25-0068 Drawings.pdf

1 MB Posted

Attached to
Verona Loop Road Washout Repairs
Solicitation number
N4008525R0009
Issued by

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Written by GovTribe AI ·

These are detailed construction drawings for the Verona Loop Road Washout Repairs project at Marine Corps Base Camp Lejeune, North Carolina. The documents specify a road repair project involving removing and replacing a damaged asphalt apron near Mill Run Creek, including demolition of existing damaged infrastructure, subgrade preparation, installation of new engineered fill, ABC stone, and asphalt surfacing. Key technical requirements include: sawcutting and removing existing asphalt, preparing subgrade, compacting fill in 6" lifts to 95% density, installing 8" compacted ABC stone, applying new 2" RS9.5C asphalt binder grade, and installing Class B rip rap with geotextile fabric. The project requires coordinating with the Resident Officer in Charge of Construction (ROICC), maintaining environmental and safety protocols, and keeping the jobsite clear of debris. The road will remain closed during construction, with emergency access maintained through a one-lane MUTCD-compliant work zone.

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Amend 0003.pdf PDF
Amend 0002.pdf PDF
Amend 0001.pdf PDF
25-0068 Specs.pdf PDF
25-0068 SOW.pdf PDF
CivPav MACC RFP.pdf PDF

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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.

(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.

FINAL G001

25-0068

VERONA LOOP ROAD

WASHOUT REPAIRS

60042133

LANDFILL

ROICC OFFICE

BLDG 1005

VICINITY MAP - CAMP LEJEUNE, N.C.

C

I

T N

A L

T A

NEUSE

NEW RIVER

Swansboro

US 17

4 & Bolton

Delco Acme

Leland Wilmington

Scott Hill

Hampstead

US

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

O

Morehead City Beaufort

Otway

CHERRY POINT

RIVER

GRAPHIC SCALE IN MILES

NC 24

25-0068

WASHOUT REPAIRS

VERONA LOOP ROAD

10 10 20

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VICINITY AND LOCATION PLAN

AutoCAD SHX Text N40085-25-B-0068

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AS SHOWN

AutoCAD SHX Text 05-25-0068

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M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, 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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RD

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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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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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CREEK

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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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LEJEUNE RAILROAD

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CAMP

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SETH

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WILSON

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TRAPS

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BAY

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CHADWICK

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COURTHOUSE

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BAY

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ELLIS

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COVE

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TO

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MOREHEAD CITY

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BEAR

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CREEK

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BEAR

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INLET

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STONE

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MILL

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STONE CREEK

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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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WHITE

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FERRY

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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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AREA

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MAGAZINE

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AREA

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HADNOT

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AREA

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INDUSTRIAL

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AREA

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PARADISE

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POINT

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AREA

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RIFLE

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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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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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PENGUIN

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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 60042133

AutoCAD SHX Text T001

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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 & DEMO

AutoCAD SHX Text 60042134

AutoCAD SHX Text 60042135

AutoCAD SHX Text 60042136

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SITE DETAILS

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SITE

MILL RUN CREEK

VERONA LOOP RD

EXISTING DAMAGED

ASPHALT APRON

EXISTING 72" RCP CULVERT

EXISTING PRECAST

CONCRETE HEADWALL

AND RIP RAP

60'

9'

EXISTING RIP RAP

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

BASE CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

RESIDENT OFFICER IN CHARGE OF CONSTRUCTION (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..

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.

(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.

FINAL C100

25-0068

VERONA LOOP ROAD

WASHOUT REPAIRS

60042134

1. CONTRACTOR SHALL SAWCUT ALONG THE OUTSIDE OF THE WHITE LINE OF

THE LANE APPROXIMATELY 60LF AND REMOVE THE EXISTING ASPHALT

APRON TO THE HEADWALL AND ALONG THE SHOULDER. THE EXISTING

ROADWAY AND SUBBASE / SUBGRADE MUST NOT BE COMPROMISED DURING

THIS DEMO.

2. REMOVE ALL DAMAGED APRON AND STONE FROM THE WASHOUT. PREPARE

THE SUBGRADE FOR THE REPAIR WORK.

3. ALL DEMOLISHED MATERIAL MUST BE REMOVE AND DISPOSED OF OFF BASE.

1. THE ROAD SHALL REMAIN CLOSED TO TRAFFIC DURING CONSTRUCTION.

CONTRACTOR MUST SET UP MUTCD COMPLIANT WORK ZONE THAT WILL

ALLOW FOR ONE-LANE-AT-A-TIME TRAFFIC FOR EMERGENCY ACCESS ONLY.

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GENERAL NOTES:

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( IN FEET )

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GRAPHIC SCALE

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EXISTING CONDITIONS AND DEMO

AutoCAD SHX Text N40085-25-B-0068

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-25-0068

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, PE

AutoCAD SHX Text 6/24/2025

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DEMOLITION NOTES:

TRAFFIC CONTROL NOTES:

MILL RUN CREEK

VERONA LOOP RD

120'

CLASS B RIP RAP

NEW ASPHALT APRON

SEE DETAIL ON SHEET C501

9'

PROVIDE BREAK IN SILT FENCE

WITH 57 STONE CHECK DAM

TO PREVENT BLOWOUT

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

BASE CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

RESIDENT OFFICER IN CHARGE OF CONSTRUCTION (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..

LEGEND

C

SS

E

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.

(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.

FINAL C101

25-0068

VERONA LOOP ROAD

WASHOUT REPAIRS

60042135

1. CONTRACTOR MUST PROVIDE AND INSTALL THE NEW APRON IN THE AREA

SHOWN ON THIS SHEET PER DETAIL ON C501. PRIOR TO PLACING FILL, A

PROOFROLL MUST BE DONE TO VERIFY EXISTING SUBGRADE STABILITY.

THIS MUST BE DONE BY A THRID PARTY GEOTECHNICAL TESTING AGENCY.

2. ALL FILL MUST BE COMPACTED TO A MINIMUM OF 95% OF OPTIMUM DRY

DENSITY OBTAINED THROUGH ASTM D1557 IN 6" LIFTS. ALL ABC STONE IS

TO BE COMPACTED IN 4" LIFTS AT A MINIMUM OF 98% OF OPTIMUM DRY

DENSITY OBTAINED THROUGH ASTM D1557. ASPHALT IS TO BE COMPACTED

TO 92% OF OPTIMUM DENSITY. PROVIDE DENSITY TEST REPORTS TO

GOVERNMENT FOR REVIEW.

3. EXISTING EDGE OF PAVEMENT MUST BE TACKED WITH SS-1H OR CRS-1

UNIFORMLY PRIOR TO PLACING ASPHALT.

4. PAVING MUST OCCUR DURING DRY CONDITIONS >50 DEGREES FAHRENHEIT

5. MAXIMUM SLOPE FOR APRON AND SHOULDER IS 2:1.

6. INSTALL CLASS B RIP RAP IN THE LOCATION SHOWN ON THE DRAWINGS.

SLOPE IS TO BE A MAXIMUM OF 2:1 SLOPE. PLACE AASHTO M288 CLASS 2

GEOTEXTILE BENEATH ALL RIP RAP PRIOR TO PLACEMENT. EXTEND RIP RAP

1' BELOW GRADE.

7. PROVIDE ALL PRODUCT DATA FOR ENGINEERED FILL, ABC STONE, AND

ASPHALT MIX, AS WELL AS ALL TEST REPORTS, TO THE GOVERNMENT FOR

REVIEW AND APPROVAL.

1. THE ROAD SHALL REMAIN CLOSED TO TRAFFIC DURING CONSTRUCTION.

CONTRACTOR MUST SET UP MUTCD COMPLIANT WORK ZONE THAT WILL

ALLOW FOR ONE-LANE-AT-A-TIME TRAFFIC FOR EMERGENCY ACCESS ONLY.

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STORM SEWER HEADWALL

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FIRE HYDRANT

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UTILITY POLE

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COMM MANHOLE

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SEWER MANHOLE

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WATER VALVE BOX

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EXTERIOR LIGHTING POINT

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COMM RISER POINT

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ELECTRICAL RISER POINT

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SEWER CLEANOUT

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STORM SEWER INLET

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ELECTRIC

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GRAVITY SEWER

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GS

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STORM SEWER

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WATER SERVICE

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WS

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STREAM

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WATER MAIN

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ST

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FIBER OPTIC

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FO

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TELEPHONE

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STEAM

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FIRE PROTECTION

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FP

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SILT FENCE

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FENCE

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STORM SEWER FLARED END SECTION

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FORCE MAIN

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FM

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UNDERGROUND ELECTRIC

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UE

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RAW WATER MAIN

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RW

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PEDESTRIAN TRAIL

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SITE PLAN

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AS SHOWN

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M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, PE

AutoCAD SHX Text 6/24/2025

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NEW WORK NOTES:

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TRAFFIC CONTROL NOTES:

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STEEL POST

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WOVEN WIRE FABRIC

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SILT FENCE GEOTEXTILE FABRIC

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FILL SLOPE

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GRADE

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6" MIN. COVER

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OVER SKIRT *

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ANCHOR SKIRT AS

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DIRECTED BY ENGINEER *

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* FOR REPAIR OF SILT

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FENCE FAILURES, USE

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%%USILT FENCE SIDE VIEW

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%%USILT FENCE FRONT VIEW

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GRADE

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MIN. 12-1/2 GA.

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INTERMEDIATE

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WIRES

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MIN. 10 GA.

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LINE WIRES

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8' MAX.

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VARIABLE AS DIRECTED BY THE ENGINEER

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%%UNOTE:

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-USE SILT FENCE ONLY WHEN DRAINAGE AREA

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DOES NOT EXCEED 1/4 ACRE PER 100 OF FENCE

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AND NEVER IN AREAS OF CONCENTRATED FLOW

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32" MIN. WIDTH

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FOR ANCHOR WHEN SILT

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FENCE IS PROTECTING

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CATCH BASIN.

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SILT FENCE FABRIC

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INSTALLED TO SECOND

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WIRE FROM TOP

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-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.

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2. REMOVE SEDIMENT FROM BEHIND SILT

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1. INSPECT STRUCTURES WEEKLY AND

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MAINTENANCE:

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RAINFALL EVENT.

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AFTER AT LEAST A 1/2" OR GREATER

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FENCE PRIOR TO IT REACHING A

MAXIMUM DEPTH OF 6 INCHES.

EXISTING PRECAST

HEADWALL

NEW 2" RS9.5C

ASPHALT

BINDER GRADE

PG64-22 MIN.

NEW 8" COMPACTED

ABC STONE

NEW COMPACTED

ENGINEERED FILL

6" LIFTS, DEPTH

VARIES

EDGE OF EXISTING

TRAVEL LANE,

PROVIDE TACK

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.

(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.

FINAL C501

25-0068

VERONA LOOP ROAD

WASHOUT REPAIRS

60042136

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%%UVEGETATIVE SEEDING

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PERMANENTLY SODDED TO

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CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL

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AFTER COMPLETION OF GRADING ACTIVITIES AND THE

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SEEDING SCHEDULE

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THE FOLLOWING SPECIFICATIONS:

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%%UPERMANENT VEGETATION (JANUARY THROUGH DECEMBER)

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CENTIPEDE SOD SHALL BE INSTALLED AT ALL DISTURBED AREAS

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UPON COMPLETION OF WORK.

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%%UAPRON CROSS-SECTION

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NOT TO SCALE

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SITE DETAILS

AutoCAD SHX Text N40085-25-B-0068

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AS SHOWN

AutoCAD SHX Text 05-25-0068

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M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, PE

6/24/2025

25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-G001
Sheets and Views
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-G001
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-C100
Sheets and Views
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-C100
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-C101
Sheets and Views
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-C101
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-C501
Sheets and Views
25-0068 VERONA LOOP ROAD WASHOUT REPAIRS-C501

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