846021_COMBINED SET_121323.pdf

PDF 3 MB Posted Jan 29, 2024

Attached to: 751/20043. GSA; Pinckney RA - Treasure Island Bridge Rplcmnt
Solicitation number: RFQ - 171 - 240000000182
Issued by: Livingston County, Pentwater Village, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is the bid/construction plans for the Treasure Island Bridge Replacement project located in the Pinckney Recreation Area in Michigan. The project is being managed by the Michigan Department of Natural Resources (MDNR).

The plans include the removal of the existing timber bridge and replacement with a three-sided precast concrete culvert structure, along with approach restoration, dredging of the channel, fencing installation, and site restoration. Estimated quantities are provided for items such as excavation, embankment, subbase, aggregate, guardrail, and turf restoration. The project is located in Livingston County and Pentwater Village. No response dates, due dates, site visits, or award dates are specified in the document.

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Other files

File	Type	Posted
SESC Plan Review DTMB Approval PSC.pdf	PDF	Jan 29, 2024
Addendum 1 20043.pdf	PDF	Jan 29, 2024
Approved EGLE permit.pdf	PDF	Jan 29, 2024
Advertisement 20043.pdf	PDF	Jan 29, 2024
Treasure Island Pre-Bid Minutes.pdf	PDF	Jan 29, 2024
Bidders sign-in sheet.pdf	PDF	Jan 29, 2024
DCSpec Rev032022 V13 751-20043.GSA.pdf	PDF	Jan 29, 2024

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WASHTENAW

COUNTY

WORKING DAYS:

CALL MISS DIG

BEFORE YOU DIG

CALL 3 FULL

1-800-482-7171

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GENERAL NOTES

1. THE DESIGN OF THIS STRUCTURE IS BASED ON 1.2 TIMES THE CURRENT

AASHTO LRFD BRIDGE DESIGN SPECIFICATION HL-93 LOADING WITH THE

EXCEPTION THAT THE DESIGN TANDEM PORTION OF THE HL-93 LOAD

DEFINITION IS REPLACED BY A SINGLE 60 KIP AXLE LOAD BEFORE APPLICATION

OF THIS 1.2 FACTOR. THE RESULTING LOAD IS DESIGNATED HL-93 MOD. LIVE

LOAD PLUS DYNAMIC LOAD ALLOWANCE DEFLECTION DOES NOT EXCEED 1/800

OF SPAN LENGTH.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE PROPOSAL

AND SUPPLEMENTAL SPECIFICATIONS CONTAINED HEREIN, PERFORM ALL

WORK ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS FOR CONSTRUCTION 2020 EDITION.

3. THE DESIGN OF STRUCTURAL MEMBERS IS BASED ON MATERIAL OF THE

FOLLOWING GRADES AND STRESSES:

CONCRETE:

GRADE 3,500 f'c = 3,000 PSI GRADE 4,000 f'c = 3,500 PSI GRADE 4,500 f'c = 4,000 PSI STEEL REINFORCEMENT: fy = 60,000 PSI

STRUCTURAL STEEL:

AASHTO M270 GRADE 50W Fy = 50,000 PSI

FOUNDATION PILING (STEEL SHELLS):

ASTM A252 GRADE 3 Fy = 45,000 PSI

4. BEVEL ALL EXPOSED CONCRETE CORNERS SHOWN SQUARE ON THE PLANS

WITH ½” TRIANGULAR MOLDINGS EXCEPT AS NOTED.

5. OLD PLANS DO NOT EXIST FOR THIS STRUCTURE.

6. UNLESS OTHERWISE SHOWN ON THE PLANS, PROVIDE MINIMUM CLEAR COVER

FOR REINFORCEMENT ACCORDING TO THE FOLLOWING:

CONCRETE CAST AGAINST EARTH: 3 IN.

PRESTRESSED BEAMS: 1 IN.

ALL OTHER UNLESS SHOWN ON PLANS: 2 IN.

STANDARD PLANS

CONSTRUCTION OF THE FOLLOWING ITEMS WHERE CALLED FOR ON THE PLANS

WILL BE CONSTRUCTED ACCORDING TO THE MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD PLANS UNLESS OTHERWISE INDICATED:

STANDARD PLANS

MDOT STD. PLAN NO.

GUARDRAIL, TYPES A, B, BD, T, TD, MGS-8 & MGS-8D R-60-J*

SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

MOLDING, BEVEL, LIGHT STANDARD ANCHOR BOLT ASSEMBLY AND NAME

PLATE DETAILS B-103-E

* DENOTES SPECIAL DETAIL. STANDARD PLANS & SPECIAL DETAILS ARE

AVAILABLE ON THE MDOT WEBSITE.

7. ESTIMATED QUANTITIES AND PAY ITEMS INCLUDED IN THESE PLANS ARE PROVIDED

FOR REFERENCE ONLY AND ARE INCLUDED IN THE LUMP SUM BID PRICE.

THE LUMP SUM PRICE INCLUDES ALL LABOR, EQUIPMENT & MATERIALS REQUIRED

TO COMPLETE THE WORK DESCRIBED WITH THE EXCEPTION OF PILE FOOTAGE,

WHICH IS A SEPARATE UNIT PRICE PAY ITEM. THE FENCING WORK DESCRIBED

ON SHEET C103 IS INCLUDED IN THE LUMP SUM BID PRICE & THE BIDDER SHALL

PROVIDE THE PRICE FOR THAT WORK IN THE DEDUCTIVE ALTERNATE AREA OF

THE BID FORM.

AutoCAD SHX Text Blind Lake Rd

AutoCAD SHX Text Argonne

AutoCAD SHX Text Common Rd

AutoCAD SHX Text Blind Lake

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TREASURE ISLAND

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SHEET INDEX

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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FILE NO. 751/20043.BDW - INDEX NO. Y22222

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PINCKNEY RECREATION AREA

AutoCAD SHX Text TREASURE ISLAND BRIDGE REPLACEMENT FLEIS & VANDENBRINK ENGINEERING, INC. JOB NUMBER: 846021

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LOCATION MAP

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NORTH

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COVER SHEET

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MAINTAINING TRAFFIC

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GENERAL PLAN OF SITE

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CHANNEL DREDGING PLAN

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FENCING PLAN

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TYPICAL CROSS SECTIONS

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LOG OF BORINGS

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GENERAL PLAN OF STRUCTURE

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COVER SHEET

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AutoCAD SHX Text DESIGN ENGINEER: FLEIS & VANDENBRINK ENGINEERING, INC. JONATHAN W. MOXEY, PE 2960 LUCERNE DRIVE, SE GRAND RAPIDS, MI 49546 (616) 977-1000

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

AutoCAD SHX Text Department of Natural Resources - Pinckney RA

AutoCAD SHX Text G001

AutoCAD SHX Text G002

AutoCAD SHX Text C101

AutoCAD SHX Text C102

AutoCAD SHX Text C103

AutoCAD SHX Text C501

AutoCAD SHX Text C502

AutoCAD SHX Text S101

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SUBSTRUCTURE DETAILS

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SUPERSTRUCTURE DETAILS

AutoCAD SHX Text S503

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STEEL REINFORCEMENT DETAILS

AutoCAD SHX Text S504

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PROJECT LOCATION

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(FENCING IMPROVEMENTS

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PROJECT LOCATION

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(BRIDGE REPLACEMENT)

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LYNDON TOWNSHIP

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T1S, R3E, SECTION 1

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DEDUCTIVE ALTERNATE)

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SCALE IN FEET

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LOCATION MAP

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PROJECT LOCATION

BARRICADE, TYPE III,

SIGN

LEGEND

DETOUR SIGNAGE

BRIDGE OUT

AHEAD

LOCAL TRAFFIC ONLY

BARRICADE, TYPE III, LIGHTED

ROAD

CLOSED

ROAD

CLOSED

AHEAD

R11-2 (48" x 30") 10 Sft TYPE IIB SIGN

MOUNT ON SEPARATE POSTS

ABOVE AND BEHIND BARRICADE

R11-3 (60" x 30")

12.5 Sft TYPE IIB SIGN

MOUNT ON SEPARATE POSTS

ABOVE AND BEHIND BARRICADE

W20-3 (48" x 48") 16 Sft TYPE IIIB SIGN

CONSTRUCTION SIGNING

(FOR INFORMATION ONLY)

SIGN TYPE SIZE

SIGN AREA

(SFT) NUMBER

TOTAL

AREA

(SFT)

1 TYPE III BARRICADE NA 4 -

2 R11-2 48"x30" 10.0 2 20.0

3 R11-3 60"x30" 12.5 2 25.0

4 W20-3 48"x48" 16.0 2 32.0

5 SPECIAL 60"x30" 12.5 2 25.0

6 SPECIAL 60"x30" 12.5 2 25.0

TOTAL: 127.0

ESTIMATED QUANTITIES THIS SHEET(FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

1 LS MINOR TRAF DEVICES

4 EA BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, FURN

4 EA BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, OPER

77 SFT SIGN, TYPE B, TEMP, PRISMATIC, FURN

77 SFT SIGN, TYPE B, TEMP, PRISMATIC, OPER

50 SFT SIGN, TYPE B, TEMP, PRISMATIC, SPEC, FURN

50 SFT SIGN, TYPE B, TEMP, PRISMATIC, SPEC, OPER

20 EA PLASTIC DRUM, FLUORESCENT, FURN

20 EA PLASTIC DRUM, FLUORESCENT, OPER

HIGH INTENSITY, DOUBLE

1(2),2 1(2),2

SIDED, LIGHTED

PROJECT LOCATION

SPECIAL (60" x 30")

12.5 Sft TYPE IIIB SIGN

WARNING

OVERHEAD

BRIDGE WORK MOUNT ON BARGES OR

SHORELINE VISIBLE TO

BOAT TRAFFIC

1. THE PAY ITEM "MINOR TRAF DEVICES" INCLUDES BARGE LIGHTING, CONSTRUCTION FENCING & OTHER

DEVICES AS REQUIRED TO SECURE THE SITE NOT IDENTIFIED OTHERWISE.

5,6

6 SPECIAL (60" x 30")

12.5 Sft TYPE IIIB SIGN

WARNING

CHANNEL

CLOSED MOUNT ON BARGES OR

SHORELINE VISIBLE TO

BOAT TRAFFIC

5,6

MAINTAINING TRAFFIC NOTES

2. THE CHANNEL SHALL BE OPEN TO BOAT TRAFFIC WHEN IT IS SAFE TO DO SO AND BOAT TRAFFIC DOES

NOT IMPEDE CONSTRUCTION ACTIVITIES.

PROVIDE 3 WORK DAYS NOTICE FOR CLOSURES. USE SIGN "5" DURING TIMES WHEN CHANNEL IS OPEN

& SIGN "6" WHEN CLOSED.

AutoCAD SHX Text Max Dr

AutoCAD SHX Text Halfmoon Lake Rd

AutoCAD SHX Text Lakeview Dr

AutoCAD SHX Text Blind Lake Rd

AutoCAD SHX Text Shore Dr

AutoCAD SHX Text Blind Lake Rd

AutoCAD SHX Text Edgewater Dr

AutoCAD SHX Text Argonne

AutoCAD SHX Text Edgewater Dr

AutoCAD SHX Text Ridgemont Ln

AutoCAD SHX Text Parkview Dr

AutoCAD SHX Text Common Rd

AutoCAD SHX Text Halfmoon Lake

AutoCAD SHX Text Blind Lake

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TREASURE ISLAND

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NOT TO SCALE

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NORTH

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MAINTAINING TRAFFIC

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

Department of Natural Resources - Pinckney RA

15.0' PLATTED ROW

CRESCENT SPORTING CLUB PLAT

1/2 COMMON R.O.W. (15.0')

PER MDNR SURVEY #2004, 10/1/2021

SB-1

9+22

10+00

+00

+22

9+00 10+00 11+00 11+50

PROP. CENTERLINE ELEV'S. (TYP.)

PROPOSED C/L PROFILE

C L

WATER SURFACE EL = 883.6

5/21/22

P T

- S

P T

- S

. 8

9+22

10+00

+00

+22

C1 C2

N.334981.46 E.13215984.08

N.334957.71 E.13216046.10

N.334956.76 E.13216057.48

N.334956.76 E.13216057.51

N.334960.77 E.13216096.32

N.334974.75 E.13216132.92

N.334983.41 E.13216145.93

N.335002.01 E.13216166.20

Blind Lake Rd Bridge

Number

Length

66.41

9.21

41.39

39.63

15.63

27.51

Radius

19.65

75.88

Line/Chord Direction

S69° 02' 44"E

S82° 28' 32"E

N84° 05' 39"E

N69° 05' 47"E

N56° 21' 56"E

N47° 27' 23"E

Control Point Table

Point #

Northing

334955.54

335002.03

334968.91

334979.85

Easting

13216072.52

13215886.20

13216145.92

13216004.57

Elevation

888.60

887.26

884.87

886.16

Description

CP MAG

CP XCUT

CP TC

NORTH

LEGEND

PROPOSED 23A GRAVEL

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BLIND LAKE RD.

EXISTING STRUCTURE

THE EXISTING STRUCTURE IS A SINGLE SPAN TIMBER BRIDGE ON CONCRETE

ABUTMENTS WITH TIMBER SLOPE SUPPORT CRIBBING. IT HAS A LENGTH OF

APPROXIMATELY 21 FEET AND A WIDTH OF APPROXIMATELY 12 FEET. THE

CONSTRUCTION YEAR IS UNKNOWN.

BENCHMARKS

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

1 LS MOBILIZATION, MAX. _______

1 LS CONTRACTOR STAKING

80 FT FENCE, REM

300 FT EROSION CONTROL, SILT FENCE

200 FT EROSION CONTROL, TURBIDITY CURTAIN, SHALLOW

4 EA EROSION CONTROL, FILTER BAG

8 EA TREE, REM, 6 INCH TO 18 INCH

0.1 AC CLEARING

200 CYD EXCAVATION, EARTH

100 CYD EMBANKMENT, CIP

150 CYD SUBBASE, CIP

225 SYD AGGREGATE, SURFACE CSE, 6 INCH

50 FT GUARDRAIL, TYPE A, COR-TEN

8 EA GUARDRAIL, END SHOE, COR-TEN

500 SYD TURF RESTORATION

500 SYD MULCH BLANKET

TURBIDITY CURTAIN

PERMANENT/ TEMPORARY SEEDING

RIPRAP

MULCH BLANKETS & HIGH VELOCITY

COFFERDAM (SEE SHT S101)

MDOT R-96-SERIES LEGEND

DEWATERING WITH FILTER BAG

SILT FENCE

BM #1A EL. 887.26'

"X" ON AIR RELEASE MH @ BEND IN BLIND LAKE

RD, 195' W OF BRIDGE

(NAVD88 VIA VRS & GPS OBSV)

BM #1B EL. 886.77'

LAG BOLT W FACE 8" ELM TREE, S SIDE GRAVEL

DRIVE, 82' E OF BRIDGE

(NAVD88 VIA VRS & GPS OBSV)

GENERAL SITE NOTES

1. THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE EXISTING TIMBER BRIDGE AND RELATED STRUCTURES, REPLACEMENT WITH A THREE-SIDED PRECAST CONCRETE CULVERT STRUCTURE, APPROACH RESTORATION, DREDGING OF THE CHANNEL, FENCE INSTALLATION, SITE RESTORATION, MAINTAINING TRAFFIC AND RELATED WORK.

2. LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND CONDUCT OPERATIONS IN SUCH A MANNER AS

TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

3. BLIND LAKE ROAD WILL BE CLOSED TO TRAFFIC DURING CONSTRUCTION USING THE TEMPORARY TRAFFIC CONTROL DEVICES NOTED IN THESE PLANS. THE CHANNEL WILL BE CLOSED TO BOAT TRAFFIC AS NEEDED TO FACILITATE CONSTRUCTION UNTIL CONSTRUCTION PROCEEDS TO A POINT THAT IT CAN BE SAFELY MAINTAINED UNDER THE NEW STRUCTURE.

4. PLAN ELEVATIONS REFER TO NAVD88 DATUM.

5. WATER LEVEL IS SUBJECT TO CHANGE. MAKE A DETERMINATION OF WATER LEVELS THAT MAY EXIST DURING CONSTRUCTION.

6. IMPLEMENT MEASURES TO PREVENT DEBRIS FROM FALLING FROM THE STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY, REMOVE IT WITHIN 24 HOURS. SINCE DISTURBANCE OF THE WATERWAY BOTTOM MAY BE AS HARMFUL AS THE DEBRIS ITSELF, THE PREVENTATIVE MEASURES MUST BE EFFECTIVE. REMOVAL OF DEBRIS IS INCLUDED IN RELATED ITEMS OF WORK.

7. IMMEDIATELY AFTER THE CONSTRUCTION OF AN ABUTMENT IS COMPLETED, PLACE SLOPE PROTECTION AND SEEDING OR

SODDING ON THE ADJACENT EMBANKMENT SLOPES.

8. INSTALL TURBIDITY CURTAIN PRIOR TO REMOVAL OF EXISTING STRUCTURE, INCLUDING TIMBER SLOPE SUPPORT CRIBBING.

9. THE CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION SEQUENCE AND SESC PLAN BEFORE CONSTRUCTION BEGINS.

10. ALL CONSTRUCTION SEQUENCING, INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY SESC CONTROL MEASURES

AND INSTALLATION OF PERMANENT SESC CONTROL MEASURES SHALL BE INCLUDED IN THE LUMP SUM BID PRICE.

11. FAILURE TO INSTALL OR PROPERLY MAINTAIN SESC SHALL RESULT IN A FINE OF $500 PER DAY PLUS ACTUAL DAMAGE COSTS.

REMOVE FENCE AS REQUIRED TO

FACILITATE CONSTRUCTION & REPLACE

W/ GUARDRAIL AT STRUCTURE

(SEE PLAN OF STRUCTURE)

EX GAS TO BE RELOCATED

BY OTHERS

CAUTION: FIELD LOCATE EX

FORCEMAIN PRIOR TO

INSTALLING COFFERDAM

3 7 33

0.4% -0.4%

-5.5%

5.5%

EL. 880.47

B/FTG B

EL. 888.30

PROP. B/BEAM

EL. 880.47

B/FTG A

EXIST C/L OF ROAD

PROPOSED CONSTRUCTION C/L

NORTH

ALIGNMENT DIAGRAM

REF PT A

STA 10+00

REF PT B

STA 10+30.33

POB

STA 9+25

POE

STA 11+18

1. INSTALL SILT FENCE.

SESC SEQUENCE

2. INSTALL TURBIDITY CURTAIN.

3. REMOVE EX. BRIDGE.

4. INSTALL COFFERDAMS.

5. DEWATER WITH FILTER BAGS.

6. BACKFILL ABUTMENTS & PLACE RIPRAP.

7. COMPLETE CHANNEL EXCAVATION.

8. COMPLETE APPROACH WORK.

9. RESTORE TURF.

10. REMOVE SESC.

NOTICE OF CHANGED FIELD CONDITIONS

AFTER TOPOGRAPHIC SURVEY WORK (REPRESENTED HERE), OWNER INSTALLED

THREE 12" THICK TIMBER MATS OVER THE BRIDGE DECK IN RESPONSE TO

ADDITIONAL DETERIORATION OF THE STRUCTURE. OWNER PLACED

APPROXIMATELY 40 CYD OF GRAVEL WEDGING ON THE APPROACHES AS WELL.

CONTRACTOR SHALL REMOVE THE TIMBER MATS AND PLACE THEM ON A

FLATBED TRUCK PROVIDED BY THE OWNER TO BE RETAINED BY THE OWNER.

CONTRACTOR SHALL REMOVE GRAVEL WEDGING ON THE APPROACHES AS PART

OF APPROACH EARTHWORK. ALL OF THE WORK DESCRIBED SHALL BE INCLUDED

IN THE COST OF THE PROJECT.

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GRAVEL

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EDGE OF WATER ELEV=883.6 MEASURED ON 5/12/2022

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SAN SEWER LINE PER FLAGGING

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WOOD BRIDGE DECK BOTTOM OF BEAM = 887.53(SOUTH) BOTTOM OF BEAM = 887.29(NORTH)

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BRIDGE RAILING

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CONC

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WOOD BEAM

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TIMBER

AutoCAD SHX Text 1B

AutoCAD SHX Text 1A

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EX 1 1/4" GAS

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EDGE OF WATER ELEV=883.6 MEASURED ON 5/12/2022

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EXIST. CENTERLINE ELEV'S. (TYP.)

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EX SURVEY C/L BLIND LAKE BRIDGE ROAD

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EX SURVEY C/L CHANNEL UNDER BRIDGE

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EX B/BEAM=887.53 (SOUTH)

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EX B/BEAM=887.29 (NORTH)

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GENERAL PLAN OF SITE

AutoCAD SHX Text C101

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SCALE IN FEET

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

AutoCAD SHX Text

JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

AutoCAD SHX Text Department of Natural Resources - Pinckney RA

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EX. GRAVEL PAVEMENT

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VERTICAL SCALE

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AutoCAD SHX Text X

9+22

10+00

+00

+22

1+00 2+00 2+68

2+00 3+00 3+68

3+00 4+00 4+68

4+00 5+00 5+68

C1 C2

N.334981.46 E.13215984.08

N.334957.71 E.13216046.10

N.334956.76 E.13216057.48N.334956.76

E.13216057.51

N.334960.77 E.13216096.32

N.334974.75 E.13216132.92

N.334983.41 E.13216145.93

N.335002.01 E.13216166.20

4+00 5+00 5+68

WSE 883.60

3+00 4+00 4+68

WSE 883.60

2+00 3+00 3+68

WSE 883.60

1+00 2+00 2+68

WSE 883.60

NORTH

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BLIND LAKE

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

125 CYD EXCAVATION, CHANNEL

150 FT EROSION CONTROL, TURBIDITY CURTAIN, SHALLOW

HALF MOON LAKE

USE TURBIDITY CURTAIN TO ISOLATE

CHANNEL DURING DREDGING WORK (TYP)

CHANNEL UNDER BLIND LAKE RD. - PLAN

SECTION A - A

SECTION B - B

SECTION C - C

SECTION D - D

D D

A A

B B

C C

EXCAVATE CHANNEL AT BRIDGE FOR A NEW

CHANNEL BOTTOM OF 879.60 & SHAPE TO

MATCH OTHER CHANNEL SECTIONS SHOWN

AutoCAD SHX Text 1B

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EX 1 1/4" GAS

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EX SURVEY C/L SECTION D-D

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EX SURVEY C/L SECTION C-C

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EX SURVEY C/L SECTION B-B

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EX SURVEY C/L SECTION A-A

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DREDGING PLAN

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SCALE IN FEET

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AutoCAD SHX Text NOTE: "EXCAVATION, CHANNEL" INCLUDES REMOVAL OF FILL BETWEEN EX AND PROPOSED ABUTMENTS AS REQUIRED.

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

AutoCAD SHX Text Department of Natural Resources - Pinckney RA

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VERTICAL SCALE

S8 °3

S1 1°

7" W

S23°33'39"E 40.00'

S5 °1

S68°44'18"W 9.00'

N48°55'11"W 102.00'

N48°21'01"W 86.00'

N51°28'57"W 74.00'

N40°59'01"W 28.50'

N24°20'51"W 49.00'

N 8°

0" W

N 9°

4" E

N 7°

9" W

N36°08'35"W 28.00'

N51°15'44"W 22.00'

N57°03'24"W 83.50'

N29°27'09"E 16.00'

N80°39'21"E 57.00' S87°13'00"E 107.50'

N58°44'06"E 134.00'

S35°45'48"E 50.39'

S64°00'02"W 231.23'

S55°56'07"E 39.19'

S5 °5

S43°54'07"E 120.40'

N76°58'39"E 160.08'

NORTH

1. FENCE TO BE 4-FOOT NOMINAL HEIGHT, CHAIN LINK WITH BLACK VINYL COATING

PER SPEC SECTION 32 31 13.

2. FENCE IS TO FOLLOW THE ALIGNMENT INDICATED AS CLOSE AS PRACTICAL. THE

ALIGNMENT SHOWN IS BASED ON THE NEW PROPERTY LINE. THE PROPERTY

DESCRIPTION IS INCLUDED IN THE SPECIFICATIONS FOR CONTRACTOR STAKING

PURPOSES. DNR SURVEYOR WILL CONFIRM THE STAKING / LAYOUT PRIOR TO

FENCE INSTALLATION. PROVIDE A MINIMUM OF 7 CALENDAR DAYS NOTICE.

3. REMOVE & TRIM TREES, BRUSH, ETC. ALONG THE ALIGNMENT AS REQUIRED FOR

FENCE INSTALLATION. LIMIT THE DISTURBANCE TO THE MINIMUM PRACTICAL

FOOTPRINT REQUIRED.

4. CONTRACTOR SHALL USE DUE CARE TO AVOID DAMAGING EXISTING

UNDERGROUND UTILITIES. HAND DIG POSTS WHERE THEY ARE IN PROXIMITY TO

EXISTING UTILITIES.

5. CONTRACTOR SHALL RESTORE GRAVEL ACCESS TO PRE-CONSTRUCTION

CONDITION (OR BETTER) FOLLOWING FENCE CONSTRUCTION.

6. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE DEDUCTIVE ALTERNATE IN

THE BID FORM.

FENCING NOTES ORIGINAL PROPERTY LINE

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BLIND LAKE

CHAIN LINK FENCE DETAIL

NOT TO SCALE

12" 18"9"

LINE POST

(INTERMEDIATE)

BRACE POST TERMINAL POST

(END, CORNER,

OR PULL)

STRETCHER BAR BANDS

@ 12" MAX. SPACING

(TYP.)

STRETCHER BAR

FINISHED GRADE

4' -0

CONC.

TENSION WIRE

OR RAIL AS

SPECIFIED

TRUSS ROD

10'-0" MAX.

BRACE RAIL ON INSIDE

OF FENCE

10'-0"

CHAIN LINK FENCE

FABRIC

FENCE SHALL BE INSTALLED IN

ACCORDANCE WITH CHAIN LINK

MANUFACTURERS INSTITUTE

PRODUCT MANUAL

RECOMMENDATIONS.

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

1,200 FT FENCE, CHAIN LINK, 4 FOOT, VINYL COATED, BLACK

1 EA FENCE GATE, CHAIN LINK, DUAL LEAF, 12 FOOT x 5 FOOT, VINYL COATED, BLACK

500 SYD TURF RESTORATION

HALF MOON LAKE

CAUTION: OVERHEAD UTILITY

CAUTION: UNDERGROUND ELECTRIC

CAUTION: UNDERGROUND GAS

12-FOOT (+/-) OPENING AT DRIVEWAY

PROPOSED FENCE (TYP)

CAUTION: UNDERGROUND TELEPHONE

BM #100A EL. 951.70'

COTTON GIN, E FACE 15" PINE, W SIDE GRAVEL

DRIVE, ±15' S OF SOUTH LINE OF HOUSE

EXTENDED

(NAVD88 VIA VRS & GPS OBSV)

CAUTION: UNDERGROUND FORCEMAIN

CONTRACTOR TO LEAVE A GAP IN THE

FENCE FOR A STANDARD 4-FOOT GATE

TO BE INSTALLED BY OTHERS IN THE

FUTURE AT THIS LOCATION.

UPDATED PROPERTY LINE

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EDGE OF WATER ELEV=883.5 MEASURED ON 5/12/2022

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EDGE OF WATER ELEV=883.5 MEASURED ON 5/12/2022

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GRAVEL

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IRRIGATION BOX

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GRAVEL

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CONC

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EDGE OF LAWN

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GRASS

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STONE RET WALL

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STEPS

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SAN SEWER LINE PER FLAGGING

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MISC SAN SEWER FLAGGING MANY FLAG SEEMED RANDOM, LYING FLAT

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MISC SAN SEWER FLAGGING

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MISC SAN SEWER FLAGGING

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SPRINKLER HEAD

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EX 1 1/8" GAS

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FENCING PLAN

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SCALE IN FEET

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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AutoCAD SHX Text Treasure Island Bridge Replacement

2%+/- 2%+/-

AGGREGATE SURFACE CSE,

6 INCH

6'-0" 6'-0" 2'-0"+/-2'-0"+/- C/L

4%+/- 4%+/-

SUBBASE, CIP

TURF ESTABLISHMENT &

MULCH BLANKET (TYP)

VARIABLE SLOPE TO MATCH

EXISTING, 3H:1V +/- (TYP)

1' -0

TYPICAL CROSS SECTION

STA 9+25 (POB) TO STA 9+90

STA 10+40.33 TO STA 11+18 (POE)

TYPICAL CROSS SECTION

STA 9+90 TO STA 10+00 (REF LINE A)

STA 10+30.33 (REF LINE B) TO STA 10+40.33

1.5+/-

RIPRAP, HEAVY ON HEAVY

GEOTEXTILE LINER (TYP)

1.5+/-

6'-0" 6'-0" 2'-0" 1'-6"2'-0"1'-6" C/L

BACKFILL, STRUCTURE, CIP

SUBBASE, CIP

2%+/- 2%+/-

AGGREGATE SURFACE

CSE, 6 INCH

GUARDRAIL, TYPE A,

COR-TEN (WOOD POSTS)

(TYP) RIPRAP, PLAIN ON HEAVY

GEOTEXTILE LINER (TYP)

CONC RETURN WALL (TYP)

TYPICAL ABUTMENT SECTION

E A

O R

2+/-

SUBBASE, CIP

AGGREGATE SURFACE CSE, 6 INCH THREE-SIDED PRECAST CULVERT

REINF CONC DECK (8" MIN.)

1'-0"

1'-6"5'-0"1'-6"6'-0"

AGGREGATE (6A)

5'-0"+/-1'-2"

1'-0"+/-

WATER SURFACE

EL. 883.60 (5/12/22)

LIMITS OF EXCAVATION,

FDN

LIMITS OF BACKFILL,

STRUCTURE, CIP

PILE, CIP CONC, 12 INCH

COFFERDAMS, LEFT IN PLACE

RIPRAP, HEAVY ON HEAVY

GEOTEXTILE LINER

B/FOOTING

EL. 880.47

B/PRECAST

EL. 888.30

T/SHEET PILE (CUTOFF)

EL. 883.75

B/CHANNEL

EL. 879.60

T/RIPRAP

EL. 885.60+/-

EMBANKMENT, CIP

(AS REQ'D.)

PLAN GRADE

TYPICAL DECK SECTION

STA 10+00 (REF LINE A) TO STA 10+30.33 (REF LINE B)

6'-0" 6'-0"C/L 10"10"

13'-8" OUT - OUT

13'-6" OUT - OUT PRECAST & DECK

2% 2%

CIP CONC BRUSH BLOCK (TYP)

CIP CONC DECK, 8" MIN

BRIDGE RAILING, 4 TUBE, MOD

THREE-SIDED PRECAST CULVERT

(LAYOUT BY MANUFACTURER)(TYP)

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0 2' 4' 6'

Scale: 3/8" = 1'-0"

0 2' 4' 6'

Scale: 3/8" = 1'-0"

0 2' 4' 6'

Scale: 3/8" = 1'-0"

0 2' 4' 6'

Scale: 3/8" = 1'-0"

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TYPICAL SECTIONS

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

SB-1

9+22

10+00

+00

N.334981.46 E.13215984.08

N.334957.71 E.13216046.10

N.334956.76 E.13216057.48

N.334956.76 E.13216057.51

N.334960.77 E.13216096.32

N.334974.75 E.13216132.92

N.334983.41 E.13216145.93

NORTH

CONSISTENT SOIL PROFILE

ASSUMED BELOW 50 FEET.

VERIFY WITH TEST PILES.

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LOCATION OF SOIL BORING

BLIND LAKE RD - PLAN VIEW

SOIL BORING NOTES:

1. THE SOIL BORING LOGS REPRESENT POINT INFORMATION.

PRESENTATION OF THIS INFORMATION IN NO WAY IMPLIES

THAT SUBSURFACE CONDITIONS ARE THE SAME AT

LOCATIONS OTHER THAN THE EXACT LOCATION OF THE

BORING.

2. LOCATIONS OF THE SOIL BORINGS ARE ALSO SHOWN ON

THE GENERAL PLAN OF SITE.

3. NUMBERS DELINEATED WITH DASHES (12-14-15) DENOTE

THE NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. (1

1/2" I.D.) SPLIT SPOON SAMPLER 3 SUCCESSIVE 6"

INCREMENTS USING A 140 LBS. HAMMER FALLING 30".

APPROXIMATE BORING NO. 1 LOCATION: STA 10+47.5, 3' LT, APPROXIMATE GROUND SURFACE ELEVATION = 887.80

EL. 828.50

EST. PILE TIP

(59.30' DEPTH)

EL. 862.47

MIN. PILE PENETRATION

(25.33' DEPTH)

EL. 880.47

B/FTG A&B

(7.33' DEPTH)

AutoCAD SHX Text 1B

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EX 1 1/4" GAS

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LOG OF BORINGS

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SCALE IN FEET

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

SIG

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0 2' 4' 8'

Scale: 1/4" = 1'-0"

0 2' 4' 8'

Scale: 1/4" = 1'-0"

REF PT A

STA 10+00

GUARDRAIL, END SHOE, COR-TEN

(TYP)

30'-4" REF LINE A TO REF LINE B

WATER SURFACE

EL. 883.60 (5/12/22)

(CHANNEL TO HALF MOON LAKE)

E A

E B

5'+/-

12'-6"12'-6" 1'-6" 1'-6"

30'-4" REF LINE A TO REF LINE B

28'-0" CLEAR SPAN

T/BRUSH BLOCK

EL. 890.55

T/DECK

EL. VARIES

B/CHANNEL (PROPOSED)

EL. 879.60

B/PRECAST

EL. 888.30

GUARDRAIL, TYPE A, COR-TEN (TYP)

BRIDGE RAILING, 4 TUBE, MOD

THREE-SIDED PRECAST CULVERT,

28-FOOT SPAN BY 5-FOOT RISE

W/ INTEGRAL COLOR

PILE, CIP CONC, 12 INCH

(RNDR = 250K)(TYP)

COFFERDAMS, LEFT IN PLACE

(TYP)

BACK SIDE SHEET PILE TO BE REMOVED

OR LEFT IN PLACE AT CONTRACTOR'S

OPTION (TYP)

REF PT B

STA 10+30.33

RIPRAP, HEAVY ON HEAVY

GEOTEXTILE LINER (TYP)

2'+

OUTLINE OF FOOTING A

OUTLINE OF FOOTING B

GUARDRAIL, TYPE A, COR-TEN (TYP)

CONTRACTOR TO ADJUST ANGLE AS

REQUIRED TO FIT CURVATURE OF APPROACH

BRIDGE RAILING, 4 TUBE, MOD

(TYP)

RIPRAP, PLAIN ON HEAVY

GEOTEXTILE LINER (TYP)

RIPRAP, HEAVY ON HEAVY

GEOTEXTILE LINER (TYP)

CIP CONC RETURN WALL (TYP)

COFFERDAMS, LEFT IN PLACE

(TYP)

(BLIND LAKE)

AGGREGATE SURFACE CSE, 6 INCH

AGGREGATE SURFACE CSE, 6 INCHC/L

GENERAL STRUCTURE NOTES

1. THE DESIGN OF THIS STRUCTURE IS BASED ON 1.2 TIMES THE CURRENT AASHTO LRFD BRIDGE DESIGN SPECIFICATION

HL-93 LOADING WITH THE EXCEPTION THAT THE DESIGN TANDEM PORTION OF THE HL-93 LOAD DEFINITION IS REPLACED BY A SINGLE 60-KIP AXLE LOAD BEFORE APPLICATION OF THIS 1.2 FACTOR. THE RESULTING LOAD IS DESIGNATED HL-93 MOD. LIVE LOAD PLUS DYNAMIC LOAD ALLOWANCE DEFLECTION DOES NOT EXCEED 1/800 OF SPAN LENGTH.

2. PLACE GEOTEXTILE LINER ON ALL SLOPES PRIOR TO PLACING RIPRAP.

3. RIPRAP SHALL BE WASHED FIELD STONE.

4. A COFFERDAM SHALL BE PROVIDED FOR THIS STRUCTURE. A TREMIE SEAL HAS NOT BEEN REQUIRED. THE ENGINEER'S

INTENT IS THAT THE CONTRACTOR WILL USE 6A AGGREGATE TO CREATE SUFFICIENT SUMPS WITH PUMPS DISCHARGING IN FILTER BAGS IN UPLAND AREAS TO DEWATER THE COFFERDAMS AS REQUIRED FOR CONSTRUCTION. THE CONTRACTOR MAY PROVIDE A MUD MAT OR TREMIE SEAL AT NO ADDITIONAL COST. FOLLOWING ABUTMENT CONSTRUCTION, THE

BACK SIDE SHEET PILE MAY BE LEFT IN PLACE OR REMOVED AT THE CONTRACTOR'S OPTION.

5. PROVIDE PZ-22, SPZ-22 OR ENGINEER-APPROVED EQUAL SHEET PILE FOR COFFERDAMS.

6. FALSE DECKING INCLUDES THE AREA BOUNDED BY REFERENCE LINES A & B AND 2 FEET BEYOND THE BRUSH BLOCK

FASCIAS OF THE PROPOSED STRUCTURE. THE ESTIMATED AREA IS 536 SQUARE FEET.

7. WHEN CASTING ITEMS INTO STRUCTURAL PRECAST CONCRETE TO FACILITATE BRIDGE CONSTRUCTION (FORMING, FINISHING, ETC.) USE ITEMS THAT ARE GALVANIZED IN ACCORDANCE WITH ASTM B633, SERVICE CONDITION 4 OR EPOXY

COATED. CAST INSERTS WITH THE PRECAST. DO NOT FIELD INSTALL INSERTS.

8. CONCRETE RETURN WALLS, PRECAST, DECK AND BRUSH BLOCK CONCRETE SHALL BE MODIFIED TO INCLUDE INTEGRAL COLOR. PROVIDE INCRETE SAND BUFF OR EQUAL BY LM SCOFIELD OR PRISM PIGMENTS. PROVIDE MANUFACTURER'S COLOR PALETTE TO ENGINEER A MINIMUM OF 7 CALENDAR DAYS PRIOR TO THE FIRST CONCRETE POUR FOR OWNER'S

VERIFICATION.

9. APPLY ANTI-GRAFFITTI COATING TO ALL EXPOSED AREAS OF ABUTMENTS, PRECAST, DECK AND BRUSH BLOCK FASCIAS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING CURING AND PREPARATION OF THE CONCRETE

SURFACE. COATING SHALL BE ONE OF THE FOLLOWING:

GPC-100 GRAFFITI PROOFER & CURING AGENT

BETTERBILT CHEMICAL

3117 EAST 26TH STREET

VERNON, CA 90058

(323)263-4575

WWW.SEICHEMICAL.COM

ANTI-GRAFFITI COATING

SHERWIN WILLIAMS

(800) 524-5979

WWW.SHERWIN-WILLIAMS.COM

GLASS FUSION

GLASS FUSION INTERNATIONAL INCORPORATED

4175 SOUTH PIPKIN ROAD

SOUTE 105

LAKELAND, FL 33811

(855)854-5277

WWW.GLASSFUSION.NET

ENGINEER-APPROVED EQUAL

10. "STRUCTURES, REM" INCLUDES REMOVAL OF THE TIMBER SUPERSTRUCTURE, CONCRETE SUBSTRUCTURE, TIMBER SLOPE SUPPORT CRIBBING & RELATED MATERIALS.

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

1 LS STRUCTURES, REM

536 SFT FALSE DECKING

1 LS COFFERDAMS, LEFT IN PLACE

100 CYD EXCAVATION, FDN

25 CYD AGGREGATE, 6A

15 TON RIPRAP, PLAIN, MOD (WASHED FIELD STONE)

60 TON RIPRAP, HEAVY, MOD (WASHED FIELD STONE)

150 CYD BACKFILL, STRUCTURE, CIP

'-0

" C

'-8

" O U

- O

U T

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PLAN

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NORTH

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GENERAL PLAN OF STRUCTURE

AutoCAD SHX Text S101

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

AutoCAD SHX Text

JWM

AutoCAD SHX Text

PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

AutoCAD SHX Text Department of Natural Resources - Pinckney RA

ELEVATION

1'-6"1'-6" 4'-0" 3'-4" 1'-8"

1' -6

-6

'-0

6" 1/ 4"

1/4"

45°

PILE DIA.

2 DIA 1

2 DIA

* SPLICE SLEEVE

O.D. TO FIT

I.D. OF PILE

DETAIL A

* SPLICE SLEEVE

DRIVEN

PILE

EXTENSION

33° BEVEL

TIP ON PILE

C/L PILE

1" ⅊

DETAIL A

C.I.P. PILE POINT DETAILS

CI.P. PILE SPLICE DETAILS

(FOR SPIRAL WELDED AND SEAMLESS PIPE SHELLS)

* SPLIT CHILL RINGS AS RECOMMEND BY THE

MANUFACTURER MAY BE SUBSTITUTED FOR

SPLICE SLEEVES IF APPROVED BY THE ENGINEER.

GRIND WELD FLUSH

WITH PILE EXTERIOR

1/4"

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0 2' 4' 6'

Scale: 3/8" = 1'-0"

ESTIMATED PILE QUANTITY

ABUT A ABUT B

VERTICAL

PILES

NO. REQD. 5 5

LENGTH 53' 53'

TOTAL 265' 265'

TEST

PILES

NO. REGD 1 1

LENGTH 60' 60'

TOTAL 60' 60'

BATTERED

PILES

NO. REQD. 3 3

LENGTH 55' 55'

TOTAL 165' 165'

NOTE: QUANTITIES ABOVE ARE FOR ESTIMATING PURPOSE ONLY.

ACTUAL PILE QUANTITIES FOR OPERATING PURPOSE SHOULD

BE BASED UPON THE ACTUAL PILE LENGTH REQUIRED DURING

DRIVING.

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

1 LS PILE DRIVING EQUIPMENT, FURN

2 EA TEST PILE CIP CONC, 12 inch

18 EA PILE, STEEL, SPLICE

18 EA PILE POINT, CIP CONC

PILING NOTES:

1. DRIVE ALL PILES TO A NOMINAL PILE DRIVING RESISTANCE NOT

LESS THAN 250 KIPS. DETERMINE NOMINAL PILE DRIVING

RESISTANCE (Rndr) USING THE FHWA MODIFIED GATES FORMULA.

2. PILE SHELLS SHALL BE A MINIMUM OF 0.312" NOMINAL WALL

THICKNESS, 12" O.D.

3. THE ESTIMATED PILE LENGTH IS BASED ON THE STATIC ANALYSIS.

4. DRIVE BATTER PILES FOR ABUTMENTS A AND B TO A 3V:1H BATTER

ANGLE.

5. DRIVE PILES IN A SEQUENCE THAT BEGINS WITH THE CENTER OF

THE PILE GROUP AND PROCEEDS OUTWARD IN BOTH DIRECTIONS

OR FROM ONE SIDE OF THE PILE GROUP TO THE OTHER SIDE.

PILE LAYOUT PLAN

NORTH NORTH

(APPLIES TO ABUTMENTS A & B)

ABUT A ABUT B

LEGEND

VERTICAL PILES

BATTER PILES

TEST PILES

REF PT A OR B

COFFERDAMS, LEFT IN PLACE

OUTLINE OF FOOTING

C/L

1 2

E A

O R

ESTIMATED QUANTITIES THIS SHEET (UNIT PRICE PAYMENT)

QUANTITY UNIT DESCRIPTION

980 FT PILE, CIP CONC, FURN AND DRIVEN, 12 inch

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SUBSTRUCTURE DETAILS

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

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JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

6"6" 2'-0"

2 SPA@1'-6"

=3'-0"

6" 6"

'-0

4' -6

-6

4'-0"

12'-0"

8'-10" 3'-2"

2 SPA@1'-0

=2'-0" 2'-0" 2'-0"

'-0

2' -0

-0

2' -0

-0

2' -0

-0

2' -0

-0

2' -0

-0

2' -0

-0

2' -0

1' -0

'-0

6" 1'

-0

1' -0

6"6"

7 SPA@1'-0"

=7'-0"

12'-0" 8'-10" 3'-2"

3 SPA@1'-0

=3'-0" 1'-0"

6' -0

1' -0

-6

3' -6

1' -1

1 4"

3 8"

3' -8

-8

6' -1

0" 6'

-1 0"

4'-7" 1'-9"1'-8"

2' -8

2' -3

3 8"

5 8"

12'-0"

9'-6" 2'-0"6"

9 SPA@1'-0"=9'-0"3" 3"

- A

, E

12'-0" 8'-10" 2'-0"1'-2"

1'-6"1'-6" 4'-0" 5'-0"1' (T

3' -0

2' -2

- A

, E

3' -0

2' -2

3'-6" 1'-0"1'-6" 6'-0"

1'-6"1'-6" 3'-0"

4'-7" 1'-9"1'-8" 8'-0"

3' -0

2' -2

1'-6"1'-6" 5'-0"

KEYWAY

1'-3"1'-6"

9" 9"

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0 2' 4' 6'

Scale: 3/8" = 1'-0"

PILE LAYOUT PLAN

NORTH NORTH

(APPLIES TO ABUTMENTS A & B)

ABUT A ABUT B

REF PT A OR B

REF LINE A OR B

OUTLINE OF PRECAST

C/L

SUBSTRUCTURE CONC SUMMARY

UNIT POUR DESCRIPTION CYD

ABUT A A FOOTING 26.0

B SLOPE / RETURN WALLS 7.0*

ABUT B A FOOTING 26.0

B SLOPE / RETURN WALLS 7.0*

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

52 CYD SUBSTRUCTURE CONC

14 CYD SUBSTRUCTURE CONC, INTEGRAL COLOR

40 SFT JOINT WATERPROOFING

SUBSTRUCTURE NOTES

1. JWP DENOTES JOINT WATERPROOFING.

2. NS DENOTES NEAR SIDE. FS DENOTES FAR SIDE. ES DENOTES EACH SIDE.

3. APPLY LOW TEMPERATURE PROTECTION OF CONCRETE ACCORDING TO

SECTION 706.03 J OF THE STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

4. THE SUBSTRUCTURE EXCAVATION AND CONCRETE QUANTITIES TAKE

INTO CONSIDERATION THE ADDITIONAL CONCRETE AND EXCAVATION

NECESSARY TO EXCAVATE AND POUR TO THE STEEL SHEET PILING

DESIGNATED TO BE LEFT IN PLACE.

5. SUBSTRUCTURE CONCRETE FOR FOOTING SHALL BE PLAIN GRAY

CONCRETE. SUBSTRUCTURE CONCRETE ABOVE THE FOOTING (SLOPE

AND RETURN WALLS) SHALL BE INTEGRAL COLOR CONCRETE.

*INTEGRAL COLOR

0 2' 4' 6'

Scale: 3/8" = 1'-0"

SECTION A-A

0 2' 4' 6'

Scale: 3/8" = 1'-0"

SECTION B-B

0 2' 4' 6'

Scale: 3/8" = 1'-0"

SECTION C-C

0 1' 2' 3'

Scale: 3/4" = 1'-0"

SLOPE WALL ELEVATION

OUTLINE OF KEYWAY

UPPERLOWER

OUTLINE OF RETURN WALL

(TYP)

A A

C C

REF LINE A OR B

B06 BARS

8-A082008 4-A080508

6- A0

9- A0

REF PT A OR B

A081108 BARS

(TYP)

A080508 BARS

(TYP)

A080708 BARS

(TYP)

A082008 BARS

(TYP)

A08 BARS, SEE PLAN

CIP CONC PILES (TYP)

COFFERDAMS, LEFT IN PLACE

T/WALL

EL. VARIES 889.97 - 889.47

B/FOOTING

EL. 880.47

2" COVER (TYP)

A050510 BARS, ES, VARY LAP W/B06 BARS

TO FOLLOW SLOPE OF WALL

B060604 BARS, ES

COFFERDAMS, LEFT IN PLACE

A08 BARS, SEE

PLAN

T/WALL

EL. 889.47

B/FOOTING

EL. 880.47

B/FOOTING

EL. 880.47

COFFERDAMS,

LEFT IN PLACE

THREE-SIDED PRECAST CULV

SET PRECAST ON 1" SHIMS PRIOR TO

POURING TYPE R2 MORTAR TO FILL KEYWAY

REINF CONC DECK

T/WALL

EL. 889.47

MATCH T/DECK

EL. 889.97

1" FIBER JOINT FILLER

INSIDE FACE OF

RETURN WALL

JWP BEHIND

PRECAST

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SUBSTRUCTURE DETAILS

AutoCAD SHX Text S502

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

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ISSUED FOR

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100%%% OWNER REVIEW

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BID / CONSTRUCTION

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FINAL RECORD

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DATE

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DESIGNED

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DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

AutoCAD SHX Text

JWM

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PAD

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JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

30'-4" REF PT A TO REF PT B

6" 4'-8" 4'-8" 6"4 SPA @ 5'-0" = 20'-0"

28'-0" CLEAR SPAN

HSS 4"x4"x 5

16" POSTS

28'-0" 1'-2"1'-2"

1' -0

-0

LEG LEGSPAN

30'- 4"

3" 3"

30 SPA @ 11 78" (+) = 29'-10"

3" 3"

-0

-A

O P

, 2

S W

/ 2 4"

24" LAP

(TYP)

31-A041302 TOP & BOTT.

31-D040110 CURB TIES, ES + 4-D040110 AT EACH RAILING POST, 2 ES OF POST @ 9"

3' -0

1 2"

2" (T

3 12" 3 12" 3"

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ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

13 CYD SUPERSTRUCTURE CONC, INTEGRAL COLOR

13.5 FT CULV, PRECAST THREE-SIDED, 28 FOOT BY 5 FOOT, INTEGRAL COLOR

1 LS SUPERSTRUCTURE CONC, FORM, FINISH AND CURE

60 SFT JOINT WATERPROOFING

61 FT BRIDGE RAILING, 4-TUBE, MOD

SUPERSTRUCTURE CONCRETE SUMMARY

UNIT CYD

DECK 12.0*

BRUSH BLOCKS 1.0*

* INTEGRAL COLOR

REF PT A REF PT B

0 2' 4' 6'

Scale: 3/8" = 1'-0"

SUPERSTRUCTURE PLAN

NORTH

SLOPE / RETURN WALL (TYP)

0 2' 4' 6'

Scale: 3/8" = 1'-0"

SUPERSTRUCTURE ELEVATION

SUPERSTRUCTURE NOTES

1. JWP DENOTES JOINT WATERPROOFING.

2. PRECAST STRUCTURE SHALL BE DESIGNED FOR THE LOADING AND DEFLECTION

CRITERIA CONTAINED IN THESE PLANS. THE DESIGN MAY INCORPORATE 6 INCHES

OF THE CAST-IN-PLACE CONCRETE DECK ACTING IN COMPOSITE PROVIDED

ADEQUATE SHEAR DEVELOPERS ARE PROVIDED TO ACHIEVE COMPOSITE

BEHAVIOUR. AT A MINIMUM SHEAR DEVELOPERS MUST BE PROVIDED BETWEEN

THE PRECAST AND DECK ON A 4-FOOT SPACING, 2 LINES PER PRECAST SECTION,

LAYOUT BY THE PRECAST DESIGNER.

3. APPLY LOW TEMPERATURE PROTECTION OF CONCRETE ACCORDING TO SECTION

706.03 J OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION.

4. STEEL RAILINGS SHALL BE AASHTO M270 GRADE 50W WEATHERING STEEL.

HARDWARE SHALL BE STAINLESS STEEL.

5. BASED ON THE NATURE AND LIMITED SPEED OF THE ANTICIPATED TRAFFIC,

BRIDGE RAILINGS ARE NOT DESIGNED FOR NCHRP REPORT 350 CRASH LOADING

AS PRESCRIBED IN THE AASTO LRFD DESIGN SPECIFICATIONS. INSTEAD, RAILINGS

ARE INTENDED TO BE AESTHETIC IN NATURE AND SUFFICIENT FOR CORRALING

ERRANT VEHICLES. THE GEOMETRY HAS BEEN DESIGNED TO LIMIT CLEAR

OPENINGS FOR PEDESTRIANS AS PRESCRIBED IN AASHTO. ALTERNATE DESIGNS

MAY BE SUBMITTED FOR ENGINEER'S APPROVAL.

6. THE DESIGN SUBMITTAL FOR THE PRECAST STRUCTURE SHALL INCLUDE LOAD

RATING CALCULATIONS IN ACCORDANCE WITH FHWA/MDOT STANDARDS.

B/PRECAST

EL. 888.30

T/DECK

890.03

T/DECK

EL. VARIES (SEE PLAN)

T/BRUSH BLOCK

EL. 890.55

BRIDGE RAILING, 4-TUBE, MOD

JWP (TYP)

BRIDGE RAILING, 4-TUBE, MOD

PRECAST JOINT BELOW (TYP)

CIP CONC DECK

2% 2%

0.4% 0.4%

T/DECK

890.15

T/DECK

890.03

JWP (TYP)

T/DECK

890.09

T/DECK

889.97

T/DECK

889.97

T/DECK

889.97

T/DECK

890.09

T/DECK

889.97

T/DECK

889.97

0 2' 4' 6'

Scale: 3/8" = 1'-0"

DECK PLAN

NORTH

0 1' 2' 3'

Scale: 3/4" = 1'-0"

SECTION A - A

A A

REF PT BREF PT A

4 - A041600 IN BRUSH BLOCK,

ES, 2 LENGTHS W/ 24" LAP

T/BRUSH BLOCK

EL. 890.55

T/DECK

EL. VARIES 889.97-890.03

T/PRECAST

EL. 889.30

PRECAST THREE-SIDED CULVERT

SHEAR DEVELOPED (BY PRECAST DESIGNER)

D040110 BARS

4" CHAMFER (TYP)

8" ELASTOMERIC BOUND FABRIC PAD

3 58"x 3 58" x 5

16" PLATE

HSS 4" x 4" x 5

16" POST

A041600 BARS

10"x 8 12" x 34" PLATE - SEE STANDARD PLAN B-25

FOR GEOMETRY

8" DIA x 8 12" SLOTTED ROUND HEAD

SS BOLTS W/ SS PLATE WASHER,

LOCK WASHER & HEX NUT (TYP)

8" DIA SS ANCHORS, 4 PER POST W/ SS NUTS &

WASHERS, CAST STUDS IN CONCRETE OR DRILL &

ADHESIVE ANCHOR THREADED RODS, 6" EMBED

A041600 BARS (TYP)

A041302 BARS

START CROWN

HSS 3" x 3" x 14" RAIL W/ 2 58" x 2 58" x 14" END PLATES (TYP)

16" x 1 9

16" SLOTTED HOLE IN VERTICAL

TUBE (HORZ) AND 11

16" DIA HOLE IN

HORIZONTAL TUBE FOR 58" DIA BOLTS (TYP)

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SUPERSTRUCTURE DETAILS

AutoCAD SHX Text S503

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SHEET

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IDENTIFICATION NO.

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PROJECT

AutoCAD SHX Text

INDEX CODE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

100%%% OWNER REVIEW

AutoCAD SHX Text

BID / CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

AutoCAD SHX Text

JWM

AutoCAD SHX Text

PAD

AutoCAD SHX Text

JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

SIG

N. B

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D. O

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C I

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U E R

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A M

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EPOXY COATED

BAR SIZE

BAR LENGTH (FT)

BAR LENGTH (IN)

BAR LEGEND

BAR SHAPE

EA064700

B b a

1. REINFORCEMENT SHALL BE BUNDLED AND

TAGGED AS TO THE LOCATION AS SHOWN ON

THIS SHEET.

2. REINFORCEMENT IS TO BE SHOP CUT AS

SHOWN. THE EPOXY COATING SHALL BE

REPAIRED ACCORDING TO THE STANDARD

SPECIFICATIONS.

3. TABLE INCLUDES REINFORCEMENT PLACED ON

SITE ONLY.

4. QUANTITIES SHOWN IN THIS TABLE ARE

PRESENTED FOR INFORMATION ONLY. THE

CONTRACTOR SHALL PERFORM HIS OWN

TAKEOFF OF BAR QUANTITIES & PROVIDE THE

NUMBER REQUIRED TO PROVIDE THE SPACING

INDICATED IN THE PLANS.

NOTES:

ESTIMATED QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

QUANTITY UNIT DESCRIPTION

7,300 LB REINFORCEMENT, STEEL

D b c a

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STEEL REINIFORCEMENT DETAILS

AutoCAD SHX Text S504

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SHEET

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IDENTIFICATION NO.

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PROJECT

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INDEX CODE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

100%%% OWNER REVIEW

AutoCAD SHX Text

BID / CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text 846021

AutoCAD SHX Text 2023/01/20

AutoCAD SHX Text

JWM

AutoCAD SHX Text

PAD

AutoCAD SHX Text

JWM

AutoCAD SHX Text Treasure Island Bridge Replacement

File details come from the government source that posted it. Updated Apr 3, 2024.