04 1766588_LP-38 Berm_Des Rev 01.pdf

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LP-38 BERM RECERTIFICATION REPAIR DESIGN AT NAVAL STATION NORFOLK (NSN), NORFOLK, VIRGINIA
Solicitation number
N4008526R0114
Issued by

About this file

This document is Amendment 001 to a construction contract for the LP-38 Berm Recertification Repair project at Naval Station Norfolk, Virginia (eProjects No. 1766588, Construction Contract No. N40085-22-D-0039), issued on April 10, 2026.

The amendment revises nine drawings and multiple specification sections in response to pre-proposal inquiries. Drawing revisions include updates to the demolition plans (CD100, CD101) with removal of new work fence layers; relocation of the construction entrance on the EPSC and site plans (EC100, CS100) with addition of a 12-foot double leaf swing gate and two 20-diameter-foot stockpile areas; and modifications to fence and gate details (C-500, C-501, C-502) including addition of a double swing gate detail, flowable grout location specifications, and revised berm slope details. Specification changes address work restrictions by clarifying full site access with no anticipated government fueling operation conflicts; allow the Project Manager to serve as the Designated Project Scheduler if qualified; delete the fencing requirements section; remove stormwater pollution prevention plan and Virginia stormwater management requirements; permit the QC/SSHO manager or superintendent to serve as site custodian and environmental manager; and add haul route maintenance requirements. The amendment also deletes the entire Small Project Construction Progress Schedule specification section (01 32 16.00 20).

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LP-38 Berm Recertification Repair eProjects No.: 1766588 Naval Station Norfolk, VA Constr. Contr. No: N40085-22-D-0039

1766588 Amendment 001

Amendment Purpose

1. Drawings and specifications revised in response to Pre-Proposal Inquiries.

Drawing Revisions

The following drawings are revised as of 4/10/2026 and accompany this Amendment.

DRAWING REVISION NAVFAC TITLE

NO. NO. DWG NO.

G-002 1 12940906 ABBREVIATIONS AND DRAWING INDEX

CD100 1 12940913 DEMO PLAN NORTH

CD101 1 12940914 DEMO PLAN SOUTH

EC100 1 12940915 EPSC PLAN NORTH

EC101 1 12940916 EPSC PLAN SOUTH

CS100 1 12940918 SITE PLAN NORTH

CS101 1 12940919 SITE PLAN SOUTH

C-500 1 12940921 CHAIN LINK FENCE AND DETAIL

C-501 1 12940922 TYPICAL PERSONNEL GATE AND BOLLARD

DETAIL

C-502 1 12940923 TYPICAL CABLE REINFORCED CHAIN-LINK FENCE

GATE, CABLE REINFORCING AND JOINT SEALANT

DETAILS

On NAVFAC Dwg. No. 12940906 (G-002) G-002: Title changes to Drawing Index.

On NAVFAC Dwg. No. 12940913 (CD100) CD100: Deleted new work fence layer from demolition plan.

On NAVFAC Dwg. No. 12940914 (CD101) CD101: Deleted new work fence layer from demolition plan.

On NAVFAC Dwg. No. 12940915 (EC100)

1766588 Amendment 001

EC100: Revised construction entrance location. Added 12’ double leaf swing gate. Added (2) stockpile areas. Shifted drawing viewport.

On NAVFAC Dwg. No. 12940916 (EC101) EC101: Shifted drawing viewport. No other revisions.

On NAVFAC Dwg. No. 12940918 (CS100) CS-100: Revised construction entrance location. Added detail call out B1/C-501.

Keynote #1:

Removed keynote #1 from sheet and renumbered subsequent keynotes.

On NAVFAC Dwg. No. 12940919 (CS101) Keynote #1:

Deleted keynote #1 from sheet and renumbered subsequent keynotes.

On NAVFAC Dwg. No. 12940921 (C-500) D1/C-100:

Revised notes on detail D1/C-500. Added double swing gate detail C1/C-500

On NAVFAC Dwg. No. 12940922 (C-501) B1/C-501 Revised detail B1/C-501 to show flowable grout location. Revised berm slope on C1/C-501.

On NAVFAC Dwg. No. 12940923 (C-502) C-502 Addition of details.

Specification Revisions The following specifications have been revised as of 4/10/2026.

01 14 00 – Work Restrictions

1.3. Special Scheduling Requirements subpart a – ADD - “The contractor will have full access to the site.

Government fueling operations are not anticipated to impede construction work at the Berm.”

01 32 17.00 20 – Cost-Loaded Network Analysis Schedules (NAS)

1.9. Designated Project Scheduler: ADD – “The Project Manager may also serve as the Designated Project Scheduler as long as the Project Manager meets the qualification requirements stated subpart 1.9.1.”

01 50 00 – Temporary Construction Facilities and Controls

2.3 Fencing: DELETE Section 2.3 Fencing

01 57 19 – Temporary Environmental Controls

1.3 Submittals: DELETE – “Stormwater Pollution Prevention Plan (SWPPP); G”

1766588 Amendment 001

1.5.1.1.5.3.1: Contractor Site Custodian: ADD – “The QC/SSHO manager or superintendent may serve as the site custodian and must meet the requirements stated in 1.5.1.1.5.3.1.b.”

1.5.1.1.3. Virginia Stormwater Management: DELETE Sections, 1.5.1.1.3 Virginia Stormwater Management , 1.5.1.1.3.1 Stormwater General Permit for Construction Activities Registration Statement, and 1.5.1.1.3.2 Stormwater General Permit Inspection Reports in their entirety.

1.6.4 Environmental Manager: ADD – “The QC/SSHO manager or superintendent may serve as Environmental Manager.”

1.7.9.1 Haul Route: ADD – “The haul route must be kept clean of dirt and debris at all times. At a minimum, any tracked sediment on public roads must be cleaned by the end of each workday.”

Specification Deletions The following specifications have been deleted as of 4/10/2026 per this Amendment.

01 32 16.00 20 – Small Project Construction Progress Schedule

-- End of Amendment --

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OF

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AREAS DISTURBED BY CONSTRUCTION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

AMOUNT OF TOPSOIL REQUIRED AND INCLUDE IT IN

THE BID, TOPSOIL MUST BE INCIDENTAL TO

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AREAS DISTURBED BY CONSTRUCTION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

AMOUNT OF TOPSOIL REQUIRED AND INCLUDE IT IN

THE BID, TOPSOIL MUST BE INCIDENTAL TO

CONTRACT.

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APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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RB

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SITE PLAN SOUTH

A1

1:10' 20100

FEET

CS101

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TENSION WIRE

POST CAPCHAIN LINK FENCE

FABRIC

LINE POST,

2-1/2" Ø

8" DIA TRUSS RODPOST CAP TOP RAIL BRACE RAILS

CORNER,

END OR

PULL POST,

4" Ø

FINISHED GRADE

TIE WIRES (TYP)

ALONG TOP RAILS

AND POSTS

10'-0" MAX SPACING

6" 3'

-0

TY

P

U O

N MAX. 2" CLEARANCE UNDER

FENCE. GRADE 10' ALONG EACH

SIDE OF FENCE AS NECESSARY TO

MAINTAIN SPECIFIED MAXIMUM

CLEARANCE OR LESS UNDER

FENCE

7' -0

" M

IN

IM

U

M

TYPICAL FENCE AND CORNER PANEL ELEVATION TYPICAL FENCE AND BRACED PANEL ELEVATION

8" DIA TRUSS RODBRACE RAILS

TIE WIRES (TYP) ALONG

TOP RAILS AND POSTS

TYPICAL 3 STRAND BARBED WIRE AND SINGLE EXTENSION ARM CONFIGURATION

T & B

SELVAGE

TW

IS

T

PLAN

BOLT & NUT

BRACE RAIL

16" [8MM] Ø

BOLT W/ HEX NUT

PLAN - ROUND POST

LINE POST DETAILSCORNER OR END POSTS

PLAN - ROUND POST

ELEVATION TOP OR BRACE

RAIL ATTACHMENT

ELEVATION

CORNER OR END OR GATE POST

TURNBUCKLE

TENSION BAR

TENSION OR

FABRIC

BAND

BRACE OR BOTTOM RAIL

RAIL END W/ OFFSET LUG

BRACE BAND

TRUSS ROD

ELEVATION - ROUND POST

BRACE OR BOTTOM RAIL

RAIL END W/ OFFSET LUG

BRACE BAND

ROUND LINE POST

ELEVATION - "H" POST

BRACE OR BOTTOM RAIL

BRACE BAND

ROUND LINE POST

ELEVATION - ROUND POST

FENCE FABRIC

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC)

FITTINGS NOTES

1. METRIC DIMENSIONS

ARE NOMINAL

EQUIVALENTS TO U.S.

DIMENSIONS

2. ALL FITTINGS

MATERIAL MUST BE AS

SPECIFIED.

TENSION

WIRE

NOTES:

1. LINE POST FOUNDATIONS MUST BE NON-REINFORCED CONCRETE PER

"TYPICAL POST REPLACEMENT" DETAIL THIS SHEET.

2. ALL POST FOOTINGS MUST BE CONSTRUCTED WITH SMOOTH VERTICAL

SURFACES USING CONCRETE FORMS.

NEW LINE POST, END,

CORNER, OR PULL POST

BASED ON LOCATION

REMOVE & REPLACE

CONCRETE FOOTING PER

NOTE 4, AND EITHER NOTE 2

OR 3 AS APPLICABLE.

TIE WIRES (TYP) ALONG POSTS

DAMAGED OR BENT POST TO

BE REPLACED AS INDICATED

ON PLAN DRAWINGS. REMOVE

FULL LENGTH OF EXISTING

POST INCLUDING FOOTING.

TYPICAL POST REPLACEMENT

1'-0" MINIMUM

NEW LINE POST, END,

CORNER, OR PULL POST

BASED ON LOCATION. CORE

AT LOCATION OF EXISTING

POST TO BE REPLACED.

WHERE DEPTH OF CONCRETE

WILL NOT ALLOW MINIMUM

EMBEDMENT, CORE THROUGH

CONCRETE AND POUR NEW POST

FOUNDATION PER TYPICAL POST

REPLACEMENT DETAIL. CORE

DIAMETER = FOUNDATION

DIAMETER + 4"

TIE WIRES (TYP) ALONG POSTS

POST INSTALLATION

IN CONCRETE

CORE HOLE THROUGH

CONCRETE. DIAMETER =

POST OD + 4"

USE NON-SHRINK

GROUT TO ANCHOR

POSTS INTO

CONCRETE

MIN. 3' EMBEDMENT

CUT EXISTING POSTS

FLUSH AND FILL HOLE

WITH GROUT FLUSH WITH

SURROUNDING CONCRETE

SURFACE. REMOVE CUT

PORTION OF POST

4X POST DIAMETER

MIN. 3' EMBEDMENT

6"

REPLACEMENT OF ALL

INCIDENTALS, TOP RAILS, AND

MISCELLANEOUS HARDWARE, AS

NECESSARY MUST BE INCLUDED

AS PART OF THIS POST

REPLACEMENT WORK.

SEE NOTES 1 AND 2

SEE NOTES 1 AND 2

MAX. 2" CLEARANCE UNDER

FENCE. GRADE 10' ALONG EACH

SIDE OF FENCE AS NECESSARY

TO MAINTAIN SPECIFIED

MAXIMUM CLEARANCE OR LESS

UNDER FENCE

SEE NOTES 1 AND 2 ON THIS

SHEET FOR POST FOOTING

DETAIL

9-GAGE STEEL TIE

WIRE (2'-0" O.C. MAX.)

RAIL END W/ ALTERNATE

TRUSS ROD ATTACHMENT

D1

C-100

D3

C-100

A4

C-500 A3

C-500 A2

C-500

A1

C-500

B1

C-500

1'-0" MINIMUM CHAIN LINK FENCE

FABRIC

LINE POST,

2-1/2" ØPOST CAP3 STRAND BARBED WIRE

SEE B1/C-500

(TO MATCH EXISTING)

3 STRAND BARBED WIRE

SEE B1/C-500

(TO MATCH EXISTING)

3 STRAND BARBED WIRE

(TO MATCH EXISTING)

DOUBLE OUTRIGGER DETAIL B4

C-500

3 STRAND BARBED WIRE

SEE B1/C-500

(TO MATCH EXISTING)

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL

BE 6X POST DIAMETER (TYP

UON)

GATE HINGE

4" Ø GATE POST

TURNBUCKLE

CENTER DROP

BAR

GATE LATCH

THREE STRAND

BARBED WIRE

FRAME CAP

POST CAP

4" Ø GATE POST

2.875" Ø

FRAME POST

DOUBLE SWING GATE

12'-0"

NOTE: DOUBLE SWING

GATES SHALL SWING

TOWARDS THE PROTECTED

SIDE OF THE FENCE.

C1

C-100

SEE NOTES 1 AND 2

SEE NOTES 1 AND 2SEE NOTES 1 AND 2 ON THIS

SHEET FOR POST FOOTING

DETAIL

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DRAWFORM REVISION: 14 SEP 2023

RB

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C-500

C H

AI

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NOT TO SCALENOT TO SCALENOT TO SCALE

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12" DOUBLE BACK

UNDER STONE

3" CRUSHED STONE

6" COMPACT SAND FILL

1(TYP.)

6" COMPACT SAND FILL

8" CRUSHED STONE

1'-6"

ELEV. 15.0'

MATCH EXISTING

FINISHED GRADE

5' -2

3'-0"

8" CRUSHED

STONE

CONTAINMENT BERM DETAIL C1

CS100

4" PERFORATED

HDPE

FILTER FABRIC

3"

FRENCH DRAIN DETAIL C3

CS100

GRAVEL FILL

6" COMPACTED CLEAN

SOIL OR SAND (SEE SPECS)

SYNTHETIC LINER

10"

SAND BACKFILL

TO SECURE LINER

8" GRAVEL SITE

8" (OR MATCH EXIST.)

SYNTHETIC LINER

12"

6"6"

3"

3"

ANCHOR TRENCH

6" 8"

CONCRETE

SILICONE CAULK

SYNTHETIC LINER

4"Ø ANCHORS AT

6" O.C. WITH 1"

EMBEDMENT

LAP AND SEAL

AFTER ANCHORING

DETAIL - SECTION THRU RING WALL C4

CS100

4' -0

SLOPE VARIES

SEE PLAN

3'-0"

4" CONC. SLAB W/TRANSVERSE

CONTROL JOINT @ 10' O.C. &

EXPANSION JOINTS @ 50' O.C.

COMPACTED CRUSHED

STONE

FLOWABLE GROUT FILL

3"

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 14 SEP 2023

RB

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C-501

D

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SILT FENCE DETAIL B1

CS100

SOIL STABILIZATION INSTALLATION DETAIL A1

CS100

CONSTRUCTION ENTRANCE DETAIL B2

CS100

INLET SEDIMENT FILTER DETAIL B3

CS100

SOIL STABILIZATION DETAIL B5

CS100

STAKE, PIN & STAPLE INSTALLATION DETAIL A2

CS100

SOIL STABILIZATION SLOPE DETAIL A3

CS100

STAPLE PATTERN GUIDE DETAIL A5

CS100

NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE

NOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALE

GATE POST DETAIL SECTION

NOTE: CABLING OF STRAIGHT RUN FENCING ADJACENT

TO A GATE MUST ALWAYS TERMINATE AROUND THE GATE

POST AND INTERLOCK W/ GATE CABLING TO CREATE AN

INTEGRAL SYSTEM.

CHAIN LINK

FABRIC (NOT

SHOWN)

C-504 B4

TURNBACK (TYP.)

STEEL GATE POST

SWING GATE

LEAF FRAME

(TYP)

3" SHOULDER NUT EYE BOLT.

POST + 1"

2" OUTER Ø,

1" INNER Ø

PROVIDE 12" Ø HOT-DIP GALV

SHOULDER NUT EYE BOLT W/

LOCK WASHER. LENGTH OF EYE

BOLT SHANK MUST BE EQUAL TO

THE WIDTH OF THE POST (OR

PICKET) PLUS 1".

FENCE GATE

PLAN VIEW (GATE CLOSED)

C-504 B1

PLAN VIEW (GATE OPEN)

PROVIDE ENOUGH CABLE BEYOND

OVERHANG FRAME TO ALLOW CABLE &

GATE TO SLIDE ALONG FENCE REINF

UNHINDERED. ADJUST AS NEEDED SO

NEITHER CABLE NOR GATE BIND

DURING OPERATIONS (TYP).

TURNBACK (TYP) SEE

DETAIL B1/C-505

CANTILEVER GATE (OPEN)

LOCATE CABLE ON GATE SIDE OF

FENCE STARTING AT FIRST POST

BEYOND THE OVERHANG PORTION OF

THE GATE WHEN IT IS IN ITS

COMPLETELY OPEN POSITION. CANTILEVER GATE (CLOSED)

FENCE REINF MUST REMAIN FREE FROM FENCE POSTS FOR A DISTANCE EQUAL TO OR

GREATER THAN THE WIDTH OF THE GATE OPENING (BEYOND THE OVERHANG PORTION

OF GATE) TO ALLOW GATE REINF TO SLIDE ALONG FENCE REINF. PROVIDE MINIMAL

SLACK AS NEEDED. FENCE CABLE CAN BE GREASED IN THIS AREA TO FACILITATE

SMOOTHER OPERATION.

OVERHANG

ELEVATION- TYPICAL CABLE REINFORCING CANTILEVER SLIDE GATE

CANTILEVER GATE (CLOSED)

VARIES (FIELD VERIFY)

B1

C-504

B3

C-504

C1

C-100

D1

C-100NOT TO SCALE

NOT TO SCALE

NOT TO SCALENOT TO SCALE

NOT TO SCALENOT TO SCALE

COMPLETED SAWCUT JOINTSAWCUT

CONSTRUCTION JOINT

1/4" R (TYP.).

BACKUP MATERIAL

NOTE: PROVIDE SELF-LEVELING, NON-ACID CURING SILICONE SEALANT MEETING ASTM C920, TYPE S, GRADE P (FOR HORIZONTAL JOINTS), CLASS 25 OR BETTER. SEALANT SHALL BE COMPATIBLE WITH ADJACENT MATERIALS AND SUITABLE FOR EXTERIOR CONCRETE APPLICATIONS. INSTALL IN ACCORDANCE WITH ASTM C1193 USING APPROVED BACKER ROD OR BOND BREAKER. PLACE SEALANT TO SPECIFIED DEPTH AND PROFILE BELOW

ADJACENT SURFACE AS REQUIRED BY SECTION 32 01 19.61.

POURED JOINT SEALANT RECESS: 1/4" +

1/16" BELOW TOP OF PAVEMENT. SEE

SEALANT NOTE 1. MANUFACTURER IN

JOINT.

CONTRACTION JOINT SEALANT DETAILS (SAWED TYPE) A1

C-502NOT TO SCALE

A1

C-502NOT TO SCALE

PREFORMED

NON-EXTRUDING JOINT

FILLER.

POURED SEALANT

DEPTH 1 TO 1.5 TIMES

THE SEALANT

RESERVOIR WIDTH

SEALANT RESERVOIR

WIDTH 3/8" + 1/8"

SEALANT RESERVOIR

WIDTH 1/2" TO 5/8"

POURED JOINT SEALANT

RECESS: 1/4" + 1/16"

BELOW TOP OF

PAVEMENT. SEE SEALANT

NOTE 1.

DEPTH OF SAWCUT AS

REQ'D FOR SEALANT,

SEALANT RECESS AND

BACKER ROD.

NONMOISTURE ABSORPTIVE,

NONREACTIVE BACKER ROD TO

FIT AS RECOMENDED BY THE

DIAMETER SHALL BE 125%

LARGER THAN JOINT WIDTH.

POURED SEALANT

DEPTH 1 TO 1.5 TIMES

THE SEALANT

RESERVOIR WIDTH

COMPLETED CONSTRUCTION

JOINT SEALANT DETAIL

COMPLETED EXPANSION JOINT

SEALANT DETAIL

SEALANT RESERVOIR

WIDTH 1/2" TO 5/8"

POURED JOINT SEALANT

RECESS: 1/4" + 1/8" BELOW

TOP OF PAVEMENT. SEE

SEALANT NOTE 1.

POURED SEALANT: DEPTH OF

SEALANT= 1 TO 1.5 TIMES THE

SEALANT RESERVOIR WIDTH

NON-MOISTURE ABSORPTIVE,

NON-REACTIVE BACKER ROD

TO FIT AS RECOMMENDED BY

THE MANUFACTURER IN JOINT.

DIAMETER SHALL BE 25%

LARGER THAN JOINT WIDTH.

DEPTH OF FINAL SAWCUT AS REQ'D

FOR SEALANT DEPTH, SEALANT

RECESS AND BACKER ROD. PER

MANUFACTURER OF SEALANT.

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIR.

1/8" MIN. INITIAL

SAWCUT WIDTH

INITIAL SAWCUT:

T/4 T=PAVEMENT

THICKNESS

SEALANT RESERVOIR

WIDTH 1/2" TO 5/8"

CONTRUCTION JOINT SEALANT DETAILS (SAWED TYPE)

NOTE: PROVIDE SELF-LEVELING, NON-ACID CURING SILICONE SEALANT MEETING ASTM C920, TYPE S, GRADE P (FOR HORIZONTAL JOINTS), CLASS 25 OR BETTER. SEALANT SHALL BE COMPATIBLE WITH ADJACENT MATERIALS AND SUITABLE FOR EXTERIOR CONCRETE APPLICATIONS. INSTALL IN ACCORDANCE WITH ASTM C1193 USING APPROVED BACKER ROD OR BOND BREAKER. PLACE SEALANT TO SPECIFIED DEPTH AND PROFILE BELOW

ADJACENT SURFACE AS REQUIRED BY SECTION 32 01 19.61.

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1766588

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 14 SEP 2023

RB

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C-502

TY

PI

C

AL

C

AB

LE

R

EI

N

FO

R

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ED

C H

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