B3_Solicitation_Amendment-3_W9126G-17-R-0593.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for the Fort Polk Railroad Repairs is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 13, Sept 2017 10 a..m., as previously announced.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912G-17-R-0593

X 9B. DATED (SEE ITEM 11)

10-Aug-2017

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 Items 8 and 15, and returning 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 ACKNOWLEDGMENT 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-Sept-2017

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

X 1

W9126G-17-R-0593

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Replacement Sections: Replace the following section with the accompanying new section of the same number and title bearing the notation " AMENDMENT 003 W9126G-174-R-0593"

00 73 46 Wage Determination Schedule

CHANGES TO THE DRAWINGS

2. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number ”AMENDMENT 0003 W9126G-17-R-0593”

C-502

CG-107

CG-109

End of Summary of Changes

General Decision Number: LA170006 09/08/2017 LA6

Superseded General Decision Number: LA20160006

State: Louisiana

Construction Type: Heavy

Counties: Allen, Assumption, Avoyelles, Beauregard, Bienville, Caldwell, Cameron, Catahoula, Claiborne, Concordia, De Soto, East Carroll, East Feliciana, Evangeline, Franklin, Grant, Iberia, Iberville, Jackson, Jefferson Davis, La Salle, Lincoln, Madison, Morehouse, Natchitoches, Pointe Coupee, Red River, Richland, Sabine, St Helena, St Mary, Tangipahoa, Tensas, Union, Vermilion, Vernon, Washington, West Carroll, West Feliciana and Winn Counties in Louisiana.

HEAVY CONSTRUCTION PROJECTS (includes water wells, water & sewer lines, and flood control; excludes elevated storage tanks)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/13/2017 2 01/20/2017 3 02/03/2017 4 02/17/2017 5 04/21/2017 6 08/11/2017 7 09/08/2017

ELEC0130-007 12/01/2016

ASSUMPTION AND ST. MARY (Northeast of Atchafalaya River)

PARISHES

Rates Fringes

ELECTRICIAN......................$ 30.06 11.17

* ELEC0194-006 09/04/2017

AMENDMENT 0003, W9126G-17-R-0593

BIENVILLE, CLAIBORNE, DE SOTO, NATCHITOCHES (Northeast of the Red River), and RED RIVER PARISHES

Rates Fringes

ELECTRICIAN

Lineman and Heavy Equipment Operator..........$ 28.25 11.35

ELEC0446-004 09/01/2016

CALDWELL, EAST CARROLL, FRANKLIN, JACKSON, LINCOLN, MADISON,

MOREHOUSE, RICHLAND, TENSAS, UNION, and WEST CARROLL PARISHES

ELECTRICIAN......................$ 23.68 1%+10.69

ELEC0576-002 09/01/2016

AVOYELLES, CATAHOULA, CONCORDIA, EVANGELINE, GRANT, LA SALLE,

NATCHITOCHES (Southwest of Red River), SABINE, VERNON, AND WINN

PARISHES

ELECTRICIAN......................$ 24.50 4.25%+6.95

ELEC0861-004 01/01/2017

ALLEN, BEAUREGARD, CAMERON, IBERIA, JEFFERSON DAVIS, ST. MARY

(Southwest of Atchafalaya River), AND VERMILION PARISHES

ELECTRICIAN......................$ 27.58 4.34%+11.25

ELEC0995-002 12/01/2016

EAST FELICIANA, IBERVILLE, POINTE COUPEE, ST. HELENA, AND WEST

FELICIANA PARISHES

ELECTRICIAN......................$ 24.94 10.13

ELEC1077-005 06/01/2017

TANGIPAHOA and WASHINGTON PARISHES

ELECTRICIAN......................$ 24.27 3%+7.95

SULA2004-008 05/19/2004

Rates Fringes

CARPENTER (including formsetting/formbuilding)........$ 14.75 0.00

Laborers:

Common......................$ 7.60 0.00 Pipelayer...................$ 8.47 0.00

PIPEFITTER (excluding pipelaying)......................$ 18.75 4.05

Power equipment operators:

Backhoe/Excavator...........$ 11.67 0.00 Boring Machine..............$ 10.25 0.00 Bulldozer...................$ 11.82 0.00 Crane.......................$ 13.60 0.00 Dragline....................$ 13.12 0.00 Front End Loader............$ 9.93 0.00 Mechanic....................$ 12.50 0.00 Trackhoe....................$ 11.99 0.00 Tractor.....................$ 10.43 0.00 Water Well Driller..........$ 10.73 2.01

Truck drivers:

Dump........................$ 10.00 0.00 Water.......................$ 8.00 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

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DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:26:12 PM 9/8/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-C-502.dgn

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NO SCALENO SCALE

NO SCALE

NO SCALE

NO SCALE

RIGHT ANGLE CROSSING PLAN SKEWED CROSSING PLAN

JOINT BETWEEN PANELS

PANEL LENGTH

MIN.

2'-0"

TIES AS SHOWN.

ENDS OF CONCRETE PANELS SHALL BE SUPPORTED BY

NOTE:

2 - 3" BUTT WELDS REQUIRED.

5. WELD THE END ANGLES OF ADJACENT PANELS TO ONE ANOTHER.

EIGHT RAIL-HOLDING SPIKES PER TIE AND FULLY BOX-ANCHORED.

EACH END OF THE CROSSING SHALL BE FULLY TIE-PLATED WITH

4. ALL TIES THROUGH THE CROSSING AND AT LEAST 20 FEET BEYOND

RECOMMENDED BY THE CROSSING MANUFACTURER.

THE CROSSING MANUFACTURER. TIE SPACING SHALL BE AS

TIES SHALL BE 9 FEET LONG UNLESS OTHERWISE RECOMMENDED BY

BE COMPOSITE AND SHALL BE 7 INCHES THICK AND 9 INCHES WIDE.

3. ALL TIES THROUGH REHABILITATED AND NEW GRADE CROSSINGS SHALL

AND 20 FEET BEYOND SHALL BE WELDED USING APPROVED METHODS.

2. ANY RAIL JOINTS THAT FALL WITHIN THE NEW GRADE CROSSINGS

OF THE CONCRETE PANEL.

BE INSTALLED BETWEEN THE TOP OF THE CROSSTIE AND THE BOTTOM

ELASTOMERIC PADS AS RECOMMENDED BY THE MANUFACTURER SHALL

IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

PREFORMED ELASTOMERIC FLANGEWAY FILLERS SHALL BE INSTALLED

INDIVIDUAL CONCRETE PANELS SHALL BE 8 TO 10 FEET LONG.

1. PRECAST CONCRETE GRADE CROSSINGS SHALL BE A LAGGED DESIGN.

NOTES:

GAUGE PANEL FLANGEWAY FILLER (TYP.)

PREFORMED ELASTOMERIC

ELASTOMERIC PAD

EDGE OF ROADWAY

FIELD BUTT WELDS (TYP.)

EDGE OF ROADWAY

2' -0

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TIE LENGTH

1'-10"

4'-8 1/2" RAIL GAUGE

5%5%

9" 9"

6" SUBBALLAST

7" X 9" COMPOSITE TIE

10" (MIN.) BALLAST

END PANEL TYPICAL SECTION

BEVEL END PANEL

NO SCALE

GAUGE PANEL

TIE LENGTH

4'-8 1/2" RAIL GAUGE

2%2%

7" X 9" COMPOSITE TIE

10" (MIN.) BALLAST

FIELD PANEL (TYP.)

6"

FIELD BUTT WELD

NO SCALE

END OF CROSSING

BEVEL AGGREGATE AT

CLROAD

JOINT DETAIL

SEE TIMBER

END OF TIMBEREND OF TIMBER

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ELEV. OF ROADWAY SURFACE

ELEV. OF TOP OF TIE

TIE

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TIE

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LAG SCREWS

DRAIN TO SIDE DITCHES

TRANSITION TO ADJACENT ROADWAY

SLOPE AS REQUIRED FOR UNIFORM

EXISTING ROADWAY EXISTING ROADWAY

NO SCALE

TIMBER JOINT DETAIL

JOINTS DO NOT FALL ON THE SAME TIE.

STAGGER INTERMEDIATE JOINTS SO THAT TWO

(MAX. 4" EACH TIMBER) AT INTERMEDIATE JOINTS.

TIMBERS MAY BE CUT TO SUIT TIE SPACING

4"

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MIN. BEARING ON TIE

SCREWS TO EDGE OF TIE

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SCREWS TO END OF TIMBER

MIN. DISTANCE FOR LAG

SIDE OF C OF BOND TIMBERS

STAGGER LAG SCREWS 1" EITHER

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GAGE SIDE

MUST BE APPLIED TO NEXT CROSSTIE.

IF LESS THAN 4" OF TIMBER BEARS ON CROSSTIE, LAG SREWS

APPLY LAG SREWS AT ENDS OF TIMBERS AS SHOWN.

PRECAST CONCRETE PANEL

PRECAST CONCRETE PANEL

LENGTH OF CROSSING

AGGREGATE AND TIMBER CROSSING PLAN

FLANGEWAY TIMBERS (TYP.)

AGGREGATE AND TIMBER CROSSING SECTION

AND BEVEL DETAIL

ELEVATION THROUGH TRACK

BELOW TOP OF RAIL

" (MAX.)4

1TOP OF FLANGEWAY TIMBER TO BE AT OR

NOTE:

ASPHALT FILLER (TYP.)

COMPACTED HOT MIX

(E) SUBGRADE

(E) SUBGRADE

FLOWLINES (TYP)

PLANS FOR

SEE CROSSING

SUBDRAIN BEDDING MATERIAL, TYPE II

PROPOSED CONCRETE RAILROAD GRADE CROSSING TYPICAL SECTION - CLIN 1

EXISTING CONCRETE RAILROAD GRADE CROSSING REPAIR TYPICAL SECTION - CLIN 1&5

SUBBALLAST

SUBDRAIN. DO NOT DISTURB

(E) 6" DIA. PERFORATED

NEW JERSEY AVENUE AT PASSING TRACK #1

NEW JERSEY AVENUE AT THE MAINLINE

2ND STREET AT THE MAINLINE

APPLICABLE TO THE FOLLOWING GRADE CROSSINGS:

AT 2ND STREET AND NEW JERSEY AVENUE

APPLICABLE TO ALL GRADE CROSSINGS EXCEPT THOSE

SUBBALLAST

6" MIN. (TYP)

THICKNESS,

PAVEMENT

MATCH EXISTING

HOT-MIX ASPHALT

END OF CROSSING

SHALL EXTEND 20' BEYOND

CLASS 1-RR. GEOTEXTILE

GEOTEXTILE FABRIC,

END OF CROSSING

GEOTEXTILE SHALL EXTEND 20' BEYOND

CLASS 1-RR GEOTEXTILE FABRIC.

REPLACE (E) GEOTEXTILE FABRIC WITH

SUBBALLAST (TYP.)

(TYP.)

TACK COAT

SAWCUT AND

SUBBALLAST (TYP.)

2'-4"

6" MIN. (TYP.)

THICKNESS

PAVEMENT

MATCH EXISTING

HOT-MIX ASPHALT

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(TYP.)

FIELD PANEL

2'-0" (TYP.)

1'-6" (TYP.)

ON THE BOTTOM

PLACE WITH PERFORATIONS

6" DIA. PERFORATED SUBDRAIN

(TYP.)

EXISTING PAVEMENT

SAWCUT AND TACK COAT

1/2" PRE-FORMED JOINT FILLER (TYP.)

NO SCALE

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PRECAST CONCRETE PANEL

TIMBER SCREW

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END DEFLECTOR

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END PANELS.

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BEGINNING

STA 229+69

CROSSING

END OF EXISTING

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CROSSING PANELS

OF NEW CONCRETE

END INSTALLATION

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STA END 230+55.80

STA START 229+68.89

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FL 327.15

INSTALL CAP

STA. 229+63.57

CROSSING PANELS

OF NEW CONCRETE

BEGIN INSTALLATION

STA 229+63.62

FL 327.18

INSTALL CAP

STA. 229+64.24

PAVEMENT

EDGE OF EXISTING

PAVEMENT

EDGE OF EXISTING

PAVEMENT

EDGE OF EXISTING

PAVEMENT

EDGE OF EXISTING

PERFORATED PVC PIPE

PERFORATED PVC PIPE SOLID PVC PIPE

SOLID PVC PIPE

FL 326.76

INSTALL 45° BEND

STA. 230+47.08

FL 326.68

INSTALL 45° WYE

STA. 230+58.08

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INSTALL 3.0' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 15.79' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 12.32' - 6" DIA.

SOLID PVC PIPE @ 0.5% GRADE

INSTALL 14.17' - 6" DIA.

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-CG-107.dgn

8:37:37 AM 9/8/2017 %PRODUCTION DATA 3% DS: AEC_Screen.dscript.dscript

LEGEND

ASPHALT PAVEMENT PATCH

CLIN 4 PROPOSED 3"

(TYP.)

PROPOSED CURB AND GUTTER

CLIN 4

SEE SHEET C-502

AND RE-WELD ADJACENT GRADE CROSSING PANELS.

PREFORMED ELASTOMERIC FLANGEWAY FILLER,

INSTALL NEW CONCRETE CROSSING PANELS WITH

INSTALL NEW COMPOSITE CROSSTIES AND

REPLACE TOP LAYER OF GEOTEXTILE FABRIC

NEW BALLAST SEE REPAIR PLANS FOR LIMITS.

REMOVE BALLAST AND FURNISH AND INSTALL

REMOVE EXISTING CROSSING TIES

REMOVE CAST-IN-PLACE CROSSING

CLIN 1

GRADE CROSSING TYPICAL SECTION

SEE PROPOSED CONCRETE RAILROAD

PVC PIPE SUBDRAIN @ 0.5% GRADE

INSTALL 80.0' - 6" DIA. PERFORATED

GRADE CROSSING TYPICAL SECTION

SEE PROPOSED CONCRETE RAILROAD

PVC PIPE SUBDRAIN @ 0.5% GRADE

INSTALL 80.0' - 6" DIA. PERFORATED

SEE SHEETS CU-101 THROUGH CU-108 FOR CURB AND GUTTER INFORMATION.3.

CROSSING SHALL BE WELDED.

ALL JOINTS WITHIN THE LIMITS OF THE CROSSING AND 20 FEET OUTSIDE THE2.

NEW TIE PLATES, RAIL ANCHORS AND JOINT BARS SHALL BE USED FOR NEW RAIL INSTALLATION.1.

NOTES:

SCREEN

INSTALL RODENT

OUTLET FL 326.62

STA. 230+66.67

S E

E N

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E S O

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H

IS

S

H E

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A

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C

L

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T S

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C

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IN

/8 /2

A M

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S

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IN

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A

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D I

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IG

H T N

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IL

S

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A L O

F L

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T A

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IG

H T E

X

IS

T

IN

G R

A

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S

C U

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T A

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IG

H T E

X

IS

T

IN

G R

A

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S W

IT

H R

A

IL

S

A W

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A

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C L

IN

NN

L

IC

IT

A T

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N N

O

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S

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D A

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A W

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IS

S

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

X

T

A Y

L O

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IS

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IN

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H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

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R A

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P

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C T

F O

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IA

N A

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-R -0

A U

G U

S T

CG-110

CG-111

CG-112

CG-113

CG-116

CG-117

CG-101 CG-102 CG-103

CG-104

CG-105CG-106

CG-107

CG-108

CG-109

CG-114

CG-115

260+00 261+00

24+00

R R

KEY MAP

SCALE IN FEET

M

H U

S S

U N

G

N E

W J

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S E

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V E

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IN

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CG-109

N E

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S E

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TEXAS AVE

CONCRETE CROSSING PANELS

BEGIN INSTALLATION OF NEW

STA 260+46.81

MAINLINE

PASSING TRACK #1

CONCRETE CROSSING PANELS

END INSTALLATION OF NEW

STA 24+47.62 PASSING TRACK #1

END OF EXISTING CROSSING

STA 24+46 PASSING TRACK #1

CROSSING

END OF EXISTING

STA 261+08

BEGINNING OF EXISTING CROSSING

STA 24+01 PASSING TRACK #1

EXISTING CROSSING

BEGINNING OF

STA 260+48

PERFORATED PVC PIPESOLID PVC PIPE

PERFORATED PVC PIPESOLID PVC PIPE

PAVEMENT

EDGE OF EXISTING

PAVEMENT

EDGE OF EXISTING

PAVEMENT

EDGE OF EXISTING

PAVEMENT

EDGE OF EXISTING

G R

A D E T

O D

R A

IN

G R

A D E T

O D

R A

IN

G R

A D E T

O D

R A

IN

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 14.05' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 35.33' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 33.83' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 15.79' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 22.67' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 12.17' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 15.79' - 6" DIA.

@ 0.5% GRADE

SOLID PVC PIPE

INSTALL 1.00' - 6" DIA.

FL 321.42

INSTALL 45° WYE

STA. 260+34.64

FL 321.50

INSTALL 45° BEND

STA. 260+45.81

GRADE CROSSING TYPICAL SECTION

SEE PROPOSED CONCRETE RAILROAD

PVC PIPE SUBDRAIN @ 0.5% GRADE

INSTALL 48.00' - 6" DIA. PERFORATED

GRADE CROSSING TYPICAL SECTION

SEE PROPOSED CONCRETE RAILROAD

PVC PIPE SUBDRAIN @ 0.5% GRADE

INSTALL 48.00' - 6" DIA. PERFORATED

GRADE CROSSING TYPICAL SECTION

SEE PROPOSED CONCRETE RAILROAD

PVC PIPE SUBDRAIN @ 0.5% GRADE

INSTALL 64.00' - 6" DIA. PERFORATED

GRADE CROSSING TYPICAL SECTION

SEE PROPOSED CONCRETE RAILROAD

PVC PIPE SUBDRAIN @ 0.5% GRADE

INSTALL 64.00' - 6" DIA. PERFORATED

CONCRETE CROSSING PANELS

BEGIN INSTALLATION OF NEW

STA 23+99.62 PASSING TRACK #1

FL 321.80

INSTALL CAP

STA. 261+10.81

FL 321.82

INSTALL CAP

STA. 261+10.81

CROSSING PANELS

OF NEW CONCRETE

END INSTALLATION

STA 261+10.81

5' 10'0

EXISTING INLET

FL 321.31

INSTALL 45° WYE

STA. 23+65.78 PASSING TRACK #1

FL 321.39

INSTALL 45° BEND

STA. 23+76.95 PASSING TRACK #1

FL 321.72

INSTALL CAP

STA. 24+47.62 PASSING TRACK #1

FL 321.74

INSTALL CAP

STA. 24+47.62 PASSING TRACK #1

1'

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-CG-109.dgn

8:37:39 AM 9/8/2017 %PRODUCTION DATA 3% DS: AEC_Screen.dscript.dscript

LEGEND

ASPHALT PAVEMENT PATCH

CLIN 4 PROPOSED 3"

S E

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H

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M

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IN

L

IN

L

IN

(TYP.)

PROPOSED CURB AND GUTTER

CLIN 4

INSTALL RODENT SCREEN

OUTLET FL 321.24

STA. 260+09.66

INSTALL RODENT SCREEN

OUTLET FL 321.24

STA. 23+55.85 PASSING TRACK #1

SEE SHEET C-502

AND RE-WELD ADJACENT GRADE CROSSING PANELS

PREFORMED ELASTOMERIC FLANGEWAY FILLER,

INSTALL NEW CONCRETE CROSSING PANELS WITH

INSTALL NEW COMPOSITE CROSSTIES AND

REPLACE TOP LAYER OF GEOTEXTILE FABRIC

NEW BALLAST SEE REPAIR PLANS FOR LIMITS.

REMOVE BALLAST AND FURNISH AND INSTALL

REMOVE EXISTING CROSSING TIES

REMOVE CAST-IN-PLACE CROSSING

CLIN 1

SEE SHEETS CU-101 THROUGH CU-108 FOR CURB AND GUTTER INFORMATION.3.

CROSSING SHALL BE WELDED.

ALL JOINTS WITHIN THE LIMITS OF THE CROSSING AND 20 FEET OUTSIDE THE2.

NEW TIE PLATES, RAIL ANCHORS AND JOINT BARS SHALL BE USED FOR NEW RAIL INSTALLATION.1.

NOTES:

S E

E N

O T

E S T

H

IS

S

H E

E T

C O

N T

R A

C T

O R S

H A

L L V

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IF

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A

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W

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