A21 - W912PM20B0001_Neuse River Goldsboro_RTA_Plans (Secured).pdf

PDF 29 MB Posted Jul 16, 2020

Attached to: NEUSE RIVER-GOLDSBORO SECTION 1135 Federal contract opportunity
Solicitation number: W912PM20B0001
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for construction services for a new steel sheet pile weir structure on the Neuse River in Goldsboro, North Carolina. The U.S. Army Corps of Engineers, Wilmington District is seeking a firm fixed price contract between $5,000,000 and $10,000,000 to construct a new weir approximately 25 feet downstream of the city's existing temporary weir at an elevation of 58.0 feet NAVD 88. The selected contractor will cut off the original Corps weir below grade and remove the city's temporary weir. Bids must be submitted electronically with the opening date to be specified in the solicitation issued on or around July 16, 2020. The NAICS code for this opportunity is 237990 and the size standard is $39,500,000. Interested offerors must register in the System for Award Management to be eligible for award.

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Other files for this federal contract opportunity

Other files attached to NEUSE RIVER-GOLDSBORO SECTION 1135, newest first.
File	Type	Posted
B1 - IFB Abstract Neuse River Signed.pdf	PDF	Oct 29, 2020
B1 - Bid Opening Attendance Sheet.pdf	PDF	Oct 29, 2020
City Weir Consturction Photos.pdf	PDF	Oct 15, 2020
A21 - NEUSE_SPECS_Amendment 0007.pdf	PDF	Oct 15, 2020
A21 - W912PM20B0001 Amd 07.pdf	PDF	Oct 15, 2020
A21 - W912PM20B0001 Amd 07 CC.pdf	PDF	Oct 15, 2020
A21 - W912PM20B0001 Amd 06 CC.pdf	PDF	Oct 7, 2020
A21 - NEUSE_SPECS_FULL Amendment 0006.pdf	PDF	Oct 7, 2020
A21 - W912PM20B0001 Amd 06.pdf	PDF	Oct 7, 2020
A21 - W912PM20B0001 Amd 05.pdf	PDF	Sep 18, 2020
A21 - W912PM20B0001 Amd 05 CC.pdf	PDF	Sep 18, 2020
A21 - W912PM20B0001 Amd 04.pdf	PDF	Sep 15, 2020
A21 - W912PM20B0001 Amd 04 CC.pdf	PDF	Sep 15, 2020
A21 - W912PM20B0001 Amd 04 CC.pdf	PDF	Sep 14, 2020
A21 - W912PM20B0001 Amd 04.pdf	PDF	Sep 14, 2020
A21 - W912PM20B0001 Amd 03 Final.pdf	PDF	Sep 8, 2020
A21 - W912PM20B0001 Amd 02.pdf	PDF	Aug 25, 2020
A21 - W912PM20B0001 Amd02 CC.pdf	PDF	Aug 25, 2020
A21 - W912PM20B0001 Amd01 CC.pdf	PDF	Aug 5, 2020
A21 - W912PM20B0001 Amd01.pdf	PDF	Aug 5, 2020
A23 - Neuse Site Visit Sign In Sheet 20200728.pdf	PDF	Jul 28, 2020
A21 - W912PM20B0001_Neuse River Goldsboro_Solicitation.pdf	PDF	Jul 16, 2020
A21 - W912PM20B0001_Neuse River Goldsboro_RTA_Plans.pdf	PDF	Jul 16, 2020
A21 - NEUSE_SPECS_RTA.PDF	PDF	Jul 16, 2020

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ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

WILMINGTON DISTRICT

XXXXXX-XX-X-XXXX

JUNE 2020

W912PM20B0001

NEUSE RIVER GOLDSBORO

SECTION 1135 ENVIRONMENTAL IMPROVEMENTS

WEIR REPLACEMENT

CITY OF GOLDSBORO, NORTH CAROLINA

G000

Approval Recommended: *

Approved: *

DATE

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, ENGINEERING BRANCH

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET G001.

6-22-20

AutoCAD SHX Text

COVER SHEET

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PLATE TITLE

PROJECT LOCATION

HYDEBEAUFORTPITT

EDGECOMBE

WASHINGTON TYRREL

DARE

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

NEW

BRUNSWICK

COLUMBUS

BLADEN

ROBESON

HOKE

M O

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LEE

CHATHAM

E C

PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

HALIFAX

NORTHAMPTON

HERTFORD

GATES

NASH

WILSON

SAMPSON

CUMBERLAND

CARTERET

G R

PERQUIMANS

PASQUOTANK

CAMDEN

CURRITUCK

MARTIN

BERTIE

PAMLICO SOUND

ATLANTIC O

CEAN

GREENE

LENOIR

WAYNE

V I R G I N I A

S O U T H C A R O L I N A

HARNETT

NOT TO SCALE

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Lookout

Cape Fear

Rodanthe

Morehead City

PROJECT

DRAWING INDEX

COVER SHEET

INDEX OF DRAWINGS, PROJECT LOCATION AND GENERAL VICINITY MAP

EXISTING CONDITIONS SURVEY

CONSTRUCTION PLAN

WEIR SECTION

WEIR PROFILE

SEDIMENT AND EROSION CONTROL DETAILS

REFERENCE DRAWINGS

G000 G001

VF101

C101 C102 C103 C501

R1-R17

WEIR STRUCTURE

MAR MAC AGGREGATES QUARY

NEUSE RIVER

CUTOFF

-0

GENERAL VICINITY MAP

MARMAC AGGREGATES ENTRANCE/

TEMPORARY GRAVEL CONSTRUCTION

ENTRANCE

OLD

GRANDTHAM

ROAD

CONSTRUCTION

STAGING AREA

EXISTING

PATH OF TRAVEL

TEMPORARY GRAVEL

CONSTRUCTION ROAD

Feet 0 400 800

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INDEX OF DRAWINGS

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ROANOKE

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RIVER

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NEUSE

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RIVER

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CHOWAN

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CAPE

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FEAR

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RIVER

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PROJECT LOCATION

AND GENERAL VICINITY MAP

US R/W

S71° 02' 36"E169.86'

N/F

MAR MAC AGGREGATES, LLC

D2502, P233

SCOTT, JAMES LENDELL

D826, P335

N/F

MAR MAC AGGREGATES, LLC

D2253, P796

N43 ° 1

7.8 9'

VISIBLE REMNANTS

OF SHEET PILE WEIR

VISIBLE REMNANTS

OF SHEET PILE WEIR

EXISTING SHEET

PILE WEIR

CREST EL = 55.9

BASELINE

NRC 5

USMART PID: AHL919

FOUND CONCRETE MONUMENT

N: 584742.43 E: 2286466.79 El: 70.75

FARM ROAD

RIPRAP SLOPE

C102

10:1 MAX

5:1 MAX

25'

50'

120'

15'

NEUSE RIPARIAN BUFFER

ZONE 1

NEUSE RIPARIAN BUFFER

ZONE 2

LIMIT OF RIP RAP INSTALLED

UNDER SECTION 408 TEMPORARY WEIR PROJECT

STA. 0+29.85

N: 584966.73 E: 2286577.74

N: 584711.87 E: 2286488.11

N: 584994.88 E: 2286587.64

STA. 2+47.46

N: 584761.44 E: 2286505.54

N: 584633.15 E: 2286522.33

N: 584712.03 E: 2286332.59

N: 584803.75 E: 2286378.84

N: 584783.18 E: 2286585.22

N: 584743.52 E: 2286700.81

N: 584859.86 E: 2286743.12

N: 584907.92 E: 2286609.21

N: 584966.38 E: 2286631.03

N: 585002.20 E: 2286534.63

SURVEY MONUMENT

N: 584742.43 E: 2286466.79

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Feet 0 60 120

PROPOSED SHEET PILE WEIR

PZ 27, ASTM A572-GR50 STEEL

SEE SHEET C102 FOR SECTION.

SEE SHEET C103 FOR PROFILE.

EXISTING SECTION 408

TEMPORARY WEIR INSTALLED BY

CITY OF GOLDSBORO. (SEE NOTE 4)

ASSUMED LOCATION OF

EXISTING USACE WEIR

(SEE NOTE 3)

LIMITS OF PERPETUAL EASEMENT TO

UNITED STATES OF AMERICA RE-RECORDED

ON NOVEMBER 17, 1947

APPROXIMATE RIPRAP LIMITS

1968 REPAIRS TO CUTOFF

NO STAGING OR CONSTRUCTION ACTIVITY PERMITTED OUTSIDE THE

LIMIT OF THE 300-FOOT EASEMENT ON THE NORTH SIDE OF THE

CUTOFF CHANNEL

MAR MAC AGGREGATE PROPERTY

CONSTRUCTION STAGING

NFS (CITY OF GOLDSBORO) HAS OBTAINED ALL REAL

ESTATE INTERESTS REQUIRED FOR THE PROJECT

INCLUDING AN AUTHORIZATION FOR ENTRY FOR

CONSTRUCTION AND TEMPORARY STAGING AND

CONSTRUCTION EASEMENTS.

CONSTRUCTION NOTES:

1. CLEAR SITE FOR CONSTRUCTION. PROTECT EXISTING DRAINAGE STRUCTURES.

2. REMOVE RIP RAP TO NATURAL GRADE APPROX. 15-FEET MIN. DOWNSTREAM OF THE PROPOSED SHEET PILE

WEIR AND 10-FEET UPSTREAM OF THE OLD ARMY CORPS WEIR, OR AS MUCH AS REQUIRED FOR

CONSTRUCTION.

3. REMOVE EXISTING ARMY CORPS STEEL SHEET PILE WEIR TO APPROXIMATELY 18-INCH BELOW THE TOP OF THE

EXISTING UPSTREAM RIPRAP GRADE.

4. REMOVE CITY OF GOLDSBORO TEMPORARY SECTION 408 WEIR COMPLETELY.

5. PLACE RIPRAP UPSTREAM AND DOWNSTREAM OF THE SHEET PILE WEIR AND ALONG SIDE SLOPES AS SHOWN ON PLANS. A MIN 30" THICK LAYER OF NCDOT CLASS II RIP RAP IS REQUIRED. THE RIP RAP STONE FROM THE PROJECT SITE MAY BE RE-USED FOR FILL UNDER THE 30" THICK LAYER AS LONG AS IT COMPLIES WITH PROJECT PLANS AND SPECIFICATIONS. ALL OTHER REQUIRED IMPORT FILL TO MEET ELEVATIONS SHOWN ON PLAN MUST BE NCDOT CLASS II. THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE CONTRACTING OFFICER ON THE SIZE AND LOCATION OF RIPRAP PLACEMENT PRIOR TO PLACING THE RIPRAP. WHEN PLACING RIP RAP UPSTREAM AND DOWNSTREAM OF NEW WEIR, DO NOT TEMPORARILY LOAD THE WEIR GREATER THAN

1-FOOT DIFFERENTIAL ON EITHER SIDE AT ANY GIVEN TIME.

6. BEDDING STONE SHALL BE ASTM C-33, NO. 1 STONE.

7. NEW SHEET PILE TO BE PZ 27, ASTM 572-GR50 STEEL.

8. THE CONTRACTOR SHALL PROVIDE A DEWATERING/CONTROL OF WATER PLAN THAT ALLOWS ACCESS TO THE CONSTRUCTION AREA AND PROVIDES MEASURES FOR ENSURING EMPLOYEE SAFETY. CONTRACTOR SHALL

SUBMIT THIS PLAN FOR REVIEW AND APPROVAL PRIOR TO STARTING WORK.

9. THE CONTRACTOR SHALL COORDINATE SITE ACCESS THROUGH THE MAR-MAC AGGREGATE FACILITY WITH THE CITY OF GOLDSBORO AND MAR-MAC AGGREGATE. THE CITY OF GOLDSBORO SHALL ARRANGE FOR ACCESS THROUGH MAR-MAC AGGREGATES TO PERFORM THE WORK. NO ACCESS SHALL BE PERMITTED ON THE SCOTT

JAMES LENDELL PROPERTY.

10. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED.

11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. IF CONSTRUCTION OPERATIONS, INCLUDING RESTORATION OF PRIVATE PROPERTY, TRIGGERS GREATER THAN ONE ACRE OF LAND DISTURBANCE, THE CONTRACTOR SHALL OBTAIN A SEDIMENT AND EROSION CONTROL PERMIT FROM NCDEQ

AND THE COUNTY AND A SWPPP, AS REQUIRED.

PROPOSED

RIPRAP

NCDOT CLASS II

C101

SCOTT JAMES LENDELL PROPERTY

LEGEND

CONTOUR

SHEET PILE WEIR

PROPOSED RIP RAP

LIMIT OF WORK LINE

SILT FENCE

RIPARIAN BUFFER ZONE

PERMANENT SEED AND MULCH

MATCH EXISTING STONE ACCESS ROAD

ENVIRONMENTAL MORATORIUM 15 FEBRUARY TO 30 JUNE. NO CONSTRUCTION PERMITTED DURING THIS MORATORIUM.

ACCESS ARRANGED BY

CITY OF GOLDSBORO.

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE

AND TEMPORARY GRAVEL

CONSTRUCTION ROAD PER

DETAILS ON C501.

THE CONTRACTOR SHALL MAINTAIN THE EXISTING

ACCESS ROAD TO THE CONSTRUCTION SITE

AT ALL TIMES DURING THE CONTRACT. THE

CONTRACTOR SHALL NOT INTERFERE WITH THE

DAILY OPERATION OF MAR MAC AGGREGATES

OR PREVENT ACCESS TO MAR MAC AGGREGATES

BY THE PERSONNEL RESPONSIBLE FOR OPERATIONS.

UPON COMPLETION OF THE CONTRACT WORK, THE

CONTRACTOR SHALL RESTORE THE EXISTING ACCESS

ROAD, ALL TEMPORARY STAGING AREA OR ANY DAMAGED

PRIVATE PROPERTY TO ITS ORIGINAL OR BETTER CONDITION.

SILT FENCE

SEE DETAIL SHEET C501

SF SF

REROUTE EXISTING ACCESS ROAD AS REQUIRED AROUND

PROPOSED WEIR. MATCH EXISTING ROAD MATERIAL.

PS MU

TYP. REGRADE SIDE SLOPES AS

REQUIRED TO OBTAIN 3:1 MAX SLOPE.

HORIZONTAL SCALE 1"=30'

WASH DOWN AREA

PS MU

CONSTRUCTION PLAN

TOP OF PROPOSED WEIR: ELEV. 58

ELEV. 33

TOP OF SECTION 408 WEIR:

ELEV. 55.95

ELEV. 29

TOP OF USACE WEIR: ELEV. 55

ELEV. 32

15'

5' 25'

PROPOSED WEIR.

10'

1' MAX

APPROXIMATE EXISTING TOP OF RIP RAP SURFACE

NORMAL WATER LINE +/- 56

JOIN EXISTING RIP RAP

ELEVATION APPROX. 42'

EXISTING BENT OVER WEIR

TO BE CUTOFF 18 INCHES BELOW

TOP OF EXISTING RIP RAP.

50' LIMITS OF RIP RAP PER 1968 PLANS 120.00' LIMITS OF RIP RAP PER 1968 PLANS 130' LIMITS OF RIP RAP PER 1983 PLANS

EXISTING TOP OF RIP RAP

ASSUMED NATURAL GRADE, ACTUAL UNKNOWN

NCDOT CLASS II RIP RAP

30" MIN THCKNESS

9" LAYER OF BEDDING STONE

ASTM C-33 NO. 1 STONE

NON-WOVEN GEOTEXTILE

30"

ASSUMED NATURAL GRADE,

ACTUAL UNKNOWN

REUSE PREVIOUSLY EXCAVATED RIP RAP, AS

AVAILABLE. TOP 30" SHALL BE NCDOT CLASS II RIP RAP.

1' MAX

TOP OF RIP RAP: ELEV. 55

EXISTING SECTION 408

WEIR TO BE COMPLETELY REMOVED.

REMOVE RIP RAP TO NATURAL GRADE

AS REQUIRED FOR INSTALLATION OF SHEET

PILE WEIR AND REMOVAL OF EXISTING WEIRS

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Horizontal Scale: 1":10', Vertical Scale: 1':5"

PROPOSED CROSS SECTION OF WEIR1

C102 ENVIRONMENTAL MORATORIUM 15 FEBRUARY TO 30 JUNE. NO CONSTRUCTION PERMITTED DURING THIS MORATORIUM.

WEIR SECTION

STATION

-0+50 0+00 1+00 2+00 3+00 3+50

1' T

300' FEDERAL EASEMENT

EXISTING ACCESS ROAD

TO BE REROUTED, AS REQUIRED

FOR NEW WEIR

N C

D O

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APSTA. 0+71.88

EL. 58.00

STA. 2+01.64

EL. 58.00

STA. 0+41.85

EL. 68.79

STA. 2+35.46

EL. 70.35

STA. 0+29.85

EL. 68.79

STA. 2+47.46

EL. 70.35

APPROXIMATE NATURAL GRADE; EXCAVATE

EXISTING RIP RAP AS REQUIRED

TO INSTALL NEW SHEET PILE.

REUSE PREVIOUSLY EXCAVATED RIP RAP, AS

AVAILABLE. ADDITIONAL RIP RAP PLACEMENT

SHALL BE NCDOT CLASS II RIP RAP. PLACE RIP

RAP OVER BEDDING STONE OVER

NON-WOVEN GEOTEXTILE. RIP RAP TO BE

PLACED LEVEL FOR 15' DOWNSTREAM OF THE

PROPOSED

WEIR AND THEN TAPERED DOWN TO TIE IN

WITH EXISTING RIP RAP. SEE SHEETS C101

AND C102.

30" THICK LAYER OF NCDOT CLASS II

RIPRAP OVER NON-WOVEN

GEOTEXTILE TO BE PLACED ALONG

SIDESLOPES FOR A DISTANCE OF 15'

DOWNSTREAM OF PROPOSED WEIR.

FEDERAL EASEMENT

NON WOVEN GEOTEXTILE

EXISTING SURFACE

(TOP OF EXISTING RIP RAP)

PROPOSED SURFACE

(TOP OF PROPOSED RIP RAP)

TYP. REGRADE SIDE SLOPES

AS REQUIRED TO OBTAIN

3H:1V MAX SLOPE

PREVIOUSLY EXCAVATED RIP RAP

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TOP OF

WEIR = 58'

ELEV. 33

1 MAX

C103 Horizontal Scale: 1":20', Vertical Scale: 1":4'

PROFILE OF PROPOSED WEIR 1

ENVIRONMENTAL MORATORIUM 15 FEBRUARY TO 30 JUNE. NO CONSTRUCTION PERMITTED DURING THIS MORATORIUM.

CONSTRUCTION NOTES:

1. ENVIRONMENTAL MORATORIUM 15 FEBRUARY TO 30 JUNE. NO CONSTRUCTION PERMITTED DURING THIS

MORATORIUM.

2. RIP RAP SHALL BE NCDOT CLASS II. BEDDING STONE SHALL BE ASTM C-33 NO. 1 STONE..

3. NEW SHEET PILE TO BE PZ 27, A572-GR50 STEEL OR EQUIVALENT.

1 MAX

WEIR PROFILE

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PUBLIC

OAD

50' MINIMUM

SEE CG700 SERIES FOR LOCATION

' M

IN.

50' MIN.

DESIGN CRITERIA

AGGREGATE SIZE—USE NCDOT CLASS "A" STONE. DIMENSIONS OF GRAVEL

PAD—THICKNESS: 8 INCHES MINIMUM WIDTH: 20-FEET MINIMUM OR FULL WIDTH AT

ALL POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER

LENGTH: 50-FEET MINIMUM

LOCATION—LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT

FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL

CONSTRUCTION VEHICLES AVOID STEEP GRADES, AND ENTRANCES AT CURVES IN

PUBLIC ROADS.

WASHING—IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND

SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE

TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED

WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE

DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE

CONVENIENT AND EFFECTIVE.

CONSTRUCTION

1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER

OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.

2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE

PLANS, AND SMOOTH IT.

3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE

OUTLET.

4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION

IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

MAINTENANCE

MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM

LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH

2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP

SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL

OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC

ROADWAYS.

POST CONSTRUCTION

CONTRACTOR TO RESTORE PAVEMENT OF THE PUBLIC ROAD TO EXISTING

CONDITIONS AFTER ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.

NCDOT CLASS "A" STONE

8" MIN DEPTH

GEOTEXTILE UNDER LAYER

TEMPORARY SILT FENCE NOTES:

1. THE CONTRACTOR SHALL COMPLETE ALL TEMPORARY SILT FENCE INSTALLATION PRIOR TO

COMMENCEMENT OF CLEARING AND EARTHWORK OPERATIONS.

2. WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6

LINE WIRES WITH 12" STAY SPACING.

3. FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH. FILTER FABRIC SHALL BE FASTENED

ADEQUATELY TO THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.

4. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE OF THE SELF-FASTENER

ANGLE STEEL TYPE.

5. THE CONTRACTOR SHALL INSPECT TEMPORARY SILT FENCE AT LEAST ONCE EVERY 7 DAYS

AND AFTER ANY SIGNIFICANT STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE

SITE. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS

NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE

PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

6. THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT STATE WATER QUALITY

STANDARDS OUTSIDE OF THE CONSTRUCTION AREA ARE NOT VIOLATED. ALL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION

AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND WATER QUALITY CERTIFICATION 4136.

VARIES AS DIRECTED BY THE CONTRACTING OFFICER

OR HIS/HER DESIGNATED REPRESENTATIVE

8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE

MIN. 10 GA

TOP AND

BOTTOM WIRES

MIN 12.6 GA. VERTICAL WIRES

FILTER

FABRIC

2' M

) STEEL POST

(TYP)

MIN. 12.5 GA

INTERMEDIATE

WIRES

2' M

" F

3' M

STEEL POST

WIRE FABRIC

36" MIN WIDTH

FILTER FABRIC

GROUND LINE

COMPACTED FILL

C501

NTS

TEMPORARY SILT FENCE DETAIL (REF. NCDOT STANDARD 1605.01)1

NTS

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (REF. NCDOT STANDARD 1607.01)2

NTS

CONSTRUCTION ROAD STABILIZATION3

EXISTING

EARTHEN

PATH

NCDOT CLASS "A" STONE

20'

CONSTRUCTION ROAD NOTES:

1. CLEAR ROAD BED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE

MATERIAL.

2. PROVIDE POSITIVE DRAINAGE

3. SPREAD 6" COURSE OF NCDOT CLASS "A" STONE EVENLY OVER THE FULL

WIDTH OF ROAD AND SMOOTH TO AVOID DEPRESSIONS.

4. AS SOON AS CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL REMOVE

TEMPORARY CONSTRUCTION ROAD STABILIZATION AND RESEED DISTURBED

AREA.

ALL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IN ACCORDANCE

WITH THE NORTH CAROLINA EROSION AND

SEDIMENT CONTROL PLANNING AND

DESIGN MANUAL.

AutoCAD SHX Text

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WILMINGTON, NORTH CAROLINA

GOLDSBORO CUTOFF

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STREAM BANK

EROSION CONTROL PROJECT

SITE PLAN & DRAWING INDEX

'20 Jui'IE- 1"155

DRAWING NUMBER

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EXISTING GOHTOUR'S

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REVISION DATE DESCRIPTION BY

U. S. ARMY ENGINEER DISTRICT, WILMINGTON

, DESIGNED BY:

D\VB

DRAWN BY: TRACED SY:

DWB \VKe>

CHECKED BY:

SUBMITTED:

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DA,TE

'20 JUNE 8:7

SCALE: 4"? SHO~H

CORPS OF ENGINEERS

WILMINGTON, NORTH CAROLINA

GOLDSBORO CUTOFF

NEUSE RIVER, NORTH CAROLINA

STREAM BANK

EROSION CONTROL PROJECT

PLAN I TYPICAL SECTIONS

AND TOE DETAILS

STATIONS 1+20 TO 4+50

DRAWING NUMBER PLATE NO.

NR 102-01-05 P-2

SHEET 2 OF 3

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DRAWN BY: TRACED BY:

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SUBMITTED:

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CHIEF DESIGN BRANCH

DATE

20 JUNE 83

SCALE: 1>.? oS\.\owt-1

CORPS OF ENGINEERS

WILMINGTON, NORTH CAROLINA

GOLDSBORO CUTOFF

NEUSE RIVER, NORTH CAROLINA

STREAM BANK

EROSION CONTRQL PROJECT

CROSS SECTIONS FOR STATIONS

1+00 TO 5+50, AND PLAN & SECTION

FOR SIDE DRAINAGE STRUCTURE

DRAWING NUMBER PLATE NO.

NR 102-01-05 P-3

SHEET 3 OF 3

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.iS CHECK DAM CONSTRUCTION

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NOTE• STATIONING MEASURED

ALONG CENTERLINE

CURVE DATA

tJ; 34° 30'

R • 1760.08'

T• 546.5' D• 03°15' r .•

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STA.O+OO

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. DRAWING. SCHEDULE .

SHEET· 1· GENERAL MAP · .·.·.·.

SHEET. 2 PLAN S DETAILS .

SHEET ·.3 PLAN S DETAILS

SHEET 4 . ·CHECK DAM PLAN 8 DETAILS

. SAFI.'Tf HA Vj; YO!J CHeCKED YOUR U.f)!JERS FOil. SAFETY

· .. · 2

·. . ·. '"'"' .. -<!'. '}<I

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DATE. 15 APR 1968

1'1 c, (jl

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LEGEND

RIGHT-OF- WAY

• UTILITY LINE

FARM PATH

x......,-x--x--x FENCE t CEMETERY

C 04\JTRACi a PF-1 cE

U. S. ARMY ENGINEER DISTRICT. WILMINGTON

CORPS OF ENGINEERS

GOLDSBORO, NEUSE RIVER, N.C.

REPAIRS TO CUT-OFF

GENERAL MAP

CODE JDQJT. NO. DRAWING N'UMBER

F NR-105-68'-1

SCAL£< 1• 3000 OF 4

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BACKFILL· TO

1--c-'-~. 54----'-----:----,---~~--?__;_.----i i

BACKFILL

0 .,..

SECTION B-8

SCALE 1"=!0'

ELEV. 70.0'

2.5''----,.

RIPRAP 1.5'

SECTION A...:.A

SCALE 1"=10'

' i ' .

EXISTING

APPROX. EXISTING

GROUND

· ... 4

RIPRAP ELE\1 500'

50~ C\J

EL.54.0

EL50.0 -""-'<-""

BACKFILL

RIPRAP 1.5'

BEDDING 1.0'

'---2.5

' ' J ~· -·

. i •.

SECTION C-C

SCALE: 1"=10'

' J _' • '

33' -18" C.M PIPE WITH 2 '

FLARED END SECTIONS

LEGEND

y y T I

JTC )TC

. I ; .

EXISTING CONTOURS

ALTERED CONTOURS

CUT SLOPE

Fl LL SLOPE

ROCK PROTECTION

IRON PIPE

UTILITY POLE

EXISTING Rl PAAP

J :.

EXISTING RIPRAP TO BE RE.MOVED

'I '-

~-------------------ro--________ _

RIGHT- OF- LIN£

A...,

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PLAN VIEW

SCALE i"= 20'

C\J C\J

-1- C\J

SAFETY

I:IAVE YOU CHI::tKED YOW< LADDI.:RS f-'()R SMfiT'f

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0 B M USCE I.D. CAP ON

2 ,..-RAIL ON SOUTHWEST

I' ELE\1 75.85' M S L

C\J

.U. S. ARMY ENGINEER DISTRICT,

CORPS OF ENGINEERS

·GOLDSBORO, NEUSE RIVER, N.C.

REPAIRS TO CUT-OFF

PLAN 8 [)ETA I LS

CODE !DENT. NO.· DRAWING N,UMBER

F N R - 105 - 68 .,. !.

15 APR! 1968

. '.-C- '

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FOR R

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SCALE; I"= 10'

.. 2.5 '!;..c·~-'

I j

I :;?'

(I)

_rr>

I I i'

M RIPRAP

50.0'

PLAN VIEW

SQALE: I"~ 20'

~. i

RIPRAP l.p'

BACKFILL

ELEV. 48.0'

. I .

RIPRAP ELEV. 67.0'

STING

<J) r<1 ' •

SECTION "B..,B"

SCALE.: I"= 10_'

2.5

SECTION "C-C"

SCALE: I"= 10'

FLOW

APPROX. EXISTING .

GROUND

<t r<)

NOTE : SEE SHEET 2 OF4 FOR LEGEND;

·. ·-·. . 'SAfErY

-~· ... HAVE YOU CHECKED YOURLADDERS FOR SAFETY_

TIN

GOLDSBORO'· NEUSE RIVER, N.C.

REPAIRS TO ·CUT-OfF t • ', PLAN 8 DEtAILS

··. 'N R- 105-

FOR R

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~:!LEV. 56.0'

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GROUtiNG. OPTION

NO, • SCALE

CHECK DAM . SECTION

l~ •0

NO SCALE

EXISTING. GROUND )-INE

SECTION "A-A'

''8:-8" .

FLOW--.-

IRON PIPE STA.45+

STA. 46 + 20

BACKFILL TO

EXIST. GROUND

ELEV.

:::il 3:

' 0:

l() ...

ELEV. 56.0'

ELEV. 3 3.0'

I I

PLAN.

. SCALE: !"• 20'

PILES • IOQS' 28

I I

·o

( • • I

2.0 1 r-

1/ I .

1 I

GROUND LIN

R I W CENTERLINE PROFILE

SECT I ON ''A-A"

SCALE : HORIZONTAL I",. 2.0'

VERTICAL I"-= 5"

1<1

1<1 ...

I ELEV. 50.0'

r<l ...

w z .J, ' 0::: .

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NORTH

EXIST.

·RIGHT-OF-WAY

INCREASED RIPRAP

CHA~GED, GROUTING TO

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PROFILE (d.)OELINEATED BEDDING STONE BOTTOM AND RlPRAP AS TYPE I 8 2

Rl PRAP . END SECTION

ISOMETRIC VIEW

. NO SCALE

OF-WAY LINE·

~80

DATE

R.E.H.

' j

' r

SOUTH RIGHT- OF- WAY LINE

USCE L D. CAP IN

POWER POLE, ELEV. 13.62'

NOTE: SEE SHEET 2 OF 4 FOR LEGEND.

U. S. ARMY 'E;NGINEER DISTRICT. WILMI

'CORPS OF. E!"!G_INtERS

GOLDSBORO, NEUSE R.IVER, N.C.

REPAIRS TO CUT-OFF

CHECK DAM PLAN 8 QETAI LS

COD[ !DENT. NO. SIZE DRAW!

F NR-105-68-1

sc•,eoSHOWN 15 APRIL 1968

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WILMINGTON. NORTH CAROL!NA

GOLDSBORO I NEUSE RIVER I N.C.

REPAIRS TO CUT-OFF

- C_ROSS -SECTIONS

STA. 6t50 TO STA.22t00 .

CODE IOEN1. NO. SIZE j DRAWING NUMBER

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SCALE: I SHEET -

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A . U_ s_ ARMY ENGINEER DISTRICT, WILMINGTON A

CORPS OF ENGINEERS

WILMINGTON. NORTH CAROLINA

GOLDSBORO, NEUSE RIVER, N.C.

REPAIRS TO CUT-OFF

CROSS- SECTIONS

STA.23t00 TO STA. 38t00 .

COD£ !DENT. NO_ SIZE DRAWING NUMBER

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U S ARMY ENGINEER DISTRICT. WILMINGTON

CORPS Of E.NGINF~RS

W'l.MINGTON ~WRTH CAROLINA

GOLDSBORO, NEUSE RIVER, N.C.

REPAIRS TO CUT-OFF

CROSS- SECTIONS

STA.39t00 TO STA. 54 tOO

,.C'Df IDfNT NO i SIZE DRAWING NUMBER

. IF I . . · .•

SCAlf ' SHEET

I c i

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1-[ i I I I I

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FOR R

EFERENCE

k7ecphw9

R-16

5 4 2 1

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A u s. ARMY ENGINEER DISTRICT. WILMINGTON A .

CORPS OF ENGINEERS

WILMINGTON. NORTH CAROLINA

GOLDSBORO, NEUSE RIVER, N.C.

REPAIRS TO CUT-OFF

. CROSS- SECTIONS .

STA.39t00 TO STA. 54 tOO

CODE I DENT. NO . SIZE DRAWING NUMBER

F . .

SCALE: I SHEET

5 4 3 I, 2 1 >of tH· ot':> .

FOR R

EFERENCE

k7ecphw9

R-17

General

G000

G001

Civil

VF101

C101

C102

C103

C501

Combined Reference Drawings.pdf

Exhibit A

Neuse River Cut-Off PLANS

USACE Drawings

Streambank Erosion Control Project - Goldsboro Cutoff

IFB No. DACW54-83-B-0029

Cover

P-1 SITE PLAN & DRAWING INDEX

P-2 PLAN, TYPICAL SECTIONS AND TOE DETAILS STATIONS 1+20 TO 4+50

P-3 CROSS SECTIONS FOR STATIONS 1+00 TO 5+50, AND PLAN SECTIONS FOR SIDE DRAINAGE STRUCTURE

Repairs to Cutoff - April 1968

GENERAL MAP

PLAN & DETAILS

CHECK DAM PLAN & DETAILS

CROSS SECTIONS STA. 6+50 TO 22+00

CROSS SECTIONS STA. 23+00 TO 38+00

CROSS SECTIONS STA. 39+00 TO 54+00

File details come from the government source that posted it. Updated Jul 16, 2020.