W912EQ-16-B-0006_Amendment_3.pdf

PDF 6 MB Posted Jul 29, 2016

Attached to: St. Francis Lake Scour Closure Repair
Solicitation number: W912EQ-16-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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File	Type	Posted
Bid_Abstract_St_Francis_Lake.pdf	PDF	Aug 9, 2016
AMENDMENT_0002.pdf	PDF	Jul 14, 2016
AMENDMENT_0001.pdf	PDF	Jul 12, 2016
Site_Visit_Information_W912EQ-16-B-0006.pdf	PDF	Jun 22, 2016
W912EQ-16-B-0006.pdf	PDF	Jun 17, 2016
USACE_Past_Performance_Questionnaire.pdf	PDF	May 26, 2016

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W38XGR60635567

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to update the plans and specifications. SEE DESCRIPTION OF CHANGES PAGE.

ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 29-Jul-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. 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 W912EQ-16-B-0006

X 9B. DATED (SEE ITEM 11)

16-Jun-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 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 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

28-Jul-2016

CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

THOMAS E MERCER

167 N MAIN STREET

ROOM 665

MEMPHIS TN 38103-1894

W912EQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

PLAN CHANGES (See Attached Sheets)

1. G-002: Updated east and west haul routes.

2. G-003: Changed Notes #9, #11, and #13; added note #15.

3. C-104: Removed redundant plan note; adjusted hatch and added hatch legend; changed note #3; added note #5 and #6.

4. C-108: Moved location of construction exit; removed T.C.E. points and table.

5. C-302: Changed reference in section B; changed title and scale of section

SPECIFICATION CHANGE

1. SECTION 00 70 00.00 11 (CONTRACT CLEARANCE INSERTS), FAR 52.236-4

PHYSICAL DATA (APR 1984): Changed West Levee Rd. to I-555 and

Cottonwood Rd.

2. SECTION 00 80 00.00 11 (SPECIAL CONTRACT REQUIREMENTS), paragraph 1.22

PROJECT ACCESS: Changed US 63 to I-555; changed reference to C-105 to refer to C-108.

3. SECTION 01 57 25.00 11 (STORM WATER POLLUTION PREVENTION PLAN), part

2, paragraph #3: Changed US 63 and west levee road to I-555 and

Cottonwood Rd.

W912EQ-16-B-0006

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below are for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the

Contractor.

a. Physical Conditions. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by aerial photographs and topographic surveys.

b. Weather Conditions. Information with respect to temperatures and precipitation may be obtained from the National Weather Service. Also see the Special Contract Requirements Paragraph entitled TIME EXTENSIONS FOR

UNUSUALLY SEVERE WEATHER.

c. Transportation Facilities. Primary access to the site shall be via U.S.

Bus. 63 in Marked Tree, AR. All heavy and oversized loads shall use this route. The contractor may also access the site via I-555 and Cottonwood Rd.

However, the contractor shall observe all weight limitations along this route.

d. Additional Data. Additional data consisting of records of borings, and boring samples may be available for inspection at the U.S. Army Corps of

Engineers District office in Memphis, Tennessee.

(End of clause)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

SPECIAL CONTRACT REQUIREMENT

1.22 PROJECT ACCESS

Heavy vehicles may access the site from either I-555 via the levee road, or via

US BUS 63, via the east haul route depicted on sheet C-108. Contractor will submit a Project Access Plan prior to construction describing how they will bring heavy equipment and stone to the site without damage to existing structures.

W912EQ-16-B-0006

SECTION 01 57 25.00 11

SECTION 01 57 25.00 11; Part 2; Para 3 - The following has been modified:

This project consists of installing a stone closure within the Oak Donnick

Floodway, Poinsett County, Arkansas. The project site is northwest of

Marked Tree, Arkansas. The purpose of this project is to repair scour within the Oak Donnick Floodway in order to restore control at St. Francis

Lake. A stone structure will restore the scoured area to grade, restoring the ability to control lake levels at the Ditch 60 Control Structure.

Access to the project will be from U.S. Bus. 63 in Marked Tree, Arkansas.

Additional access from the west side is available via I-555 and Cottonwood

Rd. A set of construction drawings showing the project location, details ofthe scour closure repair, and the details of installation of the environmental protection measures will be located on the construction site at all times. Flow arrows indicating drainage patterns are shown on the contract drawings.

(End of Summary of Changes)

W912EQ-16-B-0006

ROUTE

EAST HAUL

ROUTE

WEST HAUL

DAM 10 ACCESS ROAD

PROJECT LOCATION

I-555

01020304050 50 MILES

M E

M P H

CRITTENDEN

MISSISSIPPI

ST. FRANCIS

CRAIGHEAD

POINSETT

CROSS

LEE

GREENE

CLAYRANDOLPH

LAWRENCE

SHARP

FULTON

IZARD

BAXTER

STONE

INDEPENDENCE

CLEBURNE

FAULKNER

WHITE

WOODRUFF

JACKSON

DREW

LONOKE

PULASKI

ARKANSAS

JEFFERSON

MONROE

PHILLIPS

CLEVELAND

LINCOLN

DESHA

LEE

DE SOTO

MARSHALL

BENTON

TIPPAH

ALCORN

PRENTISS

UNION

TATE

TUNICA

PANOLA

COAHOMA

QUITMAN

TALLAHATCHIE

BOLIVAR

GRENADA

YALOBUSHA CALHOUN

LAFAYETTE

PONTOTOC

CHICKASAW

MONROE

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LEFLORE

CLAY

WEBSTER

CARROLL

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LOWNDESGOMERY

MONT-

LAKE

OBION

WEAKLEY HENRY

DYER GIBSON

CARROLL

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LAUDERDALE

HAYWOOD

CROCKETT

MADISON

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SHELBY

FAYETTE

HARDEMAN

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MC NAIRY

D E

C A

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HARDIN

TIPTON

FULTON

HICKMAN

CARLISLE

BALLARD

C CRACK

C R

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MARSHALL

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CALLOWAY

MISSISSIPPI

WRIGHT

TEXAS

SHANNON

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HOWELL

OREGON

CARTER

REYNOLDS

C R

A W

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WAYNE

MADISON

GIRARDEAU

CAPE

ROLLINGER

SCOTT

STODDARD

BUTLER

RIPLEY

MADRID

NEW

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DUNKLIN

UNION

ALEXANDER PULASKI

MASSAC

POPEJOHNSON

PRAIRIE

Fordyce

Sheridan

Rison Star City

Monticello Arkansas City

De Witt

Helena

Marianna De Valls BluffDe Valls Bluff

ClarendonClarendon

Forrest City

Des Arc

Jacksonville

Conway

Searcy

Heber Springs

Clinton

Mountain View

Melbourne

Batesville

Augusta

Ash Flat

Salem

Newport

Walnut Ridge

Pocahontas

Corning Piggott

Paragould

Lake CityJonesboro

Osceola

Wynne

Marion

Memphis West

Stuttgart

Lonoke

Pine Bluff

Warren

Blytheville

Kennett

Carutherville

Jackson

Charleston

New Madid

Bloomfield

Marble Hill

Benton

Girardeau Cape

Poplar Buff

Doniphan

Greenville

Van Buren

Eminence

AltonWest Plains

Houston

GainesvilleGainesville

Centerville

Dyersburg

Ripley

Covington

Brownsville

Alamo

Trenton

Dresden

Union City

Paris

Huntington

Camden

Lexington

Decaturville

Benton

Wickliffe

Bardwell

Hickman

Mayfield

Paducah

Murray

Eddyville

Smithland

Marion

Tiptonville

Cairo

Mound City

Vienna

Metropolis

Golconda

Somerville Bolivar

Selmer

Savannah

Henderson

Jackson

Hernando

Senatobia

Holly Springs

Ashland

Ripley

Corinth

Iuka

Booneville

New Albany

Fulton

Tupelo PontotocPontotoc

Oxford

Batesville

Sardis

Tunica

MarksMarks

Charleston

Summer

Clarksdale

Grenada

Water Valley

Coffeeville

Pittsboro

Houston

Okolona

AberdeenRosedale

Cleveland

Walthall

Memphis

Earle

Parkin

Rock Little

H O

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Harrisburg

Home Mountain

Norfork Lake

Lake Greers Ferry

Conway Lake

Lake Peckerwood

Lake Arkabutla

Sardis Lake

Enid Lake

Grenada Lake

Lake Pickwick

Lake Reelfoot

Lake Kentucky

Lake Wappapello

Lake Horseshoe

Lake Porter

MISSOURI

ARKANSAS

TENNESSEE

KENTUCKY

TENNESSEE

MISSISSIPPI

P I

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MISSOURI

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M I

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R I

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70A

45W

45E

79U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

VICINITY MAP

PROJECT LOCATION MAP

1 MILE

1 INCH = 0.5 MILE

0.5 MILE0

C H

A N

G E

D P

R O J E

C T M

A P W

E S

T A

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S /2

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C T M

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D A

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P R of Engineers

US Army Corps

A N

S I

D a u t o t im e

Sheet

M E

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T R

M E

M P

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fiof Engineers

US Army Corps

W E

Q -1

-B -0

AMENDMENT 003

W912EQ-16-B-0006

.T .S

A N

S I

G-003

97-41M

GENERAL NOTES:

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ABBREVIATIONS

EXIST

MAX

MIN

SST

EXISTING

FAR FACE

GALVANIZED

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

UNDERGROUND

ALUMINUM

BITUMINOUS

BOTTOM

LEVEE BASELINE

CONCRETE

DIAMETER

BOT

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

ALUM

BITUM

CENTER LINE

CONC

DIA

GALV

MISC

SPEC

TYP

UNGD

FES FLARED END SECTION

LONG

LANDWARDL/W

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

FILL

CUT

SHEETPILE

AND NUMBER

BORING LOCATION

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

STORM SEWER

EXISTING

CONSTRUCTION

LIMIT OF

POWER POLE

EME EXCAVATED MATERIAL

EMBANKMENT

CMP CORRUGATED METAL PIPE

NTS NOT TO SCALE

CSP CORRUGATED STEEL PIPE

DITCH FLOWLINE

OPTIC

EXISTING FIBER

99/999

FLOODWALL

EXISTING

TREELINE

EXISTING

EXISTING LEVEE TOE

EXISTING RIGHT OF WAY

EDGE OF WATER

NEW LEVEE TOE

LEVEE CENTERLINE

O C/L OFFSET

LF LINEAR FEET

OH OVERHEAD

CB CHECK BASIN

FH FIRE HYDRANT

WM WATER METER

PP POWER POLE

EM ELECTRIC METER POLE

WA WATER LINE

RD ROAD

F FENCE

BL BUILDING

E ELECTRICAL METER

C CULVERT

BL-SLB BUILDING SLAB

LANDSIDE DRAINAGE DITCH

DESCRIPTIONMARKS

BENCH

ELEVATION

TABULATION OF BENCHMARKS: VERTICAL CONTROL

INDEX OF DRAWINGSNO

G-001 COVER SHEET

G-002

G-003

C-100

INDEX, LEGEND, AND ABBREVIATIONS

ELEV.: 227.99

JMA1010103 2013

C-101 EXISTING CONDITIONS (1 OF 2)

C-102 EXISTING CONDITIONS (2 OF 2)

C-103

C-104

C-108

C-301

C-302

C-501

VICINITY MAP AND PROJECT LOCATION

EXISTING CONDITIONS PROFILES AND SECTIONS

ELEV: 218.37

PLAN AND PROFILE (SHEET 1 OF 2)

PLAN AND PROFILE (SHEET 2 OF 2)

CONSTRUCTION DETAILS (SHEET 1 OF 2)

C-502 CONSTRUCTION DETAILS (SHEET 2 OF 2)

C-503 EROSION CONTROL DETAILS

EASEMENT

CONSTRUCTION

TEMPORARY

AGFC

FISH COMMISSION

ARKANSAS GAME &

BM-A 1993 ELEV.: 227.36

LOCATION PROVIDED FOR REFERENCE ONLY.

LAT: 35 34 00.66386, LONG: 90 27 45.42206.

THE DAM, STAMPED "JMA1010103 2013" WITH A CARSONITE

MEMPHIS CORPS TYPE "F" MONUMENT SET FLUSH IN THE CENTERLINE OF

2500 FEET TO THE WEST END OF THE DAM. THE MARK IS A STANDARD

STRUCTURE. CONTINUE EAST ON ACCESS ROAD FOR APPROXIMATELY

2.4 MILES TO A SPUR LEVEE AT THE ST. FRANCIS LEVEE FLOOD

TO THE WEST LEVEE ROAD OF DITCH 60 AND THEN CONTINUE NORTH FOR

AND FRISCO STREET IN MARKED TREE, AR, GO NORTHWEST FOR 3.2 MILES

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 63 BYPASS

LONG: 90 28 11.40961.

METAL GUARD RAIL AND CARSONITE WITNESS POST. LAT: 35 34 10.31418,

WEST OF THE DAM STRUCTURE, APPROXIMATELY 2.0 FEET NORTH OF A

THE MARK IS SET ON THE SOUTH SHOULDER OF THE SPUR LEVEE AND

FOOT BELOW GROUND SURFACE AND STAMPED �BM-B=0+00 D/S 1993�.

STANDARD CORPS OF ENGINEERS BRASS DISK SET APPROXIMATELY 1.0

APPROXIMATELY 170 FEET TO THE MARK ON THE RIGHT. THE MARK IS A

TO A SPUR LEVEE AT THE DAM STRUCTURE, THEN GO EAST FOR

ROAD ON THE RIGHT. GO NORTHEAST ON NEW DAM ROAD FOR 2.5 MILES

NORTHWEST ALONG HIGHWAY 63 TO THE INTERSECTION WITH NEW DAM

63 AND HIGHWAY 75 IN MARKED TREE, GO 3.5 MILES WEST AND

ARKANSAS. TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY

THE MARK IS LOCATED 4.0 MILES NORTHWEST OF MARKED TREE,

90 28 07.87245.

LEVEE AND EAST OF THE DAM STRUCTURE. LAT: 35 34 08.98382, LONG:

�BM-A 1993�. THE MARK IS SET ON THE SOUTH SHOULDER OF THE SPUR

APPROXIMATELY 1.0 FOOT BELOW GROUND SURFACE AND STAMPED

MARK IS A STANDARD CORPS OF ENGINEERS BRASS DISK SET

EAST FOR APPROXIMATELY 480 FEET TO THE MARK ON THE RIGHT. THE

FOR 2.5 MILES TO A SPUR LEVEE AT THE DAM STRUCTURE, THEN GO

NEW DAM ROAD ON THE RIGHT. GO NORTHEAST ON NEW DAM ROAD

AND NORTHWEST ALONG HIGHWAY 63 TO THE INTERSECTION WITH

HIGHWAY 63 AND HIGHWAY 75 IN MARKED TREE, GO 3.5 MILES WEST

ARKANSAS. TO REACH THE MARK FROM THE INTERSECTION OF

THE MARK IS LOCATED 4.0 MILES NORTHWEST OF MARKED TREE,

D/S 1993

BM-B=0+00 RIPRAP

EDGE OF

TYPICAL

E X L E

G E

N D

A N

D A

B B

R E

H HORIZONTAL

VERTICAL

CONSTRUCTION EASEMENT

EAST HAUL ROUTE AND TEMPORARY

OVERVIEW PLAN AND RIGHT-OF-WAY

99/999

PROJECT RIGHT OF WAY

T.C.E./TCE

R.O.W./ROW RIGHT OF WAY

EASEMENT

TEMPORARY CONSTRUCTION

X-102

C-105

C-106

C-107

EXCAVATION PLAN

TRANSITION PLAN AND PROFILE

SCOUR CLOSURE STRUCTURE, WEST

TRANSITION PLAN AND PROFILE

SCOUR CLOSURE STRUCTURE, EAST

C-303

X-101

STAGE HYDROGRAPHS (SHEET 2 OF 2)

STAGE HYDROGRAPHS (SHEET 1 OF 2)

TYPICAL ROAD IMPROVEMENT SECTIONS

TYPICAL CLOSURE STRUCTURE SECTIONS

C H

A N

G E

D N

O T

/7 /2

J E

REFERENCES TO U.S. HWY. 63 WILL BE UNDERSTOOD TO REFER TO I-555.

15. IN SPRING 2016, U.S. HWY. 63 WAS REFLAGGED AS INTERSTATE 555. ALL

14. HISTORIC BORINGS ARE AVAILABLE FOR REFERENCE.

NOTES ON SHEETS X-101 AND X-102.

CONSTRUCTION TO LOWER WATER LEVELS. SEE ATTACHED HYDROGRAPH AND

13. GATES AT DITCH 60 CONTROL STRUCTURE WILL REMAIN OPEN DURING

ANY ROUTE USED. IT SHALL BE CONSTRUCTED AS SHOWN ON SHEET C-502.

ENTRANCE/EXIT SHALL BE PLACED AT THE TRANSITION TO THE PUBLIC ROAD ON

OR OTHER OPTIONS PROPOSED BY THE CONTRACTOR. A CONSTRUCTION

E. THE CONTRACTOR MAY USE ONE OR MORE OF THE ROUTES LISTED ABOVE,

APPROVED BY THE CONTRACTING OFFICER. (SEE SHEET C-108).

STABILIZATION, OR OTHER METHOD PROPOSED BY THE CONTRACTOR AND

HAUL TRAFFIC, INCLUDING GRADING, AGGREGATE RESURFACING, SOIL

CONSTRUCTION. IMPROVEMENTS MAY BE BY ANY METHOD THAT SUPPORTS

THEIR PREVIOUS CONDITION (OR BETTER) AT THE COMPLETION OF

PASSABLE STATE THROUGHOUT THE LIFE OF THE PROJECT AND RESTORED TO

DIRT ROAD PORTIONS OF THE HAUL ROUTE SHALL BE MAINTAINED TO A

D. EAST HAUL ROUTE VIA I-555 (AS SHOWN ON G-002). BOTH THE GRAVEL AND

AND DOES NOT HAVE ANY POSTED WEIGHT RESTRICTIONS.

AND TRANSPORTATION DEPARTMENT (AHTD) BRIDGE INSPECTION PROGRAM

COTTONWOOD RD. OVER TULOT DITCH IS PART OF THE ARKANSAS HIGHWAY

C. WEST HAUL ROUTE NOTE (FOR REFERENCE ONLY): THE BRIDGE ON

STRUCTURE FOUNDATION.

CROSSING WILL BE A MINIMUM OF 50 FEET UPSTREAM OF THE CONTROL

BRIDGE OR OTHER CROSSING APPROVED BY THE CONTRACTING OFFICER. ANY

CONTROL STRUCTURE, THEN ACROSS THE CHANNEL VIA A FIXED OR FLOATING

B. WEST HAUL ROUTE VIA LEVEE RD. (AS SHOWN ON G-002), TO THE EXISTING

EXCEED THE POSTED BRIDGE WEIGHT LIMITS LISTED ABOVE.

EXISTING CONTROL STRUCTURE. TRUCKS SHALL BE LIGHT-LOADED NOT TO

A. WEST HAUL ROUTE VIA LEVEE RD. (AS SHOWN ON G-002), THEN OVER THE

BE ACCESSED FROM THREE ALTERNATIVES:

FOR APPROVAL BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. SITE MAY

RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR WILL SUBMIT AN ACCESS PLAN

11. SITE ACCESS. IMPROVEMENT AND MAINTENANCE OF SITE ACCESS IS THE

BLOCKS ARE RETAINED WITH A STEEL TIEBACK SYSTEM.

INTERLOCKING CONCRETE "VEE" BLOCKS MEASURING APPROXIMATELY 6’X2’X2’.

WITH REQUIRED MINIMUM RIPRAP THICKNESS OR FINISHED GRADE. BLOCKS ARE

CONSTRUCTED BY AGFC IN 2012. ONLY REMOVE THOSE BLOCKS WHICH INTERFERE

10. CLOSURE CONSTRUCTION WILL INCORPORATE EXISTING BLOCK WALL

LIMITS.

STRUCTURAL DAMAGE CAUSED BY EXCEEDING THE POSTED WEIGHT OR SPEED

4 AXLES. SPEED WILL BE RESTRICTED TO 5 MPH. CONTRACTOR WILL BE LIABLE FOR

DETAIL B ON C-502) IS 14 TONS FOR 2 AXLES, 15 TONS FOR 3 AXLES, AND 19 TONS FOR

9. POSTED WEIGHT LIMIT OVER THE EXISTING BRIDGE (AS SHOWN ON C-108 AND

CAUSED BY EXCEEDING THE POSTED WEIGHT OR SPEED LIMITS.

RESTRICTED TO 5 MPH. CONTRACTOR WILL BE LIABLE FOR STRUCTURAL DAMAGE

AXLES, 18 TONS FOR 3 AXLES, AND 35 TONS FOR 4 AXLES. SPEED WILL BE

8. POSTED WEIGHT LIMIT OVER DITCH 60 CONTROL STRUCTURE IS 10 TONS FOR 2

-INSTALL REMAINING FEATURES

-CLOSE REMAINING GAP TO STOP FLOW OF WATER

-CONSTRUCT WORK PLATFORM AS DETAILED ON SHEET C-501

-FLATTEN AND ARMOR BANK OPPOSITE WORKSIDE AS DETAILED ON SHEET C-501

7. CONSTRUCTION SEQUENCE SHALL BE:

GATES OR FENCES ARE TO BE DISTURBED.

EXPENSE. APPROVAL FROM THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY

DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTORS

6. GATES AND/OR FENCES ARE NOT TO BE DISTURBED. ALL GATES AND FENCES

ARKANSAS ONE CALL AT 1 (800) 482-8998.

DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT BY CALLING

NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL

INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT

EXPENSE. LOCATIONS OF EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES

SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT THE CONTRACTOR�S

INTERRUPTIONS OF THE SERVICE CAUSED BY THE CONTRACTOR�S OPERATIONS

5. DO NOT DISTURB EXISTING UTILITIES. ANY DAMAGE TO UTILITIES OR

4. DO NOT BLOCK EXISTING DRAINAGE WITH EXCAVATED MATERIAL.

SET.

DURING CONSTRUCTION MAY BE DIFFERENT THEN CONDITIONS DRAWN IN THIS PLAN

RAPIDLY-CHANGING CONDITIONS ON SITE, AND THAT CONDITIONS ENCOUNTERED

COLLECTED FEBRUARY 2015. CONTRACTOR IS CAUTIONED OF THE

3. EXISTING ELEVATIONS ARE FROM SURVEY DATA IN TASK ORDER # 14/JMA14020

CONTRACTING OFFICER’S REPRESENTATIVE.

INFORMATION REGARDING BENCHMARKS SHALL BE SUBMITTED TO THE

OTHER PURPOSE BESIDES LOCATING BENCHMARKS. REQUESTS FOR FURTHER

FOR THE CONTRACTOR’S REFERENCE ONLY AND ARE NOT TO BE USED FOR ANY

2. LATITUDE AND LONGITUDE LISTED IN THE BENCHMARK TABULATION TABLE ARE

FACTOR; COMBINED GRID FACTOR = 1.000242.

GROUND DISTANCE WHERE GRID DISTANCE = GROUND DISTANCE x COMBINED GRID

ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988. STATIONING IS BASED ON THE

USING N.A.V.D. 88 IN U.S. SURVEY FEET. AZIMUTH ORIENTATION FROM ZERO NORTH

(NAD83) AND UTM ZONE 15 IN U.S. SURVEY FEET. VERTICAL DATA WAS COMPUTED

1. HORIZONTAL DATA WAS COMPUTED BY USING NORTH AMERICAN DATUM OF 1983

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P R of Engineers

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Sheet

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Q -1

-B -0

AMENDMENT 003

W912EQ-16-B-0006

OFF 77.4

STA 19+22.4

IMPROVE ROAD

RIPRAP HARDPOINT

IMPROVE ROAD AND INSTALL

SLOPE

FLATTENED TOP OF

PROJECT B/L

IMPROVED ROAD

DOWNSTREAM OF

INSTALL HARDPOINT

INTO CLOSURE REPAIR

INCORPORATE AGFC BLOCKS

ALL SLOPES 2H:1V, MINIMAL CLEARING.

TIE IN DOWNSTREAM AT OFF 140.0, EL 214.8.

TIE IN UPSTREAM AT OFF 25.0, EL 215.6.

LENGTH: 115.0’, TOP WIDTH: 4.0’.

CONSTRUCT R400 DIKE STA 23+30.

15.0’ (TYP.)

N.S.T. 2H:1V

FACING CLOSURE

R2200 ON SLOPES

WORK LIMITS

EXISTING GROUND

EXISTING

3H:1V TO

EXISTING

3H:1V TO

EL. 212.0

OFF 123.93

STA 16+58.14

OFF 99.26

STA 17+06.68

OFF 95.43

STA 18+30.0

OFF 70.30

STA 18+05.83

OFF 113.58

STA 15+42.3

OFF 148.13

STA 16+37.0

15.0’

OFF -82.22

STA 16+50.0

INDICATED WITH R400, 2.5’ THICKNESS.

ARMOR DOWNSTREAM AND BANKS AS

DOWNSTREAM OF AGFC BLOCKS

IN CLOSURE STRUCTURE

ENSURE 4.5’ OF RIPRAP COVER

FLATTEN HIGH POINTS TO

EL 206.0

TO N.S.T. 2H:1V ABOVE

FLATTEN WEST BANK

R2200 RIPRAP CLOSURE

FOR CONTRACTOR LAYDOWN AREA

LIMITED CLEARING PERMITTED

ROAD AND CLOSURE GRADE

4.0’ BELOW EXISTING GROUND

BOTTOM OF HARDPOINT

WRAP RIPRAP ACROSS SCOUR

SEE SHEET C-501.

ACROSS EXISTING SCOUR.

CONSTRUCT CLOSURE

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

0 200

0 2

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P R of Engineers

US Army Corps

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D a u t o t im e

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Q -1

-B -0

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

P V I .0

E le v

C-104

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40’

SCALE:1"=40’

80’0

POINSETT COUNTY

ARKANSAS

DAM 10

(S H

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A N A

N D P

R O

E L E

V A

15+10 23+40

230230

E L E

V A

23+0022+0021+0020+0019+0018+0017+0016+00

APPROX. STA 16+10 TO 19+10

R2200 RIPRAP CLOSUREAPPROX. STA 6+55 TO 16+10

IMPROVE ROAD AND INSTALL RIPRAP HARDPOINT

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IMPROVE ROAD STA 19+10 TO 22+30

INSTALL RIPRAP HARDPOINT STA 19+70 TO 22+30

VERTICAL SCALE: 1"=10’

HORIZONTAL SCALE: 1"=40’

(TYP.)

R400

H :1

BASELINE STATION

EL. 207.75

H :1

C-501

SEE SHEET C-106

SEE SHEET C-107

ARMOR 60 LF

OVERBANK

SEE SHEET C-106

SEE SHEET C-107

R400 RIPRAP

R2200 RIPRAP

LAYDOWN AREA

RIPRAP HARDPOINT

LEGEND

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WORK PLATFORM AS INDICATED ON SHEET C-501.

GRADE, ARMOR BANK OPPOSITE WORKSIDE AND CONSTRUCT

6. PRIOR TO CONSTRUCTING CLOSURE TO FULL SECTION AND

ON SHEET C-303.

5. R2200 CLOSURE SHALL BE CONSTRUCTED AS INDICATED

SHEETS C-106 AND C-107.

4. CLOSURE-TO-BANK TRANSITION PLANS ARE ON

TRANSITIONS AND TO MINIMIZE CLEARING.

AS INDICATED ON SHEET C-302. FIELD ADJUST FOR SMOOTH

THE EXISTING ROAD ALIGNMENT AND SHALL BE CONSTRUCTED

3. ROAD IMPROVEMENTS SHALL FOLLOW (APPROXIMATELY)

PRECIDENCE OVER STA/OFF.

ENCOUNTERED. DIMENSIONS, WHERE INDICATED, WILL TAKE

AND BANK IMPROVEMENTS BASED ON ACTUAL CONDITIONS

2. STA/OFF ARE FOR REFERENCE ONLY. FIELD ADJUST CLOSURE

SHELF FROM APPROX. STA. 17+65 TO STA. 19+05.

1. SEE SHEET C-105 FOR EXCAVATION PLAN UNDER R2220

NOTES:

C-302

AMENDMENT 003

W912EQ-16-B-0006

ROAD CENTERLINE

FOR EAST HAUL ROUTE

TEMPORARY CONSTRUCTION EASEMENT

PROJECT WORK LIMITS

MAINTAIN DIRT POTION OF HAUL ROUTE

SEE DETAIL A-502

(IF NEEDED)

CONSTRUCTION EXIT

TO U.S. BUS. 63

AGFC OFFICE AND YARD

E: 2398130.9

N: 12912186.5

TO SUPPORT HAUL TRAFFIC

MAINTAIN 10’ CONCRETE BRIDGE

OF HAUL ROUTE

MAINTAIN GRAVEL PORTION

- 4 AXLES: 19 TONS

- 3 AXLES: 15 TONS

- 2 AXLES: 14 TONS

POSTED BRIDGE LIMITS:

SEE DETAIL B-502

E: 2396753.7

N: 12914033.6

BYPASS 35’ CONCRETE BRIDGE

ELEVATION

18+00

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US Army Corps

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Sheet

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C-108IMAGERY CAPTURED 2009

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IMAGERY CAPTURED 2009

600’0 300’

SCALE:1"=300’

600’0 300’

SCALE:1"=300’

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H R -42

H R -43

H R -44

H R -45

H R -46

H R -47

H R -48

H R -4

H R -5

H R -53

H R -54

H R -55

H R -56

H R -57

H R -58

H R -59

H R -60

H R -61

H R -62

H R -63

H R -64

H R -65

H R -66

H R -67

H R -68

H R -69

H R -70

H R -71

H R -72

H R -73

H R -74

H R -75

H R -76

H R -77

H R -78

H R -79

H R -80

H R -81

H R -82

H R -83

H R -84

H R -85

H R -86

H R -87

H R -88

H R -89

H R -90

H R -91

H R -1

H R -2

H R -3

H R -4

H R -5 H

R -6

H R -7

H R -8

H R -9

H R -10

H R -11

H R -12

H R -13

H R -14

H R -15

H R -16

H R -17

H R -18

H R -19

H R -20

H R -21

H R -22

H R -23

H R -24

H R -25

H R -26

H R -27

H R -28

H R -29

H R -30

H R -31

H R -32

H R -33

H R -34

H R -35

H R -36

H R -37

H R -38

H R -39

H R -40

H R -41

T C

E -7

D A

DITCH 61

T C

E -5

T C

E -6

POINSETT COUNTY

ARKANSAS

POINSETT COUNTY

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BETWEEN HR-17 TO HR-91

MAINTAIN DIRT POTION OF HAUL ROUTE

ROAD CENTERLINE, BOTH SIDES, EXCEPT AS INDICATED.

2. TEMPORARY CONSTRUCTION EASEMENT EXTENDS 30’ OFF OF HAUL

- SEE DETAIL B ON SHEET C-502.

- REMOVE CULVERTS AND EXCESS STONE AT END OF CONSTRUCTION.

- MAINTAIN 10,000’ EXISTING DIRT ROAD BETWEEN HR-17 AND HR-91.

- MAINTAIN 4,200’ EXISTING GRAVEL ROAD BETWEEN HR-01 AND HR-17.

- MAINTAIN EAST HAUL ROAD DURING CONSTRUCTION.

HAUL TRAFFIC.

- MAINTAIN ONE BOX CULVERT AND BYPASS ONE BRIDGE TO SUPPORT

CONTRACTOR WILL:

1. IF CONTRACTOR ELECTS TO USE EAST HAUL ROUTE, THE

NOTES:

N N

AMENDMENT 003

W912EQ-16-B-0006

8.0’

SLOPE TO DRAIN 2%

6" ROAD AGGREGATE

COMPACTED IMPERVIOUS FILL

10.0’

4.0’

3.0’

SLOPE VARIES

TOP OF AGGREGATE

BACKFILL WITH ROAD AGGREGATE.

ANCHOR GEOTEXTILE IN 12"x12" TENCH.

NON-WOVEN GEOTEXTILE

EXISTING GRADE ON DOWNSTREAM SIDE

MATCH RIPRAP ELEVATION TO

1H:2V (TYP. SUBGRADE)

10.0’

NON-WOVEN GEOTEXTILE

SEE DETAIL B, SHEET C-501

OVERBANK ARMOR

6" ROAD AGGREGATE

COMPACTED IMPERVIOUS FILL

S O

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US Army Corps

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Sheet

M E

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2 1

C-302

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MIN. 40 SF

HARDPOINT

R400 RIPRAP

TYPICAL ROAD IMPROVEMENT SECTION

FOR ROAD WITH HARDPOINT

FOR ROAD WITH OVERBANK ARMOR

4. SECTIONS ARE VIEWED UPSTATION OR EAST.

IN PROFILE ON SHEETS C-103 AND C-104.

3. TOP OF AGGREGATE WILL BE ELEVATION INDICATED

STAPLE PER SECTION 31 05 19.

2. ANCHOR GEOTEXTILE MIN. 1.0’ UNDER RIPRAP OR

1. LEVEL ROADWAY BETWEEN OVERBANK ARMOR.

NOTES:

5. RIPRAP SLOPE WILL VARY WITH TERRAIN.

4. SECTIONS ARE VIEWED UPSTATION OR EAST.

IN PROFILE ON SHEETS C-103 AND C-104.

3. TOP OF AGGREGATE WILL BE ELEVATION INDICATED

2. STAPLE GEOTEXTILE PER SECTION 31 05 19.

1. SLOPE ROADWAY TO DRAIN 2% UPSTREAM (NORTH).

NOTES:

3H:

T Y

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TYPICAL ROAD IMPROVEMENT SECTION

C H

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L E O

F S

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N B

AMENDMENT 003

W912EQ-16-B-0006

File details come from the government source that posted it. Updated Nov 14, 2017.