J7;i"Q1 EXlSl1NG GRATE INLET (REMOVE, TOP) CITY INDEX 202
~ REPLACE WITH MANHOlE TOP RIM - 36. n _
CITY INDEX 202 IE - 30.05 (N) (15_ PVC)
RIM :a 37.95 IE .. 30.05 (E) (15_ PVC)
IE .. 30.16 (Nw) (EXIST 24- RCP) IE _ 30.05 (W) (15 PVC)
IE .. 30.16 (SE) (24- RCP) ~ aLAN OUT
~
TYPE G INLET OTY INDEX 221
14691 W/TYPE J BOTTOM IE .. 30.25
FOOT INDEX 233 & 200 r.;:;:;1 aLAN OUT
GRATE.. 39.38 I.!nJ CITY INDEX 221
IE. - 33.75 (N) (24- RCP)) IE _ 30.25
IE - 33.75 (SE) (EXIST 24- RCP
~ STORM MANHOlE
~ OTY INDEX 202
RIM - 36.58
IE - 29.25 (N) (15- PVC)
IE - 29.25 (E) (15- PVC)
IE .. 29.00 (S) (18- PVC)
IE "'" 29.00 (w) (18- PVC)
~ ClEAN OUT
~ OTY INDEX 221
IE - 29.45
~ CLEAN OUT
I1M:J CITY INDEX 221
NO.
OAT!
REVlSiONI
REMOVE EXlSl1NG
GRATE INLET TOP
AND REPLACE
WITH STORM WATER
MANHOlE TOP
5,6 100 EXlSl1NG STORM MH
RIM~--3?~
~ iv- 29.24 (S}~ST 6- CLAY)
~~ 22.51 (Sl (EXt&J: 66- RCP)
IE ~22.57 P~) c(E~~f(~6- RCP)
IE - 2~ rf (E) (~O"k~OI'
WV, ~~ ~ /0
1Il~1 iT 0 ,0 ")
11011 TYPE G In . It<>,.. (1),..
W/TYPE J bTTOM "'11/.
FOOT 233 & 200 OS'
GRA ~..; . .63
IE ... 2'.t-~ (E) (30- RCP)
IE - 24.90 (w) (30- RCP)
11021 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE ,. 35.63
IE .. 25.10 (E) (19-)(30- ERCP)
IE - 25,'0 (W) (30- RCP)
11031 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.63
IE - 25,72 (E) (24- RCP) )
IE - 25.30 (w) (19-)(30- ERCP
11041 TYPE G INLET '
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE.. 36~53
IE - 25.95 (E) (24- RCP)
IE - 25.95 (w) (24- RCP)
11051 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 a: 200
GRATE .. 36.59
IE ... 26.90 (N) (15- PVC)
IE - 26.90 (NE) (24- RCP)
IE - 26.15 (W) (24- RCP)
11061 TYPE G INLET
W /TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.13
IE .. 27.15 (NE) (24- RCP)
IE ... 27.15 (Sw) (24- RCP)
1107) TYPE G INLET
W /TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.15
IE .. 27.85 (N) (18- RCP)
IE IS 27.35 (Sw) (24- RCP)
11081 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200'
GRATE "'" 36.02
IE .. 28.10 (S) (18- RCP)
11091 TYPE F CURB INLET
OTY INDEX 212
EP - 35.75 _
IE :a 22.63 (N.S) (EXIST 66 RCP)
r;:;Q1 EXlSl1NG GRATE INLET
~ ADJUST TOP
GRATE :a 36.13
IE - 28.80 (E) (18- PVC)
IE ... 26.00 (N) (36- RCP)
IE .. 22.67 (S) (EXIST 66- RCP)
[fill TYPE G INLET
W /TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 36.13
IE .. 26.20 (N) (36- RCP)
IE - 26.20 (S) (36- RCP)
~ TYPE G INLET
~ W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.33
IE - 29.80 (N) (18- RCP)
IE .. 26,40 (E) (36- RCP)
IE - 26.40 (5) (36- RCP)
JOe NO.
220-07
'.8. . PO. 8HT.~
N/A
DATE.
APP1> 3/29/02 O'~O
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! I 1" " IE ..38.2~,. .; "."U!;.)I1~ " I' r,IN~.;,2~:,8c,20("i/:~f ~'i~" 1'INOEX 233 c!c 200 T INDEX 233,a',200
: .......::...fiD., , "'<11.<:1,... , . (" " GRATE . ,~24~hR"'';""~,,,.' ~ ~~,,~CRATE - 38.10 CRAlE .. 38.00:" .. Ii' I,
f. t j,,; ';:,111Jt1WE1GnNtEf'~l :'",~(1';, ~1E.6~WJ ~~RtP) ;~:~: 7~35 (sw) (2.r~RCP}~ IE.' (N~(15.RCP)!,
~: I : :\~';':; Ii.':' W ,\I'90I.~~f, ~1E1- ~, rl~):r ,""':' ~t.'85(N)(3():~RCP)~ IE.. 2 75(SE)'(~ RCP)"
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A (rf. \) '''-.JO.;J\ j4~; 1t1l~~ ~ '~;I ,,}li;l~,"~. ~~,i~~J~;~\~!~ T1INIOEX"233'Ic200-~~~" (
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: 11I11 I' , Jvtt::'~: , " i,. '" It.' ,I' '.i",,:~:'r';~>;~ {f;~~FOOT I 2jj,:,';200"i~,:r~.~ '..43105"('E)'('1iiCP)-~;A;N~ T iN,PP 2J;J'.t: 200
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i I _l:(:i" . IE. 3165 (Nr~8"~~ "~ ~ ,~, ~W'I~L"_i?VIIUM,\ 't :jN~"li, ' , .'
i I I, t',l,~. 29.:! 1..a',ACP'" "r:t"M1', E'O INlET '",'t" .; 'i ,'<<; , t1..JMDEX 233}t>200. :';'" '- -~-_.
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TYPE G UNLESS OTI-iER'MSE INDICATED
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CLEARWATEAMALL, LLC
C/O, THE SEMBLER COMPANY
5858 CENTRAL AVENUE
ST. PETERSBURG, FL 33707
Tel, (727) 384-6000 - Fox. (727)345-4937
CLEARWATER MALL REDEVELOPMENT
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= PROPOSED SPOT ELEVAl10N
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12001 EXISTlNG CRATE INLET S \N = PROPOSED DRAINAGE BASiN
GF~ATE '" 38,30
IE = 31.84 (w) (30" PCP)
iE == 31 86 (E) (30" RCP) - TO BE REMOVED
IE _ 33.05 (E) (24- RCP) AND PLUGGED
12011 ~ I~D~R~1 ~NLET
EP - 41.10
IE - 33.25 (N) (24- RCP)
IE - 33.25 (W) (24- RCP)
~
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LOT 3
502,524 sq. ft.
11.536 acres
v--
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79 LF
15- PVC ROOF DRAIN
IE = 38.85
1
1
I
101 LF
15-, PVC
S = 0.20%
38 LF
15- PVC
S = 0.53%
~~
1
1
I
5LF
10- PVC ROOF DRAIN
IE = 38,35
I
I
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PAV
32 LF 10- PVC
S = 0.63%
168 LF 24- RCP
S = 0,12%
107 LF 15- PVC
5 = 0.19%
14 LF
10- PVC ROOF DRAIN
'IE = 40.25 (TYP)
~'iV'V
7.56 ACRES,
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FOOT INDEX 300
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F.F,=43,10
103 LF
24- RCP
S = 0,19%
135 LF
18- PVC
S = 0,15%
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o-V 36- RCP
0,13%
LOT 2
1,254,476. sq. ft.
28. 7~4;J,95es
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14351 T'1'?E G INLET ; @] TYPE G INLET
W/TYPE J aOTTOlA . W/TYPE J BOTTON
roOT INDEX 233 8c 200 . FOOT INDEX 233 c!e 200
GRATE _ 43.14 GRATE - 39.78
IE; 37.35 (S) (15- RCP) IE - 37.00 (W) (15- RCP)
r
f43Jl TYPE G INLET 14311 TYPE F CURB INLET
W /TYPE J BOTTOM' eriY INDEX 212
FOOT INDEX 233 c!e 200 EP _ 44.66
GRATE - 41.48 IE _ 37.30 (E) (15- RCP)
IE - 36.75 (E) (15- RCP)
IE .. 36.50 (S) (18- RCP)
14301 TYPE F CURB INLET
CllY INDEX 212
EP - 44.66
IE .. 37.10 (W) (15- RCP)
IE .. 37.10 (SE) (15- RCP)
14291 TYPE G INUET
Wj'TYPE JBOTTOM
FOOT INDEX 233 & 200
GRA TE - 4-3.98
'IE" 36.90 (N) (15- RCP)
IE .. 36.90 (NW) (15- RCP)
IE .. 36.65 (E) (18- RCP)
14281 TYPE G INLET
W/TYPE J aOTTON '
FOOT IND~ 233 & 200
GRATE - 42.60
IE .. 36.95 (N) {15- RCP)
IE - 36.40 (W) (18- RCP)
IE - 35.90 (E) (24- RCP)
14271 TYPE G INLET
W /TYPE J BOTTON
FOOT INDEX 233 8c 200
eRA TE - 40.91
IE .. 36.20 (N) (18-, RCP)
IE .. 35.70 (W) (24- RCP)
IE .. 35.20 (E) (30- RCP)
14261 TYPE G INLET
W/TYPE J BOTTON
FOOT INDEX 233 & 200
GRATE - 39.95
IE .. 35.00 (W) (30- RCP)
IE .. 30.10 (S) (30- RCP)
39 LF
18- PVC
S = 0.52%
r436) TYPE G INLET
W(TYPE J SOTTON
FOOT INDEX 233 8c 200
CRATE - 4-4.65
IE - 37.30 (S) (15- RCP)
5 LF
24- PVC
S = 0,71%
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COIfTROl. OFTlCEA IN THIS """E
INDICATES THAT All REOUIREO
PERMITS HAVE 8UN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COIU'ENCE.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
OC I JD
0IlA WN
KC I ROH
ctt[CI((D
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2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox, (727)724-8606
E,B, No, 7421
a:
11"~
12"
~
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PREPARED FOR.
NO.
DATE
REVlSIOHS
SHEET DESCRIPTION,
CLEARW A TEA MALL; LLC
C/O THE SEMBLER COMPANY,
CLEARWATER MALL REDEVELOPMENT
PAVING, GRADING AND DRAINAGE PLAN
5858 CENTRAL AVENUE
ST. PETERSBURG. FL 33707
Tel. (727) 384-6000 - Fox. (727)345-4937
LO
.--
12021 TYPE V GUTTER INLET
CllY INDEX 221
GRA Tt: ,., 38.75
IE .. 33.45 (N) (24- RCP)
IE .. 33.45 (S) (24- RCP)
1203llWE F CURB INLET
CllY INDEX 212
EP .. 41.60
IE OIl 34.40 (E) (15- PVC)
IE .. 33.65 (N) (24- RCP)
IE .. 33.65 (S) (24- RCP)
12041 TYPE F CURB INlET
CITY INDEX 212
EP - 39.+5
IE .. 34.00 (NE) (24- RCP)
IE .. 33.85 (S) (24- RCP)
12051 TYPE G INlET
W /TYPE J BOTTON
FOOT INDEX 233 & 200
GRATE .. 42.25
IE .. 34.75 (E) (18- RCP)
IE - 34.25 (5W) (24- RCP)
1206llWE G INLET
WjTYPE JBOTTOM
FOOT INDEX 233 & 200
CRATE .. 42.17
IE - 35.20 (W) (18- RCP)
~
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w
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1.1J
W
(J)
12071 STORM MANHOLE
CITY INDEX 202
RIM - 42.42
IE .. 36.05 (N) (18- PVC)
IE .. 36.05 (5) (18- PVC)
IE .. 36.05 (W) (18- PVC)
12081 CLEAN OUT
RIM.. 41.71
CllY INDEX 221
IE .. 36.25
!]ill ClEAN OUT
RIM - 42.57
CITY INDEX 221
IE - 34.80
12121 CLEAN OUT
RIM - 41.94
CllY INDEX 221
IE .. 34.80
12101 STORM MANHOlE
CITY INDEX 202
RIM .. 42.59
IE .. 34.60 (N) (15- PVC)
IE .. 35.02 (E) (10- PVC)
IE .. 34.60 (5) (15- PVC)
IE .. 34,60 (W) (15- PVC)
14101 TYPE G INLET
WjTYPE J BOTTOU
FOOT INDEX 233 & 200
CRATE ,. 38.31
IE .. 32.55 (W) (24- RCP)
IE .. 32.05 (N) (30- RCP)
IE .. 32.05 (5) (30- RCP)
[ill] TYPE G INlET
W/TYPE J BOTTOt.t
FDOT INDEX 233 & 200
GRATE.. 38.49
IE - 32.75 (W) (24- RCP)
IE .. 32.25 (S) (30- RCP)
14121 TYPE G INLET
. W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE ,. 38.26
IE - 33.00 (E) (24- RCP)
14211 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 37.99
IE - 32.60 (E) (24- RCP)
~'2"
W
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14241lWE G INlET
. W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 37.89
IE - 29,20 (N) (36- RCP)
IE - 29.20 (SE) (36- RCP)
14251 TYPE G INlET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRA TE .. 39.31
IE = 29.90 (N) (30- RCP)
IE .. 29.40 (S) (36- RCP)
J08 NO.
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13121 ~~f:" X~,,~lET ,
EP5 '88
IE - ,75 (NW) (15- RCP)
IE - 30.75 (E) (15- RCP)
13131 TYPE G INLET
W/TYPE J BOTTOM .
FOOT INDEX 233 c!c 200
GRA~ - 39.50
IE -~.95 (SE) (15- RCP)
13141 lJ:i I~O~R~'I~NLET
EP - 31.04
IE - 26.90 (5) (18- R~) ~ ~
8' lrf 11'
13181 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 c!c 200
CRATE.. 36.917
IE .. 30.20 (NI) (15~ RCP)
IE .. 29.95 (VI) (18- RCP)
13191 n'PE G INLET .
W /TYPE J BOTTOM
FOOT INDEX 233 c!c 200
GRATE. - 36.61
IE - 30.45 (E) (15- RCP)
IE - 30.45 (S) (15- RCP)
13201 TYPE F CURB INlET
CITY INDEX 212
EP .. 35.08
IE .. 30.65 (E) (15- RCP)
IE ... 30.65 (W) (15- RCP)
11 1} FLORIDA DESIGN CONSUL T ANTS, INC.
, ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - FalC. (727)724-8606
J
i
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IIJI1IIl
19 LF
15- RCP
S = 1.05%
5' WALKWAY (TYP)
(SEE LANDSCAPE PLANS
217j
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(
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13071 T1'PE G INlET
W /TYPE J BOTTOU
FOOT INDEX 233 & 200
GRATE - 36.41
IE - 28.85 (NW) (24- RCP)
IE - 25.20 (SE) (29-K45- ERCP)
13081 TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
CRATE ... 36.26
IE - 29.05 (N) (24- RCP)
IE - 29.05 (SE) (24- RCP)
13091 TYPE G INLET
W /TYPE J BOTTOM
FOOT INOEX 233 & 200
CRATE - 36.97
IE - 29.75 (E) (18- RCP)
IE - 29.25 (W) (24- RCP)
IE - 29.25 (S) (24- RCP)
13101 n'PE G INlET
Wjr(PE J B011'()M
FOOT INDEX 233 & 200
GRATE .. 37.51
IE .. 30.00 (N) (18- RCP)
IE - 30.35 (NW) (15- RCP)
IE .. 29.50 (E) (24- RCP)
~ TYPE F CURB INLET
CITY INDEX 212 '
EP ... 38.88
IE - 30.55 (W) (15- RCP)
IE - 30,55 (SE) (15- RCP)
E.B, No, 7421
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STRAIGHT CURB : 8'8'~ 10"1" :40 LF~ I~SL-.t]a ~~'E' h:,' ',:'1
qrrrr, I~DEX 1,01 !~I1. 5~ ...F I r 115- RCP
I i ~1 "lo{T'f) 1 I! I ( rl"5"" RCP"": II IS =2S'0.50%
i i ~ V i I j ,i I, S = 0.40 . i, ~
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S = D.20% r-.=l! ..J;,~. I ; ~l ~-rj"'_ELEVJt\ sco~ OO~ '"''
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(CITY INDEX Il1 "'l ~ii !Yc;" ~ ~ F' If ~",'?,
109) J-1 I " Y ---- \ \~ Ire 1'1 ___________ .........----.....
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F.F.=38,50
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13211 nPE F CURB INlET
CITY INDEX 212
EP - 35.08
IE - 30.85 (W) (15- RCP)
13221 TYPE G INLET
Wjr(PE J BOTTOM
FOOT INDEX 233 c!c 200
GRA TE .. 37.51
IE ... 30.30 (S) (18-. RCP)
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= PROPOSED DRAINAGE BOUNDARY
= EXISTING STORM SEWER
a PROPOSED STORM SEWER
= PROPOSED DITCH BOTTOM INLET
TYPE G UNLESS Oll-iER'MSE INDICA TED
(LARGER BOX MAYBE NEEDED TO ACCOMMOOA TE PIPE SIZE)
= PROPOSED CURB INLET
= ,lROPOSED STORM MANHOLE
=~PROPOSED STORM STRUCTURE NUMBER
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S"" ::a PROPOSED DRAINAGE BASIN
."6"
.5"8'
r
~
CLEARWATER MALL, LLC
C/O ,THE SEMBLER COMPANY
SHEET DESCRIPTION.
JOe NO.
220-07
F,B. . PG-
CLEARWATER MALL REDEVELOPMENT
PAVING. GRADING AND DRAINAGE PLAN
llHT, 15
N/A
5858 CENTRAL AVENUE
ST. PETERSBURG, FL 33707
Tel. (727) 384-6000 - Fox, (727)345-4937
DATE,
30
NO,
3/29/02 OF
DATE
REVISIONS
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LEGEND
3Jqq~~08~~~'O ~ 4.~t\-1 ~~\~~tl' \ \ \ \ \,,---- TUB r/ '
\ 8 \J121 13001 _____r \ y ^ \ ' --.<-'
\ l P ..- ~ . -I \ \1 \ 1
"___ III-- \ \ I v;/^ \ I
---.--\e WJ _ -<" \ \" vjJ I
jJ 41 ~ --- I r- \ ( 1 \ \ ",/' I
'd :Je"~j:"if \ /~~~REMOVE E~ISllN(l \ '
~ YL6 (0'.;0,",0\ GRA\TE \ Top AND
68 LF 1 \ \REPLACe 'M~
30- RCP \ \ ~ \ \ STO~M \M~HIQLE--Tbf5
S = 0.29",Or\ 124 \ L1:~' (AT\PROPOS~D GRAD~ 32.80) 11
\ _ \ \ \\ I \_/1-.~ 124 LF ·
,36 ~C~ ..1---,,)-- 3!- RCP
\ ~_~/ O;16~/ -'it S 2" 01 16H
_r ../ (j) (j) . 1'.
r
88 LF
30- RCP
S = 0.23~
}t'
~
2'5'
~21'15'
--- -
R_ - PROPOSED DRAINAGE BOUNDARY
- - PROPOSED STORM SEWER
. =- PROPOSED DITCH BOTTOM INLET
TYPE G UNLESS 0111ERWlSE INDICATED
(LARGER BOX MAY BE NEEDED TO ACCOMMODATE PIPE SIZE)
~ =- PROPOSED CURB INLET
. .. PROPOSED STORM MANHOLE
13291 =- PROPOSED STORM STRUCTURE NUMBER
:jI7 =- PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
I~,
.~
~- - - - - - - - - ---- - EXISTING STORM SEWER
..
..
5' WAilKWA Y (TYP)
(SEE LANDSCAPE PLANS)
S\N=
PROPOSED DRAINAGE BASIN
JOB NO,
220-07
F.B, . 1'9. 16
8HT.
N/A
DATE,
NO. DATE REVISIONS APP"D 3/29/02 Of' 30
BY
~,t
- ...........--
= 0.50%
-
'."1"
~
10 LF
6- RCP
O,18~5'6"
lL
I I I
I I
I I
~
.b' ~
'"Y~'
~
1.00~
~
17.76 ACRES
".~
EXISTIf\JG S T~M JUf\JCTION BOX
TOP ::: 29.67
IF S = 24,37 (301" RCP) -
IE W 24,34 (48'" r~cP)
IE E 23,90 (54'" RCP
__---l
I
I
I
/
13331 ClEAN OUT
CITY INDEX 221
RI~ :a 36.58
IE :a 29,75 (5) (15HPVC)
13321 STORM MH
CITY INDEX 202
RI~ El ,. 36.58
IE ,. 29.55 (N) (15HPVC)
IE - 29.55 (E) (15-PVC)
13341 STORI\4 ~H
CITY INDEX 202
RI~ EL ,. 37.38
IE :a 29.55 (S) (15-PVC)
IE "" 29.55 (E) (15-PVC)
13351 ClEAN OUT
CITY INDEX 221
RI~ El .. 36.77
IE "" 29.75 (N) 15-PVC)
13361 STORM MH,
CITY INDEX 202
RI~ El - 35.93
IE - 29.75 (NE) (15-PVC)
· 10"
~I
I
180 LF
42- RCP
S = O,11~
I I
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188 LF
42- RCP
S = O,11~
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S = 0.11~
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TYPE G INLET
W/TYPE J BOTTOM
FOOT INDEX 233 &, 200
GRATE - 35.45
IE ,. 27.45 (NE) (18- RCP)
~
-r
~ --t- I 1
-- r
i
I
13161 TYPE G INLET
W/'TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE ,. 35.48
IE "" 27,75 (S) (15- RCP)
IE - 27.50 (NE) (16- RCP)
CITY INDEX 202 13171 TYPE G INLET
RI~ ,. 3].15 W/'TYPE J BOTTOM
IE (19.j~ytw) (15- PVC) FOOT INDEX 233 & 200
IE n 19 (5' (EXIST 30" RCP) GRATE - 35.47 _
l))\Nl"OLE IF_ \ 271'~ II I\F.:XIST 30" RCP) IE - 26.15 (N) (15 RCP)
~iOT FOuND .
'y UtJl)E.I~ ASPH /
L
~ TYPE F CURB IN T
CITY INDEX 21~
EP - 35.89
IE - 29.55 f W) (15- PVC)
IE '= 27.4 (~j) (EXIST 30' RCP)
IE '" 2 ,47 (S) (EXIST 30" RCP)
I .. 9.30 (E) (14-x23- ERCP)
tr-
16"
19"~
~
~
123 LF
30- RCP
S = O,16~
I I
N
fm]
TYPE G INLE. T
W/'TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE ,. 35.89
IE .. 29,35 (W) (15- PVC)
IE - 29.30 (E) (14-x23- ERCP)
iE = 26.54 (S) (EXIST 30" RCP)
IE == 26.54 (N) (EXIST 30" RCP)
18"~~
.,. ~
1405/ TYPE G INth
W/'TYPE J BOTTOM
fOOT INDEX 233 & 200
CRATE,. 38.91
IE - 28.10 (N) (42- RCP)
IE - W.OS (IN) (42- RCP)
IE - 27,60 (SE) (4J-x68- ERCP)
MAtCHUNE SEE SHEET 17 41'
14161 TYPE G INLET ~ TYPE G INlET ~
W/T'YPE J BOTTOM W/fYPE J BOTTOM
FOOT INDEX 233 Be 200 FOOT INDEX 233 & 200
GRATE - ~.45 . GRATE - 38.20
IE - 27.46 (N) (30- RCP) IE - 27.40 (NW) (4J->cS8-ERCP)
IE - 27.45 (5) (30- RCP) IE ..., 26.<48 (5) (54- RCP)
~ 111"
14171 TYPE G INlET ~
W/TYPE J BOTTOM
FOOT INDEX 233 & 200 16"
GRATE - ~.45 . ~
IE ,. 27.65 (5) (3<t Rcp)41.,
14221 nF'E G INLET
W/TYPE J BOttOM
FOOT INDEX 233 &c 200
GRATE - 36.20
IE .. 30.05 (W) (16- RCP)
IE - 28.30 (N) (42- RCP)
IE - 28.30 (5) (42- RCP)
14151 TYPE F CURB INlET
CITY INDEX 212 '
EP .. 35.M
IE .. 29.60 (NW) (15'- RCP)
13301 TYPE G INLET
W/TY'PE J BOTTOM
FOOT INDEX 23Y:lI 200
GRATE ,. 32.~
IE ,. 29.40 (W) (18- RCP)
13311 TYPEG INLET
W/'TYPE J BOTTOM ,,'
FOOT INDEX 233 ~JDQ"
GRATE .. 32.17 ~"
IE - 29.50 (W) (14"&a-ERCP)
14231 TYPE G INLET
W/'TYPE J BOTTOM
FOOT INDEX 233 Be 200
GRATE - 36.20
IE - 29.00 (NW) (36- RCP)
IE - 28.50 (5) (42- RCP)
326 TYPE G INLET ./\
W/'TYPE J aotTOM\
FOOT INDEX 233 & 'ZOO
GRATE "34.50 \
1~/~9.30 (IN) (15" R'CR)
'0( - 29.30 (N) 7)
~ /
'\ //
'/
13271 EXISTIr,G GRATE Ir,LET
RE~OVE TOP. ADJUST '
ELEVAllON AND REPLACE
wi STORM ~ANHOlE TOP
CITY INDEX 202
RI~ - 35.05
IE - 29.10 (S) (15- RCP)
iE == 27.61 (N) (EXIST 30" RCP)
1324/ EXISTING GRATE INLET
REMOVE TOP. ADJUST
ELEVATION AND REPLACE
wi STOR~ ~ANHOlE TOP
CITY INDEX 202
RI~ ,. 36.26
IE == 27.01 (S) (EXIST 30" RCP)
:E == 26.91 (N) (EXiST 30" r;;u')
13291 TYPE G INLET
W /'TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE "'" 32.17
IE "" 29,17 (E) (16- RCP)
IE "" 29.50 (W) (14-x23-ER~)
~
24"
~ Sl6MTllRE C1F THE OUAUTY
CONTROL OfTlCER 'N THIS INCE
INDlCATU THAT ALL IIEOUIIIED
PfIlM'TI HAVE BEEN oeTAINED
AND THAT CONITIIUCTlOM "
AUTHOIIIHD TO COMIIENCE.
E,8, No, 7421
PREPARED FOR.
SHEET DESCRIPTION.
CLEARWATER MALL, LLC
C/O- -rHE SEMBLER COMPANY
FLORIDA DESIGN CONSUL 7 ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS,' SURVEYORS 8. PLANNERS
CLEARWATER MALL REDEVELOPMENT
PAVING, GRADING AND DRAINAGE PLAN
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
5858 CENTRAL AVENUE
ST. PETERSBURG. FL 33707
Tel. (727) 384-6000 - Fox. (727)345-4937
13371 TYPE G INLET wi TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE ,. 33.25
IE "" 29.50 (E) (15-PVC)
~
LANDSCAPE AREA
10' 03:1 MAX
2.0"
\
\
LANDSCAPE AREA
O' 03:1 MAX
O:lsmJG CUPB I~,LET
TeD or P,\S!N =- 31,71
EP c=)[) i3S
IE == 2367 (SW) (5<1" r;;cp)
!E ~ 2365 (r,iE) (54" RCP)
c
o
'iij
13011 D<IS TING STORM JUNCTiON 80>< '~
(REMOVE TOP, ADJUST ElEVATION L-
AND REPLACE W I STOR~ ~H 8-
TOP)
CITY INDEX 202 .
RIM EL - 32.80
I~ ~ i;~~ (~ (~I.s ~ci)' RCP)
;~ : ~~.jg ~~i)(1(~fl~~~4"RCP)
1""021 TYPE F CURS INLET
v CITY INDEX 212
EP =r 35.81
IE "'" 24.20 (IN) (36- RCP)
IE .. 24.20 (E) (36- RCP)
13031 TYPE F CURB INlET
CITY INDEX 212
EP "" 35.81
IE "" 24.40 (NIN) (30- RCP)
IE .. 24.40 (E) (36- RCP)
13041 TYPE G INLET
W/'TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE ... 36.00
IE ::r 24.60 (SW) (30- RCP)
IE "" 24.60 (SE) (30- RCP)
13051 TYPE F' CURB INLET
CITY INDEX 212
EP ,. 35.4Q
IE "" 24.80 (SW) (30- RCP)
IE ,. 24.80 (NE) (30- RCP)
13061 TYPE G INLET
W/'TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 36.00 2
IE ::r 27.15 (SW) (18- RCP) 5
IE ::r 25.00 (N'N) (29-x45- ERCP) -;
IE - 25.00 (NE) (30- RCP) ~
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AIGHT CURB
ITY INDEX 101 ~
(TYP) "
'-~'
1'4"
~8'
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190 LF-
36- RCP
S = 0,11%
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Aft/-
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prr: ven t Ion
deY1ce
THE SlGMlURE ~ lllE OUAUTY
COlfTROt. OFflCER IN THIS llPI\CE
INDICATES THAT ALL REOUIRED
PER..ITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO CO....ENCE.
,
~
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10"~
9'
J
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54 - -RCP~ p
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(SEE LANDSCAPE .~ I~
14021 ~ PLANS --"\ '.
',"" -- .~
r:;-~, --~.j r~(hjO,=--=' --,
( r
225 LF
48-x76- ERCP
S = 0,09%
4'
~
30- RCP
~ ~ \.
-..... l- """--
--
15"
2." fj)
"- '26"
(
)/ (
SE
36.70 ACRES
1 .
F.F.=37.30
165 LF
36- RCP
S = 0.12%
f>
J ,
"
"'14601
13"
~
PROPERTY. LINE
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
lI1 J ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS,
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-6422 - Fax. (727)724-6606
E,B. No, 7421
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14501
5'S'
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CLEARWATER MALL, LLC
C/O -rHE SEMBLER COMPANY
5858 CENTRAL AVENUE
ST. PETERSBURG, FL 33707
Tel. (727) 384-6000 - Fax. (727)345-4937
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Wjr(PE J BOTTOM
FOOT INDEX 233 & 200
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IE .. 26.25 (E) (54- RCP)
r.if:31 TYPE G INLET
'Njr(PE J BOTTOM
FOOT INDEX. 233 & 200 '
GRATE - 35.65
IE .. 28.85 (E) (18" RCP)
IE ... 28.35 (S) (24- RCP)
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w/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.65
IE ... 29.05 (E) (1B" RCP)
IE .. 29.30 (W) (15" RCP)
SHEET DESCRIPTION,
BOTTOM ElEV. 28.0
14501 1 B" FES
FOOT INDEX 270
IE - 30.55
14511 TYPE G INLET
W jr(PE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.50
IE .. 30.75 (SE) (15- RCP)
14601 ~~T~~DEX 270
IE ... 2B.15
14611 TYPE G'INLET .
W/TYPE J BOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.50
IE .. 28.35 (SE) (36" RCP)
IE .. 28.35 (NW) (36- RCP)
14621 TYPE G INLET
Wjr(PE J aOTTOM
FOOT INDEX 233 & 200
GRATE .. 35.50
IE .. 28.55 (SE) (36- RCP)
IE III 28.M (NW) (:58- RCP)
CLEARWATER MALL REDEVELOPMENT
PAVING, GRADING AND DRAINAGE PLAN
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DATE
JOe NO,
220-07
F.B. . PG,
NIA
DATE,
REVISIONS
APP'O
BY
3/29/02 ~
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CITY OF ST. PETERSBURG
EXISTlNG WATERMAIN
EASEMENT
OR BOOK 4131 PAGE 507
N
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LEGEND.
~
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II/III
~
B
TRASH COMPACTOR AND CONTAlt~ER
MINIMUM AISLE 'MDTHS ARE 24'
EXISl1NG SIGNALIZED INTERSEC110N
ALL PARKING INDICATED 'MTH Clf~CLE ARE 9' (W)
'MTH THE EXCEPTlON OF HANDICAPPED PARKING STALLS.
ALL PARKING INDICA TED 'MTH SQUAf,E ARE 10' (W)
'MTH THE EXCEP110N OF HANDICAPPED PARKING STALLS,
SHOPPING CART CORRAL
12'X1S' DUMPSTER PAD LOCATlON
-; Retail '
/~~ Remote
I
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100 200
l--~,~-~
SEVILLE BLVD.
Jo
)
(
)
~
11111111111111I INTRASITE PEDESTRIAN WALKWAYS
--.::::::::.
THE SIGNA1VRE (# THE ClUAUTY
CONTROL 0f"FlCER IN THlI llPIIlCE
INDICATES THAT ALL REOUIRED
PERMITS HAVE 8EEN OBTAINED
AND THAT CONSTRUCTION II
AUTHORIZED TO COIIMENCE.
E.a, No, 7421
5858 CENTRAL AVENUE
ST. PETERSBURG. FL 33707
Tel. (727) 384-6000 - Fox. (727)345-4937
PREPARED FOR.
SHEET DESCRIPTION.
CLEARWATER MALL, LLC
C/O THE SEMBLER COMPANY
FLORIDA DESIGN CONSUL T AN-rS, INC.
ENGINEERS, ENVIRONMENT ALJSTS, SURVEYORS 8 PLANNERS
CLEARWATER MALL REDEVELOPMENT
SITE PLAN 6.28
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
"__'.1_
BIG BOX RETAiL
A. RETAL
~ R.OOR
GARDEN CENTER
TOTAL ·
B. RCTAL
~ R.OOR
GARDEN CENTER
TOTAL ·
C. RETAL --
BIQ BOX fETAL TOTALS ·
VUAGE RETAiL
1 FETAL
2 RETAL
3 FETAL
4 FETAL
5 FETAL
6 FETAL
7 FEr;\.\.
8 PETAL
9 R::-rAL
~ ~ETAL
11 FETAL
12 fETAL
-n RETAL
14 RETAL
15 RETAL
16 FErAL
17 FETAL
VLLAGE FETAL TOTAlS ·
EXJ8l1NQ (BANK)
OUTPARCELS
d~~
e. RESTAl~NT,
f. RESTAURANT
OUTPARCEI... FETAL TOTAL ·
TOTALS ·
Site
ZONiNG DISTRICT
EXISllNG .
C (67.478 Acs)
o (5.012 Acs.)
USE
Commercial
LOT AREA (Acs,)
(Sq, Ft.)
LOT WIDTH
IMPERMEABLE
SURFACE RAllO
BUILDINGS (S.F.)
F.A.R.
SETBACKS (Buildings)
Front
Side
Rear
72.49 Acs.
3,157,664
N/A
0.86
926,102 Sq. Ft.
F.A.R.= .32
N/A
N/A
N/A
SETBACKS (Other Structures)
Front N/A
Side N/A
Rear N/A
HEIGHT
PAVED VEHICULAR
USE AREAS, VUA
PARKING LOT INTERIOR
LANDSCAPING
(Sf. & % of paved
vehicular use area)
35 Ft.
46,76 Acs.
2,036,866
N/A
PARKING
TOTAL
RATIO
H/C SPACES
4027 spa
4.35
UNK.
AREA
(SF.)
PAAKJNG
PROVIDED
Acs.)
P ARKJOO
PER 1,000 SF.
5.11
4.62
5.08
5.10
4.81
REQUIRED.
N/A
Minimum Lot Size
3500 - 10,000 SF
35 - 100 Ft.
ISR .95
F.A.R. .55
25 Ft.
0-10 Ft.
10-20 Ft.
25 Ft.
0-10 Ft.
10-20 Ft.
25-35 Ft,
N/A
10% of VUA
18,774 SF
3800
4.81
85
3178-3973 spa
4-5/1000
50 (20+ 1/100 OVER 1000)
2
1
4/5/02
3/29/02
Mise REVISIONS PER CUENT
ADDED PSTA BUS STOP AND DUMPSTER LOCATIONS
fl4,655
11,407
186,062
892
140,784
~,402
177,186
651
· Based on Flexible Standard Development criteria, Level 1
NO.
DATE
138,565
501.813
703
30,187
10,000
5,0>
2.941
12,2CO
25,064
7,7&J
38,556
15,001
9,591
24,102
12,938 '
24,342
18,909
6,500
12.000
9,251
204,462
\350
7,121
23
C,ca.~
6,b75
6,575
fl,014
34
84
sa
204
700,410
3,800
Data
PROPOSED .
C !67.478 Acs)
o 3.741 Acs)
I 1.271 Acs,)
Commercial
Institutional (1,271
73.76 Acs.
3,212.986
185.50 (Min.)
0.86
790,410 Sq. Ft.
F.A.R,= .27
25 Ft.
o Ft.
10 Ft.
15 Ft.
o Ft,
10 Ft.
35 Ft.
43.10 Acs,
1,877.436
12% of VUA
22,529 SF
REVISIONS
J08 NO.
220-07
F.8. . PI.
N/A
,"T.
DA TEo
APP'O 4/5/02 01'
BY
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~l-~tl...~r..',~>--J C:1Af{UPIiASE1Ulllll~.!.llrrllj~ E1rm =, Ut." I-r:;- :':' --2 -- ^- - / etHQr'$.!/ TERSBURG
~~ I,: 11 ~VE "A" \V & 11'71 I n I , fuLull UJ+tilllW I-H 0. \' 50 "..., "I =~@ ::-: 84UIUlIIIe- r- - -- I~;;r-''t" - r'-T - ) =r=^'" v r-<, ~1~Rp6~1D~A~6~~T
.: IIi 1 I :' I : r- ~ _ - ~ c;::::> ~ diD r ~-; TlTTunT 1ll. UTTTTIl IT '-J III~ I ,/ '~cs '" u~~ 4" 85 ~ 160 . 60';" ~ j~~ J'f!5 -::::- 'v^JACATED UPON REALIGNI4ENTl
I:: fE ... 2, C() 1. ~ r-~
I I I :1;11:: ct; ----r--"\ C::::::> _ " 8 --- g~..:.- ,"
, I. t -'- - f-- , c:::.-.J r--- , ' I ' I "~/ L... ~ N f-'- "
I: ,! : :1\'1: l~ETIn ~\~ \ ml \ \ 1\ \ \ nJI '30' . ,,~IHI-~Hj+~I}~@#j~HHttl+~/llJ1t~~ttH9 ,~,,~, / --, >q'J' ?~L ~ ~
'I: i' ! ,I; ':.: C, I 352'1 ~ ~,",<.,O~jbliilljlji'~ I II I 11/[/ /1 ',r-.~: [:9 ffi)' 9 ;! 2' ~0~~l7
J I - -.- l!, O~~U:N~ I :rrn I' 1,,1 I nisi ~~~., < " ,~ /1
I ' I t I =: .... L:::J I Y I L:.:J . ~1. '. , ~ '<
I : II : : I ~@: ~ mll CITY OF ST. PETERSBURG ~-
I I -: 13 - ~I EX1SllNG WATERMAIN ~. ~ ',~
I , I t: 20.00'-''' ;-30.00' , ">'
I: I i / ,_: 53' nj~*mi+~ 'Y'0~ :5~+t~ @V <~,~ 6~S~~~T 4131 PAGE 507 Go
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.
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~ ' .~_~~~ ~ t) ( . / " /1 \
o r I !r:-;~--=:=-Y_- ..- - ,:._~:: =' ~~~. -.----~_.__________________--.-/.,
~ ~ : t~t~~--~::~-------SEVlC[E---BlvD.,---.----.-~t~ ,Ij;A Fi~r----- ---- --.--------) ('---------...,
ti LQJ I _~--.::-----=-.._-.--=-'--=---~-~----------.-..-- --~->--~~~{~^L_ -.- - ._ __. _ ~__)
: iP~L.,.~",.i/{-~- -;--'=---:-:::'- ~-._-=-:_.:=-)- i ------ ------------------C"~:: :" ;,:,~-..:c::c=='li'\ (-- - - - - - - -- ,,--
~
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ill
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I Possible
I Relocated
Fire
Station
Site
\
l(
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~
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l~~~ 12'X16' DUMPSTER' PAD LOCAn6N'~'~
WI 'qM~i~9MJlAllIQILANO~~
&. IIIltlhlllKU INTRASITE PEDESTRIAN WALKWAYS
Li ...... PSTA BUS SHELTER
MINIMUM AISLE 'MDTHS ARE 24'
f/
l'
Detention 1
Area
-,
f
~ 7
N
EXISllNG SIGNALIZED INTERSECllON
ALL PARKING INDICATED 'MTH CIRCLE ARE g' (W)
'MTH THE EXCEPTION OF HANDICAPPED PARKING STALLS.
ALL PARKING INDICATED 'MTH SQUARE AHE 10' (W)
'MTH THE EXCEPllON OF HANDICAPPED PARKING STALLS.
.
SHOPPING CART CORRAL
o 50
~
100
1
200
I
..
ot:lltflI:D nc alGMT\l1lt: CI nc OUAUTY
COlfTllOl. ()fflCU III ".. IHoU
OC -' JD IIIOlCATU DiAT AU. IIEOUllln
ClAAWW ~""fTl HAVE HE,. C>eTAlIIU
KC I ROH AIID THAT couaUCTtOll II
0<<0<0 AUTHOIlIZED TO CO"IlU~f.
EM
,
t
'Ii_
PREPARED FOR,
SHEET DESCRIPTION.
*
'7
CLEARW A TEA MALL, L.l..C
C/O THE SEMBLER C()MPANY
FLORIDA DESIGN CONSUL T ANTS, INC.
11"1 ENGINEERS. ENVIRONMENTALISTS, SURVEYORS a PLANNERS
26~9 McCormick Dr.' Clearwater FL, 33759
. Tell. (727) 724.8422 - Fox, (72i)724.8606 ,
CLEARWATER MALL REDEVELOPMENT
SITE PLAN 6.28
5858 CENTRAL AVENUE
ST. PETERSBURG. FL 33707
Tel, (727) 384-6000 - Fo)C, (727)345-4931
,
'= ".-; ;-.' ^ "i /.'. ,..., ',,1
_....oIl ii'n,. ~
..-,.:-";.,,:1;.... (':of.; ,,~J:..;; .:lI.u;.,:a... ":,;.< ~. .:,.,1.. '1 ~"*_ "'~"
t", "'~ ;." .,v. ,;':>.):,,' ;,\,-a,,,,. ..-'!(~w-Olil;~I.1:~~~lilJ;.:~..w::~~~'.....k.J~;.:i1;lca.~ii:.I:s;;,~;:~~u~~;::;~':~........~,........<. ,_.. ......J.~".~'.. ~:
, , ~,..,," ,.."..';,..).,' ...~. ." ':.,.._..;""tt~ ~~~ ~.. ;;;1.<....., .,' ,~,....~e.-.'..., ...; ""..',p'f.,:~....I>i!.h'llt.'U,",';;I""u..;.\UIlil..".;f!ltti....t.j.wi"'_.;.;,Al:.rr;.:~a~~:"""'\.tWW'&_""".w. ~h)OA!~~,fIi;l.~U.;_,<!!:h-,,:,., ",.0:,'
III
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O)~~i~~~r~\ f
I ~ :18,~( IF 3 ~J)2J,l /J ~
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~ l-------. 5
Pt,.lY/W-C391J., V,'{~GPME.Nf i
4-5 ~~C~~ c:
,._~Ojl9~~fl9'~~lOho)- - i
~
>: ~ .'
BIG BOX FETAL
A. FETAL
~ R.OOR
<WDEN CENTER
.
TOTAL. ·
AREA
(SF.)
PARKtKl
PROVDED
17"65G
11.0407
186.062
892
B. FErAL
MAN R.OOR
<WDEN CENTER
TOTAL ·
140.784
36,402
177;186
661
C. FETAL
BIQ BOX FETAL TOTALS ·
138,565
501,813
8Q6
VlJ.AOE FETAL
1 FETAl.'
2 FETAL
3 fETAL
4 FETAL
5 FETAL
8 ferAL
7 .FETAL
8 fETAL
9 fETAL
10 FETAL
11 FErAL
12 FETAL
13 FETAL
14 fETAL
1S : fETAl.
16 AETAL
17 FETAL
VII ~ AETAL TOTALS.
~ooo
28.725
5.100
2.941
~200
,
25,064
7.750
38.~
15.001
9,591
24.1>2
12,938
24.342
.,,909
8,500
12.000
9,251
263.000
1,346
EXB1"HQ (BAN()
7,121
23
OOTPAAC8..8
d eN<<
.. fE8TAlIWff
f. fEST AlIWff
OUTPARCEL. FErAL TOTAL. ·
3,(34
6,675
6,515
17,014
34
84
88
204
TOTALS ·
788,a48
3,812
Site
Data
ZONING DISTRICT
EXISTING
C (67.478 Acs)
o (5.012 Acs.)
PROPO~Q
C 167'478 Acs)
o J.741 Acs)
I 1.271 Acs.)
CommercIal
Institutional (1.271 Acs.)
73.76 Acs.
3,212,986
185.50 (t-4in,)
0.86
USE
Commercial
LOT AREA (Acs.)
(Sq. Ft.)
LOT 'MDTH
IMPERMEABLE
SURFACE RATIO
BUILDINGS (S,F.)
F,A.R,
SETBACKS (Buildings)
Front
SIde
Reor
, 72.49 Acs.
3.157,664
N/A
0.86
926,102 Sq. Ft.
F.A.R.= ,32
788,948 Sq. Ft.
fA.R,. .27
N/A
N/A
N/A
25 Ft.
o Ft.
10 Ft.
SETBACKS (Other Structures)
Front N/A
Side N/A
Rear N/A
15 Ft.
o Ft.
10 Ft.
HEIGHT
PAVED VEHICULAR
USE AREAS, VUA
PARKING LOT INTERIOR
LANDSCAPING
(Sf. & ,; of paved
vehIcular use area)
35 Ft.
35 Ft.
43.10 Acs,
1,877,436
46.76 Acs.
2,036.866
N/A
12" of VUA
22,529 SF
PARKING
TOTAL
RATIO
H/C SPACES
4027 spa
4,35
UNK.
3812
4.83
85
· Based on Flexible Standard Development criteria, Level 1
'& 4/30/02
2 4/5/02
1 3/29/02
REVISED PER CITY Of ClEARWATER ORC COMMENTS
MISC REVISIONS PER CUENT '
ADDED PST A BUS STOP AND DUMPSTER LOCATIONS
MO.
DATe
~$QlMS
:, ~;::"~~:..~:tt'~('1 ~,'~>~I~~,~i:r~~:~J:~~:,'..";/':': ,> 1':\1J
I. ..,tft> . ':I,...~t~. ..~.? ~",,;'!' "';~
. ,,,~,,,. 'l','" : ;~,A,"": ,i1;f;;
~ ..' " j ,~..
~i~~ }.1 ~ "'''', ;;'l,:~~(i'~>' ' ~~~
< J .I.",.", ; I <;,!
'.' "~'\ ,., r "I:",
.' "Cj"'; ;'r i~,~ ",;".;~,
.' \ ',', it :'~~ t,'
I 'l,:),.' "~,
',I
,'~'
;:'~
i;' ~'
~j ~
, .~.
L
PAAKI<<l "''''',
PER 1,000 8.F.
" . i
5.11
''''''r'J':!''''j'' .
4.82
'10,' ~:"T'"
. ~- ,
.'
.
<I,
<.
5.02
"
~ . .,.... Ii:
~ "
.
, i\"
, ,,',
" ~'
'.
h".;'.
5.12
.1",
4.83
. '"; -,
"
REQUIRED-
N/A
Minimum Lot Size
3500 - 10,000 Sf'
35 - 100 Ft,
ISR .95
F.A.R. .55
25 Ft.
0-10 Ft.
10-20 Ft.
25 Ft.
0-10 Ft.
10-20 Ft.
25-35 Ft.
JOe NO,
220-07
F.8. , ....
2
,"T.
N/A
DATE.
~ 5/6/02 (#
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LEGAL DESCRIPTION:
PARCEL I:
mA T PART OF THE soumWEST ;4 OF SECTION 17, TOWNSHIP 29 SOUTH,
RANGE 16 EAST, PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS:
FROM THE SOU111WEST CORNER OF SAID SECTION 17, RUN SOUH~
88.57'02" EAST, ALONG THE SOU111ERL Y LINE OF SAID SECTION 17, 100.00
FEET; THENCE RUN NORTH 1.03'04" EAST, ALONG HiE EASTERLY
RIGHT-OF-WAY LINE OF Sf A TE ROAD 55 (U.S. HIGHWAY 19) AND
PARALLEL TO mE WESTIiRL Y LINE OF SAID SECTION 17, 860.00 FEET;
niENCE RUN SOUTH 88'57'02" EAST, 100.00 FEET FOR A POINT OF
BEGINNING; ll1ENCE RUN NORTH 1'02'58" EAST ALONG mE EASTERLY
RIGH T -OF -WA Y LINE OF STATE ROAD 55, AS PER DEED RECORDED IN O.R.
BOOK .3476, PAGE 925, PINELLAS COUNTY RECORDS, 6.00 FEET; TI~ENCE
RUN NORTH 88.57'02" WEST, ALONG SAID RIGHT-OF-WAY LINE, 24.49
FEET; mENCE RUN NORm 48'20'20" WEST, ALONG SAID RIGHT-OF-WAY
LINE, 39.95 FEET; THENCE RUN NORm 8.56'56" WEST, ALONG SAID
RIGHT-OF-WAY LINE, 182.08 FEET; TIiENCE RUN NORniWESTERLY ALONG
SAID RIGHT-OF-WAY LINE ON A CURVE TO mE RIGHT Of 755.94 FEET
RADIUS (CHORD 8EARING NORm 3'56'56" WEST, CHORD DISTANCE 131.77
FEET) 131.94 FEET; TIiENCE RUN NORTIi 1'03'04" E:AST, ALONG SAID
RIGHT-OF-WAY LINE, 495.89 FEET; THENCE RUN NORm 00.28'32" EAST
ALONG SAID RIGHT-OF-WAY LINE, 200.00 FEET; ll1ENCE RUN NORm
1'03'04" EAST, ALONG SAID RIGHT-OF-WAY LINE (SAID LINE BEING
PARALLEL TO, AND 100.07 FEET EASTERLY OF, ll1E WESTERLY LINE OF
SAID SECTION 17), 573.94 FEET; mENCE RUN NOR111 3'20'30" EAST,
ALONG SAID RIGHT-Ot-WAY LINE, 50,04' FEET; TI~ENCE NORm 11'15'18"
EAST, ALONG SAID RIGHT-OF-WAY LINE, 23.05 FEET; ll1ENCE RUN NORm
45'24'32" EAST, ALONG HiE RIGHT-OF....WAY LINE AT mE Soun~EASTERLY
CORNER 6t THE INTERSECTION OF STATE ROAD 55 AND STATE ROAD 60
(GULF- TO-BAY BOULEVARD), 119.90 FEET; mENCE RUN NORm 89.46'01"
EAST, ALONG 111E SOUll1ERLY RIGHT-OF-WAY LINE OF STATE ROAD 60
AS PER DEEDS RECORDED IN O.R. BOOK 3476, PAGES 923 AND 925, AND
O.R, BOOK 3511, PAGE 423, AND omER DEEDS (SAID LINE BEING 60 FEET
SOUTHERLY OF AND PARALLEL TO ll1E EAST-WEST CENTER LINE OF SAID
SECTION 17), 1563.41 FEET; mENCE RUN soum 0.21'26" WEST, ALONG A
LINE PARALLEL TO AND 40 FEET WESTERLY OF THE WESTERLY LINE OF
LOT 1, OF RESUB OF BASKIN'S REPLAT (SEE PLAT BOOK 24, PAGE 42,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 270.00 FEET; ll1ENCE
RUN soum 89'46'01" WEST, 371.10 FEET; mENCE RUN soum 1'03'04"
WEST, 261.37 FEET; mENCE RUN NORTH 88.56'56" WEST, 60.00 FEET;
ll1ENCE RUN SOUTH 1'03'04" WEST, 40.00 FEET; mENCE RUN NOR fi~
88'56'56" WEST, 20.00 FEET; THENCE RUN soum 1.03'04" WEST, 27.00
FEET; THENCE RUN NORTH 88'56'56" WEST, 94.00 FEET; THENCE RUN
soum 1.03'04" WEST, 269.00 FEET;ll1ENCE RUN soum 88.56'56" EAsr,
1"4.00 FEET; ll1ENCE RUN SOUTH 1.03'04" WEST, 34.00 FEET;ll1ENCE
RUN soum 88'56'56" EAST, 194.61 FEET; mENCE RUN soum 53"30'53"
EAST, 443,76 FEET; mENCE RUN NORm 50'58'54" EAST, 270.64 FEET;
niENCE RUN NORm 35'12'39" EAST, 93.74 FEET; 111ENCE RUN NORlli
32'43',49" WEST, 35.00 FEET; 111ENCE RUN NORm 57'16'11" EAST, 27,44
FEET; mENCE RUN NORTH 0'13'59" WEST, 480.04 FEET; 111ENCE RUN
soum 39'N01'06" EAST, 79.82 FEET; TI,ENCE RUN souni 0'13'59" EAST,
502.41 FEET; mENCE RUN SOUTH 50'58'54" WEST, 363.54 FEET; 111ENCE '.
RUN SOUll1 43"11'54" EAST, 65.23 FEET; ll1ENCE RUN SOUTH 36'29'07"
WEST, 439,88 FEET; THENCE RUN NORm 53"30'53" WEST, 550.00 FEET;
mENCE RUN soum 36.29'07" WEST, 652.05 FEET; mENCE RUN NORTH
88'57'02" WEST, 742.58 FEET TO THE POINT OF BEGINNING.
PARCEL II:
BURDINES SITE:
mAT PART OF mE SOUTHWEST ;4 OF SECllON 17, TOWNSHIP 29 soum,
RANGE: 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHEAST CORNER OF mE NORlt1WEST ;4 OF THE
SOUTIWv'E.ST ~ OF SAID SECTION 17, RUN soum 0'23'02" WEST, ALONG
TliE 40 ACRE LINE, 60,00 FEE T; THENCE RUN NORm 89'46'01" EAST,
ALONG mE SoumE.RLY RIGHT-Of-WAY LINE OF STATE ROAD 60
(GULf-TO-BAY BOULEVARD) 415.00 FEET fOR A POINT OF BEGINNING;
THENCE RUN soum 0.21'26" WEST, ALONG THE WESTERLY LINE OF LOT 11
OF RESUB OF BASKIN'S REPLA T (SEE PLAT BOOK 24, PAGE 42, PUBUC
RECORDS OF PINELLAS COUNTY. FLORIDA), $29.81 FEET; TI-iENCE RUN
NORlli 69'41'46" EAST, ALONG mE SOU111ERLY LINE OF SAID LOT 1,
68.00 FEET; ll1ENCE soum 39~25'12" EAST, 452.93 FEET; TI-lENCE RUN
soum 32.43'49" EAST, 80.00 FEET; mENCE RUN soum 35'12'39"
wtST, 93.74 FEET; THENCE RUN SOUTI~ 50.58'54" WEST, 270.64 FEET;
TI-iENCE RUN NORm 53.30'53" WEST, 443.76 FEET; mENCE RUN NORTH
88.56'56" WEST, 194.61 FEET; mENCE RUN NORm 1'03'04" EAST, 631.37
FEET;mENCE RUN NORm 89.46'01" EAST, 371.10 FEET; 'TIiENCE RUN
NORTH 0'21'26" EAST, 270.00 FEET; THENCE RUN NORTH 89'46'01" EAST,
40.00 FEET TO mE POINT OF BEGINNING.
THI SIGNATURE IY THI OUAUTY
CONTROL OfT~lt l~ THIS sPACE
INOICATUl'tIAT ALL REOUIRED
PERIIlITS HAVE &EEII OBTAiNED
AND THAT CONSTltUCTIOI\l I'
AUTHOltltED TO COIll.MENC(,
j
CLEARWATER MALL REDEVELOPMENT
PRELIMINARY PLAT
BEING A SUBDIVISION OF LAND LYING WITHIN SECTION 17, TOWNSHIP 29 SOUTH,
RANGE 16 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
PARCEL III:
THA T PART OF mE soumWEST ~ OF SECTION 17, TOWNSHIP 29 SOUTH,
RANGE 16 EAST, PINELLAS COUN N, FLORIDA, DESCRIBED AS FOLLOWS:
FROM niE NORll1WEST CORNER OF THE NOR111EAST ~ OF THE
soumWEST ~ OF SAID SECTION 17, RUN NORm 89'46'01" EAST, ALONG
mE EAST-WEST CENTER LINE OF SAID SECTION 17, 7.87 FEET; TIiENCE
RUN SOUTH 1'03'04" WEST, 591.44 FEET FOR A POINT OF BEGINNING;
niENCE CONllNUE soum 1'03'04" WEST, 336.00 FEET; ll1ENCE RUN
NORTH 88.56'56" WEST, 1'14.00 FEET; ll1ENCE RUN NORm 1'03'04" EAST,
269.00 FEET; THENCE RUN soum 88'56'56" EAST, 94.00 FEET; TliENCE
RUN NORm 1'03'04" EAST, 27,00 FEET; ll1ENCE RUN soum 88'56'56"
EAST, 20 FEE f; l11ENCE RUN NORTH 1'03'04" EAST, 40.00 FEET; THENCE
RUN SOUTH 88'56'56" EAST, 60.00 FEET TO 111E POINT OF BEGINNING.
PARCEL IV:
mAT PART OF mE soumWEST ;4 OF SECll0N 17, TOWNSHIP 29 soum,
RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM mE NORTHWEST CORNER OF mE NORTHEAST ~ OF mE
SOUTHWEST ~ OF SAID SECTION 1-', RUN souni 0'23'02" WEST, ALONG
111E WESTERLY LINE OF mE SAID NORniEAST ~ OF SOU111WEST ~, 60.00
FEET; mENCE RUN NORfii 89'46'01" EAST, ALONGll1E SOUTHERLY
RIGHT-OF-WAY LINE Ot STATE ROAD 60 (GULF - TO-BAY BOULEVAR'D),
415.00 FEET; THENCE RUN soum 0'21'26" WEST, ALONG mE WESTERLY
LINE OF LOT 1 OF RESUB OF BASKIN'S REPLA T (SEE PLAT BOOK 24,
PAGE 42, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 529.81 FEET;
TIiENCE RUN NORm 69'41'46" EAST, ALONG THE SOUTHERLY LINE OF
SAID LOT 1, 68.00 FEET FOR A POIN T OF BEGINNING; THENCE CONllNUE
NORTH 69.41'46" EAST, 344.45 FEET TO TIiE SOUTI,EAST CORNER OF SAID
LOT 1; mENCE RUN soum 39'01'06" EAST, 15.96 FEE T; ll1ENCE RUN
SOUTH 0.13'59" EAST, 480.04 FEET; mENCE RUN soum 5'1'16'11" WEST,
27.44 FEET; mENCE RUN NORm 32.43'49" WEST, 45.00 FEET; TI,ENCE
RUN NORm 39'25'12" WEST, 452.93 FEET TO mE POINT OF BEGINNING;
LESS THAT PART CONVEYED TO CITY OF CLEARWATER BY WARRANTY DEED
RECORDED IN O.R, BOOK 4272, PAGE 1503 (RE-RECORDED IN O.R, BOOK
4302, PAGE 1562), P1NELLAS COUNTY RECORDS.
I
PARCEL V:
fl1A T PART OF TRACT 1, A RESUB OF BASKIN'S REPI:..A T, AS RECORD'ED IN
PLA T BOOK 24, PAGE 42, PUBLIC RECORDS OF PINELLAS COUN TY,
FLORIDA, DESCRIBED AS FOLLOWS:
BEGIN AT mE NORTHWEST CORNER OF ll1E NORll1EAST ~ OFll1E
soumWEST ~ OF SECTION 1'1, TOWNSHIP 29 SOUTH, RANGE 16 EAsr,
AND RUNll1ENCE NORm 89'46'01" EAST, ALONG TliE EAST-WEST CENTER
LINE OF SAID SECTION 17, 415.00 FEET; TliENCE soum 0.21'26" WEST,
50.00 FEET; 111ENCE CONTINUE soum 0'21'26" WEST, 469.02 FEET FOR A
POINT OF BEGINNING; RUN ll1ENCE NORTH 89'46'14" EAST, 192.95 FEET;
THENCE RUN SOUTH 69'41'36" WEST, 206.20 FEET; ll1ENCE RUN NORm
0'21'26" EAST, 70.79 FEET TO THE POINT OF BEGINNING.
PARCEL VI:
THAT PART OF mE SOUTHWEST ;4 OF SECTION 1'1, TOWNSHIP 29 SOUTH,
RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: G
ll1E
FROM ll1E SOU111EASTERL Y CORNER OF LOT 1, OF A RESUB OF BASKIN'S
REPLA T IN PLAT BOOK 24, PAGE 42, PUBLIC RECORDS OF PINELLAS
COUN TY, FLORIDA; TI-iENCE RUN soum 39'01 '06" EAST, 95.78 FEET FOR
A POINT OF BEGINNING; FROM mE ABOVE REFERENCED POINT OF
BEGINNING, RUN ll1ENCE soum 39'01'06" EAST, 391.64 FEET; ll1ENCE
'RUN SOU 111 50'58'54" WEST, 314.71 FEET; TliENCE RUN NORTH 00'13'59"
WEST, 502,41 FEET TO THE POINT OF BEGINNING.
PREPARED FOR.
'" I'
AND: SWAP PARCEL B (A PORllON OF THE EXISTING FIRE STA llON)
A PARCEL OF LAND BEING A PORTION OF LOT 1, A RESUB OF BASKIN'S
REPLA T, AS RECORDED IN PLAT BOOK 24, PAGE 42 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, TOGEmER Wlm A
PORTION OF mE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOU 111,
RANGE 16 EAST, PINELLAS COUN TY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT mE NORlliWEST CORNER OF ll1E NORmEAST 1/4 OF
mE SOUTHWEST 1/4 OF SECllON 17, TOWNSHIP 29 soum, RANGE 16
EAST, PINELLAS COUNTY, FLORIDA; THENCE N89.46'01"E, ALONG ll1E
EAST-WEST CENTERLINE OF SAID SECTION 17, FOR 415.00 FEET TO TIiE
POINT OF INTERSECTION Wlm ll1E NORmERLY EXTENSION OF ll1E WEST
LINE OF LOT 1, A RESUB OF BASKIN'S REPLA T, AS RECORDED IN PLAT
BOOK 24, PAGE 42 OF TIiE PUBLIC RECORDS OF PINELLAS COUN TY,
FLORIDA; ll1ENCE LEAVING SAID EAST-WEST CENTERLINE OF SECTION 17,
SOO.21'26"W, ALONG SAID NORTIiERL Y EXTENSION OF ll1E WEST LINE
OF LOT 1 AND 111E WEST LINE OF SAID LOT 1 (BEING THE BASIS OF
BEARINGS FOR
1111S LEGAL DESCRIPTION), RESPECllVEL Y, FOR 60.00 FEET TO mE
POINT OF BEGINNING; TliENCE CONTINUE SOO'21'26"W, ALONG SAID WEST
LINE OF LOT 1, FOR 458.65 FEET TO ll1E POINT OF INTERSECTION
W1Tl~ ll1E WESTERLY EXTENSION OF TliE soum LINE OF niA r CERTAIN
PROPERTY AS DESCRIBED IN OFFICIAL RECORDS BOOK 4272, PAGE
1503 OF ll1E PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE
LEAVING SAID WEST LINE OF LOT 1, N89'46'14"E, ALONG SAID WES TERL Y
EXTENSION OF 111E SOUTH LINE OF THA T CERTAIN PROPERTY AS
ESCRIBED IN OFFICIAL RECORDS BOOK 4272, PAGE 1503 AND TI~E
SOU ll1 LINE OF SAID CERTAIN PROPER TV AS DESCRIBED IN OFFICIAL
RECORDS BOOK 4272, PAGE 1503, RESPECTIVELY, FOR 386.69 FEET
TO THE OUTliEAST CORNER OF SAID CERTAIN PROPERTY AS DESCRIBED IN
OFFICIAL RECORDS BOOK 42'12, PAGE 1503, SAME ALSO BEING TIiE
POINT OF INTERSECTION WITH THE SOUTI-iERL Y EXTENSION OF mE EAST
LINE OF SAID LOT 1; 111ENCE NOO'13'59"W, ALONG SAID SOU fHERL Y
EXTENSION OF niE EAST LINE OF SAID LOT 1 AND ll1E EAST LINE OF
SAID LOT 1, RESPEcnVEL Y, SAME ALSO BEING TIiE EAS r LINE OF SAID
CERTAIN
PROPERTY AS DESCRIBED IN OFFICIAL RECORDS BOOK 4272, PAGE 1503
AND TIiE NORTHERLY EXTENSION OF SAID EAST LINE OF mA T
CERTAIN PROPERTY AS DESCRIBED IN OFFICIAL RECORDS BOOK 4272,
PAGE 1503, RESPEC TI VEL Y, FOR 71.42 FEE T; mENCE LEA VI N G
SAID EAST LINE OF Lor 1, S89.46'01"W, FOR 254.2'1 FEET; THENCE
NOO'13'59"W, FOR 60.00 FEET; ll1ENCE S89.46'01"W, FOR 68.54 FEET;
111ENCE NOO'13'59"W, FOR 327.23 FEET; THENCE S89'46'01"W, ALONG A
LINE 60.00
FIiET SOUTH OF AND PARALLEL 'MTH SAID EAST-WEST CENTERLINE OF
SECTION 17, FOR 59.15 FEET TO TIiE POIN T OF BEGINNING.
CONTAINING 55,378 SQUARE FEET OR 1.271 ACRES, MORE OR LESS.
SUNs[ T
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AREAS:
PARCEL I (INCLUDING BANK SITE)
PARCEL II (BURDINES SITE)
PARCEL III
PARCEL IV
PARCEL V
PARCEL V1
SWAP PARCEL "B"
,
PLA T BOUNDARY (GROSS)
5-,,4808 AC.
10.3899 AC.
1.1792 AC.
1.8686 AC.
0.1568 AC.
1.414/ AC.
1.2710 AC.
73.'1610 AC.
CLEAr~WATER ~~'''''.,
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SHEET DESCRIPTION,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENl'ALlSTS, SURVEYORS 8 PLANNERS
CLEARW A TEA MALL, LLC
C/O THE SEMBLER COMPANY
CLEARWATER MALL REDEVELOPMENT
PRELIMINARY PLA T
.lOa NO.
220-07
',5. a PG. I
S/1T.
OA Tf,
NO. DAlt REVISIONS Al'P'D 121 6101 Of: 2
81
2639 McCormick Dr, Cleorwaler FL, 33759
Tel, (727) '124-8422 ~. f'OlC, U27)'7Z4,8606
, ,
5858 CENTRAL AVENUE
Sf. PETERSBURG, FL 33'107
Tel, (121) 384-6000 - Fax, (127)345-49.31
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CITY Of Sf, PETERSBURG
WA TER UNE EASEMEN T
(nus PORnON TO BE
VACA TED UPON REAUGNMENT)
59.15'
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PLAT BOOK 16 ~
PAGE 42 ~
N
N 45.24'32"E 119,90' (D)
N 45'23'12"E 118.11' (F)-
N 89.46'01"E 156.3.41' (D), N 89.44'.38"E 1564.18' (F)
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423.77'
220.00'
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149.42'
447.01'
9.92'
lOT 1
A REsya OF BASKINS REPLA T
PLA, BOCK 24 PAGE 42
lOT 2
A REsya OF BASKINS REPLA T
. PLA, BOOK 24 PAGE 42
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O.R. BOOK 4399 PAGE 1601
4' WALL EASEMENT
O.R. BOOK
4174 PAGE 1956
S 50'54'51"W (F} 314.15'
S 50'58'54"W (D) 314.71'
d
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A=131.94\
D=10'OO'00"
CB=N OS56'56"W (D)
CHD=131.l7' (D)
LOT 7
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1. THERE ARE alliER EASEMENTS TO
BE VACA fED, SEE BOUNDARY SURVEY
FOR OlliER EASEMENTS.
2_ FOR EXISTING BOUNDARY
INFORMA TION SEE BOUNDARY SURVEY
BY POLARIS INC. DATED 9/24/99.
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EASEMENT
OR BOOK 4131 PAGE 507
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COOPERATIVE EASEMENT
AND MAl TENANCE AGREEMEN T
O.R. BOOK 9513 PAGE 16
LEGEND.
(i _
SIGNIFIES 1.27 AC CITY OF CLEARWATER
FIRE STATION LAND SWAP PARCEL "B"
(TO BE SWAPPED FOR LOT 8)
N Oa'56'56"W 182.08' (D)
N 08-56'42"W 182.10' (F}~...
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N 88'57'02"W 24.49' (D)
N 89'0.3'27"W 24.50'
N 01'02'58"E 6.00' (D)
N 00'24'48"E 5.93' (F)
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PAGE 97-106
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PAGE 1-5
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PAGE 56-60
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PtA r BOCK 5
PAGE 96-100
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AUTHORIZED 10 COMMENCE,
PREPARED FOR.
SHEE T DESCRIP TION.
DESIGNED
UL
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
CLEARW A TEA MALL, LLC
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reI. (121) 384-6000 - Fax. (127)345-4937
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AREA CALCULATIONS
VEHICULAR USE
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42.82 TOTAL ACRES
CONCRETE (ROADWAY)
MISC, IMPERVIOUS
18,09 TOTAL ACRES
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2.67 TOTAL ACRES 10.28 ACRES
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CLEARW A TEA MALL, LLC
C/O THE SEMBLEA COMPANY
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ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
CLEARWATER MALL REDEVELOPMENT
SITE PLAN
2639 McCormick Dr. Cleorwoler FL. 33159
Tel. (727) 724-8422 - For, (7U)124-860G
5858 CENTRAL AVENUE
Sf. PETERSBURG. Fl 33707
Tet, (727) 384-6000 - Far, (727)315-4937
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Clearwater Retail Development
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Clearwater, Florida
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The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust Inc.
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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Clearwater, Florida
Issued for:
Revised
Exterior Elevations
all 8' 16' 32'
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1/6" = 1'-0"
Date: 12/27/2001
\/: \,
to, '
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Clearwater Retail Development
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A2
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust Inc.
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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MATERIALS LEGEND
(0 SMOOTH AND/OR CD TINTED STOREFRONT GLASS
TEXTURED FACE CMU
0) SMOOTH AND/OR TEXTURED CD DECORATIVE TILE/STONE
STUCCO (E.J.F.S. OR VENEER
CEMENTITIOUS STUCCO)
0 PRE FINISHED METAL LIGHT G PAINTED METAL
FIXTURE (SURFACE PERSONNEl/OVERHEAD
MOUNTED) DOORS
0 PRE FINISHED METAL (0 VINYL COATED CHAIN LINK
CANOPY/AWNING FABRIC.
4 ~ 0 TILE AND/OR STUCCO (0 PRE FINISHED METAL
ACCENT MEDALLIONS GUTTERS AND
DOWNSPOUTS.
0 E.J.F.S. CORNICE DETAIL 0
+32'-6" ~ (0 PRE FINISHED STANDING (0
AF.F. SEAM METAL ROOFING
+24'-0. ~
AF,F.
NOTE
~ 4 2 ~4 ~
North Elevation
4
East Elevation
+0' 0"
AF.F.
1. ELEVATIONS SHOWN DEPICT GENERAL DESIGN INTENT ONLY. OVERALL
BUILDING HEIGHTS AND MASSING WILL NOT BE EXCEEDED BUT COLORS
MATERIALS AND DETAILS ARE SUBJECT TO MODIFICATIONS. '
2. SIGNAGE INFORMATION HAS NOT BEEN SHOWN ON THESE
ELEVATIONS BUT WILL BE SUBMITTED LATER WITH THE CITY OF CLEARWATER
COMP~EHENSIVE SIGN P~OG~ APPLICATION.
2
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3 South Elevation ~ ~ D (
CD D DC [nJ
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4 West Elevation
) I )r-- key plan
.........
3
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L:. T_e
.Semb1ep
'~ Cumpany
Issued for:
Revised
Exterior Elevations
0" 8' 16' 32'
.... I I
1/6" = 1'-0"
Date: 12/27/2001
Clearwater Retail Development
Clearwater, Florida
A3
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust I nc,
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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MATERIALS LEGEND
o
o
TINTED STOREFRONT GLASS
SMOOTH AND/OR
TEXTURED FACE CMU
o
0)
DECORATIVE TILE/STONE
VEN EER
SMOOTH AND/OR TEXTURED
STUCCO (E.I.F.S. OR
CEMENTITIOUS STUCCO)
0)
PRE FINISHED METAL LIGHT
FIXTURE (SURFACE
MOUNTED)
G
PAINTED METAL
PERSONNEl/OVERHEAD
DOORS
o
PRE FINISHED METAL
CANOPY/AWNING
(0
VINYL COATED CHAIN LINK
FABRIC.
o
TILE AND/OR STUCCO
ACCENT MEDALLIONS
o
PRE FINISHED METAL
GUTTERS AND
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o
E.I.F.S. CORNICE DETAIL
(0
())
PRE FINISHED STANDING
SEAM METAL ROOFING
o
NOTE
,. ELEVATIONS SHOWN DEPICT GENERAL DESIGN INTENT ONLY. OVERALL
BUILDING HEIGHTS AND MASSING WILL NOT BE EXCEEDED BUT COLORS,
MATERIALS AND DETAILS ARE SUBJECT TO MODIFICATIONS.
2. SIGNAGE INFORMATION HAS NOT BEEN SHOWN ON THESE
ELEVATIONS BUT WILL BE SUBMITTED LATER WITH THE CITY OF CLEARWATER
COMP~EHENSIVE SIGN P~OG~ APPLICATION.
~ +38'-0"
AF.F.
3
@
East Elevation
4~
4
West Elevation
\~ -~ ~:'
\
Issued for:
,;, I_e
/A; Sembler
Y Clmpaoy
Clearwater, Florida
Clearwater Retail Development
Exterior Elevations
all 8' 16' 32'
.... I \
1/611 = 1'-01l
Revised
Date: 12/27/2001
A4
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust Inc.
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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Issued for:
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Clearwater Retail Development
Date: 12/27/2001
Revised
Clearwater, Florida
AS
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5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust Inc.
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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MATERIALS LEGEND
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SMOOTH AND/OR
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VENEER
SMOOTH AND/OR TEXTURED
STUCCO (E.I.F.S. OR
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Clearwater, Florida
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Issued for:
Exterior Elevations
011 8' 16' 32'
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1/611 = 1'-011
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Date: 12/27/2001
Revised
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust I nc,
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
2
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BUILDING HEIGHTS AND MASSING WILL NOT BE EXCEEDED BUT COLORS,
MATERIALS AND DETAILS ARE SUBJECT TO MODIFICATIONS.
2. SIGNAGE INFORMATION HAS NOT BEEN SHOWN ON THESE
ELEVATIONS BUT WILL BE SUBMITTED LATE~ WITH THE CITY OF CLEA~ATE~
COMPREHENSIVE SIGN PROGRAM APPLICATION.
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Clearwater Retail Development
Clearwater, Florida
Issued for:
Exterior Elevations
a" 8' 16' 32'
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1/6" = 1'-O"
[
N
EB
Date: 12/27/2001
Revised
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust I nc,
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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MATERIALS LEGEND
8 SMOOTH AND/OR 0 TINTED STOREFRONT GLASS
TEXTURED FACE CMU
~ ~ CD SMOOTH AND/OR TEXTURED 0) DECORATIVE TILE/STONE
1 STUCCO (E,I.F.S. OR VENEER
1 CEMENTITIOUS STUCCO)
0
PRE FINISHED METAL LIGHT G PAINTED METAL
FIXTURE (SURFACE PERSONNEL/OVERHEAD
MOUNTED) DOORS
0 PRE FINISHED METAL (0 VINYL COATED CHAIN LINK
CANOPY/AWNING FABRIC.
0 TILE AND/OR STUCCO 0 PRE FINISHED METAL
ACCENT MEDALLIONS GUTTERS AND
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0 E.I.F.S. CORNICE DETAIL 0
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/
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NOTE
1
cD
North Elevation
1. ELEVATIONS SHOWN DEPICT GENERAL DESIGN INTENT ONLY. OVERALL
BUILDING HEIGHTS AND MASSING WILL NOT BE EXCEEDED BUT COLORS,
MATERIALS AND DETAILS ARE SUBJECT TO MODIFICATIONS.
2. SIGNAGE INFORMATION HAS NOT BEEN SHOWN ON THESE
ELEVATIONS BUT WILL BE SUBMITTED LATER WITH THE CllY OF CLEARWATER
COMPREHENSIVE SIGN PROGIWv\ APPLICATION.
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East Elevation
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2 West Elevation
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4
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Revised
Exterior Elevations
0" 8' 16' 32'
.... I 1
1/6" = 1'-0"
Date: 12/27/2001
Clearwater Retail Development
Clearwater, Florida
AS
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust Inc,
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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SMOOTH AND/OR
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TINTED STOREFRONT GLASS
o
SMOOTH AND/OR TEXTURED
STUCCO (E.J.F.S. OR
CEMENTITIOUS STUCCO)
o
DECORATIVE TILE/STONE
VENEER
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PRE FINISHED METAL LIGHT
FIXTURE (SURFACE
MOUNTED)
G
PAINTED METAL
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~
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E.J.F.S. CORNICE DETAIL
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+36'-0.
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MATERIALS AND DETAILS ARE SUBJECT TO MODIFICATIONS.
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@ @@@(;) ~
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,;. The
.sembler
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Issued for:
Exterior Elevations
0" 8' 16' 32'
... I I
1/6" = 1'-0"
Date: 12/27/2001
Clearwater Retail Development
Revised
A9
Clearwater, Florida
The Sembler Company
5858 Central Ave
St. Petersburg, Florida 33707
727 384 6000
New Plan Excel Realty Trust I nc,
563 West 500 South, Suite 400
Woods Cross, Utah 84087
801 296 6033
Alfonso Architects
1705 North 16th Street
Tampa, Florida 33605
813 247 3333
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n.
'" UNDERGROUND CABI.E m.EV1SION MARKER :€ = UNDERGROUND mEPHONE PAINT MARK
= CABI.E IDn1S1ON U71UTY BOX W.8. 0- _ T _ .....!!. T.M. 0- '" APPROXlMA 7E LOCA 710N or UNDERGROUND
= POWER POCE TELEPHONE CA8!I WITH TELEPHONE U71UTY BOX
UNDERGROUND TELEPHONE CABLE WARNING MARKER
= O'ffRHEAD LINES T.P. .II '" TELEPHONE POLE
e.P. .II = COM8INA71ON POLE (POWERjPHONE) F.O.M. ~ '" UNDERGROUND F1I1R OP71C UNE WARNING MARKER
LP... = UGIfr POLE F.H. ... ;(0= UNDERGROUND FI8ER OPTIC UNE PAINT MARK
ColP. .II = COM8fNA71ON .t UGHT POLE - il~ -w- ---m&- -'" APPROXlMA7E LOCATION or UNDERGROUND WATER
'" GUY POLE UNE MTH FlRf HYDI?ANT, If A TER VAL y[ b METER
G.P, .II T.s.... '" TRAFFIC SIGN
d:f>. .II '" METER POCE M.B. IZI = MAILBOX
E-- '" GUY WIRE )( )t )( = 6' CHAIN UN/( FENCE UNlESS OTHERWISE NOTED
~ '" ELECTRIC U71UTY BOX (TRANSFORMER) l?J;r~~"ri~i~j~l ASC'~. : ~Z PARKING 80UARD
:€ PI. '" UNDERGROUND POO PAINT MARK 14 ~ <I' t.ll CONe. '" CONCRET[
~ '" ELECTRICAL oum F.D.O, T. = FLORIDA DfJ'ARTMENT or TRANSPOF?TA 710N
SR.D, = STA 7E ROAD DEPARTMENT
IE! '" ElECTRIC U71UTY 80X OR. '" OFFICIAL RfCORD 8OOf(
@ = ELECTRIC METER PolS. = PROFESSIONAL LAND SURVEYOR
):::t: '" DECCRA 71VE LIGHT LEI '" UCENSED BUSINESS NUMBER
+- _ ~ _ +- '" APPROXlMA7E L0CA71ON UNDERGROUND POD UNES O/A = OIlERALL D/MENSICW
@ '" MONITORING IIlli P.O.e. '" PCXNT or COMMENCEMENT
1m '" U71UTY MANHOLE P.O.8. = PCXNT or BEQNNINc
'<tV € =CEN1E1?t.M
l!;] '" PEDESTRIAN CROSSING SIGN R/W '" RIGHT-or-WAY
7.S.B It!ll = TRAFFIC SIGNAL U71UTY BOX ELEV. '" ELNA 710N
T.SF ~ '" TRAFFIC SIGNAL POLE
STORM CURe INLETS F./.R. 0 '" FOUND IRON ROO
AR\ ..@... @.@I. F.I.P. 0 = FOUND IRON PIPE
~ ./' '<J) "--- .L.=J ~ ~ ~ S.IR.o '" SET 1/2. IRON ROO b CAP L8.1611J
[9 '" M/TERm END SECl10N F.C.M.D'" FOUND CONCRF:7E MONUMENT
c(J '" FLARED END SfC710N (P) = 8EARING/DISTANCf PER PLAT
II '" (1?A7E JNlJ:T (D) '" 8EARlNG/DISTANCf PER DEED DESCR1P71ON
@ '" STORM SEWER PIP[ b MANHaE (F) '" 8fARING/DISTANC: PER F1EUJ MEASUREMENT
~ .1e.~ ~'" SANITARY SEWER PIPE. MANHOLE. CLEANOUT b VALVE (C) '" BEARlNG/DISTANCE PER CALCULATION
R.C.P. '" REINFORCED CONCRf7E PIPE 5N-tO 0 = SET NAIL AND BPASS DISK LB/611J
e.M.P. = CORRUGATED MITAL PIPE FN.tD 0 '" FOUND NAIL AND DISK
FNbC 0 '" FOUND NAIL AND CAP
P. V. e. = POLy 'tfN'rt CHLORIDE
OJ.P. '" DUC71LE IRON PIPE TYPICAL SPOT E1EV4 nONS
v.c.P. '" 'tfTRlF1ED CLAY PIPE FLO& ~ = ~ ~:r~P'HOII1V) EDGE or PA~HlEv. 961'
~ - G ~ '" APPROXlMA7E LOCA71ON OF UNDERGROUND EDGE or PAVEMfNT ELEv. 961 .
G. V. U.Gol GAS UNE WITH GAS VAL 'IE. GAS METER . . GROUND ELEV. 95.2""
a. b GAS LINE WARNING SIGN EDGE wpr~~Htf~ ~:~ GROUND ELEv. 95.4
:€ '" BURIED GAS UNE PAINT MARK ' ......
T.V.M. ~
T.Y-B. .
P.P, .II
O.Hol
;,.
NOTE: ONLY COMPLETE SPACES WERE COUNTED
PARKING SPACE TABLE
TYPE OF NO. WITHIN FEE TOTAL EXISTING REQUIRED BY
SPACES OWNED LAND ZONING
REGULAR
I HANDICAPPED
COMPACT
TOTAL
610
3
762**
610
3
613
613
762**
BUILDING SETBACKS PER CITY OF ClEARWATER ZONING CODE
25' TO THE R/W
10' TO THE SIDE
20' TO THE REAR
* CITY OF CLEARWATER CODE LIMITS BETWEEN 25' AND 50' MAXIMUM HEIGHT
DEPENDING ON AMOUNT OF iMPROVEMENTS TO SITE CONTEMPLATED.
** CALCULATED AT 5 SPACES PER 1000 SQUARE FOOT OF USABLE
FLOOR SPACE.
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A.L. T.A./ A.C.S.M. LAND TITLE SURVEY
10-10-00
DATE
REVISED DESCRIPTION & CERTIFICATION
REVISIONS
NO.
SECTION
RANGE 16E.,
17,
TOWNSHIP 29S.,
PINELLAS COUNTY, FLORIDA
DESCRIPTION
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17, RUN
SOUTH 0'23'02" WEST, ALONG THE 40 ACRE LINE, 60.00 FEET; THENCE RUN NORTH 89.46'01" EAST,
ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60 (GULF-TO-BAY BOULEVARD) 415.00 FEET FOR A
POINT OF BEGINNING; THENCE RUN SOUTH 0'21 '26. WEST, ALONG THE WESTERLY LINE OF LOT 1 OF RESUB
OF BASKIN'S REPLAT (SEE PLAT BOOK 24, PAGE 42, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA),
529.81 FEET; THENCE RUN NORTH 69.41'46" EAST, ALONG THE SOUTHERLY LINE OF SAID LOT 1, 68.00
FEET; THENCE SOUTH 39.25'12. EAST, 452.93 FEET; THENCE RUN SOUTH 32.43'49" EAST, 80.00 FEET;
THENCE RUN SOUTH 35'12'39" WEST, 93.74 FEET; THENCE RUN SOUTH 50'58'54" WEST, 270.64 FEET;
THENCE RUN NORTH 53"30'53" WEST, 443.76 FEET; THENCE RUN NORTH 88.56'56" WEST, 194.61 FEET;
THENCE RUN NORTH 1'03'04" EAST, 631.37 FEET; THENCE RUN NORTH 89'46'01" EAST, 371.10 FEET;
THENCE RUN NORTH 0.21'26" EAST, 270.00 FEET: THENCE RUN NORTH 89'46'01" EAST, 40.00 FEET TO
THE POINT OF BEGINNING.
CONTAINING 10.39 ACRES, MORE OR LESS (452,585.258 SQUARE FEET).
NOTES
1. FIELD BEARINGS SHOWN ARE BASED ON THE WEST LINE OF SECTION 17 TOWNSHIP 29 S.,
RANGE 16 L, A~ at:ING N.51'5J5,fl.
2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY
UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS.
UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY
PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION
METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE
FEDERAL HIGHWAY ADMINISTRATION. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND
THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE
PLOTTED TWO FEET OR MORE IN ERROR.
4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH iT WAS INTENDED, WITHOUT
WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO
THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS
TO ANYONE OTHER THAN THOSE CERTIFIED TO.
5. ALL FOUNO POINTS ARE UNMARKED UNLESS OTHERWISE NOTED.
6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY
JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
7. UNLESS OTHERWISE INDICA TED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE
FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH
OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM
FOR THE COMPLETION OF THIS SURVEY.
8. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
125096-0017-D, DATED 8/19/91. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR
HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE
AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE
CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE
ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR
INSURANCE PURPOSES ONLY".
9. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A CHICAGO TITLE
INSURANCE COMPANY, COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER 0007610,
EFFECTIVE DATE JUNE 27, 2000.
THE FOLLOWING ITEMS REFER TO SCHEDULE B, SECTION 2:
ITEMS 1 THROUGH 7 - NOT MATTERS OF SURVEY.
ITEM # 8 - EASEMENT TO CITY OF ST. PETERSBURG RECORDED IN O.R. BOOK 4131, PAGE
570, SHOWN HEREON.
ITEM # 9 - "AGREEMENT AS TO RECIPROCAL EASEMENT AND OPERATING AGREEMENT" AS
RECORDED IN O.R. BOOK 4083, PAGE 827. CAN NOT BE DRAWN.
"CONSTRUCTlON, RECIPROCAL EASEMENT AND OPERATING AGREEMENT" AS
RECORDED IN O.R. BOOK 4100, PAGE 746 AND "FIRST AMENDMENT
CONSTRUCTION, RECIPROCAL EASEMENT AND OPERATING AGREEMENT" AS
RECORDED IN O.R. BOOK 4131, PAGE 1208 AND AMENDED IN O.R. BOOK
9514, PAGE 1800. CAN NOT BE DRAWN.
"MEMORANDUM OF CONSTRUCTION, RECIPROCAL EASEMENT AND OPERATING
AGREEMENT" AS RECORDED IN O.R. BOOK 4131, PAGE 1217, QUIT CLAIM DEED
AS RECORDED IN O.R. BOOK 6811, PAGE 431 AND "ASSIGNMENT AND
ASSUMPTION OF OPERATING AGREEMENT"" AS RECORDED IN O.R. BOOK 6811,
PAGE 434 AND "AFFIDAVIT" AS RECORDED IN O.R, BOOK 8841, PAGE 975.
CAN NOT BE DRAWN.
ITEM #12 - NOT A MATTER OF SURVEY
ITEM #10 -
ITEM #11 -
iTEM #13 - "EASEMENT" TO FEDERATED DEPARTMENT STORES AS RECORDED IN O.R, BOOK
4411, PAGE 1204, RECIPROCAL EASEMENT AND OPERATION EASEMENT FOR USE,
REPLACEMENT, ALTERATION, REMOVAL, MAINTENANCE AND REPAIR OF EXISTING
SIGNS AND APPURTENANCES FOR DECORATIVE FURRING AROUND COLUMNS. CAN
NOT BE DRAWN.
10. THE DESCRIPTION SHOWN HEREON DESCRIBES THE SAME LAND AS THE DESCRIPTION INCLUDED
IN THE LAWYERS TITLE COMPANY TITLE REPORT REFERENCED IN NOTE #9, ABOVE.
11. THE PINELLAS COUNTY, FLORIDA TAX APPRAISER PARCEL NUMBER FOR THE PROPERTY SHOWN
HEREON IS 17/29/16/00000/310/0200.
CERTIFICATION
TO: NEW PLAN REALTY TRUST, INC. AND LAWYERS TITLE INSURANCE CORPORATION.
THE UNDERSIGNED CERTIFIES TO THE BEST OF HIS PROFESSIONAL KNOWLEDGE, INFORMATION AND
BELIEF THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN
ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR AL TA/ACSM LAND TITLE
SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1992; (II) IN ACCORDANCE
WITH THE !!~URVEY ~EQUIREMENTS FOR NEW PLAN E~CEL REAL TV TRUST, INC. - DATED OCT08ER
15, 1998," INCLUDING ITEMS 1, 2, 3, 4, 6, 7(A), 7(B)(1). 8, 9, 10, 11, 14, 16, 17 AND
22 OF TABLE "A" SPECIFICALLY DEFINED THEREIN, AND (III) PURSUANT TO THE ACCURACY
STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS
CERTIFICATION) OF AN URBAN SURVEY AND FURTHER MEETS THE TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
ADDITIONALLY, THE UNDERSIGNED CERTIFIES THAT THE PREMISES SHOWN HEREON IS A TRUE AND
CORRECT PLAT OF THE PROPERTY DESCRIBED HEREON; THAT THE BUILDINGS THEREON ARE LOCATED
WITH RESPECT TO PROPERTY BOUNDARIES AS SHOWN; THAT THERE ARE NO ELECTRIC OR TELEPHONE
WIRES (EXCLUDING THOSE WHICH SERVE THE PREMISES ONLY) OR STRUCTURES OR SUPPORTS
THEREFOR ON OR OVER SAID PREMISES EXCEPT AS SHOWN; THAT ALL RIGHTS-OF-WAY, EASEMENTS
OR JOINT DRIVES OVER OR ACROSS SAID PREMISES VISIBLE ON THE SURFACE ARE SHOWN; THAT
THE PREMISES SURVEYED DO NOT ENCROACH ON THE ADJOINING PROPERTY AND~ TRA T THE ADJOINING
PROPERTY DOES NOT ENCROACH ON THE PREMISES SURVEYED EXCEPT AS SI:I,Q~\YN,;jAND THAT 1HE
BUILDING HAS ADEQUATE RIGHTS AND ACCESS TO THEIR LOADING AND UNLQ'Al;l.II'ro;AREA&. '
,""'........,. '~'~',
;' "tt;';,;;"""';If~. '-~'IJ, .
~It' , ~ ; ,1~ ',' .. . ,~~
fJ ; 'v~.., "'S'--, 0' .7....~'"
J ;.....: ",'''').1.40'',''
- C . t..,., ,~' to' 1;:)'4 -
~ 0 ~ :i>v'; , ~;r"lo' ~" "',,.
R GISTRA TI~N N~. 4053 : 'o~ : -1.\):;::' ~~ :~ ~~.
THIN THE STATE OF FLORIDA ~ ~,'~ '-.~'r ~ 1~' 9. ~"::
~ to S+N ~. -r>II!:' H'L "". '",," I" ::- (.') '.."" .
I 'WI'.......... "A .
,^~t~r.~~:"'~,:"... \ ~ '\
"~~,1{'" '!l ft-' <~'i
~ y , ....
PROJECT:
,;,,~f
~t.,#"
'.",DEe 1 9 2001
TYPE OF SURVEY:
BOUNDARY
PREP ARED FOR:
NEW PLAN
AL TY TRUST, INC.
POLARIS ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S,R, 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
DATE
08-28-00
JOB NO.
002-1463
SCALE:
1" = 50'
SHEET
1 OF 1
DRA WN BY:
JDF
CHECKED BY:
JOD
.........
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~".,... ~39/: / -"""':ASEMENT O.R, BOOK 4453. PAC;;:: :O~~ '\'
. ~ i .. '" \\\" . .. /' FN""" _ _ -"
~: ~ -J l(j"'A.O~ u~\~p .w. ~., ~JETI v-- - -
)If . ;~EMENTO.~53. PAGE: 400~ ~7 JY 9 -
;/I,,1? <.V , 395,/
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x Ji~v~= ~ ~ I/, I ~ \GRATE ELEV ~ ~~' '/ ATE = 43
. , ;/\~)@{" ~ r~';'~ ~7 ~:I~~
1/ I f '};i?t\ ~~ 39.39 '1.. If /! ^ SE INV = 27,
~,( Q:jff~' , 2~'/llfflZfl6-
\ -'1<.. ~v..;:;. SPK ft> /!/ ) I /} 38.67
,,39.7.J. ,^y PK / /1 /J SPK
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NE INY, ~ 3152 'r-'-...SW r~\ t~
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E INV, = 3145 /.:::::.... /(9 '" "
. ~~, \ Or~ ~,; O~.
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. ~~3 h, ~ 35.Z~ ~5.63 ~~~~' ~7" 9'
, 34,. 24 35.~i28 35.57 \: 35.55 1 O' FLORI~ POWE R CORPORA llON
f)) d//I/ /, L~---- ---- ~=':z '71 ~ 9 EASEME ~T O.R. BOOK~4453. PAGE
V I /' ~ 35.971F;Nk'ht8435 ~~ , 9"
.~' A 35~<;L~r' 3S: ~O 3635
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/ 35. 3S~80 <0 P.~
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EASEMENT FOR WELL WATERMAINS "I'''''' i<5~ 'in
18 AND PIPES O'R"~OK:: 4399 PAGE 1601 ~07
X 33.47 fo 3260 'I:!,
oI'<Vx 32.4 ":' A?
I " ~ %39 33.
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~ 0) ~ ~ i2.89
33.44 47 327
32 288
FIP1"LS 42 /33.10
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T 32,93 /
33.~
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4' WALL EASEMENT
O.R. BOOK 4174 PAGE 1956 17
~~~39"__ .
/ OR 0 ~a# ld9ation 1
1 -.#ey;r~ per
I of a as
X 38.85
X 38.59 B 11 R Dj II g~/;t sf X 35.71
/Z"'-./' J ~ I I' ::/! iNljO T
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'" ~ 1/ / 135155 I I
It'-- RAlf FI FV ~ ,Nrf5 S PK ~
N SW INV = 34.17 ~' 0'0 /
jA..,......... r <0 .00
'/' --- A 16 / '09 CITY OF ST. PETERSB G WATER LINE
o J 19" @ .-1 ~' EASEMENT O.R. BOOK" 131 PAGE 570
o "--" @ -"" 'I! ~
I ~ / 7
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PARCEL I:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS:
FROM THE SOUTHWEST CORNER OF SAID SECTION 17, RUN SOUTH 88'57'02H EAST, ALONG
THE SOUTHERLY LINE OF SAID SECTION 17, 100.00 FEET: THENCE RUN NORTH 1"03'04" EAST,
ALONG THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 55 (U.S. HIGHWAY 19) AND PARALLEL TO THE
WESTERLY LINE OF SAID SECTION 17, 860.00 FEET: THENCE RUN SOUTH 88'57'02" EAST, 100.00 FEET
FOR A POINT OF BEGINNING: THENCE RUN NORTH 1'02'58H EAST ALONG THE EASTERLY RIGHT-OF-WAY LINE
OF STATE ROAD 55, AS PER DEED RECORDED IN O.R. BOOK 3476, PAGE 925, PINELLAS COUNTY RECORDS,
6.00 FEET; THENCE RUN NORTH 88'57.02H WEST, ALONG SAID RIGHT-OF-WAY LINE, 24.49 FEET; THE!\'CE
RUN NORTH 48'20'20" WEST, ALONG SAID RIGHT-OF-WAY LINE. 39.95 FEET; THENCE RUN
NORTH 8'56'56" WEST, ALONG SAID RIGHT-OF-WAY LINE, 182.08 FEET: THENCE RUN NORTHWESTERLY ALONG
SAID RIGHT-OF-WAY LINE ON A CURVE TO THE RIGHT OF 755.94 FEET RADIUS (CHORD BEARING
NORTH 3"56'56" WEST, CHORD DISTANCE 131.77 FEET) 131.94 FEET: THENCE RUN
NORTH 1'03'04" EAST, ALONG SAID RIGHT-OF-WAY LINE, 495.89 FEET; THENCE RUN NORTH 00'28'32"
EAST ALONG SAID RIGHT-OF-WAY LINE, 200.00 FEET; THENCE RUN NORTH 1'03'04" EAST, ALONG SAID
RIGHT-OF-WAY LINE (SAID LINE BEING PARALLEL TO, AND 100.07 FEET EASTERLY OF, THE WESTERLY LINE
OF SAID SECTION 17), 573.94 FEET: THENCE RUN NORTH 3'20'30" EAST, ALONG SAID RIGHT-OF-WAY
LINE, 50.04 FEET: THENCE NORTH 11'15'18" EAST, ALONG SAID RIGHT-OF-WAY LINE, 23.05 FEET:
THENCE RUN NORTH 45'24'32" EAST, ALONG THE RIGHT-OF-WAY LINE AT THE SOUTHEASTERLY CORNER OF
THE INTERSECTION OF STATE ROAD 55 AND STATE ROAD 60 (GULF- TO-BAY BOULEVARD), 119.90 FEET; THENCE
RUN NORTH 89'46'01" EAST, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60 AS PER DEEDS
RECORDED IN O.R. BOOK 3476, PAGES 923 AND 925. AND O.R. BOOK 3511, PAGE 423, AND OTHER DEEDS
(SAID LINE BEING 60 FEET SOUTHERLY OF AND PARALLEL TO THE EAST-WEST CENTER LINE OF SAID
SECTION 17), 1563.41 FEET: THENCE RUN SOUTH 0'21'26" WEST, ALONG A LINE PARALLEL TO
AND 40 FEET WESTERLY OF THE WESTERLY LINE OF LOT 1, OF RESUB OF BASKIN'S REPLA T (SEE PLAT
BOOK 24, PAGE 42, PUBLIC RECORDS OF P!NELLAS COUNTY, FLORIDA), 270.00 FEET: THENCE RUN
SOUTH 89.46'01" WEST, 371.10 FEET: THENCE RUN SOUTH 1'03'04H WEST, 261.37 FEET: THENCE RUN
NORTH 88'56'56" WEST, 60.00 FEET: THENCE RUN SOUTH 1'03'04" WEST, 40.00 FEET; THENCE RUN
NORTH 88.56'56" WEST, 20.00 FEET; THENCE RUN SOUTH 1'03'04" WEST, 27.00 FEET; THENCE
RUN NORTH 88'56'56" WEST, 94.00 FEET: THENCE RUN SOUTH 1'03'04" WEST, 269.00 FEET: THENCE
RUN SOUTH 88'56'56" EAST, 174.00 FEET: THENCE RUN SOUTH 1'03'04" WEST, 34.00 FEET: THENCE
RUN SOUTH 88"56'56" EAST, 194.61 FEET: THENCE RUN SOUTH 53"30'53" EAST, 443.76 FEET; THENCE
RUN NORTH 50'58'54" EAST, 270.64 FEET; THENCE RUN NORTH 35,2'39" EAST, 93.74 FEET: THENCE
RUN NORTH 32"43'49" WEST, 35.00 FEET; THENCE RUN NORTH 57,6'11" EAST, 27.44 FEET: THENCE
RUN NORTH 0"13'59" WEST, 480.04 FEET: THENCE RUN SOUTH 39'01'06" EAST, 79.82 FEET; THENCE
RUN SOUTH 0"13'59" EAST, 502.41 FEET: THENCE RUN SOUTH 50'58'54" WEST, 363.54 FEET; THENCE
RUN SOUTH 43'11'54" EAST, 65.23 FEET: THENCE RUN SOUTH 36'29'07" WEST, 439.88 FEET; THENCE
RUN NORTH 53"30'53" WEST, 550.00 FEET; THENCE RUN SOUTH 36'29'07" WEST, 652,05 FEET; THENCE
RUN NORTH 88'57'02" WEST, 742.58 FEET TO THE POINT OF BEGINNING;
LESS THE FOLLOWING DESCRIBED PORTION THEREOF:
FROM THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, RUN
NORTH 01'03'04" EAST, ALONG THE WESTERLY LINE OF SAID SECTlON 17, 1470.91 FEET,
THENCE RUN SOUTH 88'56'56" EAST, 102,07 FEET FOR A POINT OF BEGINNING: THENCE RUN
NORTH 01'03'04" EAST, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 (STATE
ROAD 55), 227.57 FEET: THENCE RUN NORTH 00.28'32" EAST, CONTINUING ALONG SAID RIGHT-
OF-WAY LINE 157.43 FEET: THENCE RUN SOUTH 88'51'13" EAST, 275.20 FEET; THENCE RUN
SOUTH 36'29'07" WEST, 471.94 FEET TO THE POINT OF BEGINNING.
PARCEL II: INTENTIONALLY OMITTED
lATE ~v. ~ 33,9
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15' STORMWATER EASEMENT AGREEMENT ~
O,R. BOOK 9210 PAGE 1995 'e!J
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COOPERAllVE EASEMENT AND MAINTENANCE AGREEMENT 54
O.R. BOOK 9513 PAGE 16
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PARCEL III:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17,
RUN NORTH 89'46'01" EAST, ALONG THE EAST-WEST CENTER LINE OF SAID SECTION 17;
7.87 FEET: THENCE RUN SOUTH 1'03'04" WEST, 591.44 FEET FOR A POINT OF BEGINNING; THENCE
CONTINUE SOUTH 1'03'04" WEST. 336.00 FEET: THENCE RUN NORTH 88'56'56" WEST, 174.00 FEET;
THENCE RUN NORTH 1'03'04" EAST, 269.00 FEET; THENCE RUN SOUTH 88'56'56" EAST, 94.00 FEET;
THENCE RUN NORTH 1'03'04" EAST, 27.00 FEET; THENCE RUN SOUTH 88"56'56" EAST, 20 FEET: THE!\;SE
RUN NORTH 1'03'04" EAST, 40.00 FEET: THENCE RUN SOUTH 88'56'56" EAST, 60.00 FEET TO THE
POINT OF BEGINNING.
X 35.56
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5"5"
TREE LEGEND
8"9"
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8"10'
P.P/
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>>
~I
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w,
(f)'
12" @ ~ 12" OAK TREE
12' @ ~ 12" mLLOW TREE
12' ~ = 12" ORNAMENTAL TREE
12" ~ = 12" PALM TREE
12" ~ = 12" BAY TREE
12" f# = 12" MAGNOLIA TREE
12" ~ = 12" CITRUS TREE
12" ~ = 12" EUCALYPruS TREE
12' ~ = 12" SYCAMORE TREE
12" . = 12" PINE TREE
12" ~ ~ 12" CEDAR
12" <J = 12" ELM TREE
12" <$J ~ 12" MAPLE TREE
12" ~ ~ 12" WAX MYRTLE TREE
12" <4 = 12" OTHER SPECIES
12' ~ = 12" CYPRESS TREE
12" . ~ 12" PECAN TREE
12" @= 12" BomE BRUSH TREE
12' @ = 12" CAMPHOR TREE
12" @= 12" CHINABERRY TREE
12' 0- 12" PERSIMMON TREE
~
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LEGEND OF SYMBOLS
AND ABBRE VIA TIONS
...H
. = UNDERGROUND WA TER MAIN MARKER
11.
i-UNDERGROUND TaEPHONt. PAINT MARK
T.U.B. 0- _ T _ -E. T.M, 0- = APPROXlMA 7f: LOCA TlON OF '!NDERGROUND
TELEPHONE CABLE 1t17H TElEPHONE UTlUTY BOX
UNDEI?GROUND TELEPHONE C48LE WARNING MARI<V?
r.p, .. = TELEPHONE POLE
F.O.M. ~ = UNDERGROUND FIBER OPTIC UNE WARNING MARKER
1'0= UNDERGROUND FIBER OP7IC LINE PAINT MARK
lll.
F.H.... i = UNDERGROUND WATER UNE PAINT MARK
- JJY.~ -w- --ll!1lf- -= APPROXlMA7f: LOCATION OF UNDERGROUND WATER
UN[ 1t17H FIRE HYDRANT. WATERVAL ~ &- METER
r.s.... = TRAme SIGN
M.8. C!El = MAILBOX
)( = 6' CHAIN UNK FENCE UNLESS 07HER'MSE NOTED
'. ",. = PARKING POST ffi BOLLARD
CONC. I~ d' J I = CONCR[7f:
ASPH rr.(;i;{;~%.;~~il = ASPHAL T
F.D.O. r. = FLORtDA DEPAR1MENT OF TRANSPORTA TION
S.R.D. = STA7f: ROAD DEPAR7MfNT
O.R. = omClAL RECORD BOO<
PoLS. = PROFESSIONAL LAND SURVEYOR
LBI = LJCENS[() BUSINESS NUMBER
O/A = OVERALL DlNENSION
P.O.C. = POINT OF COMMENCEMENT
P.O,8. = POINT OF BEGINNING
f = CENTERUNE
R/W = RIGHT-or-WAY
EI.EY. = ELEVA TI()f
FIR 0 = FOUND IRON ROD
FlP 0 = FOUND IRON PIPE
SIR 0 = SET 1/2" IRON ROD &- CAP L8.1611J
FCM 0 = FOUND CONCRETE MONUMENT
SN.tD 0 = SET NAIL AND BRASS DISK LBI611J
FN.tD 0 = FOUND NAIL AND DISK
(P) = BEARlNG/DfSTANCE PER PlAT
(D) = BEARlNG/DISTANCE PER DW DESCRIPTION
(F) = BEARlNG/DISTANCE PER F1D1! MEASUREMENT
(C) = BEARING/DISTANCE PER CALCULATION
TYPICAL SPOT ELEVA nONS
TOP OF CURB EI.EY. (IF SHOWN)
FLO'rttINE OF CURB mY. ~:16g EDGE OF PA V[MENT [LEV. 96.18~
EDGE OF PA~MENT [LEV. 96. B", """"un EI.EY. 952
't' I>''WVIlU. ~
EDGE Wpr~H!5~. ~:fC'\.. GROUND ELEV. 95.2+
;
o = REFLECTffi POST
~ = WA TER SPRINKLER VAL ~
r. V.M. ~ = UNDERGROUND CABLE TELEVlSl()f MARKER
t v.e. . = CABLE TELEV1S1ON UTlUTY BOX
PP... = PO'IIfR POLE
,,, = OVERHEAD UNES
CP... = COMBINATION POLE (POWER/PHONE)
.. = LIGHT POLE
CLP,,, = COMBINA TlON &: UGHT POLE
GP," = GUY POLE
/l.P, .. = METER POLE
E-- = GUY It1RE
~ = ELEC7RIC UTlUTY BOX (TRANSFffiMER)
i PI. = UNDERGROUND POWER PAINT MARl<
:0: = ElECTRICAL OU71.ET
IllI = ElECTRIC UTlUTY BOX
@ = ElECTRIC METER
)::t: = DECffiAn~ UGHT
-+- - .t- - -+- = APPROXlMA7f: LOCATION UNDERGROUND PO'IIfR LINES
@ = MONITORING lIfLL
i@ = UTILITY MANHOLE
l!J = PEDESTRIAN CROSSING SIGN
TSB. lSII = TRAFFIC SIGNAL UTlUTY BOX
TSP. ~ = TRAmC SIGNAL PM
STORM CURB INLETS
~~~~~~
C9 = M!TERfl) END SEcnON
c1J = FLARED END SECTION
II = GRA7f: INLET
""--@ = STORM SEItffi PIPE &- MANHOLE
~ .1;C~ ~= SANITARY SEItffi PIPE, MANHOLE. CI.EANOUT &- VAL~
R.C.P. = REINFORCED CONCRETE PIPE
C.AI.P. = CORRUGA TED METAL PIPE
P. V. C. = POL Y 'r1NY/. CHLORIDE
D.lP. = DUCTILE IRON PIP[
V. CP. = 'r1TR1F1ED CLA Y PIP[
---t>o<r- G ~ = APPROXlMA 7f: LOCAl1ON OF UNDERGROUND
G. V. U.GL GAS UNE 1t17H GAS VAL \14 GAS METER
Gt It GAS UN[ WARNING SIGN
i = BURIED GAS UNE PAINT MARl<
O.HL
PARCEL IV
)(
)l
CERTIFICATION
ALTA/ACSM LAND TITLE SURVEY
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCR!BED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17, RUN
SOUTH 0.23'02" WEST, ALONG THE WESTERLY LINE OF THE SAID NORTHEAST 1/4 OF SOUTHWEST 1/4,
60.00 FEET: THENCE RUN NORTH 89'46'01" EAST, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE
OF STATE ROAD 60 (GULF- TO-BAY BOULEVARD), 415.00 FEET: THENCE RUN SOUTH 0'21'26H WEST, ALONG
THE WESTERLY LINE OF LOT 1 OF RESUB OF BASKIN'S REPLA T (SEE PLAT BOOK 24, PAGE 42, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA), 529.81 FEET; THENCE RUN NORTH 69'41'46" EAST, ALONG THE
SOUTHERLY LINE OF SAID LOT 1, 68.00 FEET FOR A POINT OF BEGINNING: THENCE CONTINUE NORTH
69'41'46" EAST, 344.45 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1: THENCE RUN SOUTH
39.01'06" EAST, 15.96 FEET: THENCE RUN SOUTH 013'59" EAST, 480.04 FEET; THENCE RUN SOUTH
57'16'11" WEST, 27.44 FEET: THENCE RUN NORTH 32'43'49" WEST, 45.00 FEET: THENCE RUN NORTH
39'25'12" WEST, 452.93 FEET TO THE POINT OF BEGINNING;
LESS THAT PART CONVEYED TO CITY OF CLEARWATER BY WARRANTY DEED RECORDED IN O.R. BOOK 4272, PAGE
1503 (RE-RECORDED IN O.R. BOOK 4302, PAGE 1562), PINELLAS COUNTY RECORDS.
CERTIFIED TO: WILTON PARTNERS
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE
(i) IN ACCORDANCE WITH '.MINIMUM STANDARD DETAIL REQUIREMENTS FOR AL TA/ACSM LAND TITLE SURVEYS"
JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1997, AND INCLUDES ITEMS 1-5,
8, 10, 11 OF TABLE A THEREOF, AND (n) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY
ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY.
AND FURTHER MEETS THE TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND
SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
~
V.-o.G.f2.
--..
09/24/99
DATE OF SURVEY
OHN O. DIEHL, P.L.S. .7"0 1',';- ,
FLORIDA REGISTERED LAND SU~~~~;1\:~Ot~,~
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DATE
APP'D
POLARIS ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S.R, 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
MALL
ADDED BANK SITE
WIL TON
PARTNERS
CLEARWATER
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THAT PART OF TRACT 1, A RESUB OF BASKIN'S REPLAT, AS RECORDED IN PLAT BOOK 24, PAGE 42, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND RUN THENCE NORTH 89.46'01" EAST, ALONG THE EAST-WEST CENTER LINE
OF SAID SECTION 17, 415.0 FEET: THENCE SOUTH 0'21'26" WEST, 50.00 FEET: THENCE CONTINUE SOUTH
0'21'26" WEST, 469.02 FEET FOR A POINT OF BEGINNING; RUN THENCE NORTH 39'46'14" EAST, 192.95
FEET; THENCE RUN SOUTH 69'41'36" WEST, 206.20 FEET; THENCE RUN NORTH 0'21'26H EAST,
70.79 FEET TO THE POINT OF BEGINNING.
PARCEL VI
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE SOUTHEASTERLY CORNER OF LOT 1, OF A RESUB OF BASKIN'S REPLA T IN PLAT BOOK 24, PAGE 42,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN SOUTH 39'01'06" EAST, 95.78 FEET FOR A
POINT OF BEGINNING: FROM THE ABOVE REFERENCED POINT OF BEGINNING, RUN THENCE SOUTH 39'01'06"
EAST, 391.64 FEET: THENCE RUN SOUTH 50'58'54" WEST, 314.71 FEET; THENCE RUN NORTH 0013'59"
WEST, 502.41 FEET TO THE POINT OF BEGINNING.
AND
BURDINES SITE EASEMENT:
COMMON AREA EASEMENTS FOR PARKING, SIDEWALKS, WALKWAYS, ROADWAYS, COMMON FACILITIES,
IMPROVEMENTS, AND OTHER USES GRANTED UNDER THAT MEMORANDUM OF CONSTRUCTION, RECIPROCAL EASEMENT
AND OPERATION AGREEMENT BETWEEN FEDERATED DEPARTMENT STORES, INC. , AND CLEARWATER MALL, INC.,
DATED JANUARY 31, 1974, RECORDED FEBRUARY 1, 1974, IN O.R. BOOK 4131, PAGE 1217, PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA, OVER THE LANDS DESCRIBED BELOW:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17, RUN
SOUTH 0.23'02" WEST, ALONG THE 40 ACRE LINE, 60.00 FEET; THENCE RUN NORTH 89'46'01" EAST,
ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60 (GULF- TO-BAY BOULEVARD) 415.00 FEET FOR A
POINT OF BEGINNING: THENCE RUN SOUTH 0'21'26" WEST, ALONG THE WESTERLY LINE OF LOT 1 OF RESUB
OF BASKIN'S REPLAT (SEE PLAT BOOK 24, PAGE 42, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA),
529.81 FEET; THENCE RUN NORTH 69'41'46" EAST, ALONG THE SOUTHERLY LINE OF SAID LOT 1, 68.00
FEET; THENCE SOUTH 39'25'12" EAST, 452.93 FEET: THENCE RUN SOUTH 32'43'49" EAST, 80.00 FEET;
THENCE RUN SOUTH 35'12'39" WEST, 93.74 FEET; THENCE RUN SOUTH 50.58'54" WEST, 270.64 FEET;
THENCE RUN NORTH 53"30'53" WEST, 443.76 FEET; THENCE RUN NORTH 88'56'56" WEST, 194.61 FEET:
THENCE RUN NORTH 1.03'04" EAST, 631.37 FEET; THENCE RUN NORTH 89.46'01" EAST, 371.10 FEET:
THENCE RUN NORTH 0'21'26H EAST, 270.00 FEET: THENCE RUN NORTH 89'46'01" EAST, 40.00 FEET TO
THE POINT OF BEGINNING.
AND
BANK SITE:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE SOUTHWEST CORNER OF SAID SECTION 17, RUN NORTH 01'03'04" EAST, ALONG THE WESTERLY
LINE OF SAID SECTlON 17, 1470.91 FEET; THENCE RUN SOUTH 88'56'56" EAST, 102.07 FEET FOR A
POINT OF BEGINNING: THENCE RUN NORTH 01'03'04" EAST, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF
U,S, HIGHWAY 19 (STATE RQAQ 22), 227,27 FEETi THENCE RVN NORTH QQ'28'~2" EAST, CONT!NV!NG
ALONG SAID RIGHT-OF-WAY LINE, 157.43 FEET: THENCE RUN SOUTH 88.51'13" EAST, 275.20 FEET:
THENCE RUN SOUTH 36'29'0;- WEST, 471.94 FEET TO THE POINT OF BEGINNING.
T Y P E
SURVEY:
DATE:
09/15/99
1" - 40'
o F
BOUNDARY, TOPOGRAPHIC,
DES 1 GN SUR VE Y
TREE
&
SCALE:
PROJECT
NUMBER
001-1463
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POLARIS ASSOCIA TES
PROFESSIONAL SURVEYING
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CLEARWA TER, FLORIDA 33759
(727) 669-0522
.
INC.
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2. LEGAL DESCRIPTION
3. EASEMENT RIGHTS
4. TITLE REPORT
5. BAS IS OF FIE LD
BE ARINGS
6. ARE AS
40
I
7. FLOOD HAZARD
8. PARKING
9. EFFECT OF
~
10. EFFECT OF
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11. EFFECT OF
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12. EFFECT OF
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13. EFFECT OF
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COMMENTS
WERE ESTABLISHED BASED UPON A FIELD SURVEY FROM
RECOVERED COUNTY AND PRIVATE SURVEY MONUMENTS WHOSE
CHARACTER AND SOURCE ARE SO NOTED ON THE SURVEY.
TAKEN FROM THE FURNISHED TITLE POLICY.
PLOTTABLE EASEMENTS ARE SHOWN FROM AN OWNER SUPPLIED
TITLE POLICY. NON-PLOTTABLE EASEMENTS ARE NOTED ON THE
SURVEY AS HAVING "EFFECT OF". BECAUSE OUR SERVICE IS
LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE STRONGLY
RECOMMEND LEGAL COUNCIL BE RETAINED TO REPORT ON TITLE
PAPERS IN THEIR ENTIRETY.
&
FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO:
FA-C-942, AGENTS FILE NUMBER: FL97-733 (4TH REVISION)
EFFECTIVE DATE: NOVEMBER 3, 1997 @ 05:00 P.M., ISSUED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, 25400 U.S.
HIGHW A Y 19 NORTH, SUITE 212, CLE ARW ATE R, FLORIDA,
34623, (813)797-4166, AnN: KENNETH C. ROSSBURG.
INDICATES TITLE POLICY SCHEDULE B, SECTION II EXCEPTION
NUMBE R.
FIELD BEARINGS SHOWN ARE BASED ON THE WEST LINE OF
SECTION 17, TOWNSHIP 29S., RANGE 16E., BEING
N. 01"03'04" E.
PARCEL I
PARCEL III
PARCEL IV
PARCEL V
PARCEL VI
56.2688 AC.
1.1792 AC.
1.8686 AC.
0.1568 AC.
1.4147 AC.
TOTAL FEE SIMPLE (NET)
BURDINES SITE EASEMENT
BANK SITE EASEMENT
60.8881 AC.
10.3899 AC.
1.2120 AC.
MALL SITE (GROSS)
72.4900 AC.
THE SITE APPEARS TO BE IN FLOOD ZONE X (AREAS
DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN),
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
125096-0017-0, DATE D 8-19-91.
THE PARKING COUNT INCLUDES THE SPACES ON ALL OF THE
PARCELS SHOWN HEREON. PLEASE NOTE THAT LARGE PORTIONS
OF THE PARKING LOT IN THE SOUTHEAST QUADRANT OF THE
MALL SITE HAS BEEN RE-SEALED WITH A BLACK SEALANT. THE
PARKING STRIPES HAVE NOT BEEN RE-STRIPED BUT ARE
SOME WHA T VIS IBLE THROUGH THE SEALANT. THE S TRIPPING IN
GENERAL IS IN POOR CONDITt ON.
STANDARD SPACES
HANDICAP SPACES
3962
55
TOTAL
4027
"AGREEMENT AS TO RECIPROCAL EASEMENT AND OPERATING
AGREEMENT" AS RECORDED IN O.R. BOOK 4083, PAGE 827. AS
TO PARCELS I, III & IV.
"CONS TRUCTlON. RE CIPROCAL E AS E ME NT AND OPE RATING
AGREEMENT" AS RECORDED IN O.R. BOOK 4100, PAGE 746 AND
"FIRST AMENDMENT CONSTRUCTION, RECIPROCAL EASEMENT AND
OPERATING AGREEMENT" AS RECORDED IN O.R. BOOK 4131,
PAGE 1208. AS TO PARCELS I AND BANK SITE EASEMENT.
"MEMORANDUM OF CONSTRUCTlON, RECIPROCAL EASEMENT AND
OPERATING AGREEMENT" AS RECORDED IN O.R. BOOK 4131,
PAGE 1217, QUIT CLAIM DEED AS RECORDED IN O.R. BOOK
6811, PAGE 431 AND "ASSIGNMENT AND ASSUMPTION OF
OPERATING AGREEMENT"" AS RECORDED IN O.R. BOOK 6811,
PAGE 434 AND "AFFIDAVIT" AS RECORDED IN O.R. BOOK 8841,
PAGE 975. AS TO PARCELS I, III, IV AND BURDINES SITE
EASEMENT.
"EASEMENT" TO FEDERATED DEPARlMENT STORES AS RECORDED
IN O.R. BOOK 4411, PAGE 1204, RECIPROCAL EASEMENT AND
OPERATION EASEMENT FOR USE, REPLACEMENT, ALTERATION,
REMOVAL, MAINTENANCE AND REPAIR OF EXISTING SIGNS AND
APPURTENANCES FOR DECORATlVE FURRING AROUND COLUMNS, AS
TO PARCEL 1 AND BURDINES SITE EASEMENT.
"EASEMENT AGREEMENT" AS RECORDED IN O.R. BOOK 7172,
PAGE 1500. THIS IS A BLANKET EASEMENT TO THE CITY OF
CLEARWATER FOR WATER AND GAS MAINS. 10' EASEMENT (5'
EACH SIDE) EXISTlNG WATER AND GAS MAINS UP TO AND
INCLUDING HYDRANTS AND METERS, EXCLUDING ANY PORTION
LYING BENEATH ANY BUILDINGS. AS TO PARCELS I, III, IV
& V.
15. SURVEY NOT VALID UNLESS EMBOSSED WITH THE SURVEYOR'S SEAL.
16. EXCEPT AS SHOWN, NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR
EXISTENCE OF ANY UNDERGROUND ENCROACHMENTS,IMPROVEMENTS, STRUCTURES, OR
FOUNDATIONS.
17. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED,
WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND
WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO
GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO.
18. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED.
19. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY
ENVIRONMENTALLY HAZARDOUS OR JURISDICTIONAL AREAS.
20, E XIS TING SITE IMPROVE ME NTS SHOWN HE RE ON WE RE PRODUCE D UTlLlZING
PHOTOGRAMETRIC METHODS AND THE ACCURACY OF SUCH IS IN ADHERENCE TO
ACCEPTED MAP ACCURACY STANDARDS FOR REMOTE SENSING.
21. ELEVATIONS SHOWN HEREON ARE BASED ON PINELLAS COUNTY BENCH MARK #404
ELEVATION = 54.634 (CAMPUS D) AND BENCH MARK #402 ELEVATION"" 71.638 (CAMPUS E)
AND ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929. CONTOURS
AND SPOT ELEVATIONS WERE TAKEN FROM AERIAL PHOTOGRAMMETRY AS SUPPLIED BY
P.T.1. PHOTOGRAMMETRIC TECHNOLOGIES INC., DATED SEPTEMBER 23, 1999 AND
SUPPLEMENTED BY GROUND VERIFICATION.
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NUMBER
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FILES
DRAWN
oJr
CHECKED
dhr
-i~
POLARIS ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
PREPARED
FOR:
PROJECT:
TYPE OF SURVEY:
DATE:
09/15/99
1" = 40'
SHEET
3
,IN\ 1463\ 1463NWpg3.DWG
1463WE S T.CRD
1
REV
12-17-01 ADDED BANK SITE
DATE
WILTON
PARTNERS
CLE ARW ATE R MALL
BOUNDARY, TOPOGRAPHIC, TRE E
DES I GN SUR VE Y
&
SCALE:
APP'D
PROJECT
NUMBER
OF 4
BY
001-1463
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!'I ~~~ : ~~~{\ ,(;';.:g:) ~ II .. 1:/ n p '9'~lr' 12" ~ ~ X 3534 .j" _ ~ 19"" 36.2;32() EASEMENl\ O.R. BOOK 41391 PAGE+. 507 ~~
Is I V = 2924 6'CLAY) f' s.c.o. Q9 I\Li! I\Li! _~ ~ Cjl2"11" L :(AI /;'~O,@ 1~20" '9" 29"11' ~. x ~667. ~Q./ All!' ~9~ 7 31),72 3693 . '-36.64 ~~1 ~.92 36.54 T) 36.60
I X 33.4 N 48.~1O'20"W 2 s.C.O. N - 9" . ~ '--:~ ~- 11" T'-' Ov ~7~ 36.50 .,r: :rlOO ~36.53
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SI[TE 8 NCHMARK ~ 6'CL~Y\ ~ ~T. ___ ___ ~_____ - - - - - _ _ _ _ _ _ _ _ _ ~>'-". ~AJ[ F~ _ 35'60 ~ RIIA~rv _ "'~n ~ x . ~ \( 1\ ~ 18 R,C.P.----.lf' 00' A" ~/. _ _ i:f:L _ _ ;Q,'~T,=- _ .L _ _ 36.81 .
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W INV - 2973 5:RCP I <D 100.00 (D) " ~ n56 FIR5/8 \\ +1' .78 ~N..,' R GTE BOX err ~
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33.63 V PARCEL.L:!l '\ -. -- ~- . \ 15'/LANDSCAPE AND WALL EASEMENT ./1n\. 35.1~ \. ~
e ~ EAST R/W I ,,,,t:' / ,\N 00'24'48"E 5.93 (F) - O.R" BOOK fan1:\4 PAGE 202~35,1 35.13 35.0 If\ 10' LANDSCAPING. UnLlTY AND SIDEWALK~4 ",-,
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c a> <( \ I <0 .2. ..L.... C . . 4054 PAGE 202 1 0
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POLARIS ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
PREPARED
FOR:
T Y P E
o F
DATE: 09/15/99
SHEET
4
SURVEY:
PROJECT:
WILTON
PARTNERS
BOUNDARY, TOPOGRAPHIC,
DES I G N SUR VE Y
TREE
&
CLEARWATER
MALL
SCALE: 1" - 40'
~~~J~~~ 001-1463
OF 4
BY