N4008526B0045 Dwgs_Signed.pdf

PDF 5 MB Posted Jul 23, 2026

Attached to: Old Sawmill Road Culvert Repairs
Solicitation number: N4008526R9075
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 23, 2026

This document is a set of construction drawings for culvert repairs at Marine Corps Base Camp Lejeune, North Carolina, prepared by the Naval Facilities Engineering Command (NAVFAC) under the Department of the Navy.

The project, designated 26-0045 Old Sawmill Road Culvert Repairs (Contract No. 60044676), involves the repair and replacement of a failed reinforced concrete pipe (RCP) storm drain system. Key work includes: saw cutting and removing asphalt pavement to expose approximately 12 linear feet of failed storm drain pipe; removing and disposing of concrete curbing and flume as necessary; excavating to expose the damaged RCP and inspecting adjacent structures; removing damaged RCP, bedding material, and unsuitable soils; installing new 18-inch RCP Class IV or V pipe with gasketed joints, bedding, and backfill in accordance with specifications; compacting backfill in 6-inch lifts to 95 percent maximum dry density; and restoring pavement sections, curbing, and other existing items to match pre-demolition conditions. The drawings include location maps, utility maps with approximately 10 general notes addressing underground utility coordination, field verification, utility preservation, and environmental health and safety responsibilities. All disturbed areas must be sodded upon completion, and the jobsite must be maintained clear of debris. The contractor is responsible for locating all underground utilities, including telecommunications and commercial cabling, at least 30 days prior to ground-disturbing activities and coordinating with base telephone and commercial cabling providers to avoid conflicts.

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Other files

File	Type	Posted
Amend 0003.pdf	PDF	Aug 10, 2026
Amend 0002.pdf	PDF	Jul 31, 2026
Amend 0001.pdf	PDF	Jul 28, 2026
RFP 260045.pdf	PDF	Jul 23, 2026
26-0045 DM.pdf	PDF	Jul 23, 2026
N4008526B0045 Specs (3).pdf	PDF	Jul 23, 2026
26-0045 SOW.pdf	PDF	Jul 23, 2026

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DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL G001

26-0045

OLD SAWMILL ROAD

CULVERT REPAIRS

60044676

LANDFILL

ROICC OFFICE

BLDG 1005

VICINITY MAP - CAMP LEJEUNE, N.C.

C I

N A

L T

NEUSE

NEW RIVER

Swansboro

US 17

4 & Bolton

Delco Acme

Leland Wilmington

Scott Hill

Hampstead

CAMP LEJUENE

Holly Ridge

Folkstone

Dixon

Verona

US 421

Words Corner

Burgaw

Wallace

Jacksonville

Richlands

Beulaville

US 117

Rosehill

Magnolia

Warsaw

OAK GROVE

Havelock Maysville

Pollacksville

New Bern Tuscarora

Hill Pink Comfort

Trenton

DoverKinston

Springs

US 70

Mt. Olive

Seven

Goldsboro

US 70

N A

E C

Morehead City Beaufort

Otway

CHERRY POINT

RIVER

GRAPHIC SCALE IN MILES

NC 24

26-0045

CULVERT REPAIRS

OLD SAWMILL ROAD

10 10 20

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VICINITY AND LOCATION PLAN

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AS SHOWN

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M. HORNE

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M. HORNE

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C. MAAS, PE

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M. HORNE

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C. MAAS, PE

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

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SCALE: 1" = 6000'

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NORTHEAST CREEK

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LEJEUNE BLVD

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TO WILMINGTON

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VERONA LOOP ROAD

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PADGETT RD

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HAWS RUN RD

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DAWSON CABIN RD

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HIGH HILL RD

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COSTON RD

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CHATEAU RD

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CC RD

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SHEPARD

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RANGE RD

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DIXON-SNEADS FERRY RD

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OCEAN DRIVE

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BEACH RD

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MARINES RD

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LYMAN RD

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OLD BEAR CREEK RD

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PINEY GREEN RD

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HOLCOMB BLVD

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BREWSTER BLVD

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CURTIS

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STONE ST

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STONE BAY

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FRENCH

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MAIN SERVICE RD

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INTRACOASTAL WATERWAY

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MEANS HIGH WATER +1.50

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MEANS SEA LEVEL 0.00

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MEANS LOW WATER -1.50

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MEANS HIGH WATER +1.10

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MEANS SEA LEVEL 0.00

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MEANS LOW WATER +0.35

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MEANS LOW WATER +0.50

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MEANS SEA LEVEL 0.00

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MEANS HIGH WATER +1.00

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LEJEUNE RAILROAD

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CAMP

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SETH

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WALLACE

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WILSON

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BAY

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TRAPS

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BAY

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CHADWICK

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COURTHOUSE

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ELLIS

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COVE

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BEAR

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BEAR

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INLET

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STONE

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MILL

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CREEK

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MUDDY

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MILL CREEK

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TOWN

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LEWIS

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WHITE

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TERRACE

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MONTFORD

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LANDING RD

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MIDWAY

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PARK

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NAVAL

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HOSPITAL

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FRENCH

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CREEK

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AREA

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MAGAZINE

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AREA

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HADNOT

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INDUSTRIAL

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AREA

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PARADISE

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AREA

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RIFLE

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RANGE

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AMPHIBIAN

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BASE

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ENGINEER

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AREA

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TRIANGLE

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OUTPOST

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BEACH

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AREA

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BERKELEY

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MANOR

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WATKINS

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VILLAGE

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CAMP

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GEIGER

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NEW RIVER

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AIR STATION

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BROWNS

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INLET

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EVERETT CREEK

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WILLI

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AMS

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BLVD

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GOLF

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COURSE

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SWAMP

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BELL

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( IN FEET )

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GRAPHIC SCALE

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CREEK

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FREEMAN

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MILL RUN

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ROAD

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BRINSON CREEK

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HOPE ROAD

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RIVER

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ROAD

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DUCK CREEK

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GREATER SANDY RUN AREA

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MAIN

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GATE

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MONTFORD

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POINT

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AREA

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PAVILION

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MARINA

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PHEONIX

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FLAMINGO

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TURKEY

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OWL

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LHA

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ORIOLE

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SANDPIPER

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EGRET

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CANARY

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DOVE

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PLOVER

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HERON

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HAWK

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DODO

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GOOSE

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FALCON

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OSPREY

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QUAIL

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ALBATROSS

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BLUEBIRD

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JAYBIRD

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CRANE

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LARK

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PIGEON

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TERN

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COOT

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SWAN

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WOODPECKER

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ROBIN

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SPARROW

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MALLARD

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KIWI

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EAGLE

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PARROT

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CONDOR

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CARDINAL

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PARTRIDGE

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SNIPE

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FRENCH CREEK BORROW PIT

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DRAWING INDEX

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NAVFAC DWG NO.

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TITLE

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SHEET NO.

AutoCAD SHX Text 60044676

AutoCAD SHX Text G001

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VICINITY AND LOCATION PLAN

AutoCAD SHX Text C101

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SITE PLAN

AutoCAD SHX Text C501

AutoCAD SHX Text C100

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EXISTING CONDITIONS

AutoCAD SHX Text 60044677

AutoCAD SHX Text 60044678

AutoCAD SHX Text 60044679

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DETAILS

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SITE

2-178-126''

24''

24'' 24''

16''

24''

16''

24'' 6''

12''

12'' 12''

12''

AT&T 3

HH 18-1

48''

18''

48''

18''

4''

OLD SAWMILL RD

LCO

B BLVD

DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C100

26-0045

OLD SAWMILL ROAD

CULVERT REPAIRS

60044677

LEGEND

G S

APPROXIMATE

SINKHOLE

LOCATION

1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH

ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO

DIGGING.

2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND

BASE CODES.

7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE

CONTRACTING OFFICER.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

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

10.CONTRACTOR MUST 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..

Christopher Maas 22-Jul-2026

AutoCAD SHX Text C

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EXISTING CONDITIONS

AutoCAD SHX Text N40085-26-B-0045

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-26-0045

AutoCAD SHX Text

M. HORNE

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M. HORNE

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C. MAAS, PE

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M. HORNE

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C. MAAS, PE

AutoCAD SHX Text 07/21/2026

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GENERAL NOTES:

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WALL

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ROADWAY CENTERLINE

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OVERHEAD ELECTRIC

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UNDERGROUND ELECTRIC

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WATER MAIN LINE

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FIBER OPTIC

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ELECTRICAL MANHOLE

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CIRCUIT BREAKER

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COMMUNICATIONS SPLICE

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TELECOMMUNICATIONS

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RISER

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WATER SERVICE LINE

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WATER FIRE PROTECTION LINE

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GLOBE VALVE

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GATE VALVE

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ELECTRICAL DISCONNECT

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SINGLE PHASE TRANSFORMER

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FUSE CUTOUT

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ELECTRIC METER

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TRANSFORMER PAD

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STORMWATER PIPE

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STORMWATER MANHOLE

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STORMWATER INLET

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STORMWATER HEADWALL

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FENCE

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COMMUNICATION MANHOLE

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FIRE HYDRANT

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WASTEWATER GRAVITY MAIN

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SANITARY SEWER MANHOLE

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ROADS/DRIVEWAY/PARKING

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AIRFIELD SURFACE

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BUILDING

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GENERATOR

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CONDENSATION LINE

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STEAM LINE

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STEAM PIT

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STORMWATER DITCH/SWALE

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WASTEWATER FORCE MAIN

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SWITCH

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( IN FEET )

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GRAPHIC SCALE

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MONITORING WELL

48''

18''

48''

18''

OLD SAWMILL RD

LCO

B BLVD

DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C101

26-0045

OLD SAWMILL ROAD

CULVERT REPAIRS

60044678

LEGEND

SEGMENT OF PIPE TO BE REPLACED

1. SAW CUT AND REMOVE ASPHALT PAVEMENT AS REQUIRED TO EXPOSE

THE FAILED STORM DRAIN PIPE (APPROX. 12LF)

2. REMOVE AND DISPOSE OF CONCRETE CURBING AND FLUME AS REQUIRED

TO FACILITATE THE EXCAVATION REQUIRED TO REPLACE THE FAILED

STORM DRAIN PIPE.

3. EXCAVATE TO EXPOSE THE FAILED REINFORCED CONCRETE PIPE (RCP)

AND INSPECT ADJACENT PIPE AND STRUCTURES FOR FURTHER DAMAGE.

4. REMOVE AND DISPOSE OF DAMAGED RCP, BEDDING MATERIAL, AND ANY

UNSUITABLE OR VOIDED SOILS.

5. FILL ALL SUBSURFACE VOIDS BENEATH THE ROADWAY AND AROUND THE

DRAINAGE SYSTEM WITH COMPACTED SELECT FILL. ENSURE NOT TO

DAMAGE ANY OTHER PIPE SEGMENTS OR JOINTS THAT ARE NOT TO BE

REPLACED. ENSURE PIPE BEDDING IS STABLE.

6. INSTALL NEW 18-INCH RCP CLASS IV OR V (EXISTING IS CLASS V)

COMPLETE WITH GASKETED JOINTS, BEDDING, AND BACKFILL IN

ACCORDANCE WITH DETAIL SHEET C501. ENSURE ALL JOINTS ARE SEALED

PROPERLY. IF NECESSARY, USE AN EXTERNAL JOINT COUPLER ON THE

JOINT BETWEEN THE EXISTING PIPE AND THE NEW PIPE TO ASSIST IN

SEALING THE JOINT IN ADDITION TO THE GASKETED JOINTS OR IF A BUTT

JOINT IS REQUIRED.

7. COMPACT BACKFILL IN 6" LIFTS TO 95% MAXIMUM DRY DENSITY AS

DETERMINED BY A MODIFIED PROCTOR (D1557)

8. RETAIN EXISTING DRAINAGE STRUCTURES AND EXISTING PIPE NOT

DEMOLISHED TO THE MAXIMUM EXTENT POSSIBLE.

9. RESTORE PAVEMENT SECTION, CURBING, FLUME, AND ANY OTHER

EXISTING ITEMS THAT WERE DEMOLISHED TO MATCH EXISTING

CONDITIONS PRIOR TO DEMO. SEE PAVEMENT SECTION ON DETAIL SHEET

C501.

10.DISPOSE OF ALL MATERIALS OFF BASE.

1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH

ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO

DIGGING.

2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND

BASE CODES.

7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE

CONTRACTING OFFICER.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

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

10.CONTRACTOR MUST 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..

Christopher Maas 22-Jul-2026

AutoCAD SHX Text D

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SITE PLAN

AutoCAD SHX Text N40085-26-B-0045

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AS SHOWN

AutoCAD SHX Text 05-26-0045

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M. HORNE

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M. HORNE

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C. MAAS, PE

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M. HORNE

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C. MAAS, PE

AutoCAD SHX Text 07/21/2026

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WALL

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ROADWAY CENTERLINE

AutoCAD SHX Text D

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STORMWATER PIPE

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STORMWATER MANHOLE

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STORMWATER INLET

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STORMWATER HEADWALL

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FENCE

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ROADS/DRIVEWAY/PARKING

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AIRFIELD SURFACE

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BUILDING

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STORMWATER DITCH/SWALE

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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NEW WORK NOTES:

GENERAL NOTES:

DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C501

26-0045

OLD SAWMILL ROAD

CULVERT REPAIRS

60044679

2" RS9.5C SURFACE MIX

3" RI19.0C INTERMEDIATE MIX

8" COMPACTED ABC

1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH

ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO

DIGGING.

2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND

BASE CODES.

7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE

CONTRACTING OFFICER.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

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

10.CONTRACTOR MUST 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..

TACK COAT (TACK VERTICAL

FACES OF THE PATCH AS WELL)

Christopher Maas 22-Jul-2026

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text N40085-26-B-0045

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-26-0045

AutoCAD SHX Text

M. HORNE

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M. HORNE

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C. MAAS, PE

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M. HORNE

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C. MAAS, PE

AutoCAD SHX Text 07/21/2026

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ASPHALT PAVEMENT SECTION

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NOT TO SCALE (NTS)

GENERAL NOTES:

26-0045 Old Sawmill Road Culvert Repairs-G001

26-0045 Old Sawmill Road Culvert Repairs-C100

26-0045 Old Sawmill Road Culvert Repairs-C101

26-0045 Old Sawmill Road Culvert Repairs-C501

	2026-07-22T11:44:01-0400
MAAS.CHRISTOPHER.JETT.1588040727

File details come from the government source that posted it. Updated Jul 23, 2026.