New MedicalComing

New MedicalComing

ComingComing

Under ConstructionUnder Construction

Under ConstructionUnder Construction

SITESITELorraine RdLorraine Rd

70

E State Rd 70E State Rd 70

University PkwyUniversity Pkwy

Lake w

ood

Ranc

h Bl

vd

Lake w

ood

Ranc

h Bl

vd

16,800 AADT16,800 AADT32,957 AADT32,957 AADT

119,500 AA

DT

119,500 AA

DT

54,000 AADT54,000 AADT

47.500 AADT

47.500 AADT

27,500 AADT27,500 AADT

Lakewood RanchHigh School

Lakewood RanchHigh School

Braden RiverMiddle SchoolBraden River

Middle School

Braden RiverElementary School

Braden RiverElementary School

Braden RiverHigh SchoolBraden RiverHigh School

R. Dan Nolan Middle SchoolR. Dan Nolan Middle School

Gilbert W McNealElementary SchoolGilbert W McNeal

Elementary School

The Mall atUniversity

Town Center

The Mall atUniversity

Town Center

State Collegeof Florida

State Collegeof Florida

OutdoorAcademyOutdoorAcademy

Lakewood RanchGolf & Country Club

Lakewood RanchGolf & Country Club

Legacy Golf ClubAt Lakewood

Legacy Golf ClubAt Lakewood

Sarasota Polo ClubSarasota Polo Club

TheaterTheater

San MarcoPlaza

San MarcoPlaza

Robert WillisElementary School

Robert WillisElementary School

LAKEWOOD RANCH BLVD

LAKEWOOD RANCH, FL

5

6

6

7

7

10

MONUMENT DRIVE

LAKEWO

OD

RAN

CH

BLVD

PROPOSED

DENTAL OFFICE

3,800 SF

FFE = 37.25

PROPOSED

RETAIL

1,800 SF

FFE = 37.25

PROPOSED

RESTAURANT

1,400 SF

FFE = 37.25

5

15'15'

15'15'

15'15'

15'

36'

DESIGNATED

LOADING ZONE

(SIGNAGE BY OWNER)

40' BUILDING SETBACK

40' BUILD

ING

SETBACK

20' BUILDING SETBACK

20' BUILD

ING

SETBACK

19'24'

24'

19'24'

19'12'

60'

116.66'

12'5'

12'

4'8'

6'15'

9'(TYP)

9'(TYP)

9'(TYP)

9'(TYP)

9'(TYP)

9'(TYP)

19'24'

19'

12'

5'

6'

6.8'3.2'

9'

13'

9'

17.41'

6'

11'

11.28'10.28'

1'

113.55'

R5'R39'

R5'

R15'

R4.5'

R10'

R10'

R5'

R10'

R25

'

R10

2' R15'

R78

'

R15'

R2'

R4.5

'

R10'

R10'

R4.5'

R15'

R4.5'

R5'

R39'

R5'

R4.5'

R4.5'

R5'

R15

'

R15'

R10'R10'

R4.5

'

0

GRAPHIC SCALE

20' 20' 40'

SITE LAYOUT &UTILITY PLAN

C2.1

LAYOUT AND PAVING NOTES

1. ALL EXISTING STRUCTURES, CONCRETE PADS/WALKS/DRIVES AND UTILITY SERVICES ON THE SITE SHALL BE REMOVED TO FULL DEPTH PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TOBEGINNING WORK.

3. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS AND PAY ALL FEES PRIOR TO BEGINNING WORK.

4. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT, FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALLUTILITIES AND IRRIGATION SLEEVES PRIOR TO INSTALLATION OF PAVEMENT.

5. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT OR STOREMATERIALS WITHIN THE DRIPLINES OF TREES OR OUTSIDE THE LIMIT OF GRADING.

6. CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH WITH NO EXPOSED AGGREGATE ON ANY FACE. ALL CONCRETE TO BE MINIMUM 4,000 PSI COMPRESSIVESTRENGTH WITH 5%(+/-1%) AIR ENTRAINMENT. MIXTURES WITH WATER/CEMENT RATIOS AT 0.5 OR BELOW ARE RECOMMENDED. CURB RAMPS, SIDEWALK SLOPES, ANDDRIVEWAY RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT LOCAL REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REQUESTINSPECTION OF SIDEWALK AND RAMP FORMS PRIOR TO PLACEMENT OF CONCRETE, NO FLY ASH PERMITTED.

7. CONSTRUCTION OF REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH ACI 330 STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE APPLIEDTO ALL CONCRETE SURFACES IMMEDIATELY AFTER BROOM CONTRACTOR SHALL REJECT CONCRETE IF IT CANNOT BE PLACED WITHIN 90 MINUTES OF BATCH TIME ORWITHIN 75 MINUTES DURING SUMMER HIGH TEMPERATURE CONDITIONS.

8. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN RESULTING FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'SEXPENSE.

9. DIMENSIONS ARE TO THE FACE OF CURB, EXPOSED FACE OF WALL, EDGE OF CONCRETE OR TO THE FACE OF BUILDING, UNLESS OTHERWISE NOTED.

10. SCREENED ITEMS INDICATE A PRE-CONSTRUCTION TOPOGRAPHIC SURVEY PROVIDED BY GEOSURV, LLC., DATED 10/02/2018.

11. CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST 1/4 THE CONCRETE THICKNESS, AND SHALL DIVIDE CONCRETEROUGHLY INTO SQUARES WITH MAXIMUM 10' SEGMENTS. JOINTS CAN BE SAWCUT, FORMED, OR TOOLED.

12. MAINTAIN ONE SET OF MARKED-UP AS-BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE ENGINEER UPON COMPLETION.

13. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR COMPLETED SITE. CONSULT ENGINEER FOR SPECIFIC REQUIREMENTS.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING POSTAL DELIVERY METHOD WITH THE LOCAL JURISDICTION. IF A PHYSICAL MAILBOX ISREQUIRED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PURCHASE, LOCATION PLACEMENT, AND INSTALLATION.

15. ALL THE SIGNING AND PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD), FDOT DESIGN STANDARDS, AND THE MANATEE COUNTY PUBLIC WORKS DEPARTMENT - HIGHWAY, TRAFFIC, AND STORMWATER STANDARDS.

16. TRAFFIC CONTROL DEVICES THAT DO NOT CONFORM TO THE LATEST EDITION OF THE MANATEE COUNTY PUBLIC WORKS DEPARTMENT HIGHWAY, TRAFFIC &STORMWATER STANDARDS WITHIN PUBLICLY MAINTAINED RIGHT OF WAY WILL REQUIRE A SIGN AND HARDWARE DIAGRAM AND, IF ACCEPTABLE, AN EXECUTEDMAINTENANCE AGREEMENT PRIOR TO APPROVAL OF CONSTRUCTION PLANS.

SITE DATA TABLE

1. PROPERTY ZONED: PD-MU

2. OVERLAY DISTRICT: ST OVERLAY (SPECIAL TREATMENT) SETBACKS: FRONT (SOUTH AND WEST) = 40'

SIDE (NORTH AND EAST) = 20'REAR = N/A

3. FUTURE LAND USE CLASSIFICATION: 15) MIXED USE

4. FLOOR AREA RATIO (FAR) = 7,000 / 63,600 = 0.11 (< 1.0 MAX.)

5. SITE AREA 63,600 S.F. = 1.46 ACRES

6. BUILDING AREA: 7,000 S.F. GROSS AREA ONE-STORY, MAX HEIGHT = 24'-0" REQUIRED PARKING:

1 SPACE PER 250 GROSS FLOOR AREA (SF) DENTALDENTAL PARKING REQUIRED: 15.2 SPACES

1 SPACE PER 80 GROSS FLOOR AREA (SF) RESTUARANTRESTAURANT PARKING REQUIRED: 17.5 SPACES

1 SPACE PER 250 GROSS FLOOR AREA (SF) RETAILRETAIL PARKING REQUIRED: 7.2TOTAL PARKING REQUIRED: 39.9 (40 SPACES)TOTAL PARKING PROVIDED: 46 SPACES

7. EXISTING IMPERVIOUS AREA: 0.00 ACRES = 0% EXISTING PERVIOUS AREA: 1.46 ACRES = 100%

8. PROPOSED IMPERVIOUS AREA: 0.XX ACRES = XX% PROPOSED PERVIOUS AREA: 0.XX ACRES = XX%

9. ALL BUILDING PERMITS WILL BE ISSUED PRIOR TO THEEXPIRATION OF THE CLOS OR FSP, WHICHEVER OCCURS FIRST.

STRIPING LEGEND

YELLOW CURBINGAND BOLLARDS -PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY AND METAL SURFACES FREE OFRUST. TWO COATS SHERWIN WILLIAMS - KEM4000 ACRYLIC ALKYDENAMEL SAFETY YELLOW B55Y300

STRIPING -PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS -PRO MAR TRAFFIC MARKING PAINT YELLOW TM5495

HANDICAPSTRIPING -PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS -PRO MAR TRAFFIC MARKING PAINT "H.C." BLUE AND WHITE.

FIRE LANESTRIPING -PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY. STRIPING TO BE PAINTED RED,AND "FIRE LANE NO PARKING" TO BE PAINTED RED OR WHITE.COORDINATE AND CONFIRM SPACING AND PAINT COLOR WITH FIREMARSHAL INSPECTOR AT EAST MANATEE FIRE DISTRICT - STATION #6.CONTACT ALEX ONISHENKO AT 941-751-5611

(PRIVATE)

MONUMENT SIGNDETAILS TO BE

PROVIDED BY OWNER

EXISTING ADACURBRAMP TO REMAIN

ROW OR PROPERTYLINE (TYP)

4

BRAD

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N D

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L O

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LW

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, MAN

ATEE

CO

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3420

2

C2.

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REVISIONS:

PROJ. NO.: 18042

SHEET of XXFINAL SITE PLAN

ORIGINAL ISSUE: 10/30/2018

Dylan Tarr, State of Florida, ProfessionalEngineer, License No. 84655; This item has

been digitally signed and sealed by Dylan Tarr,PE using a Digital Signature; Printed copies ofthis document are not considered signed andsealed and the signature must be verified on

any electronic copies

(PUBLIC

)

PD-MU

PD-MU

PD-MU

PD-C

SURFACE MOUNTED,INVERTED "U" BIKE RACK

10C5.1

ACCESSIBLEPARKINGLAYOUT

8C5.1

POSTCURB(TYP)

WHEEL STOP(TYP)

5C5.2

6C5.2

RETAIL/RESTAURANT11'x20'DUMPSTER PAD WITH ENCLOSURE(DETAIL 1/C4.2 ONLY IF FOOD SERVICETENANT IS SELECTED)

6C5.2

DENTAL OFFICE11'x20' DUMPSTER PADWITH ENCLOSURE

3C5.2

1C5.2

TIE INTO EXISTING DRIVE

4C5.1

(8) CURB CUTS@ 15' O.C.

4C5.1

(1) CURBCUT

24" WIDE STOP BAR

"STOP" R1-1 SIGN30"x30"

24" WIDE STOP BAR"STOP" R1-1 SIGN 30"x30"

DIRECTIONAL ARROW(TYP)

"DO NOT ENTER"R5-1 SIGN 30"x30"

EXISTING SIDEWALK

9C5.1

BOLLARDS(2) SITESITE

E State Rd 70E State Rd 70

47,500 AADT

47,500 AADT

Rangeland Pkwy

Rangeland PkwyIntercoastalMedicalIntercoastalMedical

27,500 AADT27,500 AADT

Lakewood Ranch Blvd

Lakewood Ranch Blvd

The Shoppes AtSummer�eld

The Shoppes AtSummer�eld

LAKEWOOD RANCH BLVD

LAKEWOOD RANCH, FL

5

6

6

7

7

10

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4

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5

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0

GRAPHIC SCALE

20' 20' 40'

SITE LAYOUT &

UTILITY PLAN

C2.1

3

C5.1

HEAVY DUTY PAVEMENT

(TYP DRIVE AISLES)

LAYOUT AND PAVING NOTES

1. ALL EXISTING STRUCTURES, CONCRETE PADS/WALKS/DRIVES AND UTILITY SERVICES ON THE SITE SHALL BE REMOVED TO FULL DEPTH PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO

BEGINNING WORK.

3. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS AND PAY ALL FEES PRIOR TO BEGINNING WORK.

4. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT, FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL

UTILITIES AND IRRIGATION SLEEVES PRIOR TO INSTALLATION OF PAVEMENT.

5. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT OR STORE

MATERIALS WITHIN THE DRIPLINES OF TREES OR OUTSIDE THE LIMIT OF GRADING.

6. CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH WITH NO EXPOSED AGGREGATE ON ANY FACE. ALL CONCRETE TO BE MINIMUM 4,000 PSI COMPRESSIVE

STRENGTH WITH 5%(+/-1%) AIR ENTRAINMENT. MIXTURES WITH WATER/CEMENT RATIOS AT 0.5 OR BELOW ARE RECOMMENDED. CURB RAMPS, SIDEWALK SLOPES, AND

DRIVEWAY RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT LOCAL REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REQUEST

INSPECTION OF SIDEWALK AND RAMP FORMS PRIOR TO PLACEMENT OF CONCRETE, NO FLY ASH PERMITTED.

7. CONSTRUCTION OF REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH ACI 330 STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE APPLIED

TO ALL CONCRETE SURFACES IMMEDIATELY AFTER BROOM CONTRACTOR SHALL REJECT CONCRETE IF IT CANNOT BE PLACED WITHIN 90 MINUTES OF BATCH TIME OR

WITHIN 75 MINUTES DURING SUMMER HIGH TEMPERATURE CONDITIONS.

8. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN RESULTING FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S

EXPENSE.

9. DIMENSIONS ARE TO THE FACE OF CURB, EXPOSED FACE OF WALL, EDGE OF CONCRETE OR TO THE FACE OF BUILDING, UNLESS OTHERWISE NOTED.

10. SCREENED ITEMS INDICATE A PRE-CONSTRUCTION TOPOGRAPHIC SURVEY PROVIDED BY GEOSURV, LLC., DATED 10/02/2018.

11. CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST 1/4 THE CONCRETE THICKNESS, AND SHALL DIVIDE CONCRETE

ROUGHLY INTO SQUARES WITH MAXIMUM 10' SEGMENTS. JOINTS CAN BE SAWCUT, FORMED, OR TOOLED.

12. MAINTAIN ONE SET OF MARKED-UP AS-BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE ENGINEER UPON COMPLETION.

13. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR COMPLETED SITE. CONSULT ENGINEER FOR SPECIFIC REQUIREMENTS.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING POSTAL DELIVERY METHOD WITH THE LOCAL JURISDICTION. IF A PHYSICAL MAILBOX IS

REQUIRED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PURCHASE, LOCATION PLACEMENT, AND INSTALLATION.

15. ALL THE SIGNING AND PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD), FDOT DESIGN STANDARDS, AND THE MANATEE COUNTY PUBLIC WORKS DEPARTMENT - HIGHWAY, TRAFFIC, AND STORMWATER STANDARDS.

16. TRAFFIC CONTROL DEVICES THAT DO NOT CONFORM TO THE LATEST EDITION OF THE MANATEE COUNTY PUBLIC WORKS DEPARTMENT HIGHWAY, TRAFFIC &

STORMWATER STANDARDS WITHIN PUBLICLY MAINTAINED RIGHT OF WAY WILL REQUIRE A SIGN AND HARDWARE DIAGRAM AND, IF ACCEPTABLE, AN EXECUTED

MAINTENANCE AGREEMENT PRIOR TO APPROVAL OF CONSTRUCTION PLANS.

SITE DATA TABLE

1. PROPERTY ZONED: PD-MU

2. OVERLAY DISTRICT: ST OVERLAY (SPECIAL TREATMENT)

SETBACKS: FRONT (SOUTH AND WEST) = 40'

SIDE (NORTH AND EAST) = 20'

REAR = N/A

3. FUTURE LAND USE CLASSIFICATION: 15) MIXED USE

4. FLOOR AREA RATIO (FAR) = 7,000 / 63,600 = 0.11 (< 1.0 MAX.)

5. SITE AREA 63,600 S.F. = 1.46 ACRES

6. BUILDING AREA: 7,000 S.F. GROSS AREA

ONE-STORY, MAX HEIGHT = 24'-0"

REQUIRED PARKING:

1 SPACE PER 250 GROSS FLOOR AREA (SF) DENTAL

DENTAL PARKING REQUIRED: 15.2 SPACES

1 SPACE PER 80 GROSS FLOOR AREA (SF) RESTUARANT

RESTAURANT PARKING REQUIRED: 17.5 SPACES

1 SPACE PER 250 GROSS FLOOR AREA (SF) RETAIL

RETAIL PARKING REQUIRED: 7.2

TOTAL PARKING REQUIRED: 39.9 (40 SPACES)

TOTAL PARKING PROVIDED: 46 SPACES

7. EXISTING IMPERVIOUS AREA: 0.00 ACRES = 0%

EXISTING PERVIOUS AREA: 1.46 ACRES = 100%

8. PROPOSED IMPERVIOUS AREA: 0.XX ACRES = XX%

PROPOSED PERVIOUS AREA: 0.XX ACRES = XX%

9. ALL BUILDING PERMITS WILL BE ISSUED PRIOR TO THE

EXPIRATION OF THE CLOS OR FSP, WHICHEVER OCCURS FIRST.

STRIPING LEGEND

YELLOW CURBING

AND BOLLARDS -

PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY AND METAL SURFACES FREE OF

RUST. TWO COATS SHERWIN WILLIAMS - KEM4000 ACRYLIC ALKYD

ENAMEL SAFETY YELLOW B55Y300

STRIPING -

PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS -

PRO MAR TRAFFIC MARKING PAINT YELLOW TM5495

HANDICAP

STRIPING -

PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS -

PRO MAR TRAFFIC MARKING PAINT "H.C." BLUE AND WHITE.

FIRE LANE

STRIPING -

PARKING LOT:

SURFACES SHOULD BE CLEAN, DRY. STRIPING TO BE PAINTED RED,

AND "FIRE LANE NO PARKING" TO BE PAINTED RED OR WHITE.

COORDINATE AND CONFIRM SPACING AND PAINT COLOR WITH FIRE

MARSHAL INSPECTOR AT EAST MANATEE FIRE DISTRICT - STATION #6.

CONTACT ALEX ONISHENKO AT 941-751-5611

(PRIVATE)

MONUMENT SIGN

DETAILS TO BE

PROVIDED BY OWNER

EXISTING ADA

CURBRAMP TO REMAIN

ROW OR PROPERTY

LINE (TYP)

4

BR

AD

EN

TO

N D

EN

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L O

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C2

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S

IT

E.d

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REVISIONS:

PROJ. NO.: 18042

EM

AIL

: D

YL

AN

@T

AR

R-G

RO

UP

.C

OM

PH

ON

E: 3

17

-5

72

-8

27

7

SHEET of XX

FINAL SITE PLAN

ORIGINAL ISSUE: 10/30/2018

Dylan Tarr, State of Florida, Professional

Engineer, License No. 84655; This item has

been digitally signed and sealed by Dylan Tarr,

PE using a Digital Signature; Printed copies of

this document are not considered signed and

sealed and the signature must be verified on

any electronic copies

(P

U

B

LIC

)

PD-MU

PD-MU

PD-MU

PD-C

5

C5.1

CONCRETE

SIDEWALK

5

C5.1

CONCRETE

SIDEWALK

5

C5.1

6' CONCRETE

SIDEWALK

SURFACE MOUNTED,

INVERTED "U" BIKE RACK

10

C5.1

ACCESSIBLE

PARKING

LAYOUT

6

C5.1

CONCRETE SIDEWALK

HEADER SECTION

3

C5.1

STANDARD DUTY PAVEMENT

(TYP PARKING SPACES)

8

C5.1

POST

CURB

(TYP)

WHEEL STOP

(TYP)

5

C5.2

6

C5.2

RETAIL/RESTAURANT11'x20'

DUMPSTER PAD WITH ENCLOSURE

(DETAIL 1/C4.2 ONLY IF FOOD SERVICE

TENANT IS SELECTED)

6

C5.2

DENTAL OFFICE

11'x20' DUMPSTER PAD

WITH ENCLOSURE

3

C5.2

1

C5.2

TIE INTO EXISTING DRIVE

4

C5.1

(8) CURB CUTS

@ 15' O.C.

4

C5.1

(1) CURB

CUT

24" WIDE STOP BAR

"STOP" R1-1 SIGN

30"x30"

24" WIDE STOP BAR

"STOP" R1-1 SIGN 30"x30"

DIRECTIONAL ARROW

(TYP)

"DO NOT ENTER"

R5-1 SIGN 30"x30"

EXISTING SIDEWALK

9

C5.1

BOLLARDS

(2)

Site SelectionDecember 21, 2018

Overview map showing the requested trade area(s) around My Site, 6020 Lakewood Ranch Blvd, Bradenton, FL, 34211:

Copyright 2006-2018 TomTom. All rights reserved. This material is proprietary and the subject of copyright protection, database right protection and other intellectual property rights owned by TomTom or its suppliers. The use of this material is subject to the terms of a license agreement. Any unauthorized copying or disclosure of this material will lead to criminal and civil liabilities.

Trade Areas (in miles) - 1Trade Areas (in miles) - 2Trade Areas (in miles) - 3

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Site SelectionDecember 21, 2018

Daytime Population Comparison Report for My Site, 6020 Lakewood Ranch Blvd, Bradenton, FL, 34211:

1 mile(s) 2 mile(s) 3 mile(s)

2018A Population & Household OverviewPopulation 4,647 18,160 34,697 Household Population 4,647 18,160 34,697 Family Population 88.8% 87.6% 86.8% Non-family Population 11.2% 12.4% 13.2% Group Quarters Population 0 0 0 Households 1,769 6,842 14,169 Family Households 84.0% 86.3% 86.2% Non-family Households 16.0% 13.7% 13.8%

2018A Daytime PopulationTotal Daytime Population 3,883 17,934 32,606 Population aged 16 and under (Children) 1,800 5,595 8,824 Daytime Population Age 16+ 2,084 12,339 23,782 Civilian 16+, at Workplace 700 4,869 9,149Civilian 16+, Unemployed 34 147 229Civilian 16+, Work at home 166 769 1,475Homemakers Age 16+ 577 2,734 5,581Retired population Age 65+ 798 4,452 8,688Student popn: Pre-kindergarten to 8th 1,592 3,902 5,818Student popn: 9th grade-12th grade 196 2,124 3,589Student popn: Post-secondary students 171 674 1,492

© 2010 US Census, All Rights Reserved, Alteryx, Inc.© 2017 Experian, Inc. All Rights Reserved, Alteryx, Inc.© 2017 Easy Analytic Software, Inc. (EASI®) All Rights Reserved, Alteryx, Inc.Experian Data Methodology

© 2018 Alteryx, Inc. All rights reserved. Alteryx is a registered trademark of Alteryx, Inc.

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Site SelectionDecember 21, 2018

Demographic Snapshot Comparison Report for My Site, 6020 Lakewood Ranch Blvd, Bradenton, FL, 34211:

1 mile(s) 2 mile(s) 3 mile(s)

Population: 2018A Total Population 4,647 18,160 34,697 Female Population 51.14% 50.68% 51.03% Male Population 48.86% 49.32% 48.97%Population Density 1,481 1,447 1,229Population Median Age 47.5 52.8 52.4Employed Civilian Population 16+ 2,431 8,749 15,732 % White Collar 83.3% 81.6% 79.2% % Blue Collar 16.7% 18.4% 20.8%Total Q2 2018 Employees 2,047 8,817 15,734Total Q2 2018 Establishments* 298 1,000 1,711 Population Growth 2000-2010 15.14% 61.54% 111.66% Population Growth 2018A-2023 6.63% 12.40% 18.14%

Income: 2018AAverage Household Income $100,554 $115,571 $117,197Median Household Income $82,847 $90,120 $88,466Per Capita Income $38,290 $43,542 $47,858 Avg Income Growth 2000-2010 5.74% 24.57% 29.65% Avg Income Growth 2018A-2023 11.25% 12.82% 13.18%

Households: 2018AHouseholds 1,769 6,842 14,169Average Household Size 2.60 2.42 2.37 Hhld Growth 2000-2010 25.41% 68.71% 121.39% Hhld Growth 2018A-2023 8.80% 12.87% 19.38%

Housing Units: 2018AOccupied Units 1,769 6,842 14,169 % Occupied Units 96.13% 91.86% 88.92% % Vacant Housing Units 3.87% 8.14% 11.08% Owner Occ Housing Growth 2000-2010 12.34% 51.52% 103.65% Owner Occ Housing Growth 2000-2023 44.78% 180.21% 233.04% Owner Occ Housing Growth 2018A-2023 8.52% 11.99% 18.40%Occ Housing Growth 2000-2010 25.41% 68.71% 121.39%Occ Housing Growth 2010-2023 31.53% 86.23% 67.82%Occ Housing Growth 2018A-2023 8.80% 12.87% 19.38%

Race and Ethnicity: 2018A% American Indian or Alaska Native Population 0.14% 0.09% 0.13%

% Asian Population 2.44% 2.89% 3.66%

© 2018 Alteryx, Inc. All rights reserved. Alteryx is a registered trademark of Alteryx, Inc.

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Site SelectionDecember 21, 2018

1 mile(s) 2 mile(s) 3 mile(s)

% Black Population 1.99% 1.69% 2.09%% Hawaiian or Pacific Islander Population 0.04% 0.06% 0.04%% Multirace Population 1.75% 1.65% 1.73%% Other Race Population 0.71% 0.86% 1.01%% White Population 92.93% 92.77% 91.33%

% Hispanic Population 6.57% 5.72% 6.47%% Non Hispanic Population 93.43% 94.28% 93.53%

Seasonal Population TrendingQ4 2015 146 1,239 3,624Q1 2016 157 1,308 3,816Q2 2016 151 1,288 3,721Q3 2016 190 1,384 3,932Q4 2016 192 1,419 3,993Q1 2017 197 1,383 3,933Q2 2017 197 1,383 3,933Q3 2017 176 1,360 3,702Q4 2017 167 1,424 3,790

*Establishment counts include D&B business location records that have a valid telephone, known SIC code and D&B rating as well as exclude cottage industries (businesses that operate from a residence).

© 2010 US Census, All Rights Reserved, Alteryx, Inc.© 2017 Experian, Inc. All Rights Reserved, Alteryx, Inc.© 2017 Easy Analytic Software, Inc. (EASI®) All Rights Reserved, Alteryx, Inc.Experian Data Methodology

© 2018 Alteryx, Inc. All rights reserved. Alteryx is a registered trademark of Alteryx, Inc.

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