Amend_0002_MS_FLTP_FS_967(1).pdf

(x)

DTFH7117B00018

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Sterling VA 20166-6511

EFLHD-CO

21400 Ridgetop Circle Construction Office Eastern Federal Lands Highway Div.

Federal Highway Administration

Sterling VA 20166-6511

EFLHD-AC

21400 Ridgetop Circle Acquisitions Office Eastern Federal Lands Highway Div.

Federal Highway Administration

SEE BLOCK 1405/02/20170002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

03/23/2017

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project: MS FLTP FS 967(1)

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to add a pay item for a replacement fence

(trash rack).

2) Revise the Special Contract Requirements (J Pages) as follows:

a) Section 104 to add siphon system submittal requirements.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 17

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

DTFH7117B00018/0002

b) Section 203 to clarify existing waterline and fence (trash rack) removal requirements.

c) Section 611 to add and revise waterline and siphon system requirements.

d) Section 619 to add fence (trash rack) requirements.

e) Section 725 to add outlet knife gate valve material requirements.

3) Revise the Plans to add a pay item and details for a replacement fence (trash rack).

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

5) Reschedule the Bid Opening date to May 11 2017, at 2:00 p.m. EST

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0002

Info Page 1 of 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002

MS FLTP FS 967(1)

Tombigbee National Forest Choctaw Lake Bridge and Spillway Solicitation: DTFH71-17-B-00018

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to add a pay item for a replacement fence (trash rack).

2) Revise the Special Contract Requirements (J Pages) as follows:

a) Section 104 to add siphon system submittal requirements.

b) Section 203 to clarify existing waterline and fence (trash rack) removal requirements.

c) Section 611 to add and revise waterline and siphon system requirements.

d) Section 619 to add fence (trash rack) requirements.

e) Section 725 to add outlet knife gate valve material requirements.

3) Revise the Plans to add a pay item and details for a replacement fence (trash rack).

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

5) Reschedule the Bid Opening date to May 11 2017, at 2:00 PM EST

Info Page 2 of 2

Solicitation B Pages changes

Delete the Solicitation Bid Schedule (B Pages), pages B-1 through B-3, and substitute the amended Bid Schedule, pages B-1 through B-3.

Added pay item 61901-2250 Fence, Rail (Trash Rack).

Plan Sheet changes

1. Delete Plan Sheets C01, R01, R03, and R13, and substitute the amended Plan Sheets C01, R01, R03, and R13.

a) Sheet C01 (Tabulation of Quantities) updated to add pay item 61901-2250 Fence, Rail (Trash Rack).

b) Sheet R01 (General Notes and Index) updated to add new Plan Sheet 20A for trash rack details.

c) Sheet R03 (Plan and Elevation) updated to add a callout for replacing the existing trash rack.

d) Sheet R13 (Diaphragm Details) updated to correct callout wordings.

2. Add new Plan Sheet R20A.

B I D S C H E D U L E B-

Schedule A

Project No: MS FLTP FS 967(1)

Name: RECONSTRUCTION OF CHOCTAW LAKE BRIDGE AND SPILLWAY

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15401-0000

Line A0060 ALL LPSM $

15705-0500

Line A0080 30 LNFT $ $

15705-1400

Line A0100 1,000 LNFT $ $

15706-1600

Line A0120 2 EACH $ $

20301-2400

Line A0140 4 EACH $ $

20303-0000

Line A0160 1,500 SQYD $ $

20304-2000

Line A0180 ALL LPSM $

20304-4000

Line A0200 ALL LPSM $

20310-1000

Line A0220 1 EACH $ $

20401-0000

Line A0240 110 CUYD $ $

20402-0000

Line A0260 750 CUYD $ $

20701-1000

Line A0280 1,800 SQYD $ $

20702-0300

Line A0300 500 SQYD $ $

20801-0000

Line A0320 850 CUYD $ $

STRUCTURE EXCAVATION

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (DIVERSION PLASTIC PIPE

CONNECTED TO THE EXISTING PIPE OUTLET)

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

SUBEXCAVATION

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

GEOTEXTILE FILTER, CLASS 1, TYPE C

REMOVAL OF SIGN

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

REMOVAL OF BRIDGE

REMOVAL OF BRIDGE SUPERSTRUCTURE (AND RESET)

PLUG, EXISTING PIPE

ROADWAY EXCAVATION

Project No: MS FLTP FS 967(1)

Name: RECONSTRUCTION OF CHOCTAW LAKE BRIDGE AND SPILLWAY

Item No. Quantity Unit Unit Price Amount

25102-0400

Line A0340 800 TON $ $

25302-2000

Line A0360 340 CUYD $ $

30101-4000

Line A0380 500 TON $ $

31303-0000

Line A0400 120 CUYD $ $

40301-0100

Line A0420 200 TON $ $

55201-0200

Line A0440 450 CUYD $ $

55201-0800

Line A0460 50 CUYD $ $

55302-1000

Line A0480 620 LNFT $ $

55401-1000

Line A0500 45,000 LB $ $

55401-2000

Line A0520 5,500 LB $ $

55601-0900

Line A0540 190 LNFT $ $

57401-0000

Line A0560 1,800 SQYD $ $

57402-0000

Line A0580 350 TON $ $

57403-0000

Line A0600 110 SQYD $ $

60202-0200

Line A0620 30 LNFT $ $

60521-0000

Line A0640 330 TON $ $

GRS-IBS, GEOSYNTHETIC REINFORCEMENT

GRS-IBS, OPEN-GRADED BACKFILL

GRS-IBS, CONCRETE MASONRY UNIT

STRUCTURAL CONCRETE, CLASS A (AE)

STRUCTURAL CONCRETE, CLASS D (AE)

PRECAST, PRESTRESSED CONCRETE BOX BEAM, TYPE B1-48

PLACED RIPRAP, METHOD A, CLASS 4

GABIONS, POLYVINYL CHLORIDE COATED

18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT (CORRUGATED

PLASTIC)

GRANULAR BACKFILL

AGGREGATE BASE GRADING C OR D

AGGREGATE-TOPSOIL COURSE

ASPHALT CONCRETE PAVEMENT, TYPE 1

REINFORCING STEEL (SPILLWAY CONCRETE)

REINFORCING STEEL, EPOXY COATED (CONCRETE SLAB)

BRIDGE RAILING, STEEL

Project No: MS FLTP FS 967(1)

Name: RECONSTRUCTION OF CHOCTAW LAKE BRIDGE AND SPILLWAY

Item No. Quantity Unit Unit Price Amount

60802-0400

Line A0660 20 LNFT $ $

61101-0000

Line A0680 ALL LPSM $

61101-0000

Line A0700 ALL LPSM $

61901-2250

Line A0720 100 LNFT $ $

624 01-0100

Line A0740 400 SQYD $ $

62502-0000

Line A0760 400 SQYD $ $

62901-0600

Line A0780 40 SQYD $ $

62903-0000

Line A0800 2,400 SQYD $ $

63304-0900

Line A0820 12 SQFT $ $

63503-0300

Line A0840 100 LNFT $ $

63504-1000

Line A0860 140 SQFT $ $

63701-0000

Line A0880 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

FIELD OFFICE

Schedule A Total:

Submitted by:

FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

CELLULAR CONFINEMENT SYSTEM (CCS)

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

WATER SYSTEM (WATERLINE SYSTEM)

WATER SYSTEM (TEMPORARY AND REPLACEMENT SIPHON SYSTEMS)

FENCE, RAIL (TRASH RACK)

PAVED WATERWAY, TYPE 4

Amend

SCR_Changes

Special Contract Requirement (J Pages) changes

1. Add the following to Section 104 of the Special Contract Requirements, page J-2:

104.03(b)(2). Add the following:

(o) Design, details, and installation procedures of permanent siphon systems.

2. Add the following to Subsection 203.04(b) of the Special Contract Requirements, page J-7:

The removal of the existing bridge includes the removal of the existing waterline.

The removal of the existing spillway (structures and obstructions) includes the removal of the existing fence (trash rack).

3. Add the following to Section 611 of the Special Contract Requirements, page J-14:

611.02. Add the following:

Outlet knife gate valve 725.20

4. Add the following to the first paragraph of Subsection 611.03 of the Special Contract Requirements, page J-14:

Construct the new waterline with a 4-inch diameter PVC pipe or equivalent replacement system as approved by the CO. Install the waterline without damaging the GRS-IBS.

Remove the existing waterline system according to Section 203.

5. Delete the fifth paragraph of Subsection 611.03 of the Special Contract Requirements, page J-14, and substitute the following:

For the new siphon system, provide a detailed submittal according to Subsection 104.03. Design the siphon system to include the following:

(a) Replacement procedure;

(b) A maximum discharge of 30 cubic feet per second;

(c) An anchored, rust resistant inlet debris filter at the elevation of the existing siphon inlet;

(d) Outlet knife gate valves accessible outside of the spillway;

(e) Standard connectors to prime the siphon system;

(f) Air release valves at the peak elevation accessible outside of the spillway;

SCR_Changes

(g) Galvanized or coated metals;

(h) Polyvinyl chloride (PVC), polyethylene (PE), or approved equivalent transmission pipe;

(i) A stabilized outlet or diverter; and

(j) All other required materials to establish a siphon system with a minimum 40-year life.

6. Add the following to Section 611 of the Special Contract Requirements, page J-14:

611.06. Add the following:

Measure the removal of the existing waterline under Section 203.

7. Add the following after Section 611 of the Special Contract Requirements, page J-14:

Section 619. — FENCES, GATES, CATTLE GUARDS

AND BOLLARD POSTS

Add the following after Subsection 619.04:

619.04A Rebar Fence (Trash Rack). Install the rebar fence (trash rack) as shown in the plans and as directed by the CO. Remove the existing fence (trash rack) according to Section 203.

619.10. Add the following:

Measure the removal of the existing fence (trash rack) under Section 203.

8. Add the following to Section 725 of the Special Contract Requirements, page J-25:

725.20 Outlet Knife Gate Valve. Furnish a new, undamaged knife gate valve with rising stem, mounted with corrosion resilient wedge, and gear operators and extensions construction conforming to ANSI B16.5. Provide a knife gate valve that complies with ANSI and all applicable Federal, state, and local codes and regulations.

Questions / Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 7 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

The following questions and issues were submitted via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included.

The Government’s direct response to the sender may also have been updated below for better clarity.

1. What type and size of pipe is to be used for the waterline and siphon system (new and temporary)?

Response: A temporary waterline is not required. For the new waterline, use a 4-inch diameter polyvinyl chloride (PVC) pipe or an equivalent pipe size approved by the CO.

Other waterline requirements have been added to the Special Contract Requirements (SCRs).

2. Will the replacement siphon be installed on top of the spillway similar to the existing siphon?

Response: Section 611 of the SCRs requires the Contractor to design the replacement siphon system. The location of the new system will be determined by the Contractor’s design and as approved by the CO.

3. Sheet # D06 references Section 611 for requirements for replacing the siphon system. There are no material requirements given. Please provide material requirements for the required siphon.

Response: Section 611 has been revised to include material requirements.

4. There is an existing trash rack at the beginning of the spillway. I don’t see any provisions to remove or replace this trash rack.

Response: Pay Item 61901-2250 Fence, Rail (Trash Rack) has added to replace the existing fence (trash rack). The removal of the existing fence is considered incidental to the removal of the spillway and installation of the new fence; please see Subsection 109.05 of the FP (standard specifications book) which explains scope of payment for direct and indirect work. Bidders will have to determine where they account for indirect work.

Please also see Subsection 101.02 which also explains where applicable direct and indirect work is located within the FP.

5. How deep are the existing timber piling in the spillway to be removed?

Response: The existing timber piling depth in the spillway is unknown; therefore, saw cut and remove to a depth of 3 feet below the existing spillway surface.

6. Page J-7 of the Solicitation refers to the requirements of the removing, storing and resetting the existing pedestrian bridge superstructure under Section 203. – Removal of Structures and Obstructions. Shouldn’t the pedestrian bridge work be included in Line A0200 Item Removal of Bridge Superstructure (and Reset)?

Response: Line Item A0200, Pay Item 20304-4000 Removal of Bridge Superstructure (And Reset) is for the removing and resetting of the pedestrian bridge.

7. Should the removal of the existing spillway be included in Line A0160 item, Removal of Structures and Obstructions?

Response: Line Item A0160, Pay Item 20303-0000 Removal of Structures And Obstructions is for removal of the existing spillway.

8. Do the concrete masonry unit (CMU) blocks have a smooth face or an architectural face?

Response: Use split-face CMU for hollow CMU and smooth face CMU for solid CMU.

9. The block wall would be what I would be installing. I am concerned that there is no concrete to dowel into and that there is no vertical support. Most walls we construct that are structural have at least 4'0" o.c. vertical grout filled cells full height and like the drawings show a horizontal poured bond beam.

Response: The CMU facing is not a structural member of the Geosynthetic Reinforced Soil - Integrated Bridge System (GRS-IBS); it serves as a façade and form for each lift of fill. The CMU facing is to be constructed according to the plans and specifications (Section 574 of the SCRs).

For additional information, please refer to GRS-IBS Interim Implementation Guide, FHWA- HRT-11-026 website (https://www.fhwa.dot.gov/publications/research/infrastructure/structures/11026/11026.pdf) and FHWA GRS-IBS website (https://www.fhwa.dot.gov/innovation/everydaycounts/edc- 3/grs-ibs.cfm).

10. I am concerned for our liability without the normal grout filled cells to prevent lateral movement. I realize the geotech material that is laid into the block and under the stone is supposed to do this. Will the Government take the liability for this wall if we construct it as shown?

Response: Please see above response for further information on how to prevent lateral movement of the CMU block. Also refer to Section 107 and specifically Subsection 107.06 of the FP for the Constructor’s responsibility.

11. The wall dimensions vertically say to install 4 courses solid block, 9 courses hollow block, and 3 courses filled concrete block; this totals 16 courses. At 2'0" per 3, courses this works out to a 10'8" overall height. The two dimensions shown on the R05 and R06 drawings show bottom of block wall to be 358.80 and top to be 368.97, which is 10'2" overall. Which dimension is correct? 10'2" or 10'8"? and if it is not 10'8", what adjustment to the wall will be made to get to the 10'2"?

Response: There is no connection between the CMU blocks and the geosynthetic reinforcement, therefore the actual CMU dimension (7-5/8 inches by 7-5/8 inches by 15-5/8 inches) is used to calculate the total height.

12. The plans show the Cellular Confinement System at 24-inch depth under the spillway. Our supplier states that this material comes in 8-inch thickness. Can we stack three layers of CCS to make it 24-inch thick?

Response: Yes, please see Subsection 629.06 of the SCRs which states each layer of CCS is to have a “nominal cell depth of 8 inches”.

13. The Diaphragm Detail drawing (R13) note 1 calls for the high strength steel bar to be Grade

150. I have found a supplier for Grade 105 and he informed me that he has never seen a Grade

150. Is this supposed to be Grade 105 instead of Grade 150?

Response: The plan sheet is correct; the high-strength steel bars must conform to AASHTO M 275, Type II, Grade 150.

R01

-A p r -2

:5

P M

M

P R

O J E

C T

S F

S M

S p tn r d e l\ m s f lt p f s (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

GENERAL NOTES AND INDEX

No scale

HL-93. Maximum Dynamic Load Allowance, IM=33%

Live Loads:

th

Field verify all dimensions.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

Dead Load:

Average Railing weight: 13 plf

Concrete: 150 psf

DESIGN LOADS:A

C

T U

A L F I L E R

M S F L T P F S

G E

N

N O

T E S .D

G N

StructureCL

Wingwall A

Wingwall B

Wingwall C

Wingwall D

Abutment 2Abutment 1

RoadwayCL

Reinforced Soil Foundation

Concrete masonry unit

RSF

CMU

KEY

Furnish galvanized structural steel conforming to AASHTO M 111.

Structural Steel:

Concrete:

- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete

Furnish Class P(Prestressed) concrete for AASHTO Box Beam, BI-48 with f'ci = 5.5 ksi at release and f'c = 7.0 ksi at 28 days.

Furnish Class D(AE) concrete for concrete slab with f'c = 5.0 ksi at 28 days.

Furnish Class A(AE) concrete for spillway cast-in-place concrete, concrete filled in CMU and wet cast coping with f'c = 4.0 ksi at 28 days.

MATERIALS:

Furnish expanded polystyrene foam board conforming to ASTM C578 with minimum compressive strength of 10 psi.

comforming to ASTM D4595 and a tensile strength of 1370 lb/ft at 2 percent Strain.

Furnish biaxial polypropylene geotextile for geosyntheic reinforcement with a minimum ultimate tensile strength of 4800 lb/ft

Furnish concrete masonry units (CMU) conforming to ASTM C90 with f'c = 4000 psi and a water absorption limit of 5 percent.

Geosynthetic Reinforced Soil - Integrated Bridge System (GRS-IBS):

GENERAL NOTES:

Design:

Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide, FHWA-HRT-11-026, June 2012.

AASHTO LRFD Bridge Design Specifications, 7 Edition, 2014 with 2015 and 2016 Interim Revisions.

SPECIFICATIONS:

-inch diameter high strength steel bar conforming to AASHTO M 275, Type II, Grade 150.4 1Furnish 1

The final estimated effective prestress force per strand is 37,800 lb based on estimated losses of 28,500 psi.

Pre-tension each strand to a total load of 43,950 lbs, at which load f'si = 0.75 f'u = 202,500 psi.

Furnish 0.6-inch diameter, seven wire, low-relaxation, prestressing strand comforming to AASHTO M 203, Grade 270.

Prestressing Steel:

Provide 2-inch cover for reinforcing steel unless otherwise noted.

Furnish epoxy coated steel reinforcing for AASHTO Box Beam, Deck and within GRS-IBS, confoming to ASTM A775.

Furnish reinforcing bar conforming to AASHTO M 31, Grade 60 deformed.

Reinforcing Steel:

4/25/17 CC

INDEX OF BRIDGE PLAN SHEETS

Reinforcement Bar List - 4

Reinforcement Bar List - 3

Reinforcement Bar List - 2

Reinforcement Bar List - 1

Trash Rack Details

Spillway Details - 4

Spillway Details - 3

Spillway Details - 2

Spillway Details - 1

Rail Details - 2

Rail Details - 1

Typical Section and Slab Reinforcement

Diaphragm Details

Beam Details - 2

Beam Details - 1

Framing Plan

GRS-IBS Details - 3

GRS-IBS Details - 2

GRS-IBS Details - 1

GRS-IBS Abutment - 2

GRS-IBS Abutment - 1

Boring Logs

Plan and Elevation

Site Plan

General Notes and Index

20A

SHEET NO. SHEET TITLE

AMENDMENT NO. 0002

ADDED SHEET 20A, "TRASH RACK DETAILS"

STATE PROJECT

NUMBER

SHEET

MS MS FLTP FS 967(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Dan WestonOA OA DW of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.BRIDGE PLAN SHEET

BRP-122724

TOMBIGBEE NATIONAL FOREST

CHOCTAW LAKE BRIDGE AND SPILLWAY REPLACEMENT

April 2017 calvin.chong Polygon

R03

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M

P R

O J E

C T

S F

S M

S p tn r d e l\ m s f lt p f s (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

Notes:

1.

PLAN AND ELEVATION

'' = 1'-0'' 8

A C

T U

A L F I L E R

M S F L T P F S P

E .D

G N

PLAN

ELEVATION

Bridge length: 88'-6"

Begin Bridge

Elev. 470.28

Sta. 21+93.25

P T

.1

22+00 23+0022+50

P T

.8

21+50 N 32° 13' 33'' E

End Bridge

Elev. 469.60

Sta. 22+81.75

S

' 2

'' E

POT 2+00 Spillway

POT 22+37.09 on

BL

Roadway

StructureCL

CL

SpillwayBL

Choctaw Lake Road

88'-6"

W-Beam Steel Guardail

TXDOT Type T631LS

Choctaw Lake Road wall (Typ.)

spillway side

Top of proposed covered riprap side slope concrete spillway and concrete

Remove and replace existing

-0.769%

@ 16' right of Rdwy.

Approx. Existing ground

BL Spillway Box Beams

Prestressed

(Typ.)

ground line

Proposed

ABUTMENT 1

GRS-IBS

ABUTMENT 2

GRS-IBS

CL Proposed spillway450

PROFILE GRADE

NO SCALE

E le v .4

V P I S ta

E le v .5

V P I S ta

E le v .3

V P

T S ta

E le v .5

V P

C S ta

-0.769%

E le v .7

V P

T S ta

5-7.925%

50' VC

K = 7

K = 14

40' VC

-3.563% Bridge information.

See ''SPILLWAY DETAILS - 1'' sheet for additional1.

N spillway reconstruction bridge and reset after

Removed existing pedestrian to remain

Existing boardwalk waterline system

Remove and install

See Detail E617-22A

Guardrail terminal section (Typ.)

(Typ.)

traveled way

Proposed edge of replace trash rack

Remove and

4/25/17 CC ADDED REMOVE/REPLACE TRASH RACK

AMENDMENT NO. 0002 1

STATE PROJECT

NUMBER

SHEET

MS MS FLTP FS 967(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Dan WestonOA OA DW of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

TOMBIGBEE NATIONAL FOREST

CHOCTAW LAKE BRIDGE AND SPILLWAY REPLACEMENT

April 2017

R13

-A p r -2

M

P R

O J E

C T

S F

S M

S p tn r d e l\ m s f lt p f s (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

A C

T U

A L F I L E R

M S F L T P F S F

R A

M E P

L A

N .D

G N

Notes:

the steel bars are properly tensioned.

No traffic or heavy equipment is permitted on the beams until

DIAPHRAGM DETAILS

As shown

EXTERIOR BEAM DIAPHRAGM DETAILS

CL

(At end block)

PLAN

CL

PLAN

(At intermediate diaphragm)

4" "2

4"

" diaphragm (Typ.)2

Scale: 1'' = 1'-0'' Scale: 1'' = 1'-0''

(At end block)

PLAN

Scale: 1'' = 1'-0''

INTERIOR BEAM DIAPHRAGM DETAILS

PLAN

(At intermediate diaphragm)

Scale: 1'' = 1'-0''

CL CL

"2 14 " diaphragm (Typ.)2

3'' Dia. hole 3'' Dia. hole

3'' Dia. hole 3'' Dia. hole

(Typ.)

Box beam

(Typ.)

Backer rod

(Typ.)

Box beam

(Typ.)

'' = 1'-0'' 2 1Scale: 1

(Typical between beams)

CL

CL

'' = 1'-0'' 2 1Scale: 1

(Typical at transverse tie road locations)

SHEAR KEY DETAIL SHEAR KEY DETAIL

(Typ.)

Backer rod

4" 4"

CL

(At intermediate diaphragm)

'' = 1'-0'' 2 1Scale: 1

(At intermediate diaphragm)

'' = 1'-0'' 2 1Scale: 1

CL

ELEVATION

ELEVATION

A t I n t.

D ia p h r

A t I n t.

D ia p h r

A t e n d b lo c k

A t e n d b lo c k

3'' Dia. hole

3'' Dia. hole

Grade DH. Galavanize steel bar, plates, nuts and washers.

Grade 150 and heavy hex nut conforming to ASTM A563, Furnish high strength steel bar conforming to AASHTO M 275, tightening steel bars.

contractor must submit for approval proposed method of

The tension force of each steel bar after all loss is 80 kip. The until filled.

Cover and protect shear keys from weather and debris strength of 5000 psi at 24 hours.

Provide a keyway non-shrink grout with minimum compressive

(Typ.)

transverse steel bars.

the final tensioning of completed and prior to erection work has been

Grout shear key after all

AA

Scale: 3'' = 1'-0''

(Typical at transverse tie rod locations)

PARTIAL SECTION BEAM

6"

Top of beam

CL

steel bar

" Dia. high strength 4 bearing plate (ASTM A36)

" thick 2 16" x 7" x 1

SECTION A-A

Scale: 3'' = 1'-0'' bearing plate (ASTM A36)

" thick 2 16" x 7" x 1

7.

6.

5.

4.

3.

2.

1.

3'' Dia. hole

3'' Dia. hole

CL

steel bar

" Dia. high strength 4 before placing steel bars.

After pouring keyway grout, water cure for 3 days minimum

Use a non-corrosive pipe when casting the 3-inch dia. hole.

"4

(Typ.)

"4

B

B

SECTION B-B

Scale: 3'' = 1'-0''

Grout prior to erection of beams

Backer rod to be placed

3" Dia. hole grout (Typ.)

Fill recess with non-shrink

AMENDMENT NO. 0002 1

4/25/17 CC MINOR REVISION

STATE PROJECT

NUMBER

SHEET

MS MS FLTP FS 967(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Dan WestonOA OA DW of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

TOMBIGBEE NATIONAL FOREST

CHOCTAW LAKE BRIDGE AND SPILLWAY REPLACEMENT

April 2017 calvin.chong Polygon

R20A

-A p r -2

M

P R

O J E

C T

S F

S M

S p tn r d e l\ m s f lt p f s (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

Notes:

TRASH RACK DETAILS

Welded connection (typ.)

spillway

Top of m in

TRASH RACK ELEVATION

" o.c. (typ.)2

" Dia. bars @ 2

5'-0" Spa.5'-0" Max. Spa. 5'-0" Max. Spa.

100' ±

C HSS TubeCL

Trash rack

1'-0"

1" = 1'-0"

SECTION A-A

A

A

20A

4/25/17 CC SHEET ADDED

A C

T U

A L F I L E R

A

M S F L T P F S

T R

A S

H

R A

C K

D T S .D

G N

Spillway concrete filled with concrete

" 8 1" x 2

1" x 12

1HSS 2

5.

4.

3.

2.

1.

AMENDMENT NO. 0002 1

Furnish HSS tubes conforming to ASTM A500.

Hot dip galvanize all steel after fabrication.

of welds is not required.

Weld metal shall be E60XX or E70XX. Non-destructive testing

D1.1(D1.1M).

Weld according to AWS, Structural Welding Code - Steel drawing and construction procedure for approval.

Verify all dimensions before ordering material and submit

STATE PROJECT

NUMBER

SHEET

MS MS FLTP FS 967(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Dan WestonOA OA DW of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

TOMBIGBEE NATIONAL FOREST

CHOCTAW LAKE BRIDGE AND SPILLWAY REPLACEMENT

April 2017