Final_Plans.pdf

NO.

SHEET

YEAR

FISCAL

1 22

SHEET DESCRIPTIONSHEET NO.

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

10:57:16 PM C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\1_KEYSRD01A.dgn4/8/2024

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

N http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, January 2023 Standard Specifications

T H

E

O F

F I C I A

L

R

E C

O R

D

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I L

I G I T

A L L

Y

S I G

N

A N

D

S

E A

L

U

D E

R

R

U L E

G .0

F .A .C

BUS STOP PLANS

CONTRACT PLANS COMPONENTS

LAUDERDALE

FORT

MYERS

FORT

PROJECT MANAGER:

COLLIER COUNTY

IN THE ELECTRONIC DOCUMENTS.

THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED.

PRINTED COPIES OF THIS DOCUMENT ARE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

CONTRACT PLANS

NTS

LaBELLE

& HIBISCUS DR

HAMMOCK ROAD

RATTLESNAKE-

BS #221

& BUSH ST W

LINCOLN BLVD

BS #382

LIZ SORIANO, PM

ENGINEER OF RECORD:

BUS STOP LOCATION MAP

OF COMMISSIONERS:

COLLIER COUNTY BOARD

Plans Component.

Standard Plans for Bridge Construction are included in the Structures

APPLICABLE IRs: IR536-001-01, IR521-001-01 http://www.fdot.gov/design/Standardplans.shtm at the following website:

Standard Plans for Road Construction and associated Irs are available

Road and Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2022-23 Standard plans for

EXPRESSWAY

T U

R N P

IK

E

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

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

NEIGHBORHOOD ENHANCEMENT DIVISION

COLLIER COUNTY PUBLIC TRANSIT AND

CONTRACT NO.

33372

& STRADA PL

TAMIAMI TRAIL

BS #27

& THRIVE DR

PINE RIDGE RD

BS #498

WILLIAM L. MCDANIEL, JR.DISTRICT 5:

DAN KOWALDISTRICT 4:

BURT L. SAUNDERSDISTRICT 3:

CHRIS HALLDISTRICT 2:

RICK LOCASTRODISTRICT 1:

4/8/2024 10:57:16 PM C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\1_KEYSRD01A.dgn

PENSACOLA

LOCATION OF PROJECTS

#27, #221 & #498 PLANS

INDEX OF BUS STOPS

4 - 5

CONSTRUCTION PLANS

IMPROVEMENTS

ADA BUS STOPS #27, #221 & #498

COLLIER AREA TRANSIT

FDOT STD PLANS INDEX 522-001/002

BS #498 PINE RIDGE & THRIVE DR

& HIBISCUS DR

BS #221 RATTLESNAKE-HAMMOCK RD

BS #27 TAMIAMI TRAIL & STRADA PL

TYPICAL SECTIONS & DETAILS

GENERAL NOTES

SUMMARY OF PAY ITEMS

KEY SHEET

REVISED FEB. 19, 2025

Rod Leder Cloud

Rod Leder Text Box

Rod Leder Text Box

Rod Leder Cloud

Rod Leder Cloud

C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\2_CESSRD01.dgn

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

4/8/2024 11:30:33 PM

T

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A .C

NEIGHBORHOOD ENHANCEMENT DIVISION

COLLIER COUNTY PUBLIC TRANSIT AND

PROJECT NO.

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

33372

FINAL SUBMITTAL

APR. 8, 2024

SUMMARY OF PAY ITEMS

1.1 1.1

1.1

Rod Leder Text Box

Rod Leder Text Box

Rod Leder Text Box

Rod Leder Text Box

Rod Leder Text Box

REVISED S/W CONC QTY

Rod Leder Text Box 2/19 /25

C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\3_GNNTRD01.dgn

REVISIONS

DATE DESCRIPTION

4/8/2024 2:20:54 AM

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A

PROJECT NO.

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

33372

FINAL SUBMITTAL

APR. 8, 2024

CONSTRUCTION NOTES:APPLICABLE STANDARDS:

GENERAL NOTES

INDEX 102-600 (SERIES) TRAFFIC CONTROL.

5. 2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX NO. 522-001 CONCRETE SIDEWALK.

4. 2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX NO. 353-001 CONCRETE SLAB REPLACEMENT.

3. 2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX NO. 520-001 CURB & GUTTER.

2. 2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

FACILITIES AND 2012 FLORIDA ACCESSIBILITY CODE.

1. 2010 ADA ACCESSIBILITY GUIDELINES FOR TRANSPORTATION

TO MOBILIZATION.

1. FIELD VERIFY LOCATIONS OF EXIST. UTILITIES PRIOR

2. INSTALL ALL EROSION CONTROL DEVICES PER APPLICABLE

STANDARDS.

3. INSTALL NEW TYPE 'E' CURB & GUTTER AT ALL RURAL LOCATIONS.

4. CONST. CONC. S/W ALL RURAL LOCATIONS FOR B&A AREA W/

CROSS SLOPE <= 2% (MATCH BACK OF PROP. CURB & GUTTER).

5. INSTALL EXPANSION JOINT AT ALL LOCATIONS MATCHING EXIST.

6. INSTALL BUS STOP STRUCTURE FOUNDATION, SHELTER AND

7. PLACE SOD AT 2' MIN. WIDTH ON EXIST. GROUND ADJACENT TO

NEW CONSTRUCTION AND/OR ALL DISTURBED AREAS WITHIN THE

RIGHT OF WAY.

ACCESSORIES PER DETAIL SHEETS.

SIDEWALK.

SAWCUT EXIST. EDGE OF PAVEMENT FOR LINEAR INSTALLATION.

C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\4_TYPSRD01.dgn

REVISIONS

DATE DESCRIPTION

4/8/2024 2:23:12 AM

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A

PROJECT NO.

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

33372

FINAL SUBMITTAL

APR. 8, 2024

4AND DETAILS (1)

TYPICAL SECTIONS

C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\5_TYPSRD02.dgn

REVISIONS

DATE DESCRIPTION

4/8/2024 2:23:34 AM

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A

PROJECT NO.

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

33372

FINAL SUBMITTAL

APR. 8, 2024

5AND DETAILS (2)

TYPICAL SECTIONS

TAMIAMI TRAIL N (NB)

R/W LINE

B.S.#27 SIGN

LIGHT POLE

D.B.I.

LIGHT POLE

6TAMIAMI TRAIL & STRADA PL

BUS STOP #27

STRADA PL

C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\7_PLANRD27A.dgn

REVISIONS

DATE DESCRIPTION

4/8/2024 2:24:15 AM

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

VICINITY MAPAERIAL & LOCATION PLAN

1"=30'N

N

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

PROJECT NO.

33372

1"=10'N

SITE PLAN

N

CROSS-SECTION

FINAL SUBMITTAL

NO SCALE

APR. 8, 2024

5'EXIST. SHELTER 6'

& CENTER ON EXIST. PANEL)

(MATCH BACK OF EXIST. S/W

TO PROVIDE B&A AREA

CROSS SLOPE <= 2%

CONST. 2' X 5' PAD W/

DIRECTION OF TRAFFIC

R/W LINE

6' CONC S/W

CURB & GUTTER

.1

.1

.1

.0

.7

.3

.4

.6

.7

6'

TRAIL N

TAMIAMI

CURB & GUTTER

EXIST TYPE 'F'

1.5%

+20 +40+10 +30 +50 +60

2'

B&A S/W PANEL

EXIST. 5'x6'

B&A S/W PAD

PROP. 5'x2'

G:\Shared drives\Capital_Consulting\000000.Admin\19. RJL_CCS Project Files\CCS all as of 10-6-2024\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\10_PLANRD221A.dgn

DATE DESCRIPTION

10/24/2024 8:56:00 PM

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

VICINITY MAP

1"

N

AERIAL & LOCATION PLAN

N

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

PROJECT NO.

33372

1"

N

SITE PLAN

N

CROSS-SECTION

FINAL SUBMITTAL

NO SCALE

APR. 8, 2024

5'

B.S. SIGN #221

RELOCATED

3' 5' 3'

AREA (1:4)

PROP. FILL

& CENTER ON EXIST. PANEL)

(MATCH BACK OF EXIST. S/W

TO PROVIDE B&A AREA

CROSS SLOPE <= 2%

CONST. 2' X 5' PAD W/

48'

.4

.7

.9

.9

.9

.5

.6

.7

.8

7' 6'2'

1:

CURB & GUTTER

EXIST TYPE 'F'

1.5%

HAMMOCK RD

RATTLESNAKE

+20 +40+10 +30 +50 +60

2'

B&A S/W PANEL

EXIST. 5'x6'

B&A S/W PAD

PROP. 5'x2'

R/W LINE

RATTLESNAKE HAMMOCK RD

LIGHT POLE

ESMT LINE

B/A PAD LOCATION

ROAD & HIBISCUS DR

RATTLESNAKE-HAMMOCK

BUS STOP #221

DRIVE

HIBISCUS

Rod Leder Text Box

Rod Leder Text Box

REVISED BS LOCATION

Rod Leder Text Box 2/19 /25

C:\Projects\CCS\2023\0_Collier County\600126_ADA Bus Stops\Design Plans 07\12_PLANRD498.dgn

DATE DESCRIPTION

5/19/2024 4:31:31 PM

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A

ADVANCE MOT CERT. NO. 28347

EMAIL: ADAM.AHMAD@CAPITALENGR.COM

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT., SUITE 108

CAPITAL CONSULTING SOLUTIONS

ADAM AHMAD, P.E. NO. 72472

VICINITY MAP

1"

N

AERIAL & LOCATION PLAN

N

07 BUS STOP IMPROVEMENTS

COLLIER AREA TRANSIT ADA

PROJECT NO.

33372

1"

N

SITE PLAN

N

CROSS-SECTION

FINAL SUBMITTAL

NO SCALE

APR. 8, 2024

.2

.8

.9

.1

.2

.9

.0

.1

.2

4' 6'1'

1:

CURB & GUTTER

EXIST TYPE 'F'

1.5%

RIDGE RD

PINE

+20 +40+10 +30 +50 +60

2'

B&A S/W PANEL

EXIST. 5'x6'

B&A S/W PAD

PROP. 5'x2'

CURB & GUTTER

6' CONC S/W

TOB

TOE

6' 5' 6'

3'

'8'

B.S. SIGN #498

RELOCATED(1:4 MAX.)

GRADE TO EXIST.

& CENTER ON EXIST. PANEL)

(MATCH BACK OF EXIST. S/W

TO PROVIDE B&A AREA

CROSS SLOPE <= 2%

CONST. 2' X 5' PAD W/

22'

PINE RIDGE RD

LIGHT POLE

R/W LINE

PINE RIDGE RD & THRIVE DR

BUS STOP #498

THRIVE DR

M.E.S.

SIGN

B.S.#498

SIGN

NAME

STREET

SIGN

NAME

STREET

LOCATION

B.S.

Flexible Pavt.

Rigid Pavt.

Flexible Pavt.

Rigid Pavt.

5'5'5'5'

5'5' 5' 5' 5'5'5'5' 5' 5'5'5'5'"

5'5'5'5' 5' 5' 5'

30' Max.

5'5' 5' 5' 5'5'5' 5' 5'5' 5' 5' 5'

30' Max.

Graded Driveway

Sidewalk

Edge of Travel Way

Shoulder Line

Shoulder Line

Edge of Travel Way

Warning Surface

2' Detectable

Warning Surface

2' Detectable

:2

:4

M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2022-23 SHEETINDEX

11/01/18

CONCRETE SIDEWALK

522-001 2 2

D D D D D E D

30' Max.

A D D D D D E D D F D D A D D E D D A

B C B C

A B C B C B C B C B A B C B C A

M in

LONGITUDINAL SECTION

OPEN JOINTS

SIDEWALK JOINTS

LEGEND:

SAWED JOINTS

M in

30' Max.

120' Max. 30' Max. 30' Max.120' Max.

the Engineer.

locations when called for in the plans or at locations as directed by

" Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate

1F-

Joint(s) Required When Length Exceeds 30'

" Deep (within 12 hours) Max. 30' Centers

1" Saw Cut Joints, 1

3E-

" Deep (within 96 hours) Max. 5' Centers2 1" Saw Cut Joints, 116

3D-

" Formed Open Joints8 1C-

" Dummy Joints, Tooled8 1B-

(e.g. drainage inlets and utility poles).

driveways, sidewalk-intersections, and all other fixed objects

" Expansion Joints (Preformed Joint Filler) between the sidewalk and 2 1A-

Graded Driveway

SECTION C-C

0.02 Max.

Varies

CONTINUOUS SIDEWALK

DISCONTINUOUS SIDEWALK

PLAN

C

C

Border

PLAN

Driveway Side Road

C

C

Border

Driveway Side Road

LEGEND:

4" Thick Sidewalk

CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS

2'-0" Detectable Warnings

S id e w a lk

U ti li ty S tr ip

M a x

DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS

2'-0" Detectable Warnings

S id e w a lk

U ti li ty S tr ip

FLUSH SHOULDER SIDEWALKS

:2

:4

M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2022-23 SHEETINDEX

11/01/20

DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS

522-002 6 7

OPTION A OPTION B

GENERAL NOTES:

not required to be aligned.

truncated domes with the centerline of the ramp; otherwise, the truncated domes are

C. If detectable warnings are shown in the Plans on slopes greater than 5%, align the

5 feet from the back of the curb or edge of pavement.

minimum depth of 2 feet measured perpendicular to the curb line and no greater than

B. Place detectable warnings across the full width of the ramp or landing, to a

A. Install detectable warnings in accordance with Specification 527.

Detectable Warnings: 4.

B. Alpha-identifications CR-I and CR-J are intentionally omitted.

purposes in the Plans.

A. Sidewalk curb ramp alpha-identifications (e.g. CR-A) are provided for reference

Curb Ramp Alpha-Identification: 3.

as shown in the Plans.

C. Width of Curb Ramp is 4'-0" minimum. Match sidewalk or Shared Use Path width curb transition or to the extent that no remaining section is less than 5 feet long.

B. Remove any existing curb, curb and gutter, or sidewalk to the nearest joint beyond the

A. Refer to Index 522-001 for concrete thickness and sidewalk details.

Curb, Curb and Gutter and/or Sidewalk: 2.

with Index 522-001. No joints are permitted within the ramp portion of the Curb Ramp.

D. Joints permitted at the location of Slope Breaks. Otherwise locate joints in accordance

Ramp slopes are not required to exceed 15 feet in length.

C. Maintain a single longitudinal slope along each side of the curb ramp.

B. Landings must have cross-slopes less than or equal to 0.02 in any direction.

where the requirements cannot be met.

are maximums. With approval of the Engineer, provide the minimum feasible slope

A. Sidewalk, ramp, and landing slopes (i.e. 0.02, 0.05, and 1:12) shown in this Index

Cross Slopes and Grades:1.

U:\USFMA_DATA\FMA\PROJECTS\TRANSPORTATION\COLLIER AREA TRANSIT - 18-7432-TR\CAT ADA IMPROVEMENTS (33732.6.5)\CADD\PAY ITEMS SUMMARY.DWG

COLLIER COUNTY PUBLIC TRANSIT

AND NEIGHBORHOOD ENHANCEMENT DIVISION

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A C

SUMMARY OF PAY

ITEMS

Bus Stop 67

Pay Item No. Description Unit Quantity

101-1 Mobilization LS 1

102-1 Maintenance of Traffic LS 1

104-18 Inlet Protection System EA 2

110-1-1 Clearing and Grubbing LS 1

110-4-10 Removal of Existing Concrete SY 2.7

120-1 Excavation CY 1

400-0-11 Concrete Class NS, Gravity Wall Index 400-011 CY 2.9

522-2 Sidewalk Concrete 6" Thick SY 10.3

522-4 Bus Shelter Pad - Concrete 6" Thick SY 8.7

570-1-2 Performance Turf Sod SY 8

700-1-50 Single Post Sign, Relocate EA 1

CC-01 Curb Paint CAT Logo Design LS 1

CC-02 Installation of Bus Amenities (Bench only) LS 1

ASB-1 As-Built Survey LS 1

Bus Stop 78

Pay Item No. Description Unit Quantity

101-1 Mobilization LS 1

102-1 Maintenance of Traffic LS 1

104-10-3 Sediment Barrier (Staked Silt Fence) LF 68

104-18 Inlet Protection System EA 1

110-1-1 Clearing and Grubbing LS 1

110-4-10 Removal of Existing Concrete SY 9.6

120-1 Excavation CY 1

120-6 Embankment CY 5

515-1-2 Pipe Handrail - Guiderail, Aluminum LF 27

522-2 Sidewalk Concrete 6" Thick SY 16.8

522-4 Bus Shelter Pad - Concrete 6" Thick SY 8.7

536-73 Guardrail Removal EA 12.5

536-85-20 Guardrail End Treatment - Tralling Anchorage EA 1

570-1-2 Performance Turf Sod SY 14

700-1-50 Single Post Sign, Relocate EA 1

CC-01 Curb Paint CAT Logo Design LS 1

CC-02 Installation of Bus Shelter and Amenities (Type-C) LS 1

ASB-1 As-Built Survey LS 1

Keyla Castro Line

Keyla Castro Line

CONST. 5'X8'

B&A

AREA W/ A CROS

S

SLOPE OF 2% MAX.

CURB PAI

NT

(SEE DETAIL)

RELOCATE B

US

STOP SI

GN

EXIST 8" SS

TO REMAIN

EXIST 6" FM

ADANDONED

EXIST 8" FM

ADANDONED

PROPOSED

EASEMENT

5'

19.4'

19.4'X6' C

ONC. PAD

W/ A CROSS

SLOPE

OF 2% MAX.

BENCH (6'X2')

GRAVITY W

ALL

© 2022 Microsoft Corporation © 2022 TomTom

2%

MAX

ROW

U:\USFMA_DATA\FMA\PROJECTS\TRANSPORTATION\COLLIER AREA TRANSIT - 18-7432-TR\CAT ADA IMPROVEMENTS (33732.6.5)\CADD\BUS PLANS.DWG

COLLIER COUNTY PUBLIC TRANSIT

AND NEIGHBORHOOD ENHANCEMENT DIVISION

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A C

CONSTRUCTION PLANS

PROJECT DETAIL

NOTES:

1. INSTALL TEMPORARY TRAFFIC CONTROL PER FDOT

STANDARD PLANS, INDEX 102-600 SERIES.

2. FIELD VERIFY LOCATIONS OF EXIST. UTILITIES.

3. CONST. LEVEL 5' X 8' MIN. CONCRETE PAD FOR B&A

AREA & CONST. GRAVITY WALL PER FDOT INDEX

400-011.

4. PLACE SOD AT MIN. OF 2' WIDTH ON NATURAL

GROUND ADJACENT TO NEW CONSTRUCTION AND ALL

DISTURBED AREAS WITHIN THE RIGHT OF WAY.

5. FOR CONNECTION TO EXIST. SIDEWALK: INSTALL

EXPANSION JOINT AT EXIST. JOINT & MATCH

SIDEWALK GRADE.

2010 ADA ACCESSIBILITY GUIDELINES FOR TRANSPORTATION

FACILITIES AND 2012 FLORIDA ACCESSIBILITY CODE.

2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX NO. 520-001 CURB & GUTTER.

2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX NO. 353-001 CONCRETE SLAB REPLACEMENT.

2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX NO. 522-001 CONCRETE SIDEWALK.

2022-23 FDOT STANDARD PLANS FOR ROADWAY CONSTRUCTION

INDEX 102-600 (SERIES) TRAFFIC CONTROL.

APPLICABLE STANDARDS

Feet

0 2

1"=30'

PROJECT LOCATION

BUS STOP PLAN

ID 67 9

VERTICAL SCALE 1" = 5'

HORIZONTAL SCALE 1" = 10'