DWGS 210033.pdf

12 MB Posted

Attached to
Flounder Road and Onslow Beach Road Culvert Repairs
Solicitation number
N4008522R2702
Issued by

View the file

Other files

File Type Posted
Amendment 0002.pdf PDF
Amendment 0001.pdf PDF
Amendment 0001.pdf PDF
RFP 210033.pdf PDF
SPECS 210033.pdf PDF
SOW 210033.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DISCLOSURE OF INFORMATION

CONTRACTOR SHALL COMPLY AS FOLLOWS:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

T001

ONSLOW BEACH ROAD

LANDFILL

ROICC OFFICE

BLDG 1005

C

I

T

N

A

L

T

A

N

E

U

S

E

N

E

W

R

I

V

E

R

Swansboro

U

S

Bolton

Delco

Acme

Leland

Wilmington

Scott Hill

Hampstead

CAMP LEJUENE

Holly Ridge

Folkstone

Dixon

Verona

Words Corner

Burgaw

Wallace

Jacksonville

Richlands

Beulaville

Rosehill

Magnolia

Warsaw

OAK GROVE

Havelock

Maysville

Pollacksville

New Bern

Tuscarora

Hill

Pink

Comfort

Trenton

Dover

Kinston

Springs

US 70

Mt. Olive

Seven

Goldsboro

N

A

E

C

O

Morehead City

Beaufort

Otway

CHERRY POINT

R

I

V

E

R

GRAPHIC SCALE IN MILES

N

C

21-0033

FLOUNDER ROAD AND

10 10 20

CULVERT REPAIRS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text 60036594

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

LOCATION MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.

AutoCAD SHX Text

SCALE: 1" = 6000'

AutoCAD SHX Text

NORTHEAST CREEK

AutoCAD SHX Text A T L A N T I C O C E A N

AutoCAD SHX Text N E W R I V E R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEJEUNE BLVD

AutoCAD SHX Text

TO WILMINGTON

AutoCAD SHX Text %%uHOLLY RIDGE

AutoCAD SHX Text

VERONA LOOP ROAD

AutoCAD SHX Text

PADGETT RD

AutoCAD SHX Text

HAWS RUN RD

AutoCAD SHX Text

DAWSON CABIN RD

AutoCAD SHX Text

HIGH HILL RD

AutoCAD SHX Text

COSTON RD

AutoCAD SHX Text

CHATEAU RD

AutoCAD SHX Text

CC RD

AutoCAD SHX Text

SHEPARD

AutoCAD SHX Text

RD

AutoCAD SHX Text

NEW RIVER INLET RD

AutoCAD SHX Text

RANGE RD

AutoCAD SHX Text

DIXON-SNEADS FERRY RD

AutoCAD SHX Text

OCEAN DRIVE

AutoCAD SHX Text

BEACH RD

AutoCAD SHX Text

MARINES RD

AutoCAD SHX Text

LYMAN RD

AutoCAD SHX Text

OLD BEAR CREEK RD

AutoCAD SHX Text

PINEY GREEN RD

AutoCAD SHX Text

HOLCOMB BLVD

AutoCAD SHX Text

BREWSTER BLVD

AutoCAD SHX Text

CURTIS

AutoCAD SHX Text

STONE ST

AutoCAD SHX Text

STONE BAY

AutoCAD SHX Text

FRENCH

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MAIN SERVICE RD

AutoCAD SHX Text

INTRACOASTAL WATERWAY

AutoCAD SHX Text %%uNEW RIVER INLET

AutoCAD SHX Text

MEANS HIGH WATER +1.50

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS LOW WATER -1.50

AutoCAD SHX Text %%uSNEADS FERRY

AutoCAD SHX Text

MEANS HIGH WATER +1.10

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS LOW WATER +0.35

AutoCAD SHX Text

MEANS LOW WATER +0.50

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS HIGH WATER +1.00

AutoCAD SHX Text %%uTOWN POINT

AutoCAD SHX Text

LEJEUNE RAILROAD

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

SEABOARD COAST LINE RAILROAD

AutoCAD SHX Text

SNEADS FERRY RD

AutoCAD SHX Text

SETH

AutoCAD SHX Text

WALLACE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

SOUTHWEST CREEK

AutoCAD SHX Text

WILSON

AutoCAD SHX Text

BAY

AutoCAD SHX Text

TRAPS

AutoCAD SHX Text

BAY

AutoCAD SHX Text

CHADWICK

AutoCAD SHX Text

BAY

AutoCAD SHX Text

HOWARD BAY

AutoCAD SHX Text

COURTHOUSE

AutoCAD SHX Text

BAY

AutoCAD SHX Text

ELLIS

AutoCAD SHX Text

COVE

AutoCAD SHX Text

TO

AutoCAD SHX Text

MOREHEAD CITY

AutoCAD SHX Text

BEAR

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

BEAR

AutoCAD SHX Text

INLET

AutoCAD SHX Text

STONE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MILL

AutoCAD SHX Text

STONE CREEK

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MUDDY

AutoCAD SHX Text

MILL CREEK

AutoCAD SHX Text

TOWN

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

LEWIS

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

HURST

AutoCAD SHX Text

CR.

AutoCAD SHX Text

SNEADS

AutoCAD SHX Text

FERRY

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TARAWA

AutoCAD SHX Text

TERRACE

AutoCAD SHX Text

KNOX

AutoCAD SHX Text

TR. PARK

AutoCAD SHX Text

MONTFORD

AutoCAD SHX Text

LANDING RD

AutoCAD SHX Text

MIDWAY

AutoCAD SHX Text

PARK

AutoCAD SHX Text

NAVAL

AutoCAD SHX Text

HOSPITAL

AutoCAD SHX Text

FRENCH

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

AREA

AutoCAD SHX Text

MAGAZINE

AutoCAD SHX Text

AREA

AutoCAD SHX Text

HADNOT

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

INDUSTRIAL

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PARADISE

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

RIFLE

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

AMPHIBIAN

AutoCAD SHX Text

BASE

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AREA

AutoCAD SHX Text

TRIANGLE

AutoCAD SHX Text

OUTPOST

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

AREA

AutoCAD SHX Text

BERKELEY

AutoCAD SHX Text

MANOR

AutoCAD SHX Text

WATKINS

AutoCAD SHX Text

VILLAGE

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

GEIGER

AutoCAD SHX Text

NEW RIVER

AutoCAD SHX Text

AIR STATION

AutoCAD SHX Text

BROWNS

AutoCAD SHX Text

INLET

AutoCAD SHX Text

EVERETT CREEK

AutoCAD SHX Text

WILLI

AutoCAD SHX Text

AMS

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

GOLF

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

SWAMP

AutoCAD SHX Text

BELL

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12000

AutoCAD SHX Text

AutoCAD SHX Text 24000

AutoCAD SHX Text

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

FREEMAN

AutoCAD SHX Text

MILL RUN

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

BRINSON CREEK

AutoCAD SHX Text

HOPE ROAD

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

DUCK CREEK

AutoCAD SHX Text

GREATER SANDY RUN AREA

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MONTFORD

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PAVILION

AutoCAD SHX Text

MARINA

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PHEONIX

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

FLAMINGO

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

TURKEY

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

OWL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

LHA

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

ORIOLE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SANDPIPER

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

EGRET

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CANARY

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

DOVE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PLOVER

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

HERON

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

HAWK

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

DODO

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

GOOSE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

FALCON

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

OSPREY

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

QUAIL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

ALBATROSS

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

BLUEBIRD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

JAYBIRD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CRANE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

GULL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PENGUIN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

LARK

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PIGEON

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

TERN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

COOT

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SWAN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

WOODPECKER

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

ROBIN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SPARROW

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

MALLARD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

KIWI

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

EAGLE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PARROT

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CONDOR

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CARDINAL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PARTRIDGE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SNIPE

AutoCAD SHX Text

FRENCH CREEK BORROW PIT

AutoCAD SHX Text

VICINITY MAP - CAMP LEJEUNE, N.C.

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

NAVFAC DWG NO.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text 60036594

AutoCAD SHX Text T001

AutoCAD SHX Text

TITLE PAGE

AutoCAD SHX Text C100

AutoCAD SHX Text

SITE 1 EXISTING CONDITIONS

AutoCAD SHX Text

SITE 1

AutoCAD SHX Text

SITE 1 ADDITIONAL EXISTING CONDITIONS

AutoCAD SHX Text

SITE 1 ADDITIONAL EXISTING CONDITIONS CONTINUED

AutoCAD SHX Text

SITE 1 EXISTING CONDITIONS WITH PROFILE

AutoCAD SHX Text

SITE 1 NEW WORK SITE PLAN

AutoCAD SHX Text

SITE 2

AutoCAD SHX Text C101

AutoCAD SHX Text C102

AutoCAD SHX Text C103

AutoCAD SHX Text C104

AutoCAD SHX Text C105

AutoCAD SHX Text C106

AutoCAD SHX Text

SITE 2 EXISTING CONDITIONS AND NEW WORK

AutoCAD SHX Text

SITE DETAILS - CONCRETE HEADWALL

AutoCAD SHX Text C107

AutoCAD SHX Text

SITE DETAILS - GENERAL

AutoCAD SHX Text 60036595

AutoCAD SHX Text 60036596

AutoCAD SHX Text 60036597

AutoCAD SHX Text 60036598

AutoCAD SHX Text 60036599

AutoCAD SHX Text 60036600

AutoCAD SHX Text 60036601

AutoCAD SHX Text 60036602

AS606

AS605

MH AS108

A

S

A

S

A

S

G

G

AS606-2

AS606-1

F L O

U

N

D

O

A

D

C

U

R

T

A

D

DISCLOSURE OF INFORMATION

CONTRACTOR SHALL COMPLY AS FOLLOWS:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C100

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND

LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..

THIS PROJECT WILL PROVIDE DUAL WALL HDPE PIPE AND GROUT AS A LINER FOR

EXISTING 30" CORRUGATED METAL PIPE AND 24" REINFORCED PIPE.

1. CONTRACTOR SHALL REMOVE ALL EXISTING SOIL/STONE AND WATER FROM

THE EXISTING PIPE PRIOR TO PLACEMENT OF NEW PIPE LINER.

2. PLACE NEW DUAL WALL 24" HDPE PIPE LINERS IN THE EXISTING 30" X 60'

CORRUGATED STEEL CULVERT AT SITE 1. CULVERT LINERS MUST MEET

AASHTO STANDARD M326. PROVIDE PRODUCT DATA TO GOVERNMENT FOR

APPROVAL.

3. VOID BETWEEN LINER AND EXISTING CULVERT IS TO BE FILLED WITH GROUT.

PROVIDE PRODUCT DATA TO THE GOVERNMENT FOR APPROVAL.

4. INSTALL NEW PRECAST HEADWALLS ON EACH END OF THE NEW PIPE AT SITE 1.

SEE SHEET C106. PROVIDE PRODUCT DATA TO GOVERNMENT FOR APPROVAL.

5. BACKFILL THE WASHED OUT AREA UNDER THE SIDEWALK AT SITE 1 WITH

APPROVED FILL. INSTALL NEW SECTION OF SIDEWALK OVER THE PIPE TO

MATCH THE EXISTING SIDEWALK. SEE SHEET C107 DETAIL "C".

6. RESEED ANY DISTURBED AREAS.

G

FIBER OPTIC

TELEPHONE

PRI./SEC. UNDERGROUND ELEC.

RECREATIONAL TRAIL

ROADWAY CENTERLINE

ROADWAY

DITCH/SWALE

STORMWATER PIPE

FENCE

WATER MAIN

GRAVITY SEWER

FORCE MAIN

BUILDING

ELEC. MANHOLE

TRANSFORMER

GENERATOR

WATER METER

GATE VALVE

STORM INLET

COMM RISER

WASTEWATER MANHOLE

PUMP STATION

PIPE TO BE LINED

SEE SHEET C107

DETAIL "A"

AREA CONTAINS EXISTING GAS LINE

AND UNDERGROUND ELECTRIC

NOT DEPICTED ON EXISTING CONDITIONS.

SEE SHEETS C101 THRU C103 FOR

ADDITIONAL EXISTING

CONDITIONS

PIPE - PLAN SOUTH PIPE - PLAN NORTH

N

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

PS

AutoCAD SHX Text

PS

AutoCAD SHX Text

SS

AutoCAD SHX Text M

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE 1 EXISTING CONDITIONS

AutoCAD SHX Text 60036595

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

SCOPE OF WORK:

AutoCAD SHX Text

NEW WORK NOTES:

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SS

AutoCAD SHX Text M

AutoCAD SHX Text

PS

AutoCAD SHX Text E

LEGEND

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C101

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND

LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..

1. CONTRACTOR SHALL REMOVE ALL EXISTING SOIL/STONE AND WATER FROM

THE EXISTING PIPE PRIOR TO PLACEMENT OF NEW PIPE LINER.

2. PLACE NEW DUAL WALL 24" HDPE PIPE LINERS IN THE EXISTING 30" X 60'

CORRUGATED STEEL CULVERT AT SITE 1. CULVERT LINERS MUST MEET

AASHTO STANDARD M326. PROVIDE PRODUCT DATA TO GOVERNMENT FOR

APPROVAL.

3. VOID BETWEEN LINER AND EXISTING CULVERT IS TO BE FILLED WITH GROUT.

PROVIDE PRODUCT DATA TO THE GOVERNMENT FOR APPROVAL.

4. INSTALL NEW PRECAST HEADWALLS ON EACH END OF THE NEW PIPE AT SITE 1.

SEE SHEET C106. PROVIDE PRODUCT DATA TO GOVERNMENT FOR APPROVAL.

5. BACKFILL THE WASHED OUT AREA UNDER THE SIDEWALK AT SITE 1 WITH

APPROVED FILL. INSTALL NEW SECTION OF SIDEWALK OVER THE PIPE TO

MATCH THE EXISTING SIDEWALK. SEE SHEET C107 DETAIL "C".

6. RESEED ANY DISTURBED AREAS.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE 1 ADDITIONAL EXISITING CONDITIONS

AutoCAD SHX Text 60036596

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

GENERAL NOTES:

NEW WORK NOTES:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C102

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND

LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..

1. CONTRACTOR SHALL REMOVE ALL EXISTING SOIL/STONE AND WATER FROM

THE EXISTING PIPE PRIOR TO PLACEMENT OF NEW PIPE LINER.

2. PLACE NEW DUAL WALL 24" HDPE PIPE LINERS IN THE EXISTING 30" X 60'

CORRUGATED STEEL CULVERT AT SITE 1. CULVERT LINERS MUST MEET

AASHTO STANDARD M326. PROVIDE PRODUCT DATA TO GOVERNMENT FOR

APPROVAL.

3. VOID BETWEEN LINER AND EXISTING CULVERT IS TO BE FILLED WITH GROUT.

PROVIDE PRODUCT DATA TO THE GOVERNMENT FOR APPROVAL.

4. INSTALL NEW PRECAST HEADWALLS ON EACH END OF THE NEW PIPE AT SITE 1.

SEE SHEET C106. PROVIDE PRODUCT DATA TO GOVERNMENT FOR APPROVAL.

5. BACKFILL THE WASHED OUT AREA UNDER THE SIDEWALK AT SITE 1 WITH

APPROVED FILL. INSTALL NEW SECTION OF SIDEWALK OVER THE PIPE TO

MATCH THE EXISTING SIDEWALK. SEE SHEET C107 DETAIL "C".

6. RESEED ANY DISTURBED AREAS.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE 1 ADDITIONAL EXISTING CONDITIONS CONTINUED

AutoCAD SHX Text 60036597

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

GENERAL NOTES:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C103

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND

LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..

1. CONTRACTOR SHALL REMOVE ALL EXISTING SOIL/STONE AND WATER FROM

THE EXISTING PIPE PRIOR TO PLACEMENT OF NEW PIPE LINER.

2. PLACE NEW DUAL WALL 24" HDPE PIPE LINERS IN THE EXISTING 30" X 60'

CORRUGATED STEEL CULVERT AT SITE 1. CULVERT LINERS MUST MEET

AASHTO STANDARD M326. PROVIDE PRODUCT DATA TO GOVERNMENT FOR

APPROVAL.

3. VOID BETWEEN LINER AND EXISTING CULVERT IS TO BE FILLED WITH GROUT.

PROVIDE PRODUCT DATA TO THE GOVERNMENT FOR APPROVAL.

4. INSTALL NEW PRECAST HEADWALLS ON EACH END OF THE NEW PIPE AT SITE 1.

SEE SHEET C106. PROVIDE PRODUCT DATA TO GOVERNMENT FOR APPROVAL.

5. BACKFILL THE WASHED OUT AREA UNDER THE SIDEWALK AT SITE 1 WITH

APPROVED FILL. INSTALL NEW SECTION OF SIDEWALK OVER THE PIPE TO

MATCH THE EXISTING SIDEWALK. SEE SHEET C107 DETAIL "C".

6. RESEED ANY DISTURBED AREAS.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE 1 EXISTING CONDITIONS WITH PROFILE

AutoCAD SHX Text 60036598

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

GENERAL NOTES:

AS606

A

S

A

S

B

A

A

F L O

U

N

D

A

D

C

U

R

T

A

D

C

DISCLOSURE OF INFORMATION

CONTRACTOR SHALL COMPLY AS FOLLOWS:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C104

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND

LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..

G

FIBER OPTIC

TELEPHONE

PRI./SEC. UNDERGROUND ELEC.

RECREATIONAL TRAIL

ROADWAY CENTERLINE

ROADWAY

DITCH/SWALE

STORMWATER PIPE

FENCE

WATER MAIN

GRAVITY SEWER

FORCE MAIN

BUILDING

ELEC. MANHOLE

TRANSFORMER

GENERATOR

WATER METER

GATE VALVE

STORM INLET

COMM RISER

WASTEWATER MANHOLE

PUMP STATION

NEW CONCRETE

A

B

C

NEW PRECAST REINFORCED

CONCRETE HEAD WALL, SEE SHEET C106

REPAIR RECREATIONAL TRAIL WASHOUT

SEE SHEET C107 DETAIL "C"

EXISTING 30" CORRUGATED METAL PIPE

TO BE REPAIRED, SEE SHEET C107 DETAIL "A"

KEY NOTES:

1. CONTRACTOR SHALL REMOVE ALL EXISTING SOIL/STONE AND WATER FROM

THE EXISTING PIPE PRIOR TO PLACEMENT OF NEW PIPE LINER.

2. PLACE NEW DUAL WALL 24" HDPE PIPE LINERS IN THE EXISTING 30" X 60'

CORRUGATED STEEL CULVERT AT SITE 1. CULVERT LINERS MUST MEET

AASHTO STANDARD M326. PROVIDE PRODUCT DATA TO GOVERNMENT FOR

APPROVAL.

3. VOID BETWEEN LINER AND EXISTING CULVERT IS TO BE FILLED WITH GROUT.

PROVIDE PRODUCT DATA TO THE GOVERNMENT FOR APPROVAL.

4. INSTALL NEW PRECAST HEADWALLS ON EACH END OF THE NEW PIPE AT SITE 1.

SEE SHEET C106. PROVIDE PRODUCT DATA TO GOVERNMENT FOR APPROVAL.

5. BACKFILL THE WASHED OUT AREA UNDER THE SIDEWALK AT SITE 1 WITH

APPROVED FILL. INSTALL NEW SECTION OF SIDEWALK OVER THE PIPE TO

MATCH THE EXISTING SIDEWALK. SEE SHEET C107 DETAIL "C".

6. RESEED ANY DISTURBED AREAS.

N

AutoCAD SHX Text E

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE 1 NEW WORK SITE PLAN

AutoCAD SHX Text 60036599

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SS

AutoCAD SHX Text M

AutoCAD SHX Text

PS

AutoCAD SHX Text E

AutoCAD SHX Text

LEGEND

GILLETS CREEK

N

S

L

W

B

A

C

H

D

BA188

C

H

B

C

H

B

C

H

B

C

H

B

C

H

B

C

H

B

C

H

B

G

SBA87

SBA129

SBA87-2

DISCLOSURE OF INFORMATION

CONTRACTOR SHALL COMPLY AS FOLLOWS:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C105

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND

LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..

1. CONTRACTOR SHALL REMOVE ALL EXISTING SOIL/STONE AND WATER FROM

THE EXISTING PIPE PRIOR TO PLACEMENT OF NEW PIPE LINER.

2. PLACE NEW 18" DUAL WALL HDPE PIPE LINERS IN THE EXISTING 24" X 60'

REINFORCED CONCRETE PIPE AT SITE 2. CULVERT LINERS MUST MEET

AASHTO STANDARD M326. PROVIDE PRODUCT DATA TO GOVERNMENT FOR

APPROVAL.

3. VOID BETWEEN LINER AND EXISTING CULVERT IS TO BE FILLED WITH GROUT.

PROVIDE PRODUCT DATA TO GOVERNMENT FOR APPROVAL.

4. BACKFILL ANY WASHED OUT AREAS WITH APPROVED FILL AND RESEED IT.

5. RESEED ANY DISTURBED AREAS.

G

FIBER OPTIC

TELEPHONE

PRI./SEC. UNDERGROUND ELEC.

RECREATIONAL TRAIL

ROADWAY CENTERLINE

ROADWAY

DITCH/SWALE

STORMWATER PIPE

FENCE

WATER MAIN

GRAVITY SEWER

FORCE MAIN

BUILDING

ELEC. MANHOLE

TRANSFORMER

GENERATOR

WATER METER

GATE VALVE

STORM INLET

COMM RISER

WASTEWATER MANHOLE

PUMP STATION

PIPE TO BE LINED

SEE SHEET C107

DETAIL "B"

PIPE WASHOUT

PLAN NORTHEAST

INSIDE PIPE

N

AutoCAD SHX Text M

AutoCAD SHX Text

ST

AutoCAD SHX Text

PS

AutoCAD SHX Text

PS

AutoCAD SHX Text

PS

AutoCAD SHX Text

SS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE 2 EXISTING CONDITIONS AND NEW WORK

AutoCAD SHX Text 60036600

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

NEW WORK NOTES:

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SS

AutoCAD SHX Text M

AutoCAD SHX Text

PS

AutoCAD SHX Text E

LEGEND

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C106

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL

CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL, HEALTH AND SAFETY (EHS).

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS

MATTERS..

1. CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".

2. PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM

OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH.

3. CONSTRUCT BOTTOM SLAB WITH FORMS.

4. DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE, BUT IS USED IN

COMPUTING ENDWALL QUANTITIES.

5. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS APPROXIMATELY ON 12"

CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

6. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE AND

POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.

7. USE CLASS "B" CONCRETE.

NOTES:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE DETAILS - CONCRETE HEADWALLS

AutoCAD SHX Text 60036601

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

GENERAL NOTES:

SAW CUT SAW CUTEXISTING ASPHALT

SIDEWALK

EXISTING ASPHALT

SIDEWALK

4" 3000 PSI CONCRETE

6" COMPACTED ABC

COMPACTED FILLEXISTING SUBGRADE EXISTING SUBGRADE

EXISTING ABC

EXISTING ABC

NEW 24" HDPE LINER

EXISTING 30"

CORRUGATED

METAL PIPE (CMP)

GROUT

NEW 18" HDPE LINER

GROUT

EXISTING 24"

REINFORCED CONC.

PIPE (RCP)

NEW HEADWALL

EXISTING HEADWALL

APPROX. 20'

5'

SAW CUT

SAW CUT

CONTROL JOINTS (TYP)

EXISTING

ASPHALT

REC. TRAIL

EXISTING

ASPHALT

REC. TRAIL

DISCLOSURE OF INFORMATION

CONTRACTOR SHALL COMPLY AS FOLLOWS:

(A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS:

(1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR

(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

(B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED

DATE FOR RELEASE.

(C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

C107

SITE 1 PIPE LINER DETAIL

NOT TO SCALE

A

SITE 2 PIPE LINER DETAIL

NOT TO SCALE

B

SIDEWALK DETAILS

NOT TO SCALE

C

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL

CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL, HEALTH AND SAFETY (EHS).

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS

MATTERS..

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 21-0033

AutoCAD SHX Text

FLOUNDER ROAD AND ONSLOW BEACH

AutoCAD SHX Text

ROAD CULVERT REPAIRS

AutoCAD SHX Text

SITE DETAILS - GENERAL

AutoCAD SHX Text 60036602

AutoCAD SHX Text N40085-21-B-0033

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-21-0033

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 04/26/2022

GENERAL NOTES:

21-0033 Multiple Culvert Pipe Repairs-T001
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-T001
21-0033 Multiple Culvert Pipe Repairs-C100
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C100
21-0033 Multiple Culvert Pipe Repairs-C101
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C101
21-0033 Multiple Culvert Pipe Repairs-C102
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C102
21-0033 Multiple Culvert Pipe Repairs-C103
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C103
21-0033 Multiple Culvert Pipe Repairs-C104
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C104
21-0033 Multiple Culvert Pipe Repairs-C105
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C105
21-0033 Multiple Culvert Pipe Repairs-C106
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C106
21-0033 Multiple Culvert Pipe Repairs-C107
Sheets and Views
21-0033 Multiple Culvert Pipe Repairs-C107

File details come from the government source that posted it. Updated .