HPB - IFB Constr Plans 05.12.26.pdf

ROADWAY & PAVEMENT MARKING PLANS

N

STATE OF

No 95965

ESNECIL MAHGIR

B .L ADNA

M A

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

KISINGER CAMPO & ASSOC. CORP.

111 N. MAGNOLIA AVE. STE. 1050

ORLANDO, FL 32801

AMANDA L. BRIGHAM, P.E. NO. 95965

ENGINEER OF RECORD:

ROADWAY PLANS

(407) 426-7307

APRIL 24TH, 2026

FINAL PLANS

LOCATION OF PROJECT

STORMWATER POLLUTION PREVENTION PLAN15 - 16

ROADWAY PLAN SHEETS8 - 14

GENERAL NOTES6 - 7

PROJECT LAYOUT5

TYPICAL SECTION DETAILS3 - 4

TYPICAL SECTION2

KEY SHEET1

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SHEET DESCRIPTIONSHEET NO.

ORANGE COUNTY

INDEX OF ROADWAY PLANS

TOURISM OVERSIGHT DISTRICT

CENTRAL FLORIDA

PLANNING & ENGINEERING DEPARTMENT

CONTRACT PLANS

CONTRACT PLANS COMPONENTS

NO.

SHEET

YEAR

FISCAL

RESURFACING PAVEMENT ONLY PROJECT

FROM E. BUENA VISTA DRIVE TO SR 535

HOTEL PLAZA BLVD.

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FLO

RID

A'S

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

BEE LINE

EXPRESSWAY

TU

RN

PIK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

CITY

LAKE

£ CONST. HOTEL PLAZA

STA. 747+46.04

END PROJECT

£ CONST. HOTEL PLAZA

STA. 703+06.70

BEGIN PROJECT

- 4.075HOTEL PLAZA

LANE MILES:

MATCH EXIST. *

MATCH EXIST. * MATCH EXIST. *

0'-12'± 12'± 0'-12'±VARIES VARIES

EXIST. LANDSCAPING

12'±

TRAVEL LANESTURN LANE TURN LANE

MATCH EXIST.*

NORTHBOUND

MILL & RESURFACE

GUTTER

EXIST. CURB &

STA. 703+06.70 TO STA. 747+46.04

HOTEL PLAZA BLVD.

TYPICAL SECTION

AND FRICTION COURSE FC-12.5 (TRAFFIC E) (PG 82-22) (1 1/2")

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (PG 82-22) (2"),

MILL EXISTING ASPHALT PAVEMENT (3 1/2" DEPTH)

NB - STA. 710+62.57 TO STA. 747+46.04

SB - STA. 718+86.40 TO STA. 747+46.04

TRAVEL LANES/TURN LANES/DRIVEWAYS

MATCH EXISTING CROSS SLOPE *

AT NO TIME SHALL WATER BE PERMITTED TO BE HELD IN MILLED AREAS. 4.

EXPOSING BASE TO PREVENT WATER INTRUSION.

THE CONTRACTOR SHALL RESURFACE WITHIN 24 HOURS OF 3.

BASE PREPARATION BEING APPROVED BY CEI PRIOR TO PRIMING COAT.

MATERIAL BEFORE INSTALLING THE NEW STRUCTURAL COURSE, THE

A PRIME COAT LAYER SHALL BE APPLIED ON THE EXPOSED BASE 2.

OF ASPHALT IS REQUIRED BEFORE OPENING THE LANE TO TRAFFIC.

APPLICATION OF PRIME OR TACK COAT AND A MINIMUM OF ONE LIFT

OF TWO PASSES OF A 5 TO 12 TON RUBBER TIRE ROLLER. AN

AND ROLL THE EXPOSED LIMEROCK BASE COURSE WITH A MINIMUM

LIMEROCK BASE MAY OCCUR. REMOVE ANY LOOSE ASPHALT REMNANTS

1. DURING MILLING OPERATIONS, ENCROACHMENT INTO THE EXISTING

NOTES:

CFTOD R/W LINE

0'-6'±

GROUND

NATURAL

SIDEWALK

EXIST. CONC.

GUTTER

EXIST. CURB &

VARIES

HOTEL PLAZA

£ CONST.

AND FRICTION COURSE FC-12.5 (TRAFFIC E) (PG 82-22) (1 1/2")

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (PG 82-22) (2 1/2"),

MILL EXISTING ASPHALT PAVEMENT (4" DEPTH)

SB STA. 703+06.70 TO STA. 718+86.40

NB STA. 703+06.70 TO STA. 705+00.00

TRAVEL LANES/TURN LANES/DRIVEWAYS

AND FRICTION COURSE FC-12.5 (TRAFFIC E) (PG 82-22) (1 1/2")

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (PG 82-22) (1 1/2"),

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (PG 82-22) (2"),

MILL EXISTING ASPHALT PAVEMENT (5" DEPTH)

NB - STA. 705+00.00 TO STA. 710+62.57

TRAVEL LANES/TURN LANES/DRIVEWAYS

MATCH EXIST. *MATCH EXIST. *

MATCH EXIST. *

0'-12'±12'±0'-12'± 12'±

TRAVEL LANES TURN LANETURN LANE

MATCH EXIST.*

SOUTHBOUND

MILL & RESURFACE

CFTOD R/W LINE

0'-6'±

GROUND

NATURAL

SIDEWALK

EXIST. CONC.

GUTTER

EXIST. CURB &

VARIES

FRICTION COURSE FC-12.5 (TRAFFIC E) (PG 82-22) (1 1/2")

MILL EXISTING ASPHALT PAVEMENT (1 1/2" DEPTH)

SEE PLANS FOR LOCATIONS

DRIVEWAYS

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License No. 95965

Professional Engineer

State of Florida

AMANDA L. BRIGHAM

K

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5/13/2026

TO BE REMOVED

EXIST. 3 1/8" CONCRETE PAVERS

TO BE REMOVED

EXIST. BEDDING SAND

TO BE REMOVED

EXISTING 8" CONCRETE BASE

TO BE REMOVED

EXISTING #6 DOWELS (TYP.)

TO BE REMOVED

CONCRETE HEADER CURB

EXIST 12" WIDE

TO REMAIN

LBR 40

EXIST 12" STABILIZATION

REPEAT ON THE OPPOSITE SIDE OF THE ROADWAY6.

TEMP STRIPE, OPEN TO TRAFFIC5.

ELEVATION TOTALING 5.125"

PLACE 2 LIFTS OF TEMP ASPHALT TO BRING CROSSWALK TO ROADWAY4.

PLACE 3 LIFTS @ 2.5" OF B-12.5 FOR BASE COURSE.3.

REMOVE PAVERS BEDDING SAND AND CONCRETE HEADER CURB2.

SAW CUT CROSS WALK LONGITUDINALLY AT ¡ OF ROADWAY1.

WITH ADJACENT ROADWAY TEMP STRIPE OPEN TO TRAFFIC.

EXCEED 3" AND SHOULD FACILITATE FC COURSE PLACEMENT FLUSH

AND ADD NEW STRUCTURAL COURSE. LIFT THICKNESS SHALL NOT

PAVE 2 LIFTS OF SP 12.5 PG 76-22 TO REPLACE MILLED B 12.52.

OR CROSS SLOPE TRANSITIONS.

CASE BY CASE BASIS TO NOT IMPACT ADJACENT INTERSECTIONS

CROSSWALK TO A DEPTH OF 6". LIMITS OF MILL TO BE EVALUATED ON A

PERFORM A DEEP MILL UP TO 50-FEET ON EITHER SIDE OF THE1.

STEP 1 - CROSSWALK REMOVAL

STEP 2 - MILLING & RESURFACING

6" 9' 6"

12" WHITE (THERMOPLASTIC)12" WHITE (THERMOPLASTIC)

PATTERNED PAVEMENT

DETAIL 1

DETAIL 2

EXIST. BASE

6"

(TRAFFIC E) (PG 82-22) (1 1/2")

FRICTION COURSE FC-12.5

DETAIL 3

JOINT BY MILLING THE EXISTING PAVEMENT STRUCTURE.

6-INCH WIDE SHELF WILL BE CREATED AT THE TRANSVERSE

OF EXISTING PAVERS TO PROPOSED SECTIONS, A MINIMUM

FOR THE AREAS OF DEEP MILLING WHERE REPLACMENT (1)NOTE :

MILL DEPTH

TYPE B 12.5 ONLY)(

OPTIONAL BASE GROUP 12

(TRAFFIC E) (PG 82-22) (1 1/2")

FRICTION COURSE FC-12.5

SP (TRAFFIC E) (PG 82-22)

TOP STRUCTURAL COURSE LIFT

SP (TRAFFIC E) (PG 82-22)

TOP STRUCTURAL COURSE LIFT

SP (TRAFFIC E) (PG 82-22)

TOP STRUCTURAL COURSE LIFT

SP (TRAFFIC E) (PG 82-22)

TOP STRUCTURAL COURSE LIFT

N.T.S.

PATTERNED PAVEMENT CROSSWALK

JOINT BETWEEN RESURFACING SEGMENTS

N.T.S.

PAVEMENT JOINT

INTERSECTION OF HOTEL PLAZA BLVD. & DRURY PLAZA HOTEL

INTERSECTION OF HOTEL PLAZA BLVD. & CFTOD ADMIN BUILDING

N.T.S.

EXISTING PAVER CROSSWALK REMOVAL

PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES.5.

STEEL PLATE THE ROAD.

TO THE DISTRICT AFTER EVERY WORK SHIFT CONTRACTOR SHALL NOT

CONTRACTOR SHALL RESTORE THE ROADWAY TO A CONDITION ACCEPTABLE 4.

ASPHALT ELEVATION AFTER EACH SHIFT/NIGHT.

THE ELEVATION OF THE REMOVED ASPHALT SHALL MATCH EXISTING 3.

ONE SHIFT.

CONTRACTOR SHALL NOT REMOVE MORE THAN WHAT CAN BE REPLACED IN 2.

EVEN IF THE STEPS BELOW ARE CHOSEN BY THE CONTRACTOR.

CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE MEANS AND METHOD 1.

NOTES:

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License No. 95965

Professional Engineer

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SIDEWALK

5'-0" EXIST.

SIDEWALK CURB

1:12

RAMP

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CR-ED

MATCH EXIST.

BEGIN CURB RAMP REPLACEMENT

MATCH EXIST.

END CURB RAMP REPLACEMENT

DETAIL 4

TYPES D & E PER FDOT STANDARD PLANS 522-002

CURB RAMP SHOWN IS MODIFIED FROM CURB RAMP

7'-0"

DETECTABLE WARNING SURFACE

STA. 716+10, 80' RT

CURB RAMP

SIDEWALK CURB

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0 745

CURVE HP1 DATA

PI STA. = 704+53.56

¬ = 84°23'19" (RT)

D = 14°59'56"

T = 346.31'

L = 562.63'

R = 382.00'

PC STA. = 701+07.25

PRC STA.= 706+69.88

N

0 100 400

Feet

CURVE HP2 DATA

PI STA. = 708+06.50

¬ = 16°16'56" (LT)

D = 05°59'58"

T = 136.62'

L = 271.39'

R = 955.00'

PRC STA.= 706+69.88

PT STA. = 709+41.27

CURVE HP3 DATA

PI STA. = 718+18.00

¬ = 19°27'23" (LT)

D = 04°59'59"

T = 196.47'

L = 389.16'

R = 1,146.00'

PC STA. = 716+21.53

PT STA. = 720+10.69

CURVE HP4 DATA

PI STA. = 727+71.28

¬ = 42°06'04" (LT)

D = 06°59'45"

T = 315.22'

L = 601.81'

R = 819.00'

PC STA. = 724+56.07

PT STA. = 730+57.87

CURVE HP5 DATA

PI STA. = 742+73.62

¬ = 83°50'02" (RT)

D = 08°59'41"

T = 571.89'

L = 932.04'

R = 637.00'

PC STA. = 737+01.74

PT STA. = 746+33.78

N10°08'09"W

N57°58'14"E

N38°30'51"E

N03°35'14"W

N80°14'48"E

CURVE HP1

CURVE HP2

CURVE HP3

CURVE HP4

CURVE HP5

PRC STA. 706+69.88

PT STA. 709+41.27

PC STA. 716+21.53

PT STA. 720+10.69

PC STA. 724+56.07

PT STA. 730+57.87

PC STA. 737+01.74

PT STA. 746+33.78

PC STA. 701+07.25

£ CONST. HOTEL PLAZA

2 3

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License No. 95965

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5/13/2026

APPROVAL.

STAMPED ASPHALT TO BE BRICK RED IN COLOR. PATTERN AND COLOR WILL BE SUBMITTED TO CFTOD FOR REVIEW AND 30.

FOR LAYDOWNS MAY BE REQUIRED DEPENDING UPON USE.

29. CONTRACTOR SHALL SUBMIT ANY LAYDOWN LOCATIONS TO CFTOD P&E FOR REVIEW AND APPROVAL. EROSION CONTROLS

TO EACH HOTEL / RESORT SHALL REMAIN FULLY OPERATIONAL AT ALL TIMES.

ALL HOTEL / RESORT ACCESS DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. AT LEAST ONE ACCESS DRIVEWAY28.

DOCUMENTATION MUST BE SECURED PRIOR TO THE COMMENCEMENT OF RELATED WORK.

USE PERMITS, AND ANY OTHER APPLICABLE LOCAL, STATE, OR FEDERAL AUTHORIZATIONS. ALL REQUIRED

INCLUDING BUT NOT LIMITED TO MAINTENANCE OF TRAFFIC PERMITS, UTILITY CONNECTION PERMITS, RIGHT OF WAY

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS REQUIRED FOR THE WORK,27.

CONDITIONS.

OVERLAY AND REQUIRE A REDUCED MILL DEPTH. REPLACE ASPHALT IN GUTTER IN ORDER TO MAINTAIN THE EXISTING

USE CAUTION DURING MILLING OPERATIONS WHEN ADJACENT TO CURB. EXISTING CURB GUTTER MAY HAVE ASPHALT26.

BE AFFECTED.

IMPLEMENTATION IN ORDER TO ALLOW ENOUGH TIME TO COMMUNICATE TO ALL PARTIES PROPERTY WIDE THAT MAY

25. ALL LANE CLOSURE REQUESTS & DETOURS SHALL BE REVIEWED & APPROVED BY THE OWNER TWO WEEKS PRIOR TO

IS REQUIRED BEFORE OPENING THE LANE TO TRAFFIC.

12 TON RUBBER TIRE ROLLER. AN APPLICATION OF PRIME OR TACK COAT AND A MINIMUM OF ONE LIFT OF ASPHALT

ASPHALT REMNANTS AND ROLL THE EXPOSED LIMEROCK BASE COURSE WITH A MINIMUM OF TWO PASSES OF A 5 TO

24. DURING MILLING OPERATIONS, ENCROACHMENT INTO THE EXISTING LIMEROCK BASE MAY OCCUR. REMOVE ANY LOOSE

IDENTIFYING EROSION CONTROLS SHALL BE SUBMITTED TO CFTOD COMPLIANCE FOR REVIEW AND APPROVAL.

MS. MELISSA PULVER (407 828-3841) ON EROSION CONTROL REQUIREMENTS. AT A MINIMUM A SITE PLAN

CONTRACTOR SHALL COORDINATE WITH CFTOD PLANNING & ENGINEERING OFFICE - COMPLIANCE SUPERVISOR

23. INLET PROTECTION OF TYPE APPROVED BY CFTOD P&E DEPARTMENT, SHALL BE USED DURING CONSTRUCTION.

PRIOR TO CONSTRUCTION.

22. COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER & KCA OF ANY DISCREPANCIES

21. VERIFY ALL MEASUREMENTS AT THE SITE FOR ACCURACY AND CORRECTNESS.

IMMEDIATELY.

20. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS THE OWNER & KCA SHALL BE NOTIFIED

MATERIAL OR PRODUCT IS TO BE USED SHALL BE VERIFIED WITH THE OWNER OR LAND DESIGNER PRIOR TO BIDDING.

THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED, ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT

BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON

19. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY, SURVEY THE PROPERTY AND

ARE PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE.

18. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES

17. CONTRACTOR SHALL COMPLY WITH OSHA AND OTHER APPLICABLE JOB SAFETY REGULATIONS AT ALL TIMES.

HAULING. HAUL ROUTES SHALL BE APPROVED BY CFTOD P&E DEPARTMENT.

16. CONTRACTOR TO PROVIDE AND MAINTAIN AT NO EXPENSE TO THE OWNER ALL NECESSARY ROADS OR TRAILS FOR

OPERATIONS MAY REQUIRE CFTOD RIGHT-OF-WAY PERMITS WHICH ARE THE RESPONSIBILITY OF THE SITE CONTRACTOR.

15. THE ACCESS TO AND FROM THE SITE MAY FROM TIME TO TIME CHANGE AT THE DIRECTION OF THE OWNER HANDLING

SET OF RECORD DRAWINGS CERTIFIED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

DRAWINGS AS WELL AS TYPE WRITTEN IN TABULAR FORMAT. UPON COMPLETION OF THE PROJECT SUBMIT ONE COMPLETE

UTILITY FEATURES. INFORMATION SHALL BE LEGIBLY HANDWRITTEN ON THE MOST CURRENT SET OF CONSTRUCTION

AND UTILITY PIPE SYSTEMS INCLUDING IRRIGATION SLEEVES AND MATERIALS AND SIZES OF ALL DRAINAGE AND

ELEVATIONS AND CLEARANCE DISTANCES BETWEEN CROSSINGS (AND TOP ELEVATIONS IF APPLICABLE) OF ALL DRAINAGE

CONSTRUCTION. RECORD DRAWING INFORMATION SHALL INCLUDE (AT A MINIMUM) HORIZONTAL LOCATIONS AND INVERT

14. MAINTAIN DAILY RECORD DRAWINGS INCLUDING DATA RELATED TO ALL SURFACE FEATURES AT ALL TIMES DURING

13. ALL FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES REFER TO THE LATEST EDITION OF THE STANDARD PLANS.

OWNER'S REPRESENTATIVE.

EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS, THE MOST STRINGENT WILL APPLY AS DETERMINED BY THE

OTHERWISE REQUIRED BY APPLICABLE FEDERAL, STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS IN THE

12. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS CONTAINED HEREIN AND/OR

CONTRACTOR TO MAINTAIN PEDSETRIAN ACCESS AT ALL TIMES.11.

(850) 488-2427

TALLAHASSEE, FLORIDA 32030 (407) 560-6198

3900 COMMONWEALTH BOULEVARD JEFF GREEN

BUREAU OF SURVEYING AND MAPPING LAKE BUENA VISTA, FL 32030

C/O DEPARTMENT OF NATURAL RESOURCES PO BOX 10000

OCEAN SERVICE ADVISOR RCES SURVEY AND MAPPING

IS IN DANGER OF BEING DESTROYED OR DAMAGED NOTIFY THE FOLLOWING PRIOR TO CONSTRUCTION:

10. PROTECT ANY MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION IF THE CORNER MONUMNENT

BE NOTIFIED.

9. IF IN THE EVENT THREATENED/ENDANGERED SPECIES ARE ENCOUNTERED, WORK SHALL STOP AND CFTOD SHALL

OFF SITE CONSTRUCTION.

8. COORDINATE CONSTRUCTION UNDER THIS CONTRACT WITH ALL OTHER SITE CONSTRUCTION AND/OR ADJACENT

KATHERINE LUETZOW, CFTOD, 407-828-2250 (FIRST POINT OF CONTACT).

THE PROJECT SITE. IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE FOLLOWING:

7. IF HISTORICAL OR ARCHEOLOGICAL ARTIFACTS, SUCH AS INDIAN ARTIFACTS, ARE DISCOVERED AT ANY TIME WITHIN

WITH CFTOD COMPLIANCE.

6. A NOI IS NOT ANTICIPATED FOR THIS PROJECT. ALL EROSION CONTROL DEVICES SHALL BE COORDINATED

5. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

TRANSPORTATION STANDARD PLANS, LATEST EDITION, AND APPROVED BY CFTOD P&E DEPARTMENT.

ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE FLORIDA DEPARTMENT OF

4. FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN

(407) 566-6078

CELEBRATION, FL 34736

1120 CELEBRATION C203A

D. DISNEY FIBER OPTIC

(407)-532-8148 (407) 828-6648

ORLANDO, FL, 32810 LAKE BUENA VISTA, FL 32803

3767 ALL AMERICAN BLVD. 3100 BONNET CREEK ROAD

G. SPECTRUMC. SMART CITY TELECOM

(407) 828-2250

(407) 420-6607 LAKE BUENA VISTA, FL 32803

ORLANDO, FL 32801 1900 HOTEL PLAZA BLOULEVARD

600 WEST ROBINSON STREET PLANNING AND ENGINEERING

F. TECO PEOPLES GAS B. CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD)

WATER/SEWER: (407) 824-3684

GENERAL: (407) 824-4759

UTILITY EMERGENCY (24/7): (407) 824-4185

(407) 938-6661 BEFORE DIG: 811: (800) 432-4770

LAKE BUENA VISTA, FL 32803

3250 BONNET CREEK ROAD LAKE BUENA VISTA, FL 32803

PO BOX 10000 5300 CENTER DRIVE

E. DUKE ENERGY A. REEDY CREEK ENERGY SERVICES (RCES)

3. UTILITY CONTACTS ARE AS FOLLOWS:

CONTROL ROOM AT 407-824-4185.

RCES OFFICE. AFTER 4:00 PM AND ON WEEKENDS, EMERGENCY LOCATES WILL STILL BE PROCESSED THROUGH THE RCES

HTTP://WWW.SUNSHINE811.COM TO SUBMIT A TICKET. PROVIDE A MAP WITH THE SUNSHINE TICKET NUMBER TO THE

FOR UTILITY LOCATES FROM REEDY CREEK ENERGY SERVICES (RCES), CALL 811 (1-800-432-4770) OR VISIT

NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION.

LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE

CONTRACTOR DURING CONSTRUCTION. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPAINIES ON EXACT

ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. THE EXACT LOCATION SHALL BE DETERMINED BY THE

2. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMIT, FOR STANDARD DETAILS NOT SHOWN IN PLANS, SEE THE LATEST EDITION OF THE FDOT STANDARD PLANS.

1. ALL MATERIALS, CONSTRUCTION METHODS AND TESTING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

GENERAL NOTES

2:14:28 PMwsuits c:\pww\kca_prod\d0180712\GNNTRD01.dgn

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License No. 95965

Professional Engineer

IS

IN

G

E R

C A

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O r l a n d o

F l o r i d a

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M a g n o li a A v e

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S

5/13/2026

DOUBLE TREE SUITES BY HILTON ORLANDO·

FOLLOWING HOTELS / RESORTS:

THE CONTRACTOR SHALL PERFORM THE WORK NEEDED AT EACH DRIVEWAY FOR HALF OF THE DRIVEWAY AT A TIME FOR THE

THE CONTRACTOR SHALL SUBMIT THIS PLAN A MINIMUM OF 10 CALENDAR DAYS PRIOR TO THE START OF WORK.

THE CONTRACTOR SHALL PROVIDE A PLAN WITH DATES, TIMES AND DURATION FOR REVIEW AND APPROVAL BY THE DISTRICT.

RENAISSANCE ORLANDO RESORT'S WEST ENTRANCE / DRIVEWAY.

THE HOLIDAY INN ORLANDO DISNEY'S EAST ENTRANCE / DRIVEWAY SHALL NOT BE CLOSED AT THE SAME TIME AS THE

HILTON ORLANDO LAKE BUENA VISTA·

DRURY PLAZA HOTEL ORLANDO – DISNEY·

RENAISSANCE ORLANDO RESORT·

HOLIDAY INN ORLANDO DISNEY·

WYNDHAM GARDEN LAKE BUENA VISTA·

DRIVEWAY COMPLETELY FUNCTIONAL FOR THE FOLLOWING HOTELS/RESORTS:

THE CONTRACTOR MAY CLOSE OFF ONE DRIVEWAY FOR A LIMITED AMOUNT OF TIME WHILE MAINTAINING THE SECOND 31.

GENERAL NOTES

2:15:42 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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License No. 95965

Professional Engineer

IS

IN

G

E R

C A

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O C

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S

O r l a n d o

F l o r i d a

N

M a g n o li a A v e

S u it e

S E

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O A

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T A

.0

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H O

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L P

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N O P

A R

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IN

G

705 706

£ CONST. HOTEL PLAZA

HOTEL PLAZA BLVD.

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

E

B

U E

N A

V I S

T A

D

R

N

Feet

0 10

EXIST. CFTOD R/W

EXIST. CFTOD R/W

LEGEND

5.0" MILL & RESURFACE

DIRECTIONAL ARROW

CURVE HP2 DATA

PI STA. = 708+06.50

¬ = 16°16'56" (LT)

D = 05°59'58"

T = 136.62'

L = 271.39'

R = 955.00'

PRC STA. = 706+69.88

PT STA. = 709+41.27

CURVE HP1 DATA

PI STA. = 704+53.56

¬ = 84°23'19" (RT)

D = 14°59'56"

T = 346.31'

L = 562.63'

R = 382.00'

PC STA. = 701+07.25

PRC STA. = 706+69.88

+07.01

52.92' LT.

+06.38

41.60' RT.

CURVE HP1

CURVE HP2

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

INLET PROTECTION

BEGIN PROJECT

BEGIN MILLING & RESURFACING

BEGIN PAVEMENT MARKINGS

MATCH EXISTING

STA. 703+06.70

£ CONST. HOTEL PLAZA

4.0" MILL & RESURFACE

PRC STA. 706+69.88

W Y

N D

H A

M

L

A K

E

B U

E N

A

V I S

T A

STA. 707+00.00

PER SPI 425-021

INLET TOP, TYPE 5

REPLACE EXIST. CURB

1.5" MILL & RESURFACE

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

24" WHITE

24" WHITE

+52

+52

+46

24" WHITE @ 6'

+56

+36

+37

+74

+42

+66

+35

+45

6" WHITE (2' - 4' SKIP)

W/R RPMS @ 20'

8" WHITE W/

18" WHITE @ 20'

W/R RPMS @ 20'

6" WHITE W/

+55

6" WHITE

+26

+47

+45

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

12" WHITE

12" YELLOW

12" YELLOW @ 4'

NO PARKING MESSAGE, MATCH EXISTING

(6' - 10' SKIP)

6" WHITE

W Y/Y RPMS @10'

6" DOUBLE YELLOW

+81.23

45.21' LT.

+92.94

48.86' LT.

+51.54

139.23' LT.

+82.36

119.12' LT.

+00.00

40.81' RT.

2:15:48 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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License No. 95965

Professional Engineer

IS

IN

G

E R

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I A

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O r l a n d o

F l o r i d a

N

M a g n o li a A v e

S u it e

716709

S E

E

R

O A

D W

A Y

P

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(0

M A

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H

L I N

E

S

T A

.0

S E

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O A

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P L

A N

M A

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709 710 711 712 713 714 715 716710 715710

£ CONST. HOTEL PLAZA

HOTEL PLAZA BLVD.

N57°58'14"E

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

N

Feet

0 10

CURVE HP2 DATA

PI STA. = 708+06.50

¬ = 16°16'56" (LT)

D = 05°59'58"

T = 136.62'

L = 271.39'

R = 955.00'

PRC STA. = 706+69.88

PT STA. = 709+41.27

EXIST. CFTOD R/W

EXIST. CURB & GUTTER

EXIST. CFTOD R/W

CURVE HP2

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

LEGEND

5.0" MILL & RESURFACE

DIRECTIONAL ARROW

INLET PROTECTION

3.5" MILL & RESURFACE

4.0" MILL & RESURFACE

PT STA. 709+41.27

& GUTTER

EXIST. CURB

EXIST. CURB & GUTTER

WYNDHAM LAKE

BUENA VISTA

HILTON ORLANDO LAKE

BUENA VISTA

STA. 709+20.00

PER SPI 425-021

INLET TOP, TYPE 5

REPLACE EXIST. CURB

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 20'

6" WHITE W/

W/R RPMS @ 20'

6" WHITE W/

24' WHITE

24' WHITE

+06

+67

+14

+41

+31

+40

+30

+07

+26 +04

+02+28

+19

+61

+50

+16

+58

+62

+16

+63

+40

24' WHITE @ 6'

+21

+13

+78

6" WHITE

18" WHITE @ 20'

W/R RPMS @ 20'

8" WHITE W/

W/R RPMS @ 20'

6" WHITE W/

+32

6" YELLOW

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

(6' - 10' SKIP)

6" WHITE

6" YELLOW

W Y/Y RPMS @10'

6" DOUBLE YELLOW

(6' - 10' SKIP)

6" WHITE

(6' - 10' SKIP)

6" WHITE

+21

+03.82

169.23' RT.

+26.58

167.77' RT.

+65.72

168.06' RT.

+88.51

169.63' RT.

+60.88

64.89' RT.

+62.57

88.83' RT.

+96.77

47.22' RT.

+65.39

95.02' LT.

+00.54

90.44' LT.

2:15:53 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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License No. 95965

Professional Engineer

IS

IN

G

E R

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O r l a n d o

F l o r i d a

N

M a g n o li a A v e

S u it e

723716

S E

E

R

O A

D W

A Y

P

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(0

M A

T C

H

L I N

E

S

T A

.0

S E

E

R

O A

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A Y

P

L A

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(0

M A

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H

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.0

R O

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H O

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L P

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V D

720720

£ CONST. HOTEL PLAZA

HOTEL PLAZA BLVD.

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

N

Feet

0 10

EXIST. CFTOD R/W

EXIST. CFTOD R/W

CURVE HP3 DATA

PI STA. = 718+18.00

¬ = 19°27'23" (LT)

D = 04°59'59"

T = 196.47'

L = 389.16'

R = 1,146.00'

PC STA. = 716+21.53

PT STA. = 720+10.69

CURVE HP3

N57°58'14"E

N38°30' 51"E

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

2) SEE TYPICAL SECTION DETAILS

FOR CR-ED DETAILS

LEGEND

3.5" MILL & RESURFACE

DIRECTIONAL ARROW

INLET PROTECTION

4.0" MILL & RESURFACE

PC STA. 716+21.53

PT STA. 720+10.69

HILTON ORLANDO LAKE

BUENA VISTA

H O

L I D

A Y

I N

N

H O

L I D

A Y

I N

N

C F

T

M I N

B

U I L

D I N

G

C F

T

M I N

B

U I L

D I

U

E

G R

E

L Y

PATTERNED PAVEMENT

TO BE REPLACED

CURB RAMP

PATTERNED PAVEMENTWITH

REMOVED AND REPLACED

EXISTING PAVERS TO BE

CR-ED

1.5" MILL & RESURFACE

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

24' WHITE

24' WHITE

24' WHITE

24' WHITE

24" WHITE @ 6'

24" WHITE @ 6'

+80

+40

+46

+79

+57

+43

+77

+26

+86

+67

+81

+80

+79

+77

W Y/Y RPMS @10'

6" DOUBLE YELLOW

W/R RPMS @ 20'

6" WHITE W/

W/R RPMS @ 20'

6" WHITE W/

+41

+70

+77

+77

+67

+77

W Y/Y RPMS @10'

6" DOUBLE YELLOW

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

6' WHITE

6" YELLOW

6' WHITE

+72

24" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

6" WHITE

6" WHITE24' WHITE @ 6'

24' WHITE

W Y/Y RPMS @10'

6" DOUBLE YELLOW

W Y/Y RPMS @10'

6" DOUBLE YELLOW

(6' - 10' SKIP)

6" WHITE

(6' - 10' SKIP)

6" WHITE

(6' - 10' SKIP)

6" WHITE

+76.94

37.90' LT.

+29.24

38.28' LT.

+85.81

37.23' LT.

+95.40

48.68' LT.

+61.02

38.52' LT.

+45.64

50.03' LT.

+00.06

90.55' LT.

+60.44

44.65' RT.

+49.94

57.52' RT.

+48.23

100.79' RT.

+13.24

101.72' RT.

+05.02

58.55' RT.

+90.45

45.50' RT.

+22.90

105.49' RT.

+52.11

105.53' RT.

+61.45

47.25' RT.

+12.66

99.07' LT.

+90.80

99.05' LT.

+10.87

100.86' RT.

+88.51

100.88' RT.

+45.36

40.03' LT.

+50.68

34.87' LT.

+26.66

96.09' LT.

+01.43

38.94' LT.

+96.34

33.53' LT.

+00.00

43.60' RT.

+05.18

48.54' RT.

+50.81

42.34' RT.

+45.86

47.53' RT.

2:15:58 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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License No. 95965

Professional Engineer

State of Florida

AMANDA L. BRIGHAM

K

IS

IN

G

E R

C A

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S

O r l a n d o

F l o r i d a

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S u it e

S E

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A Y

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£ CONST. HOTEL PLAZA

HOTEL PLAZA BLVD.

N38°30'51"E

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

N

Feet

0 10

EXIST. CFTOD R/W

EXIST. CFTOD R/W

CURVE HP4 DATA

PI STA. = 727+71.28

¬ = 42°06'04" (LT)

D = 06°59'45"

T = 315.22'

L = 601.81'

R = 819.00'

PC STA. = 724+56.07

PT STA. = 730+57.87

CURVE HP4

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

LEGEND

3.5" MILL & RESURFACE

DIRECTIONAL ARROW

INLET PROTECTION

PC STA. 724+56.07

R E

N A I S

S A

N C

E

O

R L

A N

D O

R E

S O

R T

A

N D

S

P A

R E

N A I S

S A

N C

L A

N D

O R

E S

O

D

S

P A

1.5" MILL & RESURFACE

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 20'

6" WHITE W/

W/R RPMS @ 20'

6" WHITE W/

24' WHITE

24' WHITE

24' WHITE

24" WHITE @6'

24" WHITE @6'

+12

+29

+82 +22

+07

+13

+90

+88

+13 +13

+64

+69

+94

+71

+95

+93

24" WHITE @ 6'

6' WHITE

6" YELLOW

6' WHITE

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

6" DOUBLE YELLOW

6" DOUBLE YELLOW

6" WHITE

+10

W Y/Y RPMS @10'

6" DOUBLE YELLOW

(6' - 10' SKIP)

6" WHITE

(6' - 10' SKIP)

6" WHITE

+60.40

98.63' RT.

+31.52

99.71' RT.

+07.72

41.01' RT.

+12.99

38.00' LT.

+27.80

91.10' LT.

+51.97

91.73' LT.

+68.03

40.98' LT.

+22.25

90.97' RT.

+95.08

90.64' RT.

+78.46

30.92' RT.

+78.96

37.85' RT. +49.15

31.64' RT.

+16

2:16:02 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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License No. 95965

Professional Engineer

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M a g n o li a A v e

S u it e

737730

S E

E

R

O A

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P

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(0

M A

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H

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E

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T A

.0

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730 731 732 733 734 735 736 737730 735730

£ CONST. HOTEL PLAZA

HOTEL PLAZA BLVD.

N03°35'14"WEXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

N

Feet

0 10

EXIST. CFTOD R/W

EXIST. CFTOD R/W

CURVE HP4 DATA

PI STA. = 727+71.28

¬ = 42°06'04" (LT)

D = 06°59'45"

T = 315.22'

L = 601.81'

R = 819.00'

PC STA. = 724+56.07

PT STA. = 730+57.87

CURVE HP4

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

LEGEND

3.5" MILL & RESURFACE

DIRECTIONAL ARROW

INLET PROTECTION

PATTERNED PAVEMENTWITH

REMOVED AND REPLACED

EXISTING PAVERS TO BE

PT STA. 730+57.87

D R

U R

Y

P

L A Z

A

H

O T E

L

D R

U R

Y

P

L A Z

A

H

O T E

L

D O

U B L E T

R E E B

Y H

IL

T O

N

STA. 736+60.00

PER SPI 425-021

INLET TOP, TYPE 6

REPLACE EXIST. CURB

PATTERNED PAVEMENT

1.5" MILL & RESURFACE

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

24' WHITE

24' WHITE

24' WHITE

24' WHITE

24" WHITE

+11

+47 +87

+03

+37

+37

+95

+61

+61

+03

+27 +15

+64

+33

+37

+37

+11+40

+11

+11

+05

24" WHITE @ 6'

6" DOUBLE YELLOW

+76

W/R RPMS @ 20'

6" WHITE W/

+29.05

51.65' LT.

6" YELLOW

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

W/ MD/Y RPMS @ 12"

YELLOW REFL PAINT

6' WHITE

6" YELLOW

6' WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/ W/R RPMS @ 40'

(10' - 30' SKIP)

6" WHITE

W/R RPMS @ 20'

6" WHITE W/

(6' - 10' SKIP)

6" WHITE

+86

6" DOUBLE YELLOW

6" DOUBLE YELLOW

(6' - 10' SKIP)

6" WHITE

(6' - 10' SKIP)

6" WHITE

+77.10

41.78' LT.

+77.34

44.04' LT.

+29.05

51.65' LT.

+70.04

100.88' LT.

+09.94

47.56' LT.

+09.91

44.98' LT.

+83.55

100.83' LT.

+53.24

100.75' LT.

+58.03

54.79' LT.

+45.17

41.30' LT.

+57.85

60.48' RT.

+45.17

46.52' RT.

+62.01

99.23' RT.

+05.01

99.11' RT.

+92.70

60.48' RT.

+04.23

44.43' RT.

+04.23

42.98' LT.

+91.26

54.79' LT.

+94.23

45.31' RT.

+89.06

50.48' RT.

+94.23

39.62' LT.

+89.06

44.79' LT.

+60.34

44.79' LT.

+55.17

39.62' LT.

+55.17

45.27' RT.

+60.38

50.48' RT.

2:16:06 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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740 741

740740

£ CONST. HOTEL PLAZA

HOTEL P

LAZA B

LVD. EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

N

Feet

0 10

EXIST. CFTOD R/W

EXIST. CFTOD R/W

CURVE HP5 DATA

PI STA. = 742+73.62

¬ = 83°50'02" (RT)

D = 08°59'41"

T = 571.89'

L = 932.04'

R = 637.00'

PC STA. = 737+01.74

PT STA. = 746+33.78

CURVE HP5

N0 3° '1 4"

W

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

LEGEND

3.5" MILL & RESURFACE

DIRECTIONAL ARROW

INLET PROTECTION

PC STA. 737+01.74

STA. 737+40.00

PER SPI 425-021

INLET TOP, TYPE 6

REPLACE EXIST. CURB

STA. 742+00.00

PER SPI 425-021

INLET TOP, TYPE 5

REPLACE EXIST. CURB

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

W/R RPMS @ 20'

6" WHITE W/

+24

+90

+24

+42

+00

(6' - 10' SKIP)

6" WHITE W/ W/R RPMS @ 24'

12" WHITE (3'-9' SKIP)

(6' - 10' SKIP)

6" WHITE

+16

2:16:10 PMemolina c:\pww\kca_prod\d0180712\PLANRD01.dgn

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License No. 95965

Professional Engineer

IS

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G

E R

C A

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I A

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S

O r l a n d o

F l o r i d a

N

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E

E

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£ CONST. HOTEL PLAZA

HOTEL PLAZA BLVD.

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

S R

(V I N

E L

A N

D

R

D

N

Feet

0 10

EXIST. CFTOD R/W

EXIST. CFTOD R/W

CURVE HP5 DATA

PI STA. = 742+73.62

¬ = 83°50'02" (RT)

D = 08°59'41"

T = 571.89'

L = 932.04'

R = 637.00'

PC STA. = 737+01.74

PT STA. = 746+33.78

CURVE HP5

N80°14'48"E

NOTE:

1) BASELINE AND CURVE DATA ARE

SHOWN FOR INFORMATIONAL PURPOSES

ONLY. NO HORIZONTAL OR VERTICAL

SURVEY HAS BEEN PERFORMED

2) COORDINATE TEMPORARY TRAFFIC

CONTROL TO ENSURE NO CONFLICT WITH

EXISTING CONSTRUCTION ACTIVITIES

ALONG SR 535 (VINELAND RD.).

LEGEND

3.5" MILL & RESURFACE

DIRECTIONAL ARROW

INLET PROTECTION

END PROJECT

END MILLING & RESURFACING

END PAVEMENT MARKINGS

MATCH EXISTING

STA. 747+46.04

£ CONST. HOTEL PLAZA

PT STA. 746+33.78

BEGIN TYPE A CURB

PER SPI 520-001

+85.10, 6.17' LT.

END TYPE A CURB

PER SPI 520-001

+14.87, 6.46' LT.

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

W/R RPMS @ 40'

6" WHITE (10' - 30' SKIP) W/

24' WHITE

+00

+27

W/R RPMS @ 20'

6" WHITE W/

24" WHITE @ 6'

12" WHITE

+09

+26

6" WHITE (2' - 4' SKIP)

6" WHITE (2' - 4' SKIP)

2:17:02 PMemolina c:\pww\kca_prod\d0180712\SWPPCN01.dgn

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License No. 95965

Professional Engineer

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ANY CONSTRUCTION ACTIVITY HAS EITHER TEMPORARILY OR PERMANENTLY CEASED.

WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, BUT NO LATER THAN 7 DAYS AFTER

PRACTICES SHALL TAKE PLACE AS SOON AS PRACTICAL IN PORTIONS OF THE PROJECT

IN ALL AREAS WHERE RUNOFF MAY LEAVE THE PROJECT SITE. STABILIZATION

BUT NOT LIMITED TO SEDIMENT BARRIER AND TURBIDITY BARRIER SHALL BE PLACED

ACTIVITIES ARE TAKING PLACE IN THE AREA. EROSION CONTROL DEVICES, INCLUDING

NEEDED, TEMPORARY DITCH BLOCKS MAY BE USED IN SWALES WHEN CONSTRUCTION

AS PROTECTION AROUND EXISTING INLETS INCLUDING DITCH BOTTOM INLETS. IF

THESE RESTRICTIONS. INLET PROTECTION, SUCH AS SYNTHETIC BALES WILL BE USED

TO WETLANDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE ABOUT

TURBIDITY BARRIER MAY BE REQUIRED IN PLACE OF SILT FENCE IN AREAS ADJACENT

CONTROL DEVICE WITHIN THE CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT. STAKED

AND OTHER COMPARABLE DEVICES. HAY BALES ARE NOT ALLOWED AS AN EROSION

BY CFTOD ARE SHEET PILES, PORTABLE COFFERDAMS, INFLATABLE WATER STRUCTURES,

MUST BE COMPOSED OF NON-ERODIBLE MATERIALS. MATERIALS COMMONLY APPROVED

IN LIVE STREAMS, CANALS, OR ACTIVE WATER BODIES. DITCH BLOCKS OR DAMS

EARTHEN DITCH BLOCKS OR DAMS OR OTHER ERODIBLE MATERIAL TO BE PLACED

DEVICE(S) MAY INCREASE ENVIRONMENTAL DEGRADATION. CFTOD DOES NOT ALLOW

BEST MANAGEMENT PRACTICES DUE TO POOR PERFORMANCE OR BECAUSE THE

HANDBOOK. CFTOD MAY ELECT TO RESTRICT OR PROHIBIT CERTAIN EROSION CONTROL

THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTORS

THE PLANS ACCORDING TO THE CFTOD LAND DEVELOPMENT REGULATIONS AND

2.4 THE EROSION CONTROL DEVICES FOR THESE ACTIVITIES ARE SPECIFIED IN

PERFORMED AS NEEDED.

COVERED BED AND THE 3RD AXLE TO BE DROPPED. BROOM SWEEPING SHALL BE

CONTROL AND SOIL TRACKING DURING CONSTRUCTION. ALL TRUCKS WILL REQUIRE A

2.3 THE CONTRACTOR WILL PROVIDE POLLUTION CONTROL BY IMPLEMENTING DUST

BE REQUIRED AT THE DISCRETION OF CFTOD COMPLIANCE.

IMMEDIATE REQUIREMENT FOR WORK STOPPAGE. ADDITIONAL EROSION CONTROLS MAY

COMPLIANCE PERSONNEL. ANY DEVIATION FROM THIS PROCEDURE MAY RESULT IN AN

MAY BE DONE ONLY AFTER AUTHORIZATION IS OBTAINED FROM CFTOD DESIGNATED

ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES

APPROVED BY CFTOD DESIGNATED COMPLIANCE PERSONNEL PRIOR TO ANY CONSTRUCTION

ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND

COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

CONTROL DEVICES MUST BE REVIEWED AND APPROVED BY CFTOD DESIGNATED

CONSTRUCTION SITE WILL BE REQUIRED. ALL ALTERNATIVE EROSION PREVENTION AND

MAINTAINING STATE WATER QUALITY STANDARDS FOR DISCHARGE FROM THE

EROSION CONTROL PLAN PROVE NOT TO BE EFFECTIVE, ALTERNATE METHODS FOR

IN THE EVENT THAT EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THE

IN THE CFTOD LAND DEVELOPMENT REGULATIONS.

WHICH MAY OCCUR REPEATEDLY DURING THE SUMMER MONTHS, AS SPECIFIED

THE SEVERE RAIN EVENTS (MORE THAN TWO (2) INCHES IN FOUR (4) HOURS)

CONTINGENCY PLANS FOR DEALING WITH ALL WEATHER CONDITIONS INCLUDING

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DEVELOP

AND FEDERAL LAW, SHALL BE IMPLEMENTED.

SPECIFIED IN THE PLAN, THAT IS REQUIRED TO COMPLY WITH LOCAL, STATE,

THE MINIMUM STANDARDS. ANY EROSION CONTROL MEASURE BEYOND THAT

THE MEASURES SET FORTH IN THE EROSION CONTROL PLAN ARE INTENDED AS

OR MATERIALS TO ADAPT TO SEASONAL VARIATIONS.

CONTROL PLAN. THE CONTRACTOR WILL ALSO BE REQUIRED TO MODIFY THE PLAN

2.2 THE CONTRACTOR WILL BE REQUIRED TO PREPARE A SPECIFIC EROSION

N/A

(2) WETLAND AREA:

N/A

F. (1) NAME OF RECEIVING WATERS:

* AREAS TO BE STABILIZED:

N/A

* LOCATIONS OF TEMPORARY CONTROLS:

BELOW GROUND WILL BE DISTURBED.

ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR

THE AREAS TO BE DISTURBED ARE SHOW IN THE ROADWAY PLANS AND TYPICAL SECTIONS.

* AREAS OF SOIL DISTURBANCE:

N/A

* APPROXIMATE SLOPES:

N/A

* DRAINAGE PATTERNS:

CONSTRUCTION PLANS.

THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF THESE

OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS FOR

THE CONSTRUCTION PLANS ARE BEING USED AS THE REQUIRED SITE MAP. THE LOCATION

E. SITE MAP:

AT THE FOLLOWING APPROXIMATE LOCATIONS (LATITUDE, LONGITUDE):

(4) FOR LOCATIONS OF OUTFALLS SEE CONSTRUCTION PLANS. OUTFALLS ARE LOCATED

N/A

(3) ESTIMATES OF SIZE OF DRAINAGE AREA FOR EACH OUTFALL:

N/A

(2) DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE:

N/A

(1) RUNOFF COEFFICIENTS BEFORE, DURING, AND AFTER CONSTRUCTION:

D. RUNOFF DATA:

TOTAL AREA TO BE DISTURBED: 0.00 ACRES.

TOTAL PROJECT AREA: 7.07 ACRES.

C. AREA ESTIMATES:

B. MAJOR SOIL DISTURBING ACTIVITIES:

ASPHALT PAVEMENT.

REHABILITATION WILL CONSIST OF MILLING AND RESURFACING OF THE EXISTING

DRIVE TO SR 535, FOR APPROXIMATELY 4,444 FT.

PAVEMENT REHABILITATION FOR HOTEL PLAZA BLVD. FROM E BUENA VISTA

THE CENTRAL FLORIDA TOURIST OVERSIGHT DISTRICT (CFTOD) PROPOSES TO PERFORM

PROJECT DESCRIPTION:

DRIVE TO SR 535.

THE LIMITS OF THE PROJECT EXTEND ALONG HOTEL PLAZA BLVD. FROM E BUENA VISTA

PROJECT LIMITS:

MAINTENANCE OF TRAFFIC PLANS, ROADWAY WIDENING, AND DRAINAGE IMPROVEMENTS.

AND WILL APPLY TO PHASED CONSTRUCTION PLANS INCLUDING, BUT NOT LIMITED TO,

THIS SWPPP IS APPLICABLE TO ALL PHASES OF CONSTRUCTION FOR THIS PROJECT

A. CONSTRUCTION ACTIVITY:

1.0 SITE DESCRIPTION

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License No. 95965

Professional Engineer

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CONTACT THE PROJECT ENGINEER.

DISCHARGES. IF THE CONTRACTOR ENCOUNTERS CONTAMINATED SOILS OR GROUNDWATER,

THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER

(EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE

THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES

5.0 NON-STORMWATER DISCHARGES

MEASURES, AS APPROVED BY THE ENGINEER.

PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL

PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL

OF EACH WORK DAY.

AND TURBIDITY CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END

INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. ALL SEDIMENT, EROSION,

THE CONTRACTOR SHALL INITIATE REPAIRS IMMEDIATELY WHEN AN INSPECTION

CEASED, UNTIL THE CONTRACTOR'S NOT HAS BEEN MAILED TO FDEP.

* ALL AREAS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

* STORMWATER MANAGEMENT SYSTEMS.

* STRUCTURAL CONTROLS.

* AREAS USED FOR STORAGE MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

LATEST STORMWATER POLLUTION PREVENTION PLAN.

SHALL ALSO ENSURE THAT CONTROL INSTALLED IN THE FIELD AGREE WITH THE

THE CONTRACTOR SHALL INSPECT THE FOLLOWING ITEMS DAILY. THE CONTRACTOR

END OF A RAIN EVENT TOTALING 0.5 INCHES OR GREATER.

ALL EROSION AND CONTROL DEVICES WILL BE INSPECTED WITHIN 24 HOURS AT THE

SEDIMENTATION CONTROL INSPECTOR'S MANUAL FOR CURRENT REQUIREMENTS.

MAY CHANGE AND IS DIRECTED TO REVIEW THE FDEP STORMWATER EROSION AND

THE CONTRACTOR'S ATTENTION IS DRAWN TO THE FACT THAT INSPECTION REQUIREMENTS

PRE-CONSTRUCTION MEETING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY CFTOD COMPLIANCE PERSONNEL OF THE PROJECT

4.0 INSPECTION

___ DITCH BLOCKS (NON-ERODIBLE)

___ RIP RAP

___ TURBIDITY BARRIER

___ VELOCITY CONTROL DEVICES

___ STORM SEWERS

___ CURBS AND GUTTERS

___ STORM OUTLET STRUCTURES

___ STORM INLET SEDIMENT TRAP

___ SEDIMENT BASINS

___ SEDIMENT TRAPS

___ DITCH LINER

___ TIMBER BEDDING AT CONSTRUCTION EXIT

___ ROCK BEDDING AT CONSTRUCTION EXIT

___ FLUMES

___ PIPE SLOPE DRAINS

___ DIVERSION, INTERCEPTOR OR PERIMETER DITCHES

___ BERMS

___ INLET PROTECTION

___ SEDIMENT BARRIER

(2) STRUCTURAL PRACTICES

OTHER

___ POLYMER ENHANCE BMP (APS SILT STOP)

___ PRESERVATION OF NATURAL RESOURCES

___ BUFFER ZONES

___ ARTIFICIAL COVERING

___ TEMPORARY MULCHING

___ PERMANENT PLANTINGS, SODDING, OR SEEDING

___ TEMPORARY GRASSING

___ TEMPORARY SODDING

(1) STABILIZATION PRACTICES

A. EROSION AND SEDIMENT CONTROLS

MONITORING THE SYSTEM OR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED.

CONTROL DEVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

NEEDED AND DEPLOYMENT SCHEDULES FOR THE IMPLEMENTING OF ALL EROSION

THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ADDITIONAL CONTROLS ARE

X

X

X

SEDIMENTATION CONTROL INSPECTORS HANDBOOK.

LAND DEVELOPMENT REGULATIONS AND THE FLORIDA STORMWATER, EROSION, AND

OF THE PROJECT. MAINTENANCE SHALL BE CONDUCTED IN ACCORDANCE WITH THE CFTOD

ALL EROSION CONTROL DEVICES AND PRACTICES THROUGHOUT THE CONSTRUCTION PHASE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND MAINTENANCE OF

3.0 MAINTENANCE

MEETING ALL LOCAL, STATE, AND FEDERAL DISCHARGE STANDARDS.

OF THE PROPOSED PLAN BY CFTOD DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM

PROCEEDING WITH PROJECT CONSTRUCTION AND PRIOR TO SUBMITTING TO FDEP. APPROVAL

CONTROL PLAN, NOI AND NARRATIVE SWPPP MUST BE RECEIVED FROM CFTOD BEFORE

REVIEW AND APPROVAL PRIOR TO SUBMITTING TO FDEP. WRITTEN APPROVAL OF THE EROSION

THE CONTRACTOR IS TO PREPARE THE NOI. THE CONTRACTOR MUST SUBMIT TO CFTOD FOR

N/A

D. APPROVED STATE, LOCAL PLANS OR STORMWATER PERMIT(S)

OR FEDERAL AGENCY HAVING JURISDICTION.

WITH ANY REQUIREMENTS AND REGULATIONS OF ANY LOCAL, STATE,

BY THE ENGINEER. DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE

IS ENCOUNTERED, CONSTRUCTION WILL STOP AND WORK WILL NOT RESUME UNTIL DIRECTED

IN THE SECTION 104 EROSION CONTROL PLAN. IF CONTAMINATED SOIL OR GROUNDWATER

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP

(5) NON-STORM WATER DISCHARGE AND HAZARDOUS WASTE, INCLUDING SPILL REPORTING

PESTICIDES: NONE REQUIRED.

ENGINEER.

982. AT THE DISCRETION OF THE CONTRACTOR WITH COORDINATION OF THE

"FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" SECTION

FERTILIZERS WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH

(4) FERTILIZERS AND PESTICIDES:

N/A

(3) SANITARY WASTE

OTHER:

___ STABILIZED CONSTRUCTION ENTRANCE

___ EXCESS DIRT ON ROAD REMOVED DAILY

___ LOADED HAUL TRUCKS TO HAVE 3RD AXLE DROPPED

___ LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

___ HAUL ROADS DAMPENED FOR DUST CONTROL

(2) OFFSITE VEHICLE TRACKING

PRACTICES AS DIRECTED BY THE MANUFACTURER.

BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO THE EPA'S STANDARD

FERTILIZER, HYDROCARBON OR OTHER CHEMICAL CONTAINERS SHALL

THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL

THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN

(1) WASTE DISPOSAL

C. OTHER CONTROLS

SAME AND NOT DISTURBED.

EXISTING INLETS AND SWALES. EXISTING OUTFALL LOCATIONS HAVE REMAINED THE

STORMWATER COLLECTION WILL BE PROVIDED ON THE PROJECT UTILIZING

B. DESCRIPTION OF STORM WATER MANAGEMENT

BE IMPLEMENTED AT THE DIRECTION OF THE ENGINEER.

MANDATES AND STANDARD PRACTICES. OTHER STRUCTURAL PRACTICES MAY

THE DEVICES INDICATED ABOVE WILL BE IMPLEMENTED ACCORDING TO THE

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