12939795.pdf

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Attached to
N400857415686 Provide Swing Gates Station BEQ's
Solicitation number
N400857415686
Issued by

About this file

This document is a technical drawing sheet (C-202) containing detailed specifications for gate grounding, traffic sign post installation, traffic signs, and related infrastructure components for a federal project with a final submittal date of 08/03/2026.

The drawing provides four primary detail sections: Gate Grounding Detail, Breakaway Connection Detail, Traffic Sign Post specifications, and Traffic Signs (R1-1 STOP sign). Key technical specifications include gate posts to be ground-protected using 6-inch Schedule 40 steel pipe set in 4000 PSI concrete with 6-foot minimum depth; grounding wire clamps soldered to fit "TV" grounding rods using AWS stranded copper wire with proper corrosion prevention measures; painting requirements for safety yellow on post components; and reflective tape (3 inches wide, yellow) on swing gates. The traffic sign post must conform to U.S. Department of Transportation standards for uniform traffic control devices (MUTCD), 2009 Edition or current, with specific mounting heights of 6 to 8 feet above finished grade. Sign mounting details specify minimum 6-foot-2-inch clearance above finished space and 1-foot lateral distance from pavement edge. All gate posts and backing posts require ground protection; swing gate backing posts require additional ground protection. The drawing explicitly notes that embedded posts will not be painted and that stainless steel hardware must be left unpainted. The technical specifications emphasize corrosion prevention, structural integrity, and safety compliance throughout all components.

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12939791.pdf PDF
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7415686 RFP.pdf PDF

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Text version

C-202

GATE GROUNDING DETAIL

Scale: NTS

C-202

GATE HOLD OPEN BOLLARD

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SIGN MOUNTINGBREAKAWAY CONNECTION DETAIL

3A C-202

TRAFFIC SIGN POST

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C-202

TRAFFIC SIGNS

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE ANSI-D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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QC

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

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AutoCAD SHX Text 12939795

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PROVIDE SWING GATES

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STATION BEQ'S

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DETAILS

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DTM

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DTM

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MDS

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34" X 10' COPPER CLAD GROUNDING ROD,DRIVEN FLUSH WITH EXISTING GRADE

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4AWG STRANDED COPPER WIRE

AutoCAD SHX Text EXOTHERMIC WELD 4AWG CU WIRE TO STEEL POST AND GATE, REMOVE PAINT PRIOR TO EXOTHERMIC WELD PROCESS. TOUCH UP PAINT AS APPROPRIATE TO PREVENT CORROSION

AutoCAD SHX Text LENGTH OF WIRE SHOULD BE SUFFICIENT TO ALLOW FULL RANGE OF GATE MOVEMENT WITH OUT BINDING OF WIRE.

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GROUNDING WIRE CLAMP, SIZED TO FIT " GROUNDING ROD 34" GROUNDING ROD

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PAINT POST SAFETY YELLOW

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SET POST IN 4000 PSI CONCRETE

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3" WIDE, YELLOW REFLECTIVE TAPE

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6" %%C SCH. 40 STEEL PIPE

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FILL POST WITH CONCRETE

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AutoCAD SHX Text NOTE: ORIENT POST SO THAT "CHAIN HOLD" CAN BE UTILIZED TO SECURE GATE IN AN OPEN ORIENTATION VIA THE GATE CHAIN.

AutoCAD SHX Text PAINTING NOTES: 1) ALL EXPOSED CARBON STEEL COMPONENTS SHALL BE PAINTED SAFETY YELLOW. THIS INCLUDES THE GATES, POSTS, AND ALL WELDED COMPONENTS. THE FIRST THREE INCHES OF THE GATE POSTS, AND BOLLARDS, WHICH ARE ENCASED IN CONCRETE AS MEASURED FROM THE TOP SURFACE OF THE CONCRETE SHALL BE PAINTED AS PREVIOUSLY MENTIONED, THE REMAINDER OF THE EMBEDDED POSTS/BOLLARD, SHALL NOT BE PAINTED. 2) STAINLESS STEEL HARDWARE SHALL BE LEFT UNPAINTED. HARDWARE INCLUDES AND NUTS, BOLTS, LOCKING PINS ETC.

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EXTENT OF PAINTING, TYPICAL

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EXTENT OF PAINTING, TYPICAL

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FILL POST WITH CONCRETE

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CHAIN HOLD, TYP.

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DEBUR ALL EDGES.

AutoCAD SHX Text NOTES: 1) ALL GATE POSTS SHALL BE GROUND PROTECTED. ALL GATE POSTS SHALL BE GROUND PROTECTED. 2) THE LOCKING POST ON SINGLE SWING GATES SHALL BE GROUND THE LOCKING POST ON SINGLE SWING GATES SHALL BE GROUND PROTECTED.

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FINAL SUBMITTAL 08/03/2026

AutoCAD SHX Text ALL SIGNAGE TO CONFORM TO US DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009 EDITION (OR CURRENT IF NEWER).

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STEEL TROWEL FINISH

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FINISH GRADE OR PAVEMENT

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8" DIA. MIN. CONC. FOOTING

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SIGN PANEL SIZE AND

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3'-0" MIN.

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AutoCAD SHX Text 16 GA. 2x2 GALV. STL. TUBE WITH PERMANENT WEATHERPROOF CAP OR 2" GALV. STL. CHANNEL, TYP.

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TOP OF SIGN HEIGHT VARY

AutoCAD SHX Text EMBEDDED ANCHOR POST TO BE L2.5x2.5x.25" GALVANIZED STEEL ANGLE OR 3" DEEP GALVANIZED STEEL CHANNEL. ANCHOR POST SHALL EXTEND A MINIMUM OF 8" ABOVE CONCRETE FOUNDATION

AutoCAD SHX Text BREAKAWAY CONNECTION TO ANCHOR POST CONNECT W/ (2) " GALVANIZED HEX 516" GALVANIZED HEXHEAD BOLTS & NUTS WITH GALVANIZED FLAT WASHERS ON EACH SIDE OF THE BOLTED CONNECTION. BOLTS SHALL BE SPACE MINIMUM OF 4" APART VERTICALLY

AutoCAD SHX Text SIGN SHALL BE MINIMUM OF 6'-6" ABOVE FINISHED GRADE MEASURED TO THE BOTTOM OF THE SIGN; AND INSTALLED 3'-0" FROM EDGE OF DRIVE LANE MEASURED TO THE CENTER OF THE SIGN POST

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SIGN POST

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ANCHOR POST

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CONCRETE FOOTING

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SWING GATE

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FIXED TYPO

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09/14/26 DTM

Sheets and Views
C-202

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