FLS01-06-48
FLS 0 1-06-48
MCDONALDS
2471 STATE ROAD
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BURDINES
EXPANSION
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RESTAURANT PARCEL
DEDUCT FOR PREV10US ADD FOR PROPOSED
APPROVED PLAN McDONALD'S
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PER SITE PLAN
BY URS GREINER
DA TED 8/28/00
LOT AREA
3,509,780 S.F. / 80.57 Ac.
BUILDING COVERAGE
853,142 S.F. / 19.59 Ac.
GROSS LEASABLE AREA
1,233,879 S.F. / 28.33 Ac.
PAVED VEHICULAR AREA
2,617,242 S.F. / 60.09 Ac.
OPEN SPACE AREA
316,108 S.F. / 7.26 Ac.
PARKING RAllO
4.4 SPACES / 1,000 S.F. G.LA.
PARKING AVAILABLE
TOTAL SPACES
HANDICAP SPACES
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COUNTRYSIDE MALL SITE DATA:
(REVISED FOR RESTAURANT PARCEL)
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OVERALL SITE DATA
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6,000 S.F. / 0.14 Ac.
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3,591 S.F. / 0.08 Ac.
850,7.3.3 S.F. / 19.53 Ac.
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25,124 S.F. / 0.58 Ac.
23,902 S.F. / 0.55 Ac.
2,616,020 S.F. / 60.06 Ac.
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4.4 SPACES / 1,000 S.F. G.L.A.
3,458 S.F. / 0.08 Ac.
4,680 S.F. / 0.11 Ac.
317,330 S.F. / 7.28 Ac.
5,458
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28
2
7
2
Parcels I and II being further described os follows:
Commence at the East 1/4 corner of Section 30, Township 28 South, Range
16 East, run South 00.00'04. East, 63.00 feet along the East line of said
Section 30 for a Point of Beginning; thence South 00'00'04" East, 895.63 feet
along the East line of said Section 30 to the Northerly Right-Of-Way line of
Countryside Boulevard; thence along said Northerly Right-O f-Way line of
Countryside Boulevard, South 48'08'04. West, 67.14 feet; tlhence North 00.00'04"
West, 648.43 feet; thence South 82.53'00" West, 742.00 feet; thence South
07'07'00" East, 974.53; thence along a curve to the right. radius 990.00 feet,
arc 95.46 feet. chord South 77.32'16. West, 95.42 feet, said curve being the
Northerly Right-Of-Way line of Countryside Boulevard; thence North 0707'00.
West 437.42 feet; thence South 82'53'00. West, 132.00 feet; thence North
07'07'00" West, 36.00 feet; thence South 82'53'00. West, 75.00 feet; thence
North 0707'00" West, 28.00 feet; thence South 82.53'00" West, 16.00 feet;
thence North 07'07'00" West, 117.00 feet; thence South 82'53'00" West, 302.00
feet; thence South 0707'00. Eost, 61.00 feet; thence South 82'53'00. West,
16.00 feet; thence South 0707'00. East, 29.00 feet; thence South 82'53'00.
West. 230.00 feet; thence South 0707'00. East, 465.23 feet; thence along 0
curve to the left, radius 1110.00 feet; arc 493.35 feet; chord South 66'35'30"
West 489.30 feet. said curve being the Northerly Right-Of-Way line of
Countryside Boulevard; thence South 53'51'32" West, 43.69 feet; thence along 0
curve to the right. radius 67.00 feet, arc 109.24 feet, chord North 79'26'01"
West. 97.53 feet to the intersection of the Easterly Right-Of-Way line of U.S.
Highway No. 19, as described in O.R. Book 6359 Page 1619, with the Northerly
Right-Of-Way line of Countryside Boulevard; thence along said Easterly
Right-Of-Way line of U.S. Highway No. 19 by the following four (4) courses:
(1) North 32'43'33" West, 195.72 feet; (2) North 28'10'32" West. 49.47 feet;
(3) by 0 curve to the right, radius 1409.40 feet, arc 221.31 feet, chord North
23'03'31" West, 221.08 feet; (4) North 18'33'37" West, 86.53 feet; thence
leaving said Northerly Right-Of-Way line of Countryside Boulevard N..th
82.53'00. East, 607.05 feet; thence North 07'07'00. West, 540.00 feet; thence
North 82.53'00" East, 430.50 feet; thence South 0707'00" East. 85.00 feet;
thence North 82.53'00" East, 15.00 feet; thence South 07.07'00. East 55.00
feet; thence North 82'53'00" East 96.00 feet; thence South 07'07'00" East
64.00 feet; thence North 82'53'00" East 98.00 feet; thence North Or07'OO.
West 64.00 feet; thence North 82'53'00. East 96.00 feet; thence North
07'07'00" West 20.00 feet; thence North 82.53'00" East, 60.00 feet; thence
North 0707'00. West. 60.00 feet; thence South 82'53'00. West, 40.00 feet;
thence North 0707'00" West, 191.00 feet; thence South 82'53'00" West, 20.00
feet; thence North 07'07'00" West, 216.99 feet; thence North 89'55'13. West,
239.84 feet; thence North 00'08'07" East, 67.00 feet to the Southerly
Right-Of -Way line of State Rood 580 os described in O.R. Book 5991. Page
1745; thence along the said Southerly Right-Of-Way line of State Rood 580 by
the following nine (9) courses: (1) thence South 89.55'1.]" East, 51.75 feet;
(2) thence North 00.04'47" East 4.00 feet; (3) thence South 89'55'13" East,
15.00 feet; (4) thence South 00'04'47. West. 4.00 feet; (5) thence South
89'55'13" East, 719.50 feet; (6) thence North 00.04'47" Ecst, 3.00 feet; (7)
thence South 89'55'13" East. 25.00 feet; (8) thence South 00'04'47" West, 3.00
feet; (9) thence South 89'55'13" East, 561.35 feet to the Point of Beginning.
~
CUMBEY & FAIR, INC.
EB #2168
2463 ENTERPRISE ROAD
CLEARWATER. FLORIDA 33763-1790
LEGAL DESCRIPTIONS
FPC LEASED PARCEL
NOTES:
Commence at the West 1/4 corner of Section 29. Township 28 South, Range 16 East, run South 00'00'04. East, 50.00 feet along the West line of said Section 29
for a Point of Beginning. Thence North 89'39'44" East. along the Southerly Right-Of-Way of State Rood 580, 208.00 feet; thence South 00'00'04" East, 725.58 feet
parallel and 208.00 feet Easterly of the West line of said Section 29; thence along a curve to the left, radius 1110.00 feet, ore 59.21 feet, chord South 49'39'48"
West. 59.20 feel:; thence South 48.08'04" West, 218.70 feet; thence North 00'00'04" West, 908.63 feet, along the West line of said Section 29 to the Point of
Beginning.
1. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THEY ARE TAKEN FROM AT~S MAPS & TOPOGRAPHIC SURVEYS.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTiliTIES PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, PUBliC & PRIVATE, 48 HOURS PRIOR
TO COMMENCING CONSTRUCTION.
3. CONSTRUCTION IN THE DILU>.RD'S AND BURDINES EXPANSION AREAS WILL REQUIRE THE RELOCATION OF
CITY OF CLEARWATER WATER MAINS & GAS MAINS.
4. ALL CONSTRUCTION SHALL MEET CITY OF CLEARWATER/FOOT REQUIREMENTS.
, -
5. ALL PROPOSED PU>.NT MATERIAL TO BE FLORIDA #1. PER FLORIDA DEPARTMENT OF AGRICUl,..TURE AND CONSUMER
SERVICES GRADES AND STANDARDS FOR NURSERY PU>.NTS, 1998
6. IRRIGATION SYSTEM TO BE PROVIDED FOR ALL NEW PU>.NTED AREAS WITH 100% COVERAGE. CONTRACTOR SHALL SUBMIT
WITH 100% DESIGN PU>.NS.
J.C. PENNEY PARCEL
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East, run South 00'00'04" East, 958.63 feet along the East line of said Section .30
to the Northerly Right-Of-Way line of Countryside Blvd.; thence along said Northerly Right-Of-Way line of Countryside Blvd. South 48.06'04" West, 67.14 feet for a
Point of Beginning. Continue thence South 48'08'04. West, 288.49 feet; thence by a curve to the right, radius 990.00 feet, arc 460..30 feet, chord South 6,. 27'16"
West. 456.17 feet; thence North 07'07'00. West, 974.53 feet; thence North 82'53'00" East, 742.00 feet; thence South 00'00'04" East, 648.42 feet to the Point of
Beginning. ..
BURDINES PARCEL
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East. run South 00.00'04. East, 958.6:' '''et alon<" '''e East line of said Section 30
to the Northerly Right-Of-Way line of Countryside Blvd., along said Northerly Right-Of-Way line of Countryside Blvd.. by followi. wo courses: thence South
48'08'04. West, 355.63 feet; thence by 0 curve to the right, radius 990.00 feet, arc 555.76 feet, chord South 64'13'01" West, 548.49 feet for a Point of Beginning.
Continue thence along a curve to the right. radius 990.00 feet, arc 169.00 feet, chord South 85'11'21" West, 168.80 feet; thence North 89'55'13" West, 397.52 feet;
thence by 0 curve to the left, radius 1110.00 feet, arc 208.36 feet, chord South 84'42'07" West, 208.06 feet; thence North 0707'00. West, 465.23 feet; thence
North 82'53'00" East, 230.00 feet; thence North 0707'00" West. 29.00 feet; thence North 82'53'00" East, 16.00 feet; thence North 0707'00" West. 61.00 feet;
thence North 82'53'00" East, 302.00 feet; thence South 0707'00" East. 117.00 feet; thence North 82'53'00. East, 16.00 feet; thence South 0707'00. East, 28.00
feet; thence North 82"53'00. East. 75.00 feet. thence South 07'07'00" East, 36.00 feet; thence North 82'53'00" East, 132.00 feet; thence South 0707'00" East,
437.42 feet to the Point of Beginning.
"A"
SITE DATA TABLE
EXISTING
PROPOSED
ZONING DISTRICT
COMMERCIAL CENTER DISTRICT (CC)
COMMERCIAL/RETAIL
SEARS PARCEL
COMMERCIAL CENTER DISTRICT (CC)
COMM ERCIAL/RET AIL
i~' -~r'""I9P OF PARAPET COPING( 1)
r'-4(',,,,,19P OF ENTRANCE A.RCH. FEATURE(l)
3'.50'l786 Sq.Ft., 80.57 Ac.
"~~f3t~~,l~:J~c~. ~:3:.35
2,617,242 Sq.Ft., 60.09 Ac, 74.6%
316,108 Sq.Ft., 7.25 Ac., 8.9%
265,627 Sq.Ft., 6.02 Ac.. 7.5% (7.94%
including new foundation plontings @ Dillards)
4.4 Spaces/lOOO Sq.Ft. GU>.
5.458
91
ALTERNATE LAYOUT
USE
::~G::EA (SQUARE FEET (Sq.F') AND~~r;At.; F e5LI~~a)~OP'ji"t\E
:~~:~N:~~:::G:R~q~S:~" Jf::~)J~~;i~rrE: ~'),l:f~~?\t~J.r;ri{\N~(~ F
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East, run South 00'00'04" East, 50.00 feet to the intersection of the South
Right-Of-Way line of State Rood 580 with the East line of said Section 30; thence North 89'55'13" West. 2092.31 feet along the South Right-Of-Way line of State
Road 580 for a Point of Beginning. Thence South 00'04'47" West, 196.10 feet; thence South 07'07'00" East, 353.00 feet; thence North 82'53'00" East, 231.00 feet;
thence South 07'07'00" East, 540.00 feet; thence South 82'53'00. West. 688.53 feet; thence along 0 curve to the right being the East Right-Of-Way line of U.S.
Highway 19, radius 2764.93 feet. arc 1013.35 feet. chord North 10.42'13" West, 1007.68 feet; thence North 00'12'15. West, 126.50 feet; thence North 23'13'44"
East, 25.03 feet; thence South 89.55'13" East, along the South Right-Of-Way line of State Rood 580, 521.38 feet to the Point of Beginning.
REVISED BY:
TOGETHER WITH
DIL~RD'S PARCEL
PAVED VEHICUU>.R AREA (Sq.Ft., Ac. & % OF TOTAL SITE)
OPEN SPACE AREA (Sq.Ft., Ac. & % OF TOTAL SITE)
PARKING LOT INTERIOR U>.NDSCAPING
(Sq.Ft., Ac. & % of TOTAL Vehicular Use Area)
PARKING RATIO
PARKING SPACES AVAIU>.BLE
HANDICAP SPACES AVAIU>.BLE
2,708.499 Sq.Ft.. 62.18 Ac., 77.2%
300,311 Sq.Ft., 6.89 Ac., 8.5%
263,306 Sq.Ft., 6.04 Ac., 7.5%
REVISED FOR:
Commence at the center of Section 30, Township 28 South, Range 16 East, run
South 89'55' 13" East. 860.20 feet along the East/West center line of said
Section .30; thence run South 00'04'47" West, 63.00 feet to the Southerly
Right-Of-Way line of State Road 580 os described in O.R. Book 5991. page
1745 and the Point of Beginning; thence along said Southerly Right-Of-Way line
of State Rood 580, South 89'55' 13" East. 180.00 feet along a line that is
63.00 feet South of on parallel to the East/West center line of said Section
30; thence leaving said Southerly Right-Of-Way line of Stote Rood 580. South
00'04' 4 7. West. 140 feet; thence North 89'55'13. West, 180.00 feet; thence
North 00'04'4r East, 140.00 feet to the Southerly Right-Of-Way line of State
Rood 580 and the Point of Beginning.
Commence at the East 1/4 corner of Section 30, Township 28 South. Range 16 East, run South 00'00'04" East. 50.00 h:et to the Intersection of the South
Right-Of-Way line of State Rood 580 with the East line of said Section .30; thence North 89.55"13" West. along the south Right-Of-Way line of State Rood 580,
1372.56 feet for a Point of Beginning. Thence South oo.oa'or West, 80.00 feet; thence South 89'55'13. East. 239.84 feet; thence South 07'07'00" East, 216.99
feet; thence North 82'53'00. East. 20.00 feet; thence South 0707'00" East. 191.00 feet; thence North 82'53'00" East, 40.00 feet; thence South 0707'00. East,
60.00 feet; thence South 82'53'00" West, 60.00 feet; thence South 07'07'00" East, 20.00 feet; thence South 82.53'00" West, 96.00 feet; thence South 07"07'00" East,
64.00 feet; thence South 82'53'00. West. 98.00 feet; thence North 07"07'00. West, 64.00 feet; thence South 82"53'00" West, 96.00 feet; thence North 07'07'00.
West. 55.00 feet; thence South 82'53'00" West, 15.00 feet; thence North 0707'00" West. 85.00 feet; thence South 82'53'00" West, 661.50 feet, thence North
0707'00" West. 353.00 feet; thence North 00.04'47" East, 196.10 feet; thence South 89'55'13" East, 228.62 feet; along the South Right-Of-Way line of State Rood
580; thence South 00'04'47" West, 153.00 feet; thence South 89'55' 13. East, 180.00 feet; thence North 00'04'47" East, 153.00 feet; thence South 89'55' 13. East,
311.13 feet along the South Right-Of-Way line of State Rood 580 to the Point of Beginning.
fA'M@[Q)@[JlJ(IDocQr@e
4.5 Spaces/lOOO Sq.Ft. G~
5,641
90
TAMPA BAY REGION (813) 287-5559
4830 WEST KENNEDY BLVD. SUITE-395 TAMPA FL. 33609
FOR PARCEL II
(1) DIL~RD'S BUILDING & EXPANSION
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EXPANSION
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LEGAL DESCRIPTIONS
FPC LEASED PARCEL
NOTES:
Commence at the West 1/4 corner of Section 29, Township 28 South, Range 16 East, run South 00"00'04" East. 50.00 feet along the West line of said Section 29
for a Point of Beginning. Thence North 89'39'44" East, along the Southerly Right-Of-Way of State Road 580, 208.00 feet; thence South 00"00'04" East. 725.58 feet
parallel and 208.00 feet Easterly of the West line of said Section 29; thence along a curve to the left, radius 1110.00 feet, arc 59.21 feet, chord South 49'39'48"
West, 59.20 feet; thence South 48"08'04" West, 218.70 feet; thence North 00'00'04" West, 908.63 feet, along the West line of said Section 29 to the Point of
Beginning.
ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THEY ARE TAKEN FROM ATLAS MAPS & TOPOGRAPHIC SURVEYS.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, PUBLIC & PRIVATE, 48 HOURS PRIOR
TO COMMENCING CONSTRUCTION.
CONSTRUCTION IN THE DILLARD'S AND BURDINES EXPANSION AREAS WILL REQUIRE THE RELOCATION OF
CITY OF CLEARWATER WATER MAINS & GAS MAINS.
ALL CONSTRUCTION SHALL MEET CITY OF CLEARWATER/FDOT REQUIREMENTS.
ALL PROPOSED PLANT MATERIAL TO BE FLORIDA #1, PER FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES GRADES AND STANDARDS FOR NURSERY PLANTS, 1998
IRRIGATION SYSTEM TO BE PROVIDED FOR ALL NEW PLANTED AREAS WITH 100% COVERAGE. CONTRACTOR SHALL SUBMIT
WITH 100% DESIGN PLANS.
J.C. PENNEY PARCEL
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East, run South 00'00'04" East, 958.63 feet along the East line of said Section 30
to the Northerly Right-Of-Way line of Countryside Blvd.; thence along said Northerly Right-Of-Way line of Countryside Blvd. South 48'06'04" West, 67.14 feet for a
Point of Beginning. Continue thence South 48'08'04" West, 288.49 feet; thence by a curve to the right, radius 990.00 feet, arc 460.30 feet, chord South 61'27'16"
West, 456.17 feet; thence North 07"07'00" West, 974.53 feet; thence North 82'53'00" East, 742.00 feet; thence South 00'00'04" East, 648.42 feet to the Point of
Beginning.
BURDINES PARCEL
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East, run South 00'00'04" East, 958.63 feet along the East line of said Section 30
to the Northerly Right-Of-Way line of Countryside Blvd., along said Northerly Right-Of-Way line of Countryside Blvd., by the following two courses: thence South
48"08'04" West, 355.63 feet; thence by a curve to the right, radius 990.00 feet, arc 555.76 feet, chord South 64'13'01" West, 548.49 feet for a Point of Beginning.
Continue thence alongll"tJ curve to the right, radius 990.00 feet, arc 169.00 feet, chord South 85'11'21" West. 168.80 feet; thence North 89'55'13" WfJ't,t, 397.52 feet;
thence by a curve to the left, radius 1110.00 feet, arc 208.36 feet, chord South 84"42'01" West, 208.06 feet; thence North 07"07'00" West, 465.23 feet; thence
North 82'53'00" East, 230.00 feet; thence North 07"07'00" West, 29.00 feet; thence North 82'53'00" East, 16.00 feet; thence North 07"07'00" West, 61.00 feet;
thence North 82'53'00" East, 302.00 feet; thence South 07"07'00" East, 117.00 feet; thence North 82'53'00" East. 16.00 feet; thence South 07"07'00" East, 28.00
feet; thence North 82'53'00" East, 75.( teet, t ce South 07"07'00" East, 36.00 feet; thence North 82'53'00" East, 132.00 feet; thence South 07'07'00" East,
437.42 feet to the Point of Beginning.
...
SITE DATA TABLE
EXISTING
PROPOSED
ZONING DISTRICT
USE
HEIGHT
COMMERCIAL CENTER DISTRICT (CC)
COMMERCIAL/RETAIL
44' -8" TOP OF PARAPET COPING( 1)
COMMERCIAL CENTER DISTRICT (CC)
COMMERCIAL/RETAIL
44' -8" TOP OF PARAPET COPING( 1)
63' -4" TOP OF ENTRANCE ARCH. FEATURE(1)
3,509,780 Sq.Ft., 80.57 Ac.
853,142 Sq.Ft., 19.59 Ac., 24.3%
1,233,879 Sq.Ft., 28.33 Ac., & 0.35
2,617,242 Sq.Ft., 60.09 Ac., 74.6%
316,108 Sq.Ft., 7.25 Ac., 8.9%
265,627 Sq.Ft., 6.02 Ac., 7.5% (7.94%
including new foundation plantings @ Dillards)
4.4 Spaces/1 000 Sq.Ft. GLA
5,458
91
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East, run South 00'00'04" East, 50.00 feet to the intersection of the South
Right-Of-Way line of State Road 580 ..,.., '"' the F' ~t line of said Section 30; thence North 89'55"13" West, along the south Right-Of-Way line of State Road 580,
1372.56 feet for a Point of Beginning. .~nce ~ ~th 00"08'07" West, 80.00 feet; thence South 89'55'13" East, 239.84 feet; thence South 07"07'00" East, 216.99
feet; thence North 82'53'00" East, 20.00 feet; thence South 07"07'00" East, 191.00 feet; thence North 82'53'00" East, 40.00 feet; thence South 07"07'00" East.
60.00 feet; thence South 82'53'00" West, 60.00 feet; thence South 07"07'00" East, 20.00 feet; thence South 82'53'00" West, 96.00 feet; thence South 07'07'00" East,
64.00 feet; thence South 82'53'00" West, 98.00 feet; thence North 07"07'00" West, 64.00 feet; thence South 82'53'00" West, 96.00 feet; thence North 07"07'00"
West, 55.00 feet; thence South 82'53'00" West, 15.00 feet; thence North 07"07'00" West, 85.00 feet; thence South 82'53'00" West, 661.50 feet, thence North
07"07'00" West, 353.00 feet; thence North 00'04'41" East, 196.10 feet; thence South 89'55'13" East, 228.62 feet; along the South Right-Of-Way line of State Road
580; thence South 00'04'47" West, 153.00 feet; thence South 89'55'13" East, 180.00 feet; thence North 00'04'41" East, 153.00 feet; thence South 89'55'13" East,
311.13 feet along the South Right-Of-Way line of State Road 580 to the Point of Beginning.
SEARS PARCEL
Commence at the East 1/4 corner of Section 30, Township 28 South, Range 16 East, run South 00"00'04" East. 50.00 feet to the intersection of the South
Right-Of-Way line of State Road 580 with the East line of said Section 30; thence North 89"55'13" West, 2092.31 feet along the South Right-Of-Way line of State
Road 580 for a Point of Beginning. Thence South 00'04'41" West, 1 96.10 feet; thence South 07"07'00" East, 353.00 feet; thence North 82'53'00" East, 231.00 feet;
thence South 07'07'00" East, 540.00 feet; thence South 82'53'00" West, 688.53 feet; thence along a curve to the right being the East Right-Of-Way line of U.S.
Highway 19, radius 2764.93 feet, arc 1013.35 feet, chord North 10'42'13" West, 1007.68 feet; thence North 00'12'15" West, 126.50 feet; thence North 2S13'44"
East, 25.03 feet; thence South 89"55'13" East, along the South Right-Of-Way line of State Road 580, 521.38 feet to the Point of Beginning.
LOT AREA (SQUARE FEET (Sq.Ft.) AND ACRES (Ac.))
BUILDING COVERAGE (Sq. Ft., Ac. & % OF TOTAL SITE)
GROSS LEASABLE AREA (Sq. Ft.. & Ac.) & F.A.R.
PAVED VEHICULAR AREA (Sq.Ft., Ac. & % OF TOTAL SITE)
OPEN SPACE AREA (Sq.Ft." Ac_ & % OF TOTAL SITE)
PARKING LOT INTERIOR LANDSCAPING
(Sq.Ft.. Ac. & % of TOTAL Vehicular Use Area)
PARKING RATIO
PARKING SPACES AVAILABLE
HANDICAP SPACES AVAILABLE
3,509,780 Sq.Ft., 80.57 Ac.
717,805 Sq.Ft., 16.48 Ac., 20.5%
1,098.542 Sq.Ft., 25.22 Ac.. & 0.31
2,708,499 Sq.Ft., 62.18 Ac., 77.2%
300,311 Sq.Ft.. 6.89 Ac., 8.5%
263,306 Sq.Ft., 6.04 Ac., 7.5%
DILLARD'S PARCEL
4.5 Spaces/1 000 Sq.Ft. GLA
5,641
90
(1) DILLARD'S BUILDING & EXPANSION
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LEGAL DESCRIPTIONS
Parcels I and II being further described as follows:
Commence at the East 1/4 corner of Section 30, Township 28 South, Range
16 East, run South 00'00'04" East, 63.00 feet along the East line of said
Secton 30 for a Point of Beginning; thence South 00'00'04" East, 895.63 feet
alon9 the East line of said Section 30 to the Northerly Right-Of-Way line of
Countryside Boulevard; thence along said Northerly Right-Of-Way line of
Countryside Boulevard, South 48"08'04" West, 67.14 feet; thence North 00'00'04"
West, 648.43 feet; thence South 82'53'00" West, 742.00 feet; thence South
07"07'00" East, 974.53; thence along a curve to the right, radius 990.00 feet,
arc 95.46 feet, chord South 77"32'16" West, 95.42 feet, said curve being the
Northerly Right-Of-Way line of Countryside Boulevard; thence North 07'07'00"
West 437.42 feet; thence South 82'53'00" West, 132.00 feet; thence North
07"07'00" West, 36.00 feet; thence South 82"53'00" West, 75.00 feet; thence
North 07"07'00" West, 28.00 feet; thence South 82'53'00" West, 16.00 feet;
thence North 07"07'00" West, 117.00 feet; thence South 82'53'00" West, 302.00
feet; thence South 07"07'00" East, 61.00 feet; thence South 82'53'00" West,
16.00 feet; thence South 07"07'00" East, 29.00 feet; thence South 82'53'00"
West, 230.00 feet; thence South 07"07'00" East, 465.23 feet; thence along a
curve to the left, radius 1110.00 feet; arc 493.35 feet; chord South 66"35'30"
West 489.30 feet, said curve being the Northerly Right-Of-Way line of
Countryside Boulevard; thence South 5S51'32" West, 43.69 feet; thence along a
curve to the right, radius 67.00 feet, arc 109.24 feet, chord North 79'26'01"
West, 97.53 feet to the intersection of the Easterly Right-Of-Way line of U.S.
Highway No. 19, as described in O.R. Book 6359 Page 1619, with the Northerly
Right-Of-Way line of Countryside Boulevard; thence along said Easterly
Right-Of-Way line of U.S. Highway No. 19 by the following four (4) courses:
(1) North 32'43'33" West, 195.72 feet; (2) North 28"10'32" West, 49.47 feet;
(3) by a curve to the right, radius 1409.40 feet, arc 221.31 feet, chord North
2S03' 31" West, 221.08 feet; (4) North 18'33'31" West, 86.53 feet; thence
leavi.1g said Northerly Right-Of-Way line of C,)untryside Boulevard North
82'5.3'00" East, 607.05 feet; thence North 07"07'00" West, 540.00 feet; thence
Nort1 82'53'00" East, 430.50 feet; thence South 07"07'00" East, 85.00 feet;
thence North 82'53'00" East, 15.00 feet; thence South 07"07'00" East 55.00
feet; thence North 82'53'00" East 96.00 feet; thence South 07"07'00" East
64.00 feet; thence North 82'53'00" East 98.00 feet; thence North 07"07'00"
West 64.00 feet; thence North 82'53'00" East 96.00 feet; thence North
07'07'00" West 20.00 feet; thence North 82'53'00" East, 60.00 feet; thence
North 07"07'00" West, 60.00 feet; thence South 82'53'00" West, 40.00 feet;
thence North 07"07'00" West, 191.00 feet; thence South 82'53'00" West, 20.00
feet; thence North 07"07'00" West, 216.99 feet; thence North 89"55' 13" West,
239.84 feet; thence North 00'08'01" East, 67.00 feet to the Southerly
Right-Of-Way line of State Road 580 as described in O.R. Book 5991, Page
1745; thence along the said Southerly Right-Of-Way line of State Road 580 by
the following nine (9) courses: (1) thence South 89'55'13" East, 51.75 feet;
(2) thence North 00'04'47" East 4.00 feet; (3) thence South 89'55'13" East,
15.00 feet; (4) thence South 00'04'41" West, 4.00 feet; (5) thence South
89'55'13" East, 719.50 feet; (6) thence North 00'04'41" East, 3.00 feet; (7)
thence South 89"55'13" East, 25.00 feet; (8) thence South 00'04'47" West, 3.00
feet; (9) thence South 89'55'13" East, 561.35 feet to the Point of Beginning.
TOGETHER WITH
Commence at the center of Section 30, Township 28 South, Range 16 East, run
South 89'55'13" East, 860.20 feet along the East/West center line of said
Section 30; thence run South 00'04'47" West, 63.00 feet to the Southerly
Right-Of-Way line of State Road 580 as described in O.R. Book 5991, page
1745 and the Point of Beginning; thence along said Southerly Right-Of-Way line
of State Road 580, South 89'55'13" East. 180.00 feet along, q line that is
63.00 feet South of an parallel to the East/West center line of said Section
30; thence leaving said Southerly Right-Of-Way line of State Road 580, South
00'04' 41" West, 140 feet; thence North 89'55'13" West, 180.00 feet; thence
North 00'04'47" East, 140.00 feet to the Southerly Right-Of-Way line of State
Road 580 and the Point of Beginning.
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Date
08-28-00
Project No:
Tin W,\.f~O(5~~020.00
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SPECIFIC PURPOSE SURVEY - McDONALD'S CORPORATION
TOPOGRAPHIC SURVEY OF PROPOSED McDONALD'S SITE
2471 MAIN STREET (STATE ROAD No. 580)
SECTION 30, TOWNSHIP 28 SOUT/I, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA
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MAIN STREET (STATE ROAD No. 580)
CURB INLET
1ry [:l'i" 78.89
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5. !HERE ARE NO VISl8l.E ENCROAQ-i\lENTS, fXa:PT AS ~OWN HERECN.
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THE POSInG( Of THE I-IONWENTAnON Bt: 'vERIflED.
7. UNAUTIiORlZtD CJllIES loW/OR REPROOUCTIONS 'itA ANY Mf.DlW OF 1HlS OOOJMENT OR ANY POOnONS 1HERHlf
lIRE EXPRESSlY PROOIBlTED W11HOUT TIiE SlQ.llNC 9JR'vEY(JR'S ~TlEN CONSl:NT.
8. BASIS Of BEARINGS IS PlAT, UNlESS OTHER\'IISE SHO~ ffi STATED.
9. ALl D1MEN~S lJIBELED HERE~ AS .TJ€- ARE "THE ~ORn:sT OlSTAN(I MEASlJRED PERP(NOICVlAR TO
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11. 1H1S SlJR'vfY DC{S NOT DETERMINE ~ IMPlY O\\lNERSHIP,
12, 1HERE !.lAY BE ADDITIONAl RESTRICTIONS, EASEMENTS OR OTHER MATTERS Of RECORD mAT ARE NOT SHOvt-l
HEREON THAT f.lAY BE fOUND IN TIiE PUBUC RECORDS Of THIS COUNf(.
13. UNLESS OTIiERYllSE NOTED HEREON, ALL CURBS ARE 0.50' CURBS. ALL CURBS ARE CONSTRUCTED Of CONCRETE,
UNLESS OTIiER'MSE NOTED HEREON.
14. ElIVADONS SHOYtN HEREON ARE BASED ON BENCH MARK No. 990237, ElEVATION Of 80.92' N,G.V.D.
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NOlES CORRESPONDING TO SCHEDULE B, SECTION 2
6) PROPERTY IS SUB.lCT TO TERMS, CONOITIONS AND PROVlSlONS Of CONSTRUCTION, OPERATION
ANO RECIPROCAL EASEMENT AGREfJJENT AS RECORDED IN O,R, BOOK 4Q8J, PAGE 1118, AS
AMENDED IN O.R. BOOK 4173, PAGE 1376, AND IN O.R. BOOK 4199, PAGE 386, AND IN O.R,
BOOK 4894, PAGE 2128, AND IN O.R. BOOK 10857, PAGE 2293.
7) mE flORID A PO'Wffi CORPORATION EASEMENT AS RECORDED IN O.R, BOOK 4261, PAGE 1765,
DOES NOT AfFECT mE PROPERTY AND IS NOT PlanED HEREON,
SPECIAC PURPOSE SURVEY
PREPARED FOR: McDONALD'S CORPORA TlON
8) PROPERTY IS SUBJ:CT TO mE PARKING EASEMENT AGREEMENT AS RECORDED IN O.R. BOOK
10857, PAct 2275.
REV ISO
REV1SlON MADE
REVISED PER TIRE COMMI1l.4ENT
REVISED STORM & SANITARY SEWffi INfO,
CfR1flCA"flOIt, I ~Y ~nrv TO''ll-( OCST,~ lofy KNOIt.EW: AND !llU
mAT mE ~ SljJ~Jf:RE6N SU8STAN1lAl1Y't4(pS 'll-( WlNMJW TEOHCAl
STANO.ARO$IF~ LAl;(l",~~~~lN nt: STATE rk flOOlOA fM...E 61G17,
F.AC. FUR~f"..., $i&~tl.l ~'~JY.. ,NO.~ ~.. TO my aID PffiSOOS
~ PAATIE$ OTHER,. .~ . ..(!is'SlJR'.fY ~ SH.4ll NOT OC
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N/A
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DRA'MNG F1lE: 000645.DMI
LAST RE'v1SlON: 4-16- 2001 X REfERENCE: N A
GEORGE A. SIIIJ/P n
AND ASSOCIATES, INCORPORATED
lAND SURVEYORS LAND PIANNE!?S
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PJ.lJI HJilB()JI, j'lIJ.HJ1lJ !1IB3
PBO,fK (7i7) '1-5198'0 (7.27) 788-1258
DATE SUR\tF1ED: 10-10-2000
DATE 0RAv.t-l: 10-11-2000
DAlE
11-2-2000
4-16-2001
DRAVttNG FlLE
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SECTION ~30, TOWNSHIP 28 SOUTH, HANGE 16 EAST
A
d
~
NOTE:
ALL PAVEMEN r MARKINGS AND SIGNAGE 'MLL BE INSTALLED IN CONFOHMANCE
\VI TH FOO r ROAOWA '( A~UO mAFFIC DESIGN S r ANOARDS (BOOKLE r DA TED
JANUARY 1994) AND n~IE MureD MANUAL.
ei
~
,!:
~
j
MAIN STREET (STATE ROAD No. 680)
(EXIST. ASPHALT)
(EXIST. ASr"HAlT)
:~.:: [11~
.. - f-.
C EX. 2' ClJR8 1 OJ I1IR
.--- -- --- -- -- .-- ~- -- - -~--
- --. -.- -
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(EXIST. CONC.) L_._ __ ___ _ __ __ ._._ __
EX. 6'__CON~~ S!VI
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(EXIST. ASf'HAL T)
MdJOtU\.lD'S P ARCCl sn E DA r A:
1
ZONiNG OlSlRICT
I U~
P ARf.1l AR(A (SQ, Fr. & A~S)
~ IE r TA AF,'EA (SQ. f f. & A~S)
BlJllOING AREA (SQ. fT,~ ACRES)
On'{R :MPf.RVl/)JS AF~S (SQ. Ff..t ACRES)
(fiN ~Act (SQ. Ff,~ ACRES)
Fl~ AREA RAnO (FAR.)
:Mf1RVlWS SURF Act RA no (I. S.R.)
Sf: 18ACKS:
fRONT
SID[
R('!'R
BU!LOING H[l~ T
P ARXiNG RA no (SHE DA T A AREA CH. '1)
PARKiNG:
TOTAL $PAClS
HANOICAPPW
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COlJNTRYSIDF
MAL L
PR(KJ~Q
COMMf.RC\'~L
CC'MME.RG1A.l t1:NE.RAL
13.00.5 SJ. / 0.41 Ac.
23,582 SJ. / 0.65 Ac,
3.668 SJ. / 0.08 Ac.
13,74-8 SJ, / 0,43 Ac.
6,166 SJ. / 0.14 Ac.
0.1.3
0.66
~Fn:^'W (MiN!!Jt!.t STANOARO}
CCMM!.RJCAL
CO!~MtRaAL t1:NE.RAL
RfQJIRf!t(nEXl8tE STANOARO - tE\U Ij
COMMf.RICAL
COMMf.RQAL t1:NE.RAL
COUNTRYSVE MALL sITe OAT A;
FiR ~ TE PlAN
8V URS l}'[iNlR
OA1EO ami!1J.
LO r AAf.A
5,509.780 SF. / 80.51 Ac.
8lJltOlNG CD'vt.RA({
85-5.142 SJ. / 19,59 Ac.
~ LEASABlE AF,'f.A
1.2JJ.819 SJ. / 28.33 Ac.
P A \{O \U-llCUlAR AAf.A
1.611.242 SJ. / 60.09 Ac.
(fEN ~ Ac( AREA
316,108 SJ. / l.26 Ac.
P ARXiNG RA no
4.4 SPAcrS / 1.00l $.r. C.LA
PARK~~G AVAltAllE
rOTAl ~AcrS
HANOI<''>> SP AcrS
""
Rf ~ T AURAN r P ARea
DfOOCT rlJ'R PRE\1I)J$ AOO roo PRIY~{O
APPRO'vtO PLAti Md)ONA~
Moon.O
O\{RAl~ sm: OATA
6.(f)) SJ. / 0.14 Ac.
850.810 SJ. / 19.5-3 k.
/
5.668 SJ, /0.08 Ac.
0.55
0.95
0.55
Oj5
25,124 SJ. / 0.58 Ac.
22,416 SJ. / 0.51 Ac.
l,6a.5J4 SJ. / 60.02 Ac.
N/A
N/A
N/A
-35' ~~M
1.9/1.000 SJ,
25'
10'
20'
25'
0'-10'
10'-20'
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5,458 SJ. / 0.03 Ac,
318.816 $.r. / 1J2 At;"
6,1~ SJ, /0.14 Ac.
..4 ~A(tS / 1,OOl SJ. G.LA.
25'
15/'.000 SF
5,4-58
11
28
2
21
2
5,451
~1
(3' '0
20]
20
I
20
l
10 0
1 1
SCALE IN FEE f
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--:"--
GENERAL NOlES
1. !,!<OONALD'S ROAD SIGN AND BASE. ARE BY ThE SIGN CCN1RACTOR.
CCNDUlT AND MRiNG ARE BY n-JE (;[NERAL CCN1RACTOR,
2, BASES, ANCHOR 801. TS, CCNDlJlT, AND .v:RING fOR ALL on-JE.R
$lGNS ARE BY THE CENERAl CON1RAC1ER.
J. 'I." E!'!PTY CCNOUfT TO LOCA 110NS SHC.'fN AT n-JE lOT PERI-
'JETER FOR LOT UCHT,NG IS BY THE CENERAl CONlRACTOR, liGlH-
iNC fiXTURES, BASES. POlES, CONDUIT, AND MR,NG ARE BY THE
ONNER IOPERA TOR.
4, BASES fOR fLAGPOlES ARE BY T'ME (;[NERAl CCNTRACTOR. ANCHOR
BOL TS ARE BY THE fLAGPOlE SUPPliER.
S. PROPOSED UTlUTIES ARE Sl-iO.'vN IN SCHEMATIC ONU'. EXACT
LOCA TIONS SHALL 8E DE TER!JINED TO ALlO N fOR THE !JOS T
ECCNOMICAl INS T ALlA nON.
6. THE CONTRACTOR SHALL COORD,NATE tAn-f ALL IJflUTY COMPANiES
TO DElE.RMINE EXACT POINT (J SlRViCE OONNECTlCN AT EXIST,NG
IJTlUTY. REFER TO THE !3UILDING ELECTRICAL AND PlI""MB,NG
DRAMN(,S fOR IJTlUT"'( SERViCE EN1RANCE LOCATICNS, S!lES. AND
C1RCUI TING.
7. ALL ELEVATIONS SHC.~N ARE IN REFERENCE TO n-JE 8ENCh!AARK
AND MUST BE VERifiED BY n--lE GENf.RAl CGNTRACTOR AT
CRO\; ND8RE AK,
8. fiNISH ,VALl< AND CURB ELEVA TiGNS SHALL BE 5' ABOVE fiNISH
PAVEMENT.
9. ALL LANDSCAPE AREAS SHALL BE RQtJGl-f CRADED TO 5" 8ELOW
TOP Of ALL 'NALXS AND ClJR13S. fiNISH (;RADING. lANDSCAPiNG.
AND SPRINKlE.R SYS TEM$ ARE BY THE O.~NER/OPERA TOR.
10. LOT lIeHITNG CCNCRE1E fooTINCS TO CONf'OR!AMTH THE SOilS
REPORT RECOMMENCATICNS FOR n'lIS PARTICULAR SITE,
PAVING SPECIFICA nON
(MIN,MUM 2" TOT,-\L COMPACTED ASPHALT THICKNESS)
The Gener'JI Contractor sholl provi,je McDonold's ,'II str'JctlJrolly a
cosmelicolly sound drivewIJY I) porkin'l arelJS accordin~ 10 the
10110,vin'J specilicaiions. All sub-base SOil. 1111 a b'Jck.lill oreos
sh'JIl be compacted until lhe upper one loot ottains a densi1y of of
leost 95~~ of the rnO){lm'J,n modified Proctor ,jry density IAS TM D-
155r/AASHTO T.180!. The b'Jse m'Jferiol shlJII consist of 6"
minim'JIl'l Comp'Jcled lhickMSS crushed limerock IFDOT opproved ",I
L8R = 1001 p!oce,j a compocted to ')a~'- 01 the IM){imum lnodtfied
Proctor ,jry density (ASTM D.15.')7/AA$HTO T.180t. Alternate bose
m'Jterio:s Inay be used upon recornmen,jation of the soils en'Jineer a
opprovol of the McDonald's Project MOMqer. All asph'Jll sholl be
Slate 01 Florida specificalion Type S.I rno,jifie1j.vj a minimum
"Marsholl Field Stability Test" of 1.250 !1>5. a minim'Jln corr>pacle,j
thickness of 12"1. All test;n~ shoil be ,jone by 'J company approved
by the McDono!,j's Project M'Jno~er; Saifj comp'Jny sholl be direclly
responsible to I) shoJlI consider McDonold's os its only clienl tor
Ihis project. fhe localions of 011 tesls shail be selected by the
McDonold's Project MOMqer, The s'Jb.bose shall be tested in lour
(11 loco lions lor bearing value a cornpoctian, The b'Jse sh'JII be
lesfed in four (,1/ 10ClJtions lor fhickness I) cOlnp'Jction. The
asphalt sholl be lested in lour 1r1) locations for thickness. fype a
stability. All the testin~ for each precedin~ materiol lliusl be sotis.
f'Jctory before e'Jch successive IO'Jleriol IS inslrJl!ed. McDonal,j's
sholl be notified 01 fhe lasl results 01 fJII tests I) re-Iesls. When
a last foils or .~hen, in the opinion 01 l1',e McDonold's Projecl Mgr.
a/or Conslruction M'Jr, Ih" inslolf'Jtion is I.msatisfoctory. re,r,ediol
lestinq a/or rel1"\edlol cor ,va ,neas'Jras shall be done in oceor
once l'i/ Ih::!r direclivu. All Ihe 'Jbove tesling sholl be done at'll,e
GenerrJI Conlrocfor', e){pense a sholl be included in his/her C.SS
NO;!:
!-.l<:OCNALO' S (~iNf.lil Rl E. S n..,E RIa-; T TO ~1. ':lI...I(S T A <X'!.!I' AC fiCiN
r{ST A.'.o/f.,il A CORE SA:.l?lE, i' lIS rs .'RO',{ CORRECT. ~'lil AOO',{
~1.C;fItATi0N, ;f.S1S it'IlL i3E: AT THE Ex~'e..SE Of :..\<:OQNAlO'S,
OnIlRNI$E, G.C.iIlLL 8( CHARC[O
LOT L1GHflNG RECOMMENOA nON
.~- 26' CONcr~E TE LO r UGH r POLES
1000 WA rr ME f AL HALIDE UGH r FIX fURES
NOTE: ELECTRIC,lL CON1RAC1CR TO C;RClJlT lOT LIGHTiNG ...s NOTED
PARKING INFor~MA nON
TOTAL
SPACES
1')
2
6
$PACES
g'
12'
g'
oij go.
21 .
21'
20'
oij 70'
x
x
x
x
SPACES
oj
/!~
t-:=I/
SPACES
SPACES
.j
UTILI fY INFORMA nON .
--
SANI T AR'f SE,'VE R
\,{A1Ef~
rilE
-I
L
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TYPE
LOCA nON.
.
.
STORM SUvER
--
[LEG TRIG
I GAS
SURVEY INFORMAflON
PREPARED BY:
GEORGE A. SHiMP II
and ASSOCIA rES, INC,
3301 DeSOTO BOULEVARD,
PALM HARBOR, FL..H63J
SUITE D
DATE: 10/10/00
LEGEND
SANITARY SE.\'E.R
S S S--G
',VATER
N w--w- LOT LICHT
STORM sn':ER EXISTiNG ELEVATION
--ST-ST-ST-ST-
ELEC TRIG
E E
-S
GAS
G
G
~.'"CJ
-N
E
P:~OPOSED [LEVA nON
E
PLAN SCALE: 1" = 20'
2471
S TREE T ADor~ESS
S rATE ROAD NO. 580
CITY
CLEARWATEr~
STATE
FLor~IDA
COUNTY
PINELLAS
REGIONAL DWG. NO
I DRAWN BY:
o.E.e,
I DA IE DRAWN:
01/19/01
FL f346
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@ - SANlT MY $[.'{R MH
o -HAlER VAl\{
{} - GAS VALVE
'(f - fiRE !iT'DRAN J
:II - ~A1E INLET
ill - GlE BOX
ill - 8ACKflC,V PRE\'1Nl[R
(!J - fLORIDA PO'NlR 80X
[J] - ElEC1RlC BOX
m - ElEC1RIC CON1ROC BOX
ill - 1 RANSf ORMER
[J - fLAG POlE
-G- - IJ.G. GAS LiNE
-,- - IJ.G. NA1f.R liNE
-- p - - IJ.G. POVlR LINE
-) - C1JY 'MRE
- O\tRHEAD ',VlRtS
10" A - OAK
10"6 - CYPRESS
10". - 80 lllE 8RU~~
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PHElIMINARY
PLAN CHECKED
AS-BUlL T
SP
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DATE
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GENERAL NOTES
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(f)
(f)
SECTION i30
,
TOWNSHIP
28
SOUTH
,
HANCE
16
EAST
NOJE:
ALL PAVEMENT MARKINGS AND SIGNAGE 'MLL BE INSTALLED IN CONFORMANCE
'M fH FDO T ROADWAY AND JRAFFIC DESIGN S T ANDAr~DS (BOCKLE T DA TED
.JANUARY 1994) AND THE MUTCD MANUAL. SEE SHEET SP-1 FOR TRAFFIC
SIGNAGE.
,. McOONALO'S ROAD SI(,N ANO 8A~.( ARE BY TI-l[ St(,N CVN1RACTOR.
CONOlJIT ANO NIRING ARE BY n,[ CE.NERAL CON1RAC TOR
2. BASES, ANCHOR 80lTS, CONOlJIT, AND .'IIR.N(i FOR ALL OTHER
SIGNS ARE BY TI'E CENtRAL CON1RACTER.
3. 3/.- EMPTY CONOlJIT TO lOCAnVNS SHONN AT THE LOT PlRI-
ltlETER FOR LOT liGHTiNG 1$ 3'1" l1-iE CENERAl CONTRACTOR. LIGHT-
iNG FIXTURES, BASES. POLES. CONDUIT, ANO.viR,NG ARE BY TI,E
C".NER/OPlRA TOR.
4. BA$(S FOR FLAGPOlES ARE BY O-lE CENE-RAL C0N1RACTOR ANCHOR
BOllS ARE BY THE FLAGPOlE SUPPLIER.
.,'
(,)
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CD
~. PROPOSED IJTlUTiES ARE SHO,~N IN SCHEMA nc ONLY. EXACT
lOCA nONS SHALL 8E DElER!.1INlD TO ALLeN FOR THE MOST
EC0N0!.4IC,'l,L INSTALLATION,
~. TI'IE CONTRACTOR SHALL COORO,NA lE .\..,m ALL UTILITY CCMPANiES
TO Dt:TERIM.E EXACT PONT OF SERVICE CONNEcnON AT EXISTiNG
UTILITY. RUU~ TO TI-lE BUILDiNG ELECTRICAL AND PlIJM8,NG
DRAWiNGS rOR IJTlUTY SERVICE ENTRANCE LOCATIONS, SIZES, AND
CIROJI TiNG.
L-
o
i=
~
(,)
a
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20
I
10 0
j-1
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MAIN STREET (STATE ROAD No. 580)
,. ALL HEVAnONS SHewN ARE iN ~EH.RENCE TO THE BENCHMARK
ANO MIJS T BE VlRIFiED BY THE CENERAL CON rRACTOR AT
CROlJNOBREAK.
EXIST. 1" WATER METE.R ro BE
CURB l"lIE1 REPLAUO W/1-1/2" METER &
1~ UV: 1~02 iNSTALL t-t/2 8ACKftOW PREVO-HOR
THROAT [L' IS.20 (~CE <CUT S P 2 .)
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1/ NV [l' IOfi' ';4" Pf>) ,:) EXIST, fiRE
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a. fINt$HN},LK AND CURB (LEVA liONS SHALL ElE 6" ABOVE FINISH
PAVEMENT.
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?, ALL LANDSCAf'E AREAS SHAll i3E ROlJCH CRADED TO 6" 6ELCN
TOP Of ALL NAlK S AND CURBS. FINISH CRADING. LANDSCAPINC.
AND SPRiNKLER SY$IEM$ ARE in' THE o ivNE R/OPE.R A TOR.
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10. LOT UGHHNG CONeRE1E FOOTINGS TO CONFQR!A ....IT1~ THE SOILS
REPO~T RECOM'AENQATlONS FO~ n~IS PARTICULAR SITE,
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The Generol Conlroclor ~hlJII provide McDon'Jld's NI slrlJctl.Jrolly a
cosmelically sound drive\'t'oy a porkinq oreos occording to Ihe
followin'J specificotions, All slJb-bose soil, fill a bock. fill oreos
sholl be cornp'Jctad until lhe upper ona fool olt'Jins 0 densily of ot
rea~t 9:5~'- of lhe mOJlil1"I'Jm modified Proctor dry den~ity IAS TM 0-
155' I AASH TO T -180). The bose rMleriol sholl consisl of 6"
minimum cornpocfe,j thicknass cr'Jshed limerock (FOOT opprol/ed ,'VI
LBR = 100) placed a compocled 10 98% of the moximum modifle,j
Proclor dry densily (AS TM 0.15.571 AASH TO T -180). Allernate bose
Inaleriois moy be used !..Ipon recommendalion of the ~olls en'jineer a
approval of the McDonlJld's Projecl M'."lMger. All asphalt shlJll be
Slole of Florido specificalion Type S-I Ilio,jified wi 'J minimum
'Morsh'JII Field SIIJbilily Tesl. of 1,2:50 Ibs, a minimlJm compocled
thickness of 12"), All testin'J sholl be done by I) company opproved
by Ihe McDonald's Projecl M'Jnoqer; Soid COIT"opony ~hlJII be directly
responSible 10 1) sholl conSider McDonald's os ils only client for
this project. The localions of 011 tesh sholl be selecled by the
McDonold's Project MOM'Ier. The s'Jb.bose sholl be lasted in four
(41 10CQlions for beorin'J value a cOI~poction. The bOB ~holl be
lested in four (4) locolions for Ihickness I) COI1"1poction. The
a~phalt ~h,)n be faste,j in fO'Jr (4) 10cl)Iions for lhickness. lype a
slobllily. All the taslin'J for eoch precedin'J IMlerial musl be ~olis-
faclory before each slJccessive malerial is installed. McDoMld's
sholl be notified of. the lesl reslJlls of 011 lesls ;J ra-Iasls. When
I) lest foils or whJn, in Ihe opinion of the McD9n(.ltl~)_Prajecl M'lr.
a/or Construclion M~r.. the inslol!olion is 1..-'OS.)IISl'Jclory, remerjli)1
laslin'J alar rernedhJI corraclive melJSlJres sholl be dOl1e in occorrj.
once ,vi Iheir Ijirecliva All fhe 'Jbol/e lestin? Sh'JII be done the
General Conlr'Jclor's exp""se a sholl be incl'Jded in his/her C.S~
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IlST ANO/O~ A CORE ?LE. If :IS1S ?ROVt: CORRECT. PER AOOVt:
~'lCinCATtON, :ISTS ,,~<. ElE AT li-iE Exf1:NS[ OF McDONAlO'S,
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CONNECT 8" O,I.P: TO EXlS T.
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& WjlNSIOE DHOP CONNECT10N
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EXIST. PAV'r. TO BE CPENCUT
& r~EMOVED. RES TORE TOt<..
ORIGINAL OR BE TlER ORIGINAL ill
CONOI nON AL.
PREP ARE.D BY:
GEORGE A. SHIMP II
ond ASSOCIA TES. INC.
3301 DeSOTO BOULEVARD, SUI1E D
P/lLM HAr~80R, FL. ..3468.3
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SID E
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(I UCH T POL E
f' lELfYHCINE MH
) \ SMJI i t.R r 'J w~ f. 'Alj
C;;; \'VA1ER'd,lvr
o CA', VM VI
rf fiRE I j"rDR!,N T
1.1 . CRA1E itJ[Ef
:cJ erE LJOX
]] t3M~lLCN ~'R[\1 Nll R
In - !t (JFiD II Pi) ,\f f{ nr;1
IU [lE' lPIC GOX
~~J -- FLEe IRW CCN1~:iIL !30X
[J] rR/\N')fC~W.R
[J -- flJ~C POL [
-G- !J.e CAS LINE
--N- I)!; \VA lfR LINE
- p -- - U.C POilER I iNf
i CU Y ,\'IRE
OVLF:H[Afi N!PE~.
'0',& UAK
1)',\ Uf'F'ESS
10' .It fiO flLE PRtJCH
10'. PAIV
'0 () (),vEt] GUM
If]"!.] - litJi-'~jlwtJ
C'~
DATE: 10/10/00
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LEGEND
CONS TRUe nON NO rES
---'-' -
GRADE E1EV. ,s 11.501:
SANI T ARY Sf.:\\'ER
--$ S S S--
',VA TER
--W--IV--W w--
STO:~M SE'N[R
-ST-ST-ST-ST-
ElEC lRIC
E E E E
GAS
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(
1. CON l,RAC fOR SHALL flELO \f.RIF"f tOCA nOtf AND ElEVA nON or
EYJ~nNQ. SANHARY SEWER CONNEcnON MANHOLE PRIOR ro
COt smtJcnON Of niE SANHARY Sf;'M.R ANO NODF"( niE
AN'; DISCREPANCiES F ROM n~E Cf-PIC TED OA T A.
2. ,lCAlflONAl 'JNCERCRQ;NO FAClunES MAY EXIST ON n.ns PROPERTY
,.."ku ARE NOT SHO'l.,N ON OiE BQJNOAi~Y/roPOCl~APHIC SlJRVEY
N~Q NOT DEPlCTE.D ON OilS PLArt IT SHALL BE OiE
Cf)~ IRACTORS RESPON$i8IU ff TO LOCA IE EXlsnNQ FACIUDES ANO
Oll,ER PROJECT niE'J FROM OAMAC€ (iF TO REMAIN) OR A8ANDOtf/
[<(PLACE AS APPROPRfA IE,
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"
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LP:.30
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:<).
,'); ~~.~J
, l'~<)
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""-"\i
8" DIP
SAN. SEW.
EXiSTiNG ELEVA nON
PROPOSED ELEVA nON
a-:
a-: !l.
~ ~
f5 w
~ :i 111 r:;;;
<..) & ~
1. ~ ~ t'J
~ a-: ~
(> 111 CI:: J
~ 3 ~ ~
~
PLAN SCALE: 1" = 20'
STREEf ADDRESS
24 71 STATE r~OAD NO. 580
f5
l-
I.)
~
~ f5
.5 ~
I.) 0
CIfY
CLEAr~WATEr~
S fA lE
FLORIDA
S T A TUS
DA TE
BY
WARNING
PRELlMINAWf
<
..
r
& SANITARY CROSSING DerAIL
N. r.s,
COUNTY
PINELLAS
PLAN CHECKED
M30VE GROUND Ol~ UNDERGROUND U flU nES PJA'( 8E IN
OiE AREA OF 0115 PRO.JECr - PHOI:EED \\1lH CAlJnON,
CON tRACTOR IS TO C,'ll OiE SUNSHINE 5 rA IE ONE C/~LL
A r (1-800- 4-32- 4110) AND LOC,'L PO\\lER COMPANY
43 HOlJRS BEFORE BEGINNING 'NORI<. CON1f~ACTOR TO
PROtECr ALL EXISnNG IJnUnES M 111E AREAS OF
CONSlRIJCnON.
\
)
AS-BUlL T
fDRA VvN BY:
D,E.C.
J OA TE DRAVvN: 01 /19/01
.. .---- -----...------- ..
HEGIONAL DVvG. NO
2
SP
FL f34f3
{r--
If'
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..
. ."' t :: .' I. .:. . ~.." :.. .. : ..' . . ~. -,', ,..' :'... .... ; .
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. .. . . I ..4 . .' ~ \ . . ..' (.f " ."
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M~IO.P ;y~
(SU: Cof. TAil)
I.
I
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," r
~
POS T _
1
1 SILT STOP
--4
POST _
1 SILT S TCP
-.-
8ACKfllL (. aACKFIl.L
,l-m==m ;,', if:!11
-n 'I .~~ - lI~mm~f-j cC~ILmJ _~:-TrEml
I LJ 1m, . ;.~~lm 11- I -.111-1 - 1--1 II-II L-l
il"'m" u~~m:~il Wm: Ilm~ JU~t~~1
I fUlmLUJIr! IIIl1~' 'mll'll Ul11 ~~:m~Jn~ilulillll
"'if n...>o 0.. ..;:) r.\lL\ no:.
FlP-25 (FOOT INDEX 111JM)
1'-O"J( "-6")( .if.J6J ,llUMINUM
HANDICAPPED PARKiNG SlGr-t
au. T TO S IEn Tl..i8E
'I'-'m JP/ CAWlt!A PLATED
aa..ts, N'JTS .3clVA$lilRS.
.
'.0
I
,0
..
-
FlP-55
FOOT iNCEX No. 11355
2"~2")( .'88 SlEEL I'J8E
EX lEND INTO CONC. ntU.D
PIPE 2'-0" PROVlOENElDED
WAIERnGH eN' PMH
p .3c l jlj118 BlACK COfFE.E
I
'0
I
.....
.
o
I
;....
PAINT PIPE BASE YElLOW
II
II
u
I
<D
I
r~
PAVE!,1ENT ~
a", 510. SIH.L PiPE
rlllED lI/CONC.
-~ I
I I
~t--
I I
L J_
i
,:2
I
'0
I
~
~-1~" lONG 8AAS
EACH ,VA Y n-iRIJ PiPE
1'-6'" CONC. 8ASE
"-6"
J
.r
N
NOlES:.
1. HANOICAf'HD PARKiNG $l(.N SHALL O.;)Nf'ORM "\'111-'
ctiRROH ')fA It: ANO LOCAL CODES ANIO REGl..!LA nONS.
HANDICAP PARKING SIGN OE'TAIL
.
....... ..
. . . .. ....- 1(-'--'--7'.
.............
......... ....
.. .. .. .. .. .. .. ..
fABRIC SEDIME~'r COtrntOL Oe.'"rAIL
NOTE: niE CONI~ACTOll ~~AlL MAlNk. SILT BARR,[RS
niRl)jCl100r riME Of CON'31R1JcnON AcnV1rf
I" .( 2" )( ~' STAKES
~'vIIN. 2 Pf..R BALE)
~~... 1 brr..... -
. ..~... ~. - .-- -. .CHA'f BALE
~ .. _ (f"'iCAL)
lTT1"TT~il :rnrr r- fP'"
;tl\Y BALI! Sl.rAnON aAAR~ oerft."
ALL SEDiMENT CONlROl 8ARRIlRS SHALL BE IN
ACCOROANU: ','" ni APPUCA8tE f..N'v'lRONMEN TAt
REGlJLA nONS ANO CONOI nws Of PERIAI IS.
<:d;"-A RC<.L OF 12-1/2 WA~
'N(tOE.O f ENCr 2" J( 2"
4 MESH ij" - 10" DIA!AE1Eil
~ J rUED"'lH .)"STONES.
Sl'AClR 8t.OCK
NOlE: BALES Of HAY AND S((),
SiM!LARL'f PlAClO, !AA Y
ALSO 6E I)SEO,
~ .".
n.J.'1f\():UJ\'(' $~O~-HT 'nW
"7"" .,
, . AU'.if;8 :'-.2r
,-- "
EROSlc)N a SEDIPr1Etrr COll'fnOL8 DEf AILS
Stoinless
Steel Strop
I
IJ.)
.........
'~Jt'
Ex;stinl] Wolt
2' ,Joint In
Pipe Entry
Typical
p, V,C, Pipe
.3/8" Red
Shallo,y 0'- 4'
Standard 4..1'- 6'
Deep 6." - 1 0'
Deep 1 0.1' - 1.r
A
2' -6"
..s'-6"
.31-6"
.3'-6"
NOlES
1. All cOfia..tte to be 3000 p.,.!.
2. P.V.C. p;~e fll'\try req'Jires f!"1onho:., o,jc'pter co,-,p!in~
bf no Cootrol :nc, or oppro\ed Noter stc.p cO\.Jp1in9.
J. !-,4,:mholes l;h'JII h<J\e 'IN'Jter proof l3it\.Jrnino'...s CO'Jtin9
00 the ext.;:rlor ,~interior, K(,ppElf's biturnostic block
solution .3OCM, or Prcco EP- 214.
Cloy Briel<
Mosonory
1/2" Cernent
Ploster
I
.:(
I
Mechol1icol ,JOlil1t Tee with
C')rnpression '''0'' Rin1J .vith
bronch cost int(o rnonhole ,'loll,
I
lJ)
I
Bottom Of
Co(bel c:43
- PYC Pi a -FI ' If Sa,ver is PYC,
-- -S'.Jitobre I 0.1. P,pe j 'J 0,1. to PVC
S'Il'" t... o:.r ~y - ~1 ArjlJpter sholl
. ... 'J . ~ I '-' -" " ')
f'lt T~'" -8 I)) be IJsed.
-- ~.... _I ~.~
"D" I > :J St I I St 1
o 1.7 .1.J,11 eS3 . ee
(k' ~12"N 2
6"-~ ~ 0
'_ L ]_
... ~. . . ~ '. . ' '..' .... ... I
..;....J . c..L0~. .t..-!.... l-:...,J.~ l-,;.s....!.,.... !J.
1 .. . ~ .'.... .4.'" 4 I
'-"G" --
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I <oJ
o g.
I 0
SEcnON A-A
!3 1
fF-
8"-
8"-
12"-
12"
G
1/.3 ot 12" E.'N.
115 IJt 10" E, W,
/f.S-I.Jt -lo"-f.-:ii,-
-/1.5 ot-To'" E. '1"1.-
C
,f MI.J)(
6' Mox
10'
1~
D
.3'-6"
4'
.4'
5'
E
24" Mox
.30" Mox
-36" Mox
.36" Mox
,
l'
& SANrrAHY :3e\VEf~ ~tJ\NUOLE UffrAiL
INSIDE DROP
CI TY OF CLEAR',VA tE.R INCEX NO. j02
CR ADE W~~~~~>>"":A.~~"'AVJX.~JoX.:?x~
Y~hY'//Y~-V,v~~/00~/{(/'(~'~'~~
,VA TER MAIN OR -7
STORM DRAIN _
b ,~
is" MIN. VER TICAL CL
i
~"""""-SANtTARY SEWE.R
-~~~~,,~~~:(~~
~ WATER.MAiN OR
_ ~ STORM DRAIN
10' ',1,!t ...J$::
A HOR!lONTAL _ If
CLEARANCE ["
---- P.V.C. SAN. SEWER
CRAVITY MAIN
HOHIZON TAL CLEARANCE
V~~~~~ft~"N~w..~">1<Y CRADE
I . 10'_' . 10' T~~/?>""~-0",I)
,VA TER MAIN OR O.l.? 1$ 'JSEO IN PLACE. OF' P.V,C.
STORM DRAIN F'OR A MIN. OF' 10' EACH l'{AY
F'OR!A ~ CF.cWATE.R MAiN .VHEN
THE Vf.lHiCAL CLEARANC.E BETWEEN
_<< NA TER a SEWER MAir'4S IS 18" OR LESS
-r-- I
!a" OR USS vERTICAL CL.
~4r~<t-
NOTE
CONCRETE ENCASE.MENT OF SA~TARY
SE.vE.R CRAVITY MAIN IS NOT PERMITTED.
P.V.C. [POLYVINYL CHLORIDEI
SAN. SE\'JER GRAVIT'f MAiii
VER TICAL CLEARANCE
WATER MAIN a SANITARY seWER CLEARANCE
---"---..
A.. J'"A 2" J(2"
a '"' 12-
C '"' .' - !j'
o '"' I" "A 2"
I I
-11
-t I
'C-:: I
L-21l g~~E ARRIE~ I
!......-- rutl. OR1PUN~ J
NOT!: 't'OO I.tAV USE [JTl1E.R RIBaON ~ ~IEN BARRIER rOA HAAO~S OR PINES.
AI
I
I,.
I
'Mff A f3AARltlit
t. TO PROTECT AlL n,E Al:IVV( <>ROUNO pQAnONS C>F n,f; TR(f: fROM MECHANIC,,4L OAMACE.
2. TO PROT(Cr SOIl. N(AR IR(( fROM COMPACnON ANO PREVF".JH ROOT DAMAC€. .
..s. TO PROYlCE PH)'$lC:Al AND MEN TAl. AWARENESS Of' TREE'S PRESENU: TO EQUII-\IEN T
OPE.RATORS ANO COIH~"":TOHS.
TO MAAr: I' ~
t. ?lAC! NO HEAVf ((JJlf'MOH INSIDE 8ARR!E.R: ON!.:f HANO LAaoo.
2. f'lA(E NO CONSTRtJ~nON MAJ!.RtAI. OR SOil DEP09TS 'NSIDE 8ARRIER AREA.
BvoaSlRVlNO n,E-Sf fl'i'O '5IMPlE RVlES A lREE'S CHANt! rOR $l..JRVlVAL ARE CREA11.Y iMPROVEDl
Sf't(If1C;A!19N~' Of INSfAtu~1) A eABRif.B.
'I MIN1MI.!!A RADIU3 TO SE PROTECTE.D:
A. HARD\VOCJ01 - 1/3 OF n,t ORIPllNE OIl ~', 'M11CHEVlR IS (;REA rIR.
13. PINU - ORIPlINt OR ~'.M1IW(VlR IS CREA f(A.
2. ME moo Of LREC nON ($f.! 01 Ac.RA....):
A. MINiM''':U H(ICHf OF '.,IPRlCHTS " ANO NO LESS mAN 2" "A 2" LUM8ER.
a. UPRlCHTS SHI)JlO HAVE HORIlONTAl RiOOONiNG AT niE TOP AND 12" snow n,E TOP.
C. I.;FRlCHTS $l-l(jlJtO 8( $PACf.O Af NO MORE n~AN 4' - !j' iNTERVALS.
O. HOR!lONfAl MEM8(HS Of' NO LESS nV,N I" J( 2" LUMBlR.
~VQRE P~RMlt
" 8ARRI[RS ARE TO BE LREC:JEO AROUNO ROAAiNiNtl rREES 8E.fOF:E CONsrRucno~, CRA.DiNG, OR ANY
JREES ARE ROAoVEO.
2. 8ARRIERS ARE TO RE!'AAiN IN PLAC.( UNOI. ALL PAVlNQ, CONS1RlJcnCt~ IS DONE ANO HEAVY Er..-JIPMENT
IS I)J r ~ l11E AREA.
TREE! BARRICADE DEl AIL
I
'.0
'-
....
....
c5
~6-
Non Skid
Pottern
Re~'Jired
RING - HALf' PLAN
R e'~u it ed
.
N
.
Z
,..,
I
....
$()UO COVE~
I
~I
,..,N
" 22-3/4" -i~ l}
~.~~-
--- f
M~~hined $UrfOO:6
.
'.It
. RING - SEC nON
Minim.....m Wel9ht ,. 232 11>"
')" 278 11>"
SOUD COVEJl SEe nON
IJ;nil1'lIJIO Nel"'!. 128 Ib,.
NorES
1. Wheff rooojw1Y boJst r, 8" or thIcker USt '}" rin9.
'Jll other c,)se, ," riot) r, perrn!ssitM.
2, Mooufoet.....reu Ino<jel 0' stOfIO rln<) ood eo...er to
bt opproved by City En'1ineer.
~
& SANITARY SEWER MANHOLE COVER DETAIL
CI N Of' C:lEAR W A J Ell INDEX NO, S02
I
~
\
1/ 2" R AOIIJS
CONCREtE TO BE SCORED \
BY EDGING TOOL TO I 6" -j
. _ I _. SIMULA IE CU~8ING 1- V 1/2"R
'L ~".A',-' ...2 .0. " . ~ EiP ~j)
1n111~!T~Tlmrll;TTnlm~1 TTT-4:". A
COMPACtED SUBGHADE J / Ifl- . . BASE
3000 PSI CONCRE IE ~D f ~ HI -nj"-Ila
L -=1
~J~'~
-1
FINI$H PAVEMENT
ELEVA TlON
o
A
,
o
p
i)
I~~
VEA'TICAL CURB OEf AIL
I
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I
.
.--
~f.:"
I 'j'-~ I
,. ","
HANDICAP PAIlKING SPACE STHIPING DE'fAIL
12"
r "-='l
MIN.
. . PROP. SURFACE
. ::<,~,,:~~'~~8~m
~
PROP. BASE
EXIS r. BASE
COMBINA rlON cuna AND SIDEWALK
.3" 6"
2-1'-0" 15 RE8AR'} .--J~~L
6" FRCM EACH END If
ClASS 1 C0NGRE IE - -
.
If)
TIE-IN OF PROPOSED CONS'TAUC'rlON '''fO EXIS"flN(]
PROPOSED , - 1/2"
'f FE SERV1CE TO
V- l3IJllDiNG (SllE TO 8E
m VlRIf'IE.O 'HI BUILOING PLANS)
I. r~. ;(" MIN
171r - ~. nilCl( CONe" SLAB
I'MiN~
PROP, 1-1/2-
WA IEH ME TE.R
~ _,_I_
\..- EXiSnNtlMA
- iNSTALL 1 1/2"
BACKF'lQ),y Pl~EVEN IER
ASSEMBLY
------~
WATEn SERViCe DETAIL
..
___/7:;
. . .
-~.
R€'plocement Bl)Se
T~2. (8- min.)
Cor1"p'.Jcted
lime(ock or Shell
T~Thkkness of
or19inol Bose
_ 12"
-... 6 4--.. "
PC III A$ph Conc patch t.;) be
1-1/2" 1m in. thickness
or ll'vJtcrh ex;,tin?,
I)n.j;,hubed Exi,t BI.)se
Undisturbed Trench Side
ASPHALT DRiVeWAY REPLACE',1EN"r
REQUIRED FOR UTILITY CONS'JRUCTION
PJlECAS'r Y/HEEL srop
LENGTH 6'-0"
1 1/2" BACKFl.OW PREVEN1E.R
ASSEMBLY FEBCO j825Y
1 1/2" SE:WICE OR EQUAL
SCHEDULE 4Q UNION UNION
GAlVANllED PiPE
lJ]c ~" l!t=
PHOPOSED - a
METER 80X-, 12" f'INISHED
t A!30\. 'E I CRACE/
(;R,~GE t
PHOPSED ~ ]r~~ r",@ ~ ~~,~'); ~~~r-
~" ~#" ~-'~ ~'@
OJ:<B STOP-~, \. ,"/, ~-'/
-1 - r-) ~ r-~
[XiSnNG -\: n_o,v ~
IVA rm ~AA.IZN'
PROPOSED
1 1/2. ME lER
t..~.(Y PROPOSED 2- SERVICE
\\~
',-I A'TEn SEJ1VICe nET All
I NORMALLY 4a' -1
r-h~~"w ~;Nf ;~:~"!~~;-~i~W ~NT~
WL~ I II-~ -L~IJ
-NlD n.., SEE NO I[S5 ,~ 6 BELOW ~ -- [ ..~
TYPICAL SIOEWALK PLAN~~~L (~9 ~Jf:r;:0~~
~i 1/2- Bl f1JM,NQI)S STRiP ___________'\
- "'C. ~_ C..,..8ROO!A f"lNiSH~Q~ -:;~2:~7;;(
T \lli;~ /(':;;4 W;'/(0r;i:~::1 ;.r.'i,;,;', ,*r~' "
EXPANSION ,JOIN r S 1RUCK ,JOIN t s 1RUCK ,JOIN f
i'
Vsn: NOlt -1 :~/"~ 12"
1~~~~~=1 ,,'MINi!.4U!-A
t.... JiF. .."A".......(,.......I~,I'},I'~~ ',i '. : '. '. ,~~
="."--l 'fl,.v>,v'",,^,yo.., r -.-J 1 j
. -=~:: - I 50 MA)('
. COMPACT ....
['(PICAt SII)EWALK SEe noN.
NOTES:
1. $IDf3t'AlJ(S $;VlL HA\'E rOCUD EDGES.
2. C.ONSTRtJ~nr.IN ,JOlNfS SH,'.lL 8E LOCAIID AT STRUCK JOINTS OR EXPANSlONJOiNTS ONLY,
.3. EXPANSION JOiNfS SHALL BE INSTALLED AS SllO\'vN AND .~LONG EDCE A!3UTnNG C1JR13.
4. !::XPANSlON .JOIN!S SH,'lL CONSIST OF CONnNIJOlJS '/2" BITUMINOlJS EXPANSION STRiP, AS SHO\VN,
~, $ICEWAlJ(S TO l3f.: 4' '"y'JCf: EXCEPT AS onim.."ASE NOTED.
6. $ICEWAlJ(S ABUrriNG OJRB: 4' .vlDn~, W/EXPANSION JOINT AT CUR8.
_CONCREJE :3U)e',~1 J'~J< (~ONS JIlUCIIOta OE"r AlL
I
s mEE T ADDRESS
2471 S fATE r~OAD No. 580
ClfY
CLEARWA rEr~
STATE
FLOr~IDA
COUNTY
PINELLAS
r~EGIONAl OWG. NO
or~AWN BY:
D.E.C.
~~a$P25.DWG
DA TE or~AWN:
.3 /05 /01
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