04 1766588_LP-38 Berm_Des Rev 01.pdf
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- Attached to
- LP-38 BERM RECERTIFICATION REPAIR DESIGN AT NAVAL STATION NORFOLK (NSN), NORFOLK, VIRGINIA
- Solicitation number
- N4008526R0114
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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C-PCM-04-4)
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VDEQ DETAIL
C-SCM-03-1) SEE
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SEE B2/C-501
THE CONTRACTOR IS REQUIRED TO FURNISH A
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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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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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SATISFACTORY TO DATE
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
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CHIEF ENG/ARCH
FIRE PROTECTION
SITE PLAN NORTH
A1
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SF
SF
SF
SF
SF
SF
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C A
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A
IR
1766588
N40085-22-D-0039
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
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IE
S E
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IN
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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
SITE PLAN SOUTH
A1
1:10' 20100
FEET
CS101
SI
TE
P
LA
N S
O U
TH
1/
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12940919
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M
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C . R
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IS
IO
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
N A
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1766588
N40085-22-D-0039
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
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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
N
L
IN
K
FE
N C
E
D
ET
AI
L
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALENOT TO SCALENOT TO SCALE
NOT TO SCALE
1/
/2
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12940921
NOT TO SCALE
4/
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C . R
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N
NOT TO SCALE
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"
N A
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FA
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B
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C A
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A
IR
1766588
N40085-22-D-0039
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
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M S
C O
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A N
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SG PAE
M A
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D E
S C
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N D
A
TE
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
ET
AI
LS
NOT TO SCALENOT TO SCALE NOT TO SCALE
1/
/2
FI
N
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12940922
4/
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M
IS
C . R
E V
IS
IO
N S
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.
N A
V A
L
FA
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IE
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N G
IN
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IN
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S Y
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C O
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A N
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A N
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-3
B
E R
M R
E C
E R
TI
FI
C A
TI
O
N R
E P
A
IR
1766588
N40085-22-D-0039
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
SG PAE
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
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
C
ED
C H
AI
N
-L
IN
K
FE
N C
E G
AT
E, C
AB
LE
R
EI
N
FO
R
C
IN
G A
N D
J O
IN
T
SE
AL
AN
T
D
ET
AI
LS
1/
/2
FI
N
A L
S E
T
12940923
4/
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IS
C . R
E V
IS
IO
2026-04-10T14:24:20-0400
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File details come from the government source that posted it. Updated .