PROJECT LOCATION

https://goo.gl/maps/8h4bPNnURfNHNu42A

N

VENDOR NO.: F59-1677145

PROJECT NO.: 60212.1

PHONE: (239) 278-5999

FORT MYERS, FLORIDA 33912

13461 PARKER COMMONS BLVD., STE. 104

KISINGER CAMPO AND ASSOCIATES CORP.

P.E. NO.: 82380

LUCIO MARTINEZ, P.E.

DENNIS F. McCOY, P.E.

PROJECT MANAGER:

COLLIER COUNTY

COLLIER COUNTY

16TH STREET NE

FROM GOLDEN GATE BOULEVARD TO RANDALL BOULEVARD

COLLIER COUNTY PROJECT NO. 60212.1

(FEDERAL FUNDS)

FINANCIAL PROJECT ID 451283-1-58-01

C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1KeySheet01.dgnlmartinez 3/17/2025 2:42:41 PM Default

NO.

SHEET

YEAR

FISCAL

B-1 25

EXPRESSWAY

T U

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IK

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

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

CONTRACT NO.

CONSTRUCTION

TBD

SHEET DESCRIPTIONSHEET NO.

INDEX OF STRUCTURES PLANS

GOVERNING STANDARD SPECIFICATIONS:

ENGINEER OF RECORD:

STRUCTURES PLANS

GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structures Plans following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and

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STRUCTURES PLANS

COLLIER COUNTY (03000302)

B-32

B-31

B-30

B-29

B-28

B-27

B-26

B-25

B-24

B-23

B-22

B-21

B-20

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-9

B-8

B-7

B-6

B-5

B-4

B-3

BQ-2

BQ-1

B-2

B-1

REINFORCING BAR LIST

SLOPE PROTECTION DETAILS (2 OF 2)

SLOPE PROTECTION DETAILS (1 OF 2)

LOAD RATING SUMMARY

APPROACH SLABS (2 OF 2)

APPROACH SLABS (1 OF 2)

TABLE OF BEAM VARIABLES

SUPERSTRUCTURE DETAILS (2 OF 2)

SUPERSTRUCTURE DETAILS (1 OF 2)

SUPERSTRUCTURE SECTION

SUPERSTRUCTURE PLAN (3 OF 3)

SUPERSTRUCTURE PLAN (2 OF 3)

SUPERSTRUCTURE PLAN (1 OF 3)

FINISH GRADE ELEVATIONS (3 OF 3)

FINISH GRADE ELEVATIONS (2 OF 3)

FINISH GRADE ELEVATIONS (1 OF 3)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

REPORT OF CORE BORINGS

BRIDGE HYDRAULIC RECOMMENDATIONS

TYPICAL SECTION

PLAN AND ELEVATION

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

SUMMARY OF STRUCTURES QUANTITIES (2 OF 2)

SUMMARY OF STRUCTURES QUANTITIES (1 OF 2)

SIGNATURE SHEET

KEY SHEET

transportation management services department

STANDARD PLANS FOR BRIDGE CONSTRUCTION

SHEET NO. SHEET DESCRIPTION

CONDUIT DETAILS-EMBEDDED

TRAFFIC RAILING-(36" SINGLE-SLOPE)

TRAFFIC RAILING-(32" VERTICAL SHAPE)

PEDESTRIAN/BICYCLE BULLET RAILING DETAILS

EXPANSION JOINT SYSTEM-POURED JOINT WITH BACKER ROD

18" SQUARE PRESTRESSED CONCRETE PILE

SQUARE PRESTRESSED CONCRETE PILE SPLICES

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS AND NOTES

15" FLORIDA SLAB BEAM

FLORIDA SLAB BEAM TYPICAL DETAILS AND NOTES

BAR BENDING DETAILS (STEEL)

APPROACH SLABS (30FT.) (FLEXIBLE PAVEMENT APPROACHES)

630-010

521-427

521-423

515-022

458-110

455-018

455-002

455-001

450-452

450-450

415-001

400-090 http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1SignSt01.dgn2:42:46 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ROAD NAME

16TH ST. NE

COUNTY

COLLIER

451283-1-58-01

COLLIER COUNTY TRANSPORTATION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID SIGNATURE SHEET

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

STATE OF

No 63989

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REGNISIUG Y

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ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

B-2

STATE OF

No 93234

BRIDGE NO. 034186

SHEET NO. SHEET DESCRIPTION

STRUCTURE PLANS

STATE OF

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No. 82380

ZENIT

RAM OIC

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SHEET NO. SHEET DESCRIPTION

STRUCTURE PLANS

SHEET NO. SHEET DESCRIPTION

STRUCTURE PLANS

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

Lucio Martinez, PE No. 82380

Fort Myers, FL 33912

Ste. 104

13461 Parker Commons Blvd., Kisinger Campo & Associates Corp.

BRIDGE HYDRAULIC RECOMMENDATIONS

SIGNATURE SHEET

B-7

B-2

B-8

B-2

REPORT OF CORE BORINGS

SIGNATURE SHEET

Amy Guisinger, PE No. 63989

Tampa, FL 33634

6011 Benjamin Rd, Suite 106

Tierra South Florida, Inc.

B-32

B-31

B-30

B-29

B-28

B-27

B-26

B-25

B-24

B-23

B-22

B-21

B-20

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-9

B-6

B-5

B-4

B-3

BQ-2

BQ-1

B-2

B-1

REINFORCING BAR LIST

SLOPE PROTECTION DETAILS (2 OF 2)

SLOPE PROTECTION DETAILS (1 OF 2)

LOAD RATING SUMMARY

APPROACH SLABS (2 OF 2)

APPROACH SLABS (1 OF 2)

TABLE OF BEAM VARIABLES

SUPERSTRUCTURE DETAILS (2 OF 2)

SUPERSTRUCTURE DETAILS (1 OF 2)

SUPERSTRUCTURE SECTION

SUPERSTRUCTURE PLAN (3 OF 3)

SUPERSTRUCTURE PLAN (2 OF 3)

SUPERSTRUCTURE PLAN (1 OF 3)

FINISH GRADE ELEVATIONS (3 OF 3)

FINISH GRADE ELEVATIONS (2 OF 3)

FINISH GRADE ELEVATIONS (1 OF 3)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

TYPICAL SECTION

PLAN AND ELEVATION

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

SUMMARY OF STRUCTURES QUANTITIES (2 OF 2)

SUMMARY OF STRUCTURES QUANTITIES (1 OF 2)

SIGNATURE SHEET

KEY SHEET

Brian J. Rose, PE No. 71549

Fort Myers, FL 33912

Ste. 104

13461 Parker Commons Blvd., Kisinger Campo & Associates Corp.

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& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/19/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1SumOfQuantities01.dgn4:31:15 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

BQ-1

SUMMARY OF

STRUCTURES QUANTITIES

(1 OF 2)

BRIDGE NO. 034186

SUMMARY OF STRUCTURE QUANTITIES - 16TH ST NE

SECTION

NO.

PAY ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

LUMP SUM ITEMS

108-1

SETTLEMENT MONITORING

MONITOR EXISTING STRUCTURES - INSPECTION AND

BRIDGE LS 1 1

108-2

MONITORING

MONITOR EXISTING STRUCTURES - VIBRATION

BRIDGE LS 1 1

FOUNDATION

455-15-14 PREFORMED PILE HOLES, 24" TO 29" DRILL/PUNCH SIZE END BENT 1 LF 185 748

INT. BENT 2 189

INT. BENT 3 189

END BENT 4 185

455-15-24

/PUNCH SIZE

PREFORMED PILE HOLES CASING, 24" TO 29" DRILL

END BENT 1 LF 200 960

INT. BENT 2 280

INT. BENT 3 280

END BENT 4 200

455-20-1 PILE INSPECTION, DRIVEN PILE EACH PILE EA 24 24

455-34-3 PRESTRESSED CONCRETE PILING, 18" SQ. END BENT 1 LF 340 1785

INT. BENT 2 510

INT. BENT 3 595

END BENT 4 340

455-137 LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EACH PILE EA 24 24

455-137-2 LOAD TEST (DYNAMIC), VERIFICATION TEST EACH BENT EA 4 4

455-143-3 TEST PILES - PRESTRESSED CONCRETE, 18" SQ END BENT 1 LF 85 255

INT. BENT 2 85

END BENT 4 85

SUBSTRUCTURE

400-4-5 CLASS IV CONCRETE, SUBSTRUCTURE END BENT 1 CY 23.8 89.0

INT. BENT 2 20.7

INT. BENT 3 20.7

END BENT 4 23.8

415-1-5 REINFORCING STEEL - BRIDGE SUBSTRUCTURE END BENT 1 LB 3766 13962

INT. BENT 2 3215

INT. BENT 3 3215

END BENT 4 3766

APPROACH SLABS

400-2-10 CLASS II CONCRETE, APPROACH SLABS APPROACH SLAB 1 CY 58.5 126.9

APPROACH SLAB 2 58.5

SIDEWALKS 9.9

415-1-9 REINFORCING STEEL - APPROACH SLABS APPROACH SLAB 1 LB 10819 23470

APPROACH SLAB 2 10819

SIDEWALKS 1832

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& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1SumOfQuantities01.dgn2:42:46 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

(2 OF 2)

SUMMARY OF

STRUCTURES QUANTITIES

BQ-2

BRIDGE NO. 034186

SUMMARY OF STRUCTURE QUANTITIES - 16TH ST NE

SECTION

NO.

PAY ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

SUPERSTRUCTURE

400-2-4 CONC CLASS II, BRIDGE SUPERSTRUCTURE SIDEWALKS CY 24.3 24.3

400-2-47

SHRINKAGE REDUCING ADMIXTURE

CONCRETE CLASS II, CAST-IN-PLACE TOPPING WITH

SPAN 1 CY 73.3 219.9

SPAN 2 73.3

SPAN 3 73.3

400-7-1 BRIDGE DECK GROOVING APPROACH SLAB 1 SY 10 707

BRIDGE 687

APPROACH SLAB 2 10

400-9-1 BRIDGE DECK PLANING APPROACH SLAB 1 SY 10 707

BRIDGE 687

APPROACH SLAB 2 10

400-148 PLAIN NEOPRENE BEARING PADS SPAN 1 CF 4.5 13.5

SPAN 2 4.5

SPAN 3 4.5

415-1-4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE DECK LB 34248 38535

SIDEWALKS 4287

450-8-23

15" CARBON STEEL, WIDTH 55-57"

PRESTRESSED BEAM: FLORIDA SLAB BEAM, BEAM DEPTH

SPAN 1 LF 48 144

SPAN 2 48

SPAN 3 48

450-8-24

15" CARBON STEEL, WIDTH 58-60"

PRESTRESSED BEAM: FLORIDA SLAB BEAM, BEAM DEPTH

SPAN 1 LF 431 1293

SPAN 2 431

SPAN 3 431

458-1-11

F&I POURED JOINT WITH BACKER ROD

BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION,

BRIDGE LF 200 200

BARRIERS

515-4-1 BULLET RAIL, SINGLE RAIL APPROACH SLAB 1 LF 30 208

BRIDGE 148

APPROACH SLAB 2 30

521-5-4

FACE

CONCRETE TRAFFIC RAILING-BRIDGE, 32" VERTICAL

APPROACH SLAB 1 LF 30 208

BRIDGE 148

APPROACH SLAB 2 30

521-5-13 CONCRETE TRAFFIC RAILING-BRIDGE, 36" SINGLE-SLOPE APPROACH SLAB 1 LF 30 208

BRIDGE 148

APPROACH SLAB 2 30

630-2-16

BARRIERS AND TRAFFIC RAILINGS

CONDUIT, FURNISH & INSTALL, EMBEDDED CONCRETE

APPROACH SLAB 1 LF 180 1243

BRIDGE 883

APPROACH SLAB 2 180

635-3-13 JUNCTION BOX, FURNISH & INSTALL, EMBEDDED BRIDGE EA 4 4

PROTECTION

SLOPE

530-1-100 RIPRAP, SAND-CEMENT BAGS END BENT 1 CY 21.9 43.8

END BENT 4 21.9

530-3-3 RIPRAP - RUBBLE, BANK AND SHORE END BENT 1 TN 863.9 1727.9

END BENT 4 863.9

530-74 BEDDING STONE END BENT 1 TN 307.7 615.4

END BENT 4 307.7

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& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez c:\pww\kca_prod\dms38690\B1GeneralNotes01.dgn2:42:48 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

GENERAL NOTES (1 OF 2)

B-3

QUANTITY

SIZE

MARK

FOR MISCELLANEOUS BRIDGES

SPECIFICATION 400-15.2.5

CLASS 4 DECK FINISH PER

FINISH (TYP.)

CLASS 5 SURFACE

FINISH NF & FF

CLASS 2 SURFACE

CLASS 4 DECK FINISH

FINISH NF & FF

CLASS 5 SURFACE

SURFACE FINISH

CLASS 5

SURFACE FINISH

CLASS 2

BRIDGE NO. 034186

DESIGN SPECIFICATIONS:

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD.

CONCRETE:

VERTICAL DATUM:

THE FOLLOWING:

UNLESS NOTED OTHERWISE, CONCRETE COVER SHALL CONFORM TO

ENVIRONMENTAL CLASSIFICATION

BRIDGE SUPERSTRUCTURE

REINFORCING STEEL:

4,500

8,500SUBSTRUCTURE (CONCRETE)

5,500

6,000

3,400

DESIGN LOADINGS:

ENVIRONMENT:

034186

UTILITIES:

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS

DESIGN METHODOLOGY:

CONCRETE CLASS

COMPRESSIVE STRENGTH (PSI)

MINIMUM 28-DAY

II TRAFFIC RAILING

II (BRIDGE DECK)

IV C.I.P SUBSTRUCTURE

V (SPECIAL) PRESTRESSED CONCRETE PILES

VI PRESTRESSED CONCRETE BEAMS

LOCATION IN STRUCTURE

CONCRETE COVER:

4"

DESIGN TEMPERATURES:

SUPERSTRUCTURE MATERIAL

CONCRETE ONLY

CHAMFER:

(DEGREES FAHRENHEIT)

TEMPERATURE RANGE

LOWHIGHMEAN RANGE

" UNLESS OTHERWISE NOTED.4

3CHAMFERED

ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL BE

PHASING OF WORK:

PLAN DIMENSIONS:

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER

THE TRAFFIC CONTROL PLAN LOCATED IN THE ROADWAY PLANS.

WORK PHASING AND PROGRESSION OF THE WORK SHALL CONFORM WITH

DATUM OF 1988 (NAVD 88).

ELEVATIONS ARE ACCORDING TO NORTH AMERICAN VERTICAL

INVOLVED UTILITY COMPANIES PRIOR TO STARTING WORK.

ENDANGER UTILITY FACILITIES DURING CONSTRUCTION. NOTIFY ALL

ALL INVOLVED UTILITIES SHALL BE VERIFIED DO NOT DISTURB OR

THE UTILITIES SHOWN IN THE PLANS ARE AT APPROXIMATE LOCATIONS.

SURFACE FINISH DETAILS

ROADWAY DESIGN BULLETINS.

3. FDOT DESIGN MANUAL DATED JANUARY 2025 AND SUBSEQUENT

DESIGN SPECIFICATIONS, 9TH EDITION.

OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

STRUCTURES DESIGN BULLETINS.

1. FDOT STRUCTURES MANUAL DATED JANUARY 2025 AND SUBSEQUENT

AMENDED BY CONTRACT DOCUMENTS.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS

AND REVISED INDEX DRAWINGS AS APPENDED HEREIN, FY 2024-25

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2024-25 STANDARD PLANS

SLIGHTLY AGGRESSIVE

70 °F 105 °F 35 °F 70 °F

APPROACH SLABS

BRIDGE DECKS ** AND

* HIGHLY REACTIVE POZZOLANS REQUIRED.

CAST-IN-PLACE SUPERSTRUCTURE 2"

FLORIDA SLAB BEAM ***

C.I.P. SUBSTRUCTURE (CAST AGAINST EARTH)

C.I.P. SUBSTRUCTURE (FORMED SURFACES) 3"

TO FACE OF CONCRETE.

ARE TO CENTERLINE OF BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED

ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL

COVER". SEE SPECIFICATIONS SECTION 415 FOR ALLOWABLE TOLERANCES.

PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN AS "MINIMUM

CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE

PLANS INDEX 450-452.

*** COVER REQUIREMENTS SHALL BE IN ACCORDANCE WITH STANDARD

MODERATELY AGGRESSIVE †

† RESISTIVITY = 2,300 OHM-CM

FOR BRIDGE DECKS.

THE C-I-P TOPPING IN ACCORDANCE WITH THE SPECIFICATION 400 REQUIREMENTS

TOPPING. REMOVE STANDING WATER PRIOR TO PLACING THE C-I-P TOPPING. CURE

SPECIFICATION 400 FOR 12 HOURS IMMEDIATELY PRIOR TO PLACING THE C-I-P

THE TOP SURFACE OF THE FSBS WITH WATER IN ACCORDANCE WITH

** C.I.P. TOPPING WITH SHRINKAGE REDUCING ADMIXTURE: THOROUGHLY SATURATE

4 - 8 B1

5. TYPICAL REINFORCING BARS ARE DESIGNATED AS:

4. REINFORCEMENT DETAIL DIMENSIONS ARE OUT-TO-OUT OF BARS.

ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.

3. ALL LAP SPLICES, UNLESS OTHERWISE NOTED IN PLANS SHALL BE IN

415-001, "BAR BENDING DETAILS (STEEL)."

SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS INDEX

2. ALL HOOKS AND BENDS, UNLESS OTHERWISE NOTED IN THE PLANS,

SPECIFICATIONS SECTION 931, UNLESS NOTED OTHERWISE.

1. ALL REINFORCING STEEL IS GRADE 60 CARBON STEEL PER

SUPERSTRUCTURE AND INT. BENTS

END BENTS

DESIGN WIND SPEED = 170 MPH

DESIGN GUIDELINES.

WIND LOADS IN ACCORDANCE WITH SECTION 2.4 OF THE STRUCTURES

5. WIND LOADS:

NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THE DESIGN.

4. UTILITIES:

G) CONSTRUCTION ACTIVE DESIGN WIND SPEED: 30 MPH

F) VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kz): 1.00

E) CONSTRUCTION INACTIVE DESIGN WIND SPEED: 90 MPH

20 FEET.

CASTING: 75 PLF APPLIED AS A MOVING LOAD OVER A LENGTH OF

D) LIVE LOAD AT OR NEAR THE OUTSIDE EDGE OF DECK DURING DECK

ON THE FINISHING MACHINE.

BRIDGE WIDTH AND 50-FEET IN LONGITUDINAL LENGTH CENTERED

C) CONSTRUCTION LIVE LOAD: 20 PSF EXTENDED OVER THE ENTIRE

DECK OVERHANG: 6 INCHES

B) FINISHING MACHINE WHEEL LOCATION BEYOND THE EDGE OF

A) FINISHING MACHINE LOAD: 11 KIPS

3. CONSTRUCTION LOADS:

DESIGN.

DECK BUT OMITTED FROM THE SECTION PROPERTIES USED FOR

SACRIFICIAL THICKNESS INCLUDED IN THE DEAD LOAD OF THE

" DECK TOPPING THICKNESS INCLUDES A ONE-HALF INCH 2

1F) THE 6

FUTURE WEARING SURFACE.

E) DESIGN DOES NOT INCLUDE ALLOWANCE OF 15 PSF FOR

D) BULLET RAILING: 10 PLF

C) TRAFFIC RAILING BARRIER - (32" VERTICAL SHAPE): 385 PLF

B) TRAFFIC RAILING BARRIER - (36" SINGLE SLOPE): 430 PLF

A) REINFORCED CONCRETE: 150 PCF

2. DEAD LOAD:

B) PEDESTRIAN LOADING: 75 PSF

A) HL-93 WITH DYNAMIC LOAD ALLOWANCE

1. LIVE LOAD:

STRUCTURAL ANALYSIS PROGRAMS

FB-MULTIPIER V5.9

LEAP BRIDGE CONCRETE V21

FDOT LRFD PRESTRESSED BEAM PROGRAM V6.2, MATHCAD V15.0

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1GeneralNotes02.dgn2:42:49 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

FINANCIAL PROJECT ID GENERAL NOTES (2 OF 2)

B-4

PAY ITEM NOTES:

034186

BRIDGE BRIDGE NAME

TURBIDITY CONTROL:

RAILING DESIGN STANDARDS.

TRAFFIC RAILINGS IN ACCORDANCE WITH THE TRAFFIC

PLACE THE FOLLOWING BRIDGE NAME AND NUMBER ON THE

PERMITTING AGENCIES.

PLANS AND THAT MEET THE MINIMUM REQUIREMENTS OUTLINED BY THE

PROVIDE TURBIDITY CONTROL MEASURES AS DETAILED IN THE ROADWAY

BRIDGE NAME:

16TH STREET NE OVER GOLDEN GATE MAIN CANAL

CONSTRUCTION JOINTS IN CONCRETE:

SCREEDING DECK SLAB:

AS REQUIRED.

CONSTRUCTION LOADS, OVERLAYS AND TEMPORARY SHORING, ETC.

DECK SELF WEIGHT, CASTING SEQUENCE, DECK FORMING SYSTEMS,

PLANS. ACCOUNT FOR THE THEORETICAL DEFLECTIONS DUE TO THE

SLABS TO ACHIEVE THE FINISH GRADE ELEVATIONS SHOWN IN THE

SCREED THE RIDING SURFACE OF THE BRIDGE DECK AND APPROACH

THOSE SHOWN REQUIRE APPROVAL OF THE ENGINEER.

ON THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO

CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT LOCATIONS INDICATED

NOISE AND VIBRATION:

ABBREVIATIONS

OF ADJACENT EXISTING STRUCTURES PER FDOT STANDARD SPECIFICATIONS.

THE CONTRACTOR SHALL PROVIDE SURVEYS AND SETTLEMENT/VIBRATION2.

THE CONTRACTOR SHALL ADHERE TO ALL LOCAL NOISE ORDINANCES.1.

DECK GROOVING AND PLANING:

SECTION 522 OF THE SPECIFICATIONS.

SPECIFICATIONS. SIDEWALKS SHALL BE FINISHED IN ACCORDANCE WITH

SIDEWALK SHALL BE GROOVED AND PLANED ACCORDING TO THE

OF THE APPROACH SLABS BETWEEN THE TRAFFIC RAILING BARRIER AND

ENTIRE DECK SLAB CONCRETE AND EXPOSED CONCRETE RIDING SURFACE

UNLESS NOTED OTHERWISEUNO

NEAR FACENF

MINIMUM VERTICAL CLEARANCEMVC

FRONT FACE APPROACH SLABFFAS

FAR FACEFF

EACH SIDEES

EACH FACEEF

CLEARCLR.

AND BEDDING STONE, IN THE COST OF PAY ITEM 530-3-3.

SLOPE PROTECTION, INCLUDING RUBBLE RIPRAP, SAND-CEMENT RIPRAP,

6. INCLUDE THE COST OF FILL AND EXCAVATION FOR THE INSTALLATION OF

IN THE CONTRACT UNIT PRICE FOR PAY ITEM NUMBER 530-1-100.

5. INCLUDE THE COST OF REBAR DRIVEN THOUGH SAND-CEMENT RIPRAP IN

PREPARING THE BID.

FROM FAILURE TO PROPERLY REVIEW THE PROJECT SITE PRIOR TO

COLLIER COUNTY DOES NOT ASSUME ANY LIABILITIES THAT MAY ARISE

FIELD REVIEW THE PROJECT PRIOR TO PREPARING THE BID. 4.

PRICE FOR THE BID ITEMS.

INDIVIDUAL BID ITEMS SHALL BE INCLUDED IN THE CONTRACT UNIT

PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE3.

FOR MAINTENANCE OF TRAFFIC PAY ITEM NOTES, SEE ROADWAY PLANS.2.

QUANTITIES.

FOR SUMMARY OF BRIDGE PAY ITEMS, SEE SUMMARY OF STRUCTURES1.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez c:\pww\kca_prod\dms38690\B1PlanElev01.dgn2:48:03 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

FINANCIAL PROJECT ID PLAN AND ELEVATION

B-5

L

.2

V P

C

S

T A

.0

E L

.8

V P

C

S

T A

.0

E L

.8

V P I

S

T A

.0

E L

.2

V P I

S

T A

.0

E L

.1

V P

T

S

T A

.0

E L

.2

V P

T

S

T A

.0

E L

.0

V P

C

S

T A

.0

P I

S

T A

.3

P I

S

T A

.3

STA. 1060+66.75

BEGIN APPROACH SLAB

STA. 1060+96.75

FFAS END BENT 1

BEGIN BRIDGE

STA. 1061+45.79

¡ INT. BENT 2

STA. 1061+94.75

¡ INT. BENT 3

STA. 1062+43.79

FFAS END BENT 4

END BRIDGE

B A

R R I E

R

B A

R R I E

R

S H

L D

R

L A

N E

L A

N E

S

W

S H

L D

R

90°00'00" (TYP.)

STA. 1062+73.79

END APPROACH SLAB

" (OVERALL LENGTH OF BRIDGE)2

1147'-0

SPAN 1

"2 149'-0

SPAN 2

"2 148'-11

SPAN 3

"2 149'-0

APPROACH

30'-0"

APPROACH

30'-0"

FFAS END BENT 4

END BRIDGE

¡ INT. BENT 2 ¡ INT. BENT 3

R/W

EXIST.

R/W

EXIST.

EXIST. EASEMENT

EXIST. EASEMENT

(INDEX 455-018)

CONCRETE PILES (TYP.)

18" SQ. PRESTRESSED

POINT OF MVC

EL. 0.5

PROPOSED GROUNDLINE

¡ CONST. 16TH ST.

EXIST. GROUNDLINE AT

(SEE SLOPE PROTECTION DETAILS)

RIPRAP (TYP.)

M V

C

¡ CONST. 16TH ST. & PGL

C O

P I N

G T

O C

O P I N

G

O U

T T

O

O U

T

BENT 1

FFAS END

BRIDGE

BEGIN

S-605

S-604

S-707

S-606 S-607

S-609

S-608

S-705S-704

SURFACE WATER LINE SURFACE WATER LINE

160' VC

2.5

41% (-) 2.668%

EL. 17.39

EL. 17.26

0.000% STA. 1060+96.75

BEGIN BRIDGE

STA. 1062+43.79

END BRIDGE

EL. 12.58

EL. 12.58

0.000%

VPI STA. 1064+25.00

VPT STA. 1064+80.00

S-703

EL. 14.93

POINT OF MVC

BRIDGE NO. 034186

PLAN

ELEVATION

DIRECTION OF STATIONING

SLAB SLAB

MAIN CANAL

GOLDEN GATE

DESIGN SPEED = 30 MPH

DESIGN HOUR T = 6.35%

T = 12.70% (24 HOUR)D=56.70%K = 9.5%

= 2045 AADT = 7300ESTIMATE DESIGN YEAR

= 2025 AADT = 3600ESTIMATED OPENING YEAR

= 2021 AADT = 3300CURRENT YEAR

DHW 12.64

B-01 B-02

NHW 9.00

EE E E

E E

EJEJEJEJ

VERTICAL CURVE DATA

N 0° 28' 39" W N 2° 28' 39" W N 1° 31' 21" E

1061 1062 1063

LEGEND:

APPROXIMATE BORING LOCATION

TRAVEL LANES

TRAFFIC DATA

1:2 MAX. 1:2

M

AX.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1TypicalSection01t.dgn2:42:52 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

FINANCIAL PROJECT ID TYPICAL SECTION

B-6

25'-1" 25'-4"

SIDEWALK

6'-0"

SHOULDER

6'-0"

LANE

12'-0"

LANE

12'-0"

SHOULDER

12'-0"

1'-4"

1'-1"

"2 12'-4 "2

12'-6 "2 12'-6 2'-6"

(INDEX 450-452)

FSB 15X57

(INDEX 450-452)

FSB 15X60 (UNO)

"2 14'-11

1~FSB 15X57 AND 9~FSB 15X60 = 50'-6" OUT-TO-OUT

3 SPACES @ 5'-1" = 15'-3" 4 SPACES @ 5'-1" = 20'-4"

POINT

SLOPE BREAK

REQUIRED

CONSTRUCTION JOINT

(INDEX 521-423 & 515-022)

WITH POST "C" RAILING

FACE BARRIER

32" VERTICAL

(MIN.)

" TOPPING2

(INDEX 521-427)

(36" SINGLE SLOPE)

TRAFFIC RAILING

AND PGL

¡ CONST. 16TH ST.

EXIST. R/W EXIST. R/W

COPING-TO-COPING

50'-5"

(INDEX 630-010, TYP.)

(FOR FUTURE USE)

EXPANSION FITTINGS

EMBEDDED EJB "A" AND

3~2" Ø PVC CONDUITS,

BRIDGE NO. 034186

TYPICAL SECTION

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

SLOPE:

0.02 FT/FT

24'-11" 24'-8"

.5

.5

.0

.3

.0

.1

.4

.6

.9

.1

.8

.3

.9

.1

.1

.4

6 1 .1

.4

.9

.3

.8

.6

.8

.9

.9

.8

.7

.6

.6

.1

.2

.1

.1

.0

.6

.8

.1

.1

.7

.6

.7

.7

.7

.9

.1

.4

.2

.0

.9

.8

.6

.2

.3

.2

.0

.9

.9

.6

.7

.5

.5

.6

.5

.7

.1

.5

.7

.9

.5

.7

.8

.8

.7

.3

.7

.7

.2

.2

.1

.3

.3

.1

.4

.2

.1

.4

.1

.4

.5

.6

.2

.5

.1

.5

.0

.6

.3

.0

.0

.6

.0

.8

.6

.0

.0

.2

.3

.0

.4

.9

.6

.3

.1

.1

.0

.9

.8

.2

.0

.5

.1

.8

.5

.0

.8

.8

.3

.5

.4

.9

.1

.3

.2

.2

.9

.2

.7

.4

.3

.0

.4

.5

.8

.0

.8

.1

.8

.2

.4

.8

.8

.0

.9

.1

.9

.9

.2

.7

.9

.5

.4

.0

.4

.2

.9

.7

.2

.2

.2

.1

.5

.2

.7

.5

.5

.4

.4

.6

.8

.4

.3

.0

.0

.2

.4

.8

.8

.2

.3

.7

.8

.7

.4

.0

.0

.7

.3

.8

.2

.7

.2

.6

.0

E L E

V

.7

C M

P

S I N

V

E L E

V

.9

C M

I N

V

E L E

V

.8

C M

P

S I N

V

E L E

V

.5

C

I N

V

140'

140'

S-705 S-704

S-606

S-607

S-605

S-703

S-609

S-608

S-707

S-604

76.04'

BOTTOM WIDTH

& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 93234

Engineer of Record: Courtney J. Richards

1061+00 1062+00 1063+00 1064+00

N

Feet

0 10

N

1.0

100 YR 500 YR

100 500

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

BURIED BURIED

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

EXISTING STRUCTURES

STRUCTURE

PROPOSED

HYDRAULIC DESIGN DATA

HYDRAULIC RECOMMENDATIONS

REMARKS:

AREA OF OPENING @ D.F.

TYPE CONSTRUCTION

ELEV. LOW MEMBER

BRIDGE WIDTH

FOUNDATION

(REFERENCE)

SPAN LENGTH

OVERALL LENGTH

( 1 ) ( 2 ) ( 3 ) ( 4 )

WATER SURFACE ELEVATIONS:

TERMS:

NOTE:

STAGE ELEV. NAVD (ft)

GREATEST FLOOD

OVERTOPPING or

BASE FLOOD

DISCHARGE (cfs)

FREQUENCY ( yr.)

EXCEEDANCE PROB. (%)

AVERAGE VELOCITY (f/s)

M.H.W. (Tidal)

CONTROL (Non-Tidal)

N.H.W. (Non-Tidal)

M.L.W. (Tidal)

DESIGN FLOODMAX. EVENT OF RECORDFLOOD DATA:

WORST CASE < 100 yr.

FREQ. (yr.)

TOTAL SCOUR ELEVATION

FREQ. (yr.)

WORST CASE < 500 yr.

NUMBERS

PIER INFORMATION

SIZE AND TYPE SCOUR ELEV.

LONG TERM

ABOVE EL.

ABOVE EL.

BEGIN BRIDGE

VERT.

DRIFT: HORIZ.

DRIFT: HORIZ.

VERT.

END BRIDGE

LIMIT OF PROTECTION:

DECK DRAINAGE:5.

TOE HORIZ. DISTANCE:

RUBBLE GRADE:

SLOPE:

BURIED OR NON-BURIED HORIZ. TOE:

ABOVE EL.

1.

2.

3.

ABUTMENTS:

BEGIN BRIDGE STATION

CLEARANCE PROVIDED:

MINIMUM CLEARANCE:

4.

VERT.

VERT.

ABOVE EL.

SKEW ANGLE

NAV: HORIZ.

NAV: HORIZ.

END BRIDGE STATION

SCOUR PREDICTIONS FOR PROPOSED STRUCTURE DESCRIBED ABOVE:

and land use. Users of this data are cautioned against the assumption of precision which cannot be obtained.

The resultant hydraulic data is sensitive to changes, particularly antecedent conditions, urbanization, channelization determined by a study of the watershed. Many judgements and assumptions are required to establish these factors.

elevations which may be anticipated in any given year. This data was generated using highly variable factors

The hydraulic data is shown for informational purposes only to indicate the flood discharges and water surface

Greatest Flood: The most severe that can be predicted where overtopping is not practicable.

Overtopping Flood: Causes flow over the highway, over a watershed divide, or thru emergency relief structures.

Base Flood: Has a 1% chance of being exceeded in any given year (100 year frequency)

Design Flood: Utilized to assure a desired level of hydraulic performance.

50'-5"

N/A

N/A

N/A

N/A

1.5'x1.5' CONCRETE

N/A N/A

N/A

N/A

BRIDGE LOCATION

1:2 1:2

BANK AND SHOREBANK AND SHORE

0.2

CONCRETE

147'

9.00

UNKNOWN

0 deg.

STAGE DATA WAS PROVIDED BY BIG CYPRESS BASIN

1060+00

1"= 10' VERT.

SCALE: 1"= 50' HORIZ.

1251 FT�

0 0

2.54

1%

NHW EL 9.00'

DHW EL 12.64'

-5

(-) 2.668%

RIPRAP

0.82

RIPRAP

49' LT. & 49' RT. 49' LT. & 49' RT.

PROFILE GRADE

EXISTING R/W

EXISTING EASEMENT

EXISTING EASEMENT

EXISTING R/W

1060+96.75 1062+43.79

12.64

12.64

12.64

-1.5

3.10

2.29

AT CENTER OF BRIDGE

GOLDEN GATE MAIN CANAL

APPROX. SUPERSTRUCTURE DEPTH = 1.875'

STA. 1062+43.79

¡ CONST. 16TH ST.

END BRIDGE

EXIST. GROUND @ CL CONST. 16TH ST.

1-4

10'10'

14.93'

3 @ 49'

NOT TO SCALE

FOR CONSTRUCTION PURPOSES.

PLANS FOR DOCUMENTATION. DO NOT USE

THIS SHEET HAS BEEN INCLUDED IN THE

STA. 1060+96.75

¡ CONST. 16TH ST.

BEGIN BRIDGE

STA. 1062+43.79

¡ CONST. 16TH ST.

END BRIDGE

N/A

N/A

EL. = 0.5'

CANAL BOTTOM

.2

M V

C

STA. 1060+96.75

¡ CONST. 16TH ST.

BEGIN BRIDGE

EASEMENT

EXISTING SFWMD

EASEMENT

EXISTING SFWMD

RIPRAP (TYP.)

32' 52'

ELEVATION = 14.93'

POINT OF LOW MEMBER MVC

LOW MEMBER AT BRIDGE CENTER EL. 15.74'

S L

O P

E

P

R O

T E

C T I O

N

L I

M I T

S

R O

W

L I

M I T

S

EL. -1.50

BOUNDARY

ESTIMATED SCOUR

EL. -1.50

BOUNDARY

ESTIMATED SCOUR

STA. 1061+45.79

¡ INT. BENT 2

STA. 1061+94.75

¡ INT. BENT 3

BRIDGE NO. 034186

:2

(M

A X

:2

(M

A X

TO THE GOLDEN GATE MAIN CANAL

RUNOFF FROM THE BRIDGE WILL BE CAPTURED BY CURB AND SHOULDER GUTTER INLETS BEFORE DISCHARGING

WBID 3278S

22.10 ACRES

BASIN 2

22.57 ACRES

BASIN 1

1.93 ACRES

BASIN 4

1.81 ACRES

BASIN 3

BASIN BOUNDARY

DRAINAGE

BASIN BOUNDARY

DRAINAGE

BASIN BOUNDARY

DRAINAGE

BASIN BOUNDARY

DRAINAGE

BRIDGE HYDRAULIC

RECOMMENDATIONS

3/17/2025lmartinez c:\pww\kca_prod\dms38687\PLPRRD01.dgn2:36:43 PM

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

B-7

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

16TH ST. NE

ROAD NAME

FFAS END BENT 1

FFAS END BENT 4

LEGEND

RIP RAP

6" CONC. DRIVEWAY

6" CONC. SIDEWALK

1061 1062 1063 a l,Q

0) Lt')

..c..

-�-IJ-01

r

I

Bore # Station Offset

Elevation Date

Driller Hammer

Rig Latitude

Longitude

MC=27.2%

-200=57.5%

Pl=NP

50/2

B

B

B-01 159+05 BL Survey

20' RT

12.2 9/2/2022 Y.Oviedo

AUTO

CME-75

26.246466 -81.574436 -----

MC=25.4%

0C=7.2%

-200=16.8% BROWN SILTY SAND WITH LIMEROCK AND PI=NP SHELL TRACE ROOTS (FILL) '----'--'--'-'-'--'

BROWN SILTY SAND WITH ROOTS AND

LIMESTONE (SM)

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE

MC=18.8%

0C=2.7%

-200=38.9% Pl=NP

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN TO BROWN LIMESTONE

CEMENTED SAND, LIMESTONE AND COQUINA

LIGHT BROWN LIMESTONE WITH SHELL

CEMENTED SAND, LIMESTONE AND COQUINA

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

CEMENTED SAND, LIMESTONE AND COQU/NA

LIGHT BROWN LIMESTONE

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

BROWN INORGANIC SILTS (ML)

BROWN SILTY SAND TRACE LIMESTONE (SM)

BROWN SILTY SAND WITH LIMESTONE (SM)

Bore# Station Offset

Elevation Date

Driller Hammer

Rig Latitude

Longitude

B-02 160+40 BL Survey

23' RT

11.9 9/13/2022 Y.Oviedo

AUTO

CME-75

26.246836 -81.574429

ASPHALT

IGHT BROWN SAND WITH LIMEROCK (FILL)

LIGHT BROWN TO BROWN SILTY SAND WITH LIMESTONE AND SHELL (SM)

DARK BROWN SILTY SAND WITH ORGANICS (SM/OL)

BROWN SILTY SAND WITH ROOTS (SM)

LIGHT BROWN SILTY SAND WITH SHELL TRACE LIMESTONE (SM)

LIGHT BROWN TO BROWN SILTY SAND WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN LIMESTONE

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN LIMESTONE

LIGHT BROWN LIMESTONE WITH SAND AND SHELL

LIGHT BROWN TO BROWN SILTY SAND

WITH LIMESTONE AND SHELL (SM)

BROWN INORGANIC SILTS (ML)

BROWN SILTY SAND WITH LIMESTONE (SM)

BROWN INORGANIC SILTS (ML)

BROWN SILTY SAND WITH LIMESTONE (SM)

BROWN INORGANIC SILTS (ML)

BROWN SILTY SAND WITH LIMESTONE (SM)

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-BO

rr, r--

-85�

-90�

-95� rr, -, -101J

-105

LEGEND

Asphalt I Topsoil

Sand

Gravelly Sand

Limestone

NOTES:

fff.Jtl

[IIl

Silty Sand

Coquina

Silt

SZ ENCOUNTERED WATER TABLE DURING DRILLING

N NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12" PENETRATION.

(UNLESS OTHERWISE NOTED)

GNE GROUNDWATER NOT ENCOUNTERED IN UPPER 10 FEET

WOH WEIGHT OF HAMMER

I I CASING

MC= NATURAL MOISTURE CONTENT(%)

-200= FINES PASSING #200 SIEVE(%)

OC= ORGANIC CONTENT (%)

LL= LIQUID LIMIT (%)

Pl= PLASTICITY INDEX (%)

NP= INDICATES NON-PLASTIC

1. STRATA BOUNDARIES ARE APPROXIMATE AND MAY

VARY BETWEEN OR AWAY FROM BORING LOCATIONS.

2. BORING LOCATIONS WERE MARKED IN THE FIELD

USING A HANDHELD GPSMap GARMIN 78s. ACTUAL

LOCATIONS AND THEIR COORDINATES ARE

APPROXIMATE. STATION AND OFFSETS WERE

DETERMINED BASED ON THE ALIGNMENT FILE.

3. STATION, OFFS£T AND ELEVATIONS WERE

PROVIDED BY THE PROJECT SURVEYOR

STANDARD PENETRATION TEST DATA

SPOON INSIDE DIA. 1.375 inches SPOON OUTSIDE DIA. 2.0 inches AVG. HAMMER DROP 30.0 inches HAMMER WEIGHT 140.0 pounds

SPT CONSISTENCY CHART (SILTS AND CLAYS)

SAFETY HAMMER AUTOMATIC HAMMER

SPT N-VALUE SPT N-VALUE

l..i c::, c::, <o u., ..J

::, a:

a:

:,.. ..J ..J <( I--a u., ..J

Wflf.J L��g��oii ��� w

�i!tnst1

ND

-110 ;;: CONSISTENCY (BLOW/FOOT) (BLOW/FOOT) ------ '-------- 1-----------

LIGHT BROWN TO BROWN SILTY SAND lJ VERY SOFT LESS THAN 2 LESS THAN 1 LIGHT BROWN LIMESTONE WITH SAND AND SHELL WITH LIMESTONE AND SHELL (SM) -115 a,;: � a

SOFT 2 - 4 1 - 3

FIRM 4 - 8 3 - 6 � a: STIFF 8 - 15 6 - 12 LIGHT BROWN TO BROWN SILTY SAND -120 1---

}0

WITH LIMESTONE AND SHELL (SM)

�u., VERY STIFF 15 - 30 12 - 24

� -125

HARD GREATER THAN 30 GREATER THAN 24

,; LIGHT BROWN LIMESTONE WITH SAND AND SHELL u., SPT DENSITY CHART I GRANULAR MATERIALS

SAFETY HAMMER AUTOMATIC HAMMER /

t

LIGHT BROWN TO BROWN SILTY SAND -130

RELATIVE SPT N-VALUE SPT N-VALUE

- WITH LIMESTONE AND SHELL (SM) .,

i -135

2.EJ!?J.T.!_ - - (BLOW/FOOT) (BLOW/FOOT)

'-------- 1....--------

VERY LOOSE LESS THAN 4 LESS THAN 3

LOOSE 4 - 10 3 - 8

'.3 LIGHT BROWN LIMESTONE WITH SAND AND SHELL -140 u., Ci LIGHT BROWN LIMESTONE WITH SAND AND SHELL i)i

MEDIUM 10 - 30 8 - 24

DENSE 30 - 50 24 - 40

"' -145 <ll � -VERY DENSE GREATER THAN 50 GREATER THAN 40

;, -150 ENVIRONMENTAL CLASSIFICATION t

� bf Plf.J L��g��o1i ��� w

�i!tljs5r.i1

ND

_155

SUPERSTRUCTURE: SLIGHTLY AGGRESSIVE �

� SUBSTRUCTURE:

LIGHT BROWN LIMESTONE WITH SAND AND SHELL _160 STEEL / CONCRETE: MODERATELY AGGRESSIVE

§ c.. Resistivity (water sample)=2,300 Ohm-cm a: ' -165 ftl � Boring Terminated Boring Terminated � ,. "" at Elev. -162.Bft at Elev. -163.lft u ��

Casing Length 173ft Casing Length 173ft l1----------------------------------.--------------r------------------.--------------=a..;..R;.;;..10;;;....;;;;G..;;;E;......;..;N;..;;o'-'._o.,.3"'-4"""'1'""'a""""6_., � t' REVISIONS ENGINEER OF RECORD �1--------------------------�---------------------l § DATE DESCRIPTION DATE DESCRIPTION AMY GUISINGER, P.E.

o LICENSE NUMBER 63989

TIERRA SOUTH FLORIDA, INC.

: 6011 BENJAMIN RD

i3 SUITE 106

COLLIER COUNTY TRANSPORTATION

MANAGEMENT SERVICES DEPARTMENT

ROAD NAME COUNTY FINANCIAL PROJECT ID

16th ST NE COLLIER 451283-1-58-01

REPORT OF CORE BORffNG

SHEET

NO.

GB-1

� L_ __ ...1.. ________________ ....J.. ___ J..._ ________________ .J.... ___ .,:.T.:.:

A

M

P

A

, .:.:F

L...;3;;.;;3;;.:;

:.;;3�4 ______ ...1... ____ ...1... _______ ..1... _______ __. _________________________ _._ ____ _, B-8

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L E

G

A

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& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez c:\pww\kca_prod\dms38690\B1FoundLay01.dgn2:54:18 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

FINANCIAL PROJECT ID FOUNDATION LAYOUT

B-9

I

S

T A

.3

P I

S

T A

.3

STA. 1060+96.75

FFAS END BENT 1

BEGIN BRIDGE

STA. 1061+45.79

¡ INT. BENT 2

STA. 1061+94.75

¡ INT. BENT 3

STA. 1062+43.79

FFAS END BENT 4

END BRIDGE

90°00'00" (TYP.)

90°00'00" 90°00'00"

STA. 1060+96.75

FFAS END BENT 1

BEGIN BRIDGE

¡ PILES

9"

90°00'00"

¡ PILES

¡ INT. BENT &

½

S

P A

S

P A

S

P A

STA. 1062+43.79

FFAS END BENT 4

END BRIDGE

90°00'00" 90°00'00"

½

S

P A

R/W

EXIST.

EXIST. EASEMENT

EXIST. EASEMENT

R/W

EXIST.

¡ PILES

TEST PILE

TEST PILE

INT. BENT 2 ONLY

TEST PILE FOR

9"

¡ CONST. 16TH ST. & PGL

¡ CONST. 16TH ST. PGL ¡ CONST. 16TH ST. PGL

¡ CONST. 16TH ST. PGL

(S

T E

(S

T E

(S

T E

APPROXIMATE BORING LOCATION.

PROPOSED 18" SQUARE PRESTRESSED CONCRETE TEST PILE.

PROPOSED 18" SQUARE PRESTRESSED CONCRETE PILE.

BRIDGE NO. 034186

PLAN

DIRECTION OF STATIONING

LEGEND

END BENT 1

DIRECTION OF STATIONING

END BENT 4

NOTES:

MAIN CANAL

GOLDEN GATE

INTERMEDIATE BENTS 2 AND 3

B-01 B-02

SEE END BENT AND INTERMEDIATE BENT SHEETS.

" FROM ¡ CONST. 16TH ST. 2

12. CENTER PILE OF EACH BENT IS OFFSET 1

ADJUSTMENT SHEETS.

1. FOR DISPOSITION OF EXISTING AND PROPOSED UTILITIES, SEE UTILITY

N 0° 28' 39" W N 2° 28' 39" W N 1° 31' 21" E

1061 1062 1063

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

4/22/2025lmartinez c:\pww\kca_prod\dms38690\B1PileData01.dgn1:20:53 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID PILE DATA TABLE

B-10

PILE DATA TABLE

DESIGN CRITERIAINSTALLATION CRITERIA PILE CUT-OFF ELEVATIONS

NUMBER

BENT

or

PIER

(in.)

SIZE

PILE

(tons)

RESISTANCE

BEARING

NOMINAL

(ft.)

ELEVATION

TIP

MINIMUM

(ft.)

LENGTH

PILE

TEST

(ft.)

ELEVATION

JET

REQUIRED

(ft.)

ELEVATION

PREFORM

REQUIRED

(tons)

LOAD

DESIGN

FACTORED

(tons)

DRAG

DOWN

(tons)

RESISTANCE

SCOUR

TOTAL

(tons)

RESISTANCE

SCOUR

NET

(ft.)

ELEVATION

SCOUR

100-YEAR

PILE 1 PILE 2 PILE 3 PILE 4 PILE 5 PILE 6 PILE 7

Factored Design Load + Net Scour Resistance + Down Drag

Ø ≤ Nominal Bearing Resistance

(tons)

LOAD

UPLIFT

DESIGN

FACTORED

Ø

M P

R E

S S I O

N

Table Date 01/01/16

(tons)

RESISTANCE

UPLIFT

NOMINAL

Ø

L I F

T storm event.

100-YEAR SCOUR ELEVATION - Estimated elevation of scour due to the 100 year to the scour elevation.

required preformed or jetting elevation resistance provided by the soil from the

NET SCOUR RESISTANCE - An estimate of the ultimate static side friction resistance provided by the scourable soil.

TOTAL SCOUR RESISTANCE - An estimate of the ultimate static side friction

(Specify only when design requires uplift capacity).

the 100 year scour elevation to resist pullout of the pile

UPLIFT RESISTANCE - The ultimate side friction capacity that must be obtained below

1 18

N/A

N/A

N/A

N/A

-26

-26

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

12.9 13.2 13.4 13.2 12.9

13.1 13.3 13.5 13.3 13.1

13.9

N/A

-26

-26

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

0.75

0.75

0.75

0.75

N/A

PILE INSTALLATION NOTES

-1.5

-1.5

13.8

13.8 13.8

13.813.9 13.9

14.0

14.1

14.1

14.1

14.1

14.2

14.3

-23

-23

-23

-23 required in a minimum of one pile per bent.

When using embedded gauges for Dynamic Testing, tip gauges are

Dynamically Monitor all Piles.

and proceed outward.

At each Bent, pile driving is to commence at the center of the Bent whichever is deeper.

below the 100-year scour elevation or required jet elevation, The Contractor should not anticipate being allowed to jet piles

No jetting will be allowed without the approval of the Engineer.

for determination of the required driving resistance.

differ from those shown on the table, the Engineer shall be responsible until the pile driving is completed. If jetting or preforming elevations lowered to the elevation and continue to operate at this elevation

When a required jetting elevation is shown, the jet shall be layer at approximate EL. 0.0.

the upper layer of caving soils to the top of the upper limestone is required to reach minimum tip elevation. Extend casing through

Minimum Tip Elevation is required for lateral stability. Preforming installation activities.

Contractor to verify location of all utilities prior to any pile

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1EndBent01.dgn2:43:07 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID END BENT 1

B-11

PILE SPACING

BEAM SPACING

"2 12'-3 "2

12'-3

4~8E01

6~8E01

8E01 (EF)

5E02 (EF)

(TYP. BTWN. PILES)

2~5E03

(TYP.)

1'-0"

90°00'00"

90°00'00" (TYP.)

¡ PILES

¡ CAP &

6E08 (TYP.) FFAS

¡ BEAM 3¡ BEAM 5

¡ BEARING

¡ BEAM 7

STA. 1060+96.75

FFAS END BENT 1

BEGIN BRIDGE

SLAB

APPROACH

OUTLINE OF

¡ BEAM 10

(INDEX 455-018)

CONCRETE PILES (TYP.)

18" SQ. PRESTRESSED

EL. K

EL. J

EL. H

EL. G

EL. C

EL. F

EL. J/K

EL. A

EL. E

EL. B

EL. D

EL. G/H

¡ BEAM 2¡ BEAM 4¡ BEAM 6¡ BEAM 8

¡ BEAM 9

¡ BEAM 1

6" "2

(TYP. @ ENDS)

3 PAIRS~5E06 @ 10"

4" 4"

(TYP. AT ENDS)

2~5E04

(T Y P

A T

E

N D

S

E

JOINT MATERIAL (TYP.)

1" PREMOULDED EXPANSION

(TYP. BTWN. PILES)

12 PAIRS~5E06 @ 10""4

14 "4

(TYP. ABOVE PILES)

2~5E07 @ 10"

¡ CONST. 16TH ST. & PGL

¡ CONST. 16TH ST. & PGL

17~6E08 DOWELS @ 3'-0"

M I N

(T

Y P

(T

Y P

"2

13'-6 4 SPA. @ 5'-1" = 20'-4"

"2 13'-6

26'-5"

11'-3"

26'-2"

"2 111'-4 "2

13'-6

52'-7"

3'-5""2

14'-113 SPA. @ 5'-1" = 15'-3""2

12'-6"2 12'-6

" = 22'-9"2

12 SPA. @ 11'-4

BRIDGE NO. 034186

A

B

C

D

E

F

POINT ELEV.

G

H

J

NOTE:

ELEVATION

PLAN

C

C

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

B

B

ELEVATIONS

END BENT

TABLE OF

D I R

E C

T I

S

T A

T I O

N I N

G

SHEETS FOR SECTIONS.

SEE END BENT DETAILS

K

15.384

14.880

14.875

11.860

12.384

11.855

17.558

17.307

16.813

16.562

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1EndBent02.dgn2:43:07 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID END BENT 4

B-12

(TYP.)

1'-0"

STA. 1062+43.79

FFAS END BENT 4

END BRIDGE

90°00'00" (TYP.)

90°00'00" FFAS

52'-7"

26'-5"26'-2"

"2 13'-6" = 22'-9"2

12 SPA. @ 11'-4

"2

11'-3""2 111'-4"2

13'-6 PILE SPACING

4 SPA. @ 5'-1" = 20'-4""2

12'-63 SPA. @ 5'-1" = 15'-3""2

14'-113'-5"

¡ BEAM 2

¡ BEAM 3

¡ BEAM 4

¡ BEAM 5

¡ BEAM 6

¡ BEAM 9

¡ BEAM 8

¡ PILES

¡ CAP &

¡ BEARING

6E08 (TYP.)

"2 12'-3

SLAB

APPROACH

OUTLINE OF

BEAM SPACING"2

13'-6

EL. H

EL. G ¡ BEAM 1

"2 12'-6

¡ BEAM 7 ¡ BEAM 10

EL. K

EL. D

EL. G/H

EL. F

EL. C

EL. J/K

EL. B

EL. A

EL. E

EL. J

(INDEX 455-018)

CONCRETE PILES (TYP.)

18" SQ. PRESTRESSED

"2 12'-3

(T

Y P

(T

Y P

6~8E01

4~8E01

5E02 (EF)

(TYP. BTWN. PILES)

2~5E03

8E01 (EF)

(TYP. AT ENDS)

2~5E04 6" "2

(TYP. @ ENDS)

3 PAIRS~5E06 @ 10"

(T Y P

A T

E

N D

S

E

4"4"

JOINT MATERIAL (TYP.)

1" PREMOULDED EXPANSION

(TYP. BTWN. PILES)

12 PAIRS~5E06 @ 10""4

14 "4

(TYP. ABOVE PILES)

2~5E07 @ 10"

¡ CONST. 16TH ST. & PGL

¡ CONST. 16TH ST. & PGL

17~6E08 DOWELS @ 3'-0"

M I N

BRIDGE NO. 034186

D I R

E C

T I

S

T A

T I O

N I N

G

PLAN

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

ELEVATION

NOTE:

A

B

C

D

E

F

POINT ELEV.

G

H

J

ELEVATIONS

END BENT

TABLE OF

SHEETS FOR SECTIONS.

SEE END BENT DETAILS

15.517

15.013

15.008

11.993

12.517

11.988

17.686

17.448

16.941

K 16.703

A

A

B

B

F I

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A

C

& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1EndBentDet01.dgn2:43:08 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

B-13

(1 OF 2)

END BENT DETAILS

¡ PILES & ¡ BENT CAP

" CHAMFER (TYP.)2

6E08 DOWELS

(TYP. UNO)

3" CLR.

5E06

5E06

2~8E01

6~8E01

2~8E01

"8

"8

(E

F

E

1'-9"1'-9"

3'-6"

"8

"8

8E01 (EF)

"4

15 SPA. @ 6"8

35 "8

¡ PILES & ¡ BENT CAP

6~8E01

2~8E01

8E01 (EF)

2~8E01

(TYP. UNO)

3" CLR.

"4

15 SPA. @ 6 "8

"8

"8

(E

F

E

1'-9"1'-9"

3'-6"

"8

"8

"8

5E07

C L

R

C L

R

6E08 DOWELS

M I N

M I N

2'-1"

" CHAMFER (TYP.)2

"2 18"2

@ 8"

2~5E03

BRIDGE NO. 034186

SECTION A-A SECTION B-B

NOTE:

SEE END BENT SHEETS FOR LOCATIONS OF SECTION A-A & B-B.

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1EndBentDet02.dgn2:43:08 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

B-14

END BENT DETAILS

5E05

(PAIRED WITH BARS 5E02 OR 8E01)

5E05 2~8E01

6~8E01

2~8E01

8E01 (EF)

2~5E02 (EF)

2~5E04

6" "2 110 "2

4E11 (EF)

JOINT MATERIAL

1" PREMOULDED EXPANSION

FFAS

6" "2 110 "2

C L

R

(T Y P

(U

N O

C L

R

4E11 (EF)

C L

R (T

Y P

6" "2 110 "2

C L

R (T

Y P

4E11 (EF)

5E06

5E02 (EF)

8E01 (EF)

(TYP., UNO)

3" CLR.

C L

R

V A

R I E

S

(PAIRED WITH BARS 8E01)

@ 1'-0" (EF)

@ 1'-0" (EF)

@ 1'-0" (EF)

5E04

(P A I R

W

T

H

B

A R

S

E

E

E

(E

F

E

Q U

A L

S

P A

C E

S

V A

R I E

S

E

Q U

A L

S

P A

C E

S

V A

R I E

4~4E11 (EF)

T

H

B

A R

S

E

E

E

(E

F (P

A I R

E D

BRIDGE NO. 034186

VIEW C-C

SECTION E-E SECTION F-F

SECTION D-D

DD

E E

F

F

NOTES:

WINGWALL OPPOSITE HAND.

ARE SHOWN, END BENT 1 WEST WINGWALL AND END BENT 4 EAST

3. END BENT 1 EAST WINGWALL AND END BENT 4 WEST WINGWALL

2. ** INDICATES BAR MARKS ARE APPLICABLE TO EAST WINGWALLS.

1. * INDICATES BAR MARKS ARE APPLICABLE TO WEST WINGWALLS.

NOTE:

SEE END BENT SHEETS FOR LOCATION OF VIEW C-C.

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1IntBent01.dgn2:43:09 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID INTERMEDIATE BENTS

B-15

¡ PILES

¡ CAP & ¡ BEARING

¡ BEAM 3

¡ BEAM 4

¡ BEAM 5

¡ BEAM 6

¡ BEAM 7 ¡ BEAM 9

¡ BEAM 8

"2 12'-6

2'-5" "2 14'-11

90°00'00" (TYP.)

"2 17'-5

"2 12'-6

90°00'00"

50'-7"

25'-5"

"2 12'-6

"2

12'-6 BEAM SPACING

PILE SPACING2 SPA. @ 7'-7" = 15'-2"

25'-2"

3 SPA. @ 5'-1" = 15'-3"

"2

4 SPA. @ 5'-1" = 20'-4"

3 SPA. @ 7'-7" = 22'-9"

"2 12'-6

(INDEX 455-018)

CONCRETE PILES (TYP.)

18" SQ. PRESTRESSED

EL. B

EL. D

EL. E

EL. A

EL. C

EL. F

¡ BEAM 1

¡ BEAM 2

¡ BEAM 10

6~8E09

5E02 (EF)

8E01 (EF)

4~8E01

2" 2"

(TYP. AT ENDS)

2~5E04

(TYP. BTWN. PILES)

2~5E03

"2 16 "2

(TYP. BTWN. PILES)

7 PAIRS~5E06 @ 10"

"2

(T Y P

A T

E

N D

S

E

5"

(TYP. AT ENDS)

2 PAIRS~5E06 @ 10"

(TYP. ABOVE PILES)

3~5E07 @ 7"

¡ CONST. 16TH ST. & PGL

¡ CONST. 16TH ST. & PGL

M I N

(SEE TABLE FOR STATION)

¡ INT. BENT

BRIDGE NO. 034186

D I R

E C

T I

S

T A

T I O

N I N

G

ELEVATION

A

A

B

B

1 2 3 4

NOTES:

PLAN

INT. BENT A B

STATION

1061+45.79

1061+94.75

5 6

C D E F

TABLE INT. BENT ELEVATIONS

16.210 15.707 15.702 12.707 13.210 12.702

16.255 15.751 15.746 12.751 13.255 12.746

SLOPE OF BENT CAPS.

2. FIELD BEND BARS E09 TO MATCH

SHEETS FOR SECTIONS.

1. SEE INTERMEDIATE BENT DETAILS

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1IntBentDet01.dgn2:43:09 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID INTERMEDIATE BENT DETAILS

B-16

" CHAMFER (TYP.)2

"4

35 SPA. @ 6 "8

15"8

(E

F

E

2~8E01

8E01 (EF)

1'-10"1'-10"

"8

3'-8"

"8

"8

@ 8"

2~5E03 "8

¡ PILES & ¡ BENT CAP

5E06

5E06 3" CLR. (TYP.)

" CHAMFER (TYP.)2

"4

35 SPA. @ 6 "8

15"8

(E

F

E

2~8E01

8E01 (EF)

1'-10"1'-10"

2'-1" "8

3'-8"

"8

"8

"8

¡ PILES & ¡ BENT CAP

5E07

3" CLR. (TYP.)

6~8E09 6~8E09

M I N

M I N

2~8E01 2~8E01

"2 18 "2

BRIDGE NO. 034186

SECTION A-A SECTION B-B

NOTE:

LOCATIONS OF SECTION A-A & B-B.

SEE INTERMEDIATE BENTS SHEET FOR

F I

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G I

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G N

A L

D

L E

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A

C

& ASSOCIATES

KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1FinishGrEL01.dgn2:43:10 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

(1 OF 3)

FINISH GRADE ELEVATIONS

21 1 2

LEFT COPING

STA. 1060+66.75

BEGIN APPROACH SLAB

STA. 1060+96.75

FFAS END BENT 1

BEGIN BRIDGE

RIGHT COPING

& PGL

¡ CONST. 16TH ST

3 SPA. @ 10'-0" = 30'-0"

STA. 1062+43.79

FFAS END BENT 4

END BRIDGE

STA. 1062+73.79

END APPROACH SLAB

LEFT COPING

RIGHT COPING

& PGL

¡ CONST. 16TH ST

COPING

RIGHT

COPING

LEFT

3 SPA. @ 10'-0" = 30'-0"

50'-5" OUT-TO-OUT

6'-0" 18'-0"

FACE OF BARRIER

LEFT FRONT

LEFT GUTTER LINE

RIGHT GUTTER LINE

FACE OF BARRIER

LEFT FRONT

LEFT GUTTER LINE

RIGHT GUTTER LINE

24'-0"

RIGHT GUTTER LINE

FACE OF BARRIER

LEFT FRONT

LEFT GUTTER LINE

& PGL

¡ CONST. 16TH ST

APPROACH SLAB 1 APPROACH SLAB 2

TYPICAL SECTION THRU APPROACH SLAB

1'-4"

DIRECTION OF STATIONING DIRECTION OF STATIONING

1'-1"

BRIDGE NO. 034186

N 0° 28' 39" W

B-17

N 0° 28' 39" W

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

FINISH GRADE ELEVATIONS

LOCATION/POINTS

BEGIN A.S.

APPROACH SLAB 1

BRIDGE

BEGIN

T-1 T-2

LEFT COPING 15.995 16.249 16.503 16.757

BARRIER

LEFT FRONT FACE OF

16.017 16.271 16.525 16.779

LEFT GUTTER LINE 16.137 16.391 16.645 16.899

� CONST. 16TH ST. & PGL 16.497 16.751 17.005 17.259

RIGHT GUTTER LINE 16.017 16.271 16.525 16.779

RIGHT COPING 15.990 16.244 16.498 16.752

FINISH GRADE ELEVATIONS

LOCATION/POINTS

BRIDGE

END

APPROACH SLAB 2

END A.S.

T-1 T-2

LEFT COPING 16.890 16.644 16.377 16.110

BARRIER

LEFT FRONT FACE OF

16.912 16.665 16.398 16.132

LEFT GUTTER LINE 17.032 16.785 16.518 16.252

� CONST. 16TH ST. & PGL 17.392 17.145 16.878 16.612

RIGHT GUTTER LINE 16.912 16.665 16.398 16.132

RIGHT COPING 16.885 16.639 16.372 16.105

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1FinishGrEL02.dgn2:43:11 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

(2 OF 3)

FINISH GRADE ELEVATIONS

¡ BEAM 1

¡ BEAM 2

¡ BEAM 3

¡ BEAM 4

¡ BEAM 5

¡ BEAM 6

¡ BEAM 7

¡ BEAM 8

¡ BEAM 9

¡ BEAM 10

1 2 3 4 5

RIGHT COPING

LEFT COPING

FACE OF BARRIER

LEFT FRONT

¡ BEAM 1

¡ BEAM 2

¡ BEAM 3

¡ BEAM 4

¡ BEAM 5 ¡ BEAM 6

¡ BEAM 7

¡ BEAM 8

¡ BEAM 9

¡ BEAM 10

COPING

RIGHT

COPING

LEFT

16TH ST. & PGL

¡ CONST.

LINE

GUTTER

LEFT

& PGL

¡ CONST. 16TH ST.

LINE

GUTTER

RIGHT

FACE OF BARRIER

LEFT FRONT

RIGHT GUTTER LINE

LEFT GUTTTER LINE

24'-0"6'-0" 18'-0"

DIRECTION OF STATIONING

SPANS 1 THRU 3 PLAN

50'-5" COPING-TO-COPING

1'-1" 1'-4"

" (SPAN 3)2

16 EQ. SPA. @ 8'-2" (+) = 49'-0

" (SPAN 2)2

16 EQ. SPA. @ 8'-2" (-) = 48'-11

" (SPAN 1)2

16 EQ. SPA. @ 8'-2" (+) = 49'-0

¡ EXPANSION JOINT/INT. BENT ¡ EXPANSION JOINT/INT. BENT

(SPAN 1)

FFAS

(SPAN 3)

FFAS

BRIDGE NO. 034186

N 0° 28' 39" W

B-18

SLOPE: 0.02 FT/FT

TYPICAL SECTION THRU SUPERSTRUCTURE

SLOPE: 0.02 FT/FT

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1FinishGrEL03.dgn2:43:11 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

(3 OF 3)

FINISH GRADE ELEVATIONS

BRIDGE NO. 034186

B-19

FINISH GRADE ELEVATIONS

LOCATION/POINTS

BRIDGE

BEGIN SPAN 1

BENT

¡ INT. SPAN 2

BENT

¡ INT. SPAN 3

BRIDGE

END

1 2 3 4 5 1 2 3 4 5 1 2 3 4 5

LEFT COPING 16.757 16.949 17.119 17.268 17.395 17.500 17.584 17.645 17.685 17.703 17.700 17.675 17.628 17.559 17.469 17.357 17.223 17.067 16.890

BARRIER

LEFT FRONT FACE OF

16.779 16.971 17.141 17.290 17.417 17.522 17.605 17.667 17.707 17.725 17.722 17.696 17.650 17.581 17.491 17.378 17.245 17.089 16.912

¡ BEAM 1 16.804 16.996 17.166 17.315 17.442 17.547 17.630 17.692 17.732 17.750 17.747 17.721 17.675 17.606 17.516 17.403 17.270 17.114 16.937

LEFT GUTTER LINE 16.899 17.091 17.261 17.410 17.537 17.642 17.725 17.787 17.827 17.845 17.842 17.816 17.770 17.701 17.611 17.498 17.365 17.209 17.032

¡ BEAM 2 16.903 17.095 17.265 17.414 17.541 17.646 17.729 17.791 17.831 17.849 17.846 17.821 17.774 17.705 17.615 17.503 17.369 17.213 17.036

¡ BEAM 3 17.005 17.197 17.367 17.516 17.643 17.748 17.831 17.893 17.933 17.951 17.947 17.922 17.875 17.807 17.716 17.604 17.470 17.315 17.137

¡ BEAM 4 17.107 17.298 17.469 17.617 17.744 17.849 17.933 17.994 18.034 18.053 18.049 18.024 17.977 17.908 17.818 17.706 17.572 17.417 17.239

¡ BEAM 5 17.208 17.400 17.570 17.719 17.846 17.951 18.034 18.096 18.136 18.154 18.151 18.126 18.079 18.010 17.920 17.808 17.674 17.518 17.341

¡ CONST. 16TH ST. & PGL 17.259 17.451 17.621 17.770 17.897 18.002 18.085 18.147 18.187 18.205 18.202 18.176 18.130 18.061 17.971 17.858 17.725 17.569 17.392

¡ BEAM 6 17.208 17.400 17.570 17.719 17.846 17.951 18.034 18.096 18.136 18.154 18.151 18.126 18.079 18.010 17.920 17.808 17.674 17.518 17.341

¡ BEAM 7 17.107 17.298 17.469 17.617 17.744 17.849 17.933 17.994 18.034 18.053 18.049 18.024 17.977 17.908 17.818 17.706 17.572 17.417 17.239

¡ BEAM 8 17.005 17.197 17.367 17.516 17.643 17.748 17.831 17.893 17.933 17.951 17.947 17.922 17.875 17.807 17.716 17.604 17.470 17.315 17.137

¡ BEAM 9 16.903 17.095 17.265 17.414 17.541 17.646 17.729 17.791 17.831 17.849 17.846 17.821 17.774 17.705 17.615 17.503 17.369 17.213 17.036

¡ BEAM 10 16.802 16.993 17.164 17.312 17.439 17.544 17.628 17.689 17.729 17.748 17.744 17.719 17.672 17.603 17.513 17.401 17.267 17.112 16.934

RIGHT GUTTER LINE 16.779 16.971 17.141 17.290 17.417 17.522 17.605 17.667 17.707 17.725 17.722 17.696 17.650 17.581 17.491 17.378 17.245 17.089 16.912

RIGHT COPING 16.752 16.944 17.114 17.263 17.390 17.495 17.579 17.640 17.680 17.698 17.695 17.670 17.623 17.554 17.464 17.352 17.218 17.062 16.885

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KISINGER CAMPO

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 82380

Engineer of Record: Lucio Martinez

3/17/2025lmartinez C:\PW\KCA\Collier Co 16th St NE Bridge 22-7944\60212.1\Structures\B1Superst01.dgn2:43:12 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

(1 OF 3)

SUPERSTRUCTURE PLAN

A

OVERALL BRIDGE LENGTH

"2…