Attachment 2 - Revised DPEZ 182030 35 Percent REPAIR INSTALLATION PERIMETER FENCING (23-R-0001).pdf

U.S. AIR FORCE

153d CIVIL ENGINEER SQUADRON

CHEYENNE MAP

WYOMING AIR NATIONAL GUARD

35o/o SUBMITTAL REPAIR PERIMETER FENCE DPEZ -182030

CHEYENNE, WYOMING

PROJECT

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DETAILS

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BASE

WYOMING AIR NATIONAL GUARD

APPROVED

PROJECT TlnE A.F. CODE IDENT NO.

REPAIR PERIMETER FENCE

DRAWING NUMBER

DRAWING TITLE

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COVER SHEET NAME

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ENTRY TO BASE/ACCESS TO SITE

1. CHEYENNE ANG BASE IS A CLOSED BASE, PURSUANT TO SEC 21,

INTERNAL SECURITY ACT OF 1950, 50 U.S.C. 797 AND, AS SUCH, ONLY

THOSE PERSONS AUTHORIZED ENTRY MAY ENTER. IT IS, THEREFORE,

REQUIRED THAT CONTROL BE EXERCISED OVER CONTRACTOR

PERSONNEL WHILE WORKING ON THE BASE. TO MAINTAIN THIS

CONTROL, AN ENTRY AUTHORIZATION LISTING OF ALL CONTRACTOR

PERSONNEL WHO WILL BE WORKING UNDER THE CONTRACT, MUST

BE SUBMITTED TO THE CONTRACTING OFFICER 5 WORKING DAYS

PRIOR TO THE START OF WORK UNDER THE CONTRACT. THE

PREFERRED METHOD OF PROVIDING THIS LIST IS VIA EMAIL, TO THE

CONTRACT ADMINISTRATOR. THE LISTING SHALL INCLUDE, BUT NOT

LIMITED TO: CONTRACT NUMBER, PROJECT NUMBER, EMPLOYEE

NAME, AND THE ESTIMATED STARTING AND ENDING DATE OF EACH

EMPLOYEE. SUBSEQUENT LISTINGS OF ALL ADDITIONS OR DELETIONS

WILL BE SUBMITTED AS EMPLOYEES ARE HIRED OR RELEASED.

2. DURING CONSTRUCTION, THE CONTRACTOR SHALL PERMIT BASE

PERSONNEL ACCESS TO THE FACILITIES WITHIN THE WORK AREA.

THE CONTRACTOR SHALL PROVIDE PROTECTION TO PERSONS AND

PROPERTY THROUGHOUT THE PROGRESS OF THE WORK.

3. IN THE EVENT OF A DECLARED NATIONAL EMERGENCY, THE

CONTRACTING OFFICER MAY BE REQUIRED TO STOP WORK ON THIS

CONTRACT FOR SECURITY REASONS. THE CONTRACTOR SHALL

ENSURE THE CONTRACTING OFFICER HAS A CURRENT "OFF DUTY"

CONTACT NAME AND TELEPHONE NUMBER AT ALL TIMES TO

FACILITATE NOTIFICATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH

ALL REGULATIONS AND ORDERS OF THE COMMANDING OFFICER OF

THE MILITARY INSTALLATION, RESPECTING IDENTIFICATION OF

EMPLOYEES, MOVEMENTS ON INSTALLATION, PARKING, TRUCK

ENTRY, AND ALL OTHER MILITARY REGULATIONS, WHICH MAY AFFECT

THE WORK.

5. THE WORK UNDER THIS CONTRACT WILL BE PERFORMED AT AN

OPERATING MILITARY INSTALLATION WITH CONSEQUENT

RESTRICTIONS ON ENTRY AND MOVEMENT OF NONMILITARY

PERSONNEL AND EQUIPMENT. THE MILITARY INSTALLATION MAY

HAVE SPECIFIC REQUIREMENTS, WHICH WILL BE IDENTIFIED AT THE

PRE-CONSTRUCTION CONFERENCE.

6. THE CONTRACTOR SHALL INFORM ALL PERSONNEL WORKING UNDER

ITS JURISDICTION (INCLUDING SUBCONTRACTOR AND VISITING

SUPPLIER PERSONNEL} THAT ACCESS TO AREAS OUTSIDE OF THE

IMMEDIATE WORK AREA, EXCLUDING DIRECT HAUL AND ACCESS

ROUTES, CONTRACTING AND COR AND POINT OF SUPPLY AND

STORAGE IS PROHIBITED. CIRCULATION OF SAID PERSONNEL WILL BE

LIMITED TO OFFICIAL BUSINESS ONLY. PERSONS IN VIOLATION OF

THE ABOVE MAY BE APPREHENDED AND TURNED OVER TO THE

APPROPRIATE AUTHORITIES.

7. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INCURRED TO

UTILITIES WITHIN THE SCOPE OF THE PROJECT

NOTE:

ANTI RAM ING FENCE

NON-ANT RAMMING

ANTI RAM ING FENCE

NON-ANT RAMMING

ANTI RAM ING FENCE

NON-ANT RAMMING

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NON-ANT RAMMING

U.S. AIR FORCE

GENERAL

1. CAUTION: LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY

CONTRACTOR PRIOR TO DATE OF CONSTRUCTION. A GOVERNMENT

DIG PERMIT FORM AF-103 MUST BE CIRCULATED AND SIGNED BY THE

CONTRACTOR, GOVERNMENT REPRESENTATIVE, AND THE BCE. FOR

INFORMATION CONTACT: ONE CALL LOCATION SERVICES. THE

CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL AND

VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO

CONSTRUCTION AND NOTIFY THE ENGINEER AND/OR THE

GOVERNMENT OF ANY DISCREPANCIES.

2. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE

SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST

RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA} "SAFETY AND HEAL TH REGULATIONS FOR CONSTRUCTION."

THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF

THE CODE OF FEDERAL REGULATIONS. SHEETING OR SHORING

SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE

WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY BE

DETRIMENTAL TO HUMAN SAFETY TO THE PIPE BEING PLACED, TO

TREES OR TO ANY EXISTING STRUCTURE WHERE EXCAVATIONS ARE

MADE UNDER SEVERE WATER CONDITIONS.

3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND

COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER PRIOR

TO FINAL ACCEPTANCE.

4. THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE PLANS

APPROVED BY BCE , AND ONE COPY OF THE APPROPRIATE DESIGN

AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB

SITE AT ALL TIMES.

5. CONTRACTOR SHALL NOTIFY THE GOVERNMENT 7 DAYS PRIOR TO

START OF CONSTRUCTION. A PRE-CONSTRUCTION MEETING SHALL

BE SCHEDULED WITH THE GOVERNMENT AND CONTRACTOR 7 DAYS

PRIOR TO START OF WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND

MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL

TIMES DURING CONSTRUCTION. THE PLAN MAY BE MODIFIED WITH

APPROPRIATE APPROVALS FROM THE GOVERNMENT AS FIELD

CONDITIONS WARRANT.

7. BASIS OF BEARING IS WYOMING STATE PLANE (EAST ZONE 4901) NAD

8. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR

LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR.

9. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF

WYOMING PERMITTING PROCESS FOR "STORMWATER DISCHARGES

ASSOCIATED WITH CONSTRUCTION ACTIVITY."

FROM STA: TO STA:

0+00 5+25.28

5+25.28 7+50.00

7+50.00 8+02.37

8+02.37 8+22.39

8+22.39 18+18.39

18+18.39 18+48.25

18+48.25 20+92.48

20+92.48 27+99.71

/ uFFICE COORDINATOR

10. IF DEWATERING IS REQUIRED, A STATE CONSTRUCTION DEWATERING

DISCHARGE PERMIT MAY BE REQUIRED FOR THE DISCHARGES TO A

STORM SEWER, CHANNEL, IRRIGATION DITCH, ANY STREET THAT IS

TRIBUTARY TO THE AFOREMENTIONED FACILITIES, OR ANY WATERS

OF THE UNITED STATES.

11. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN ABOVE

GROUND AND UNDERGROUND UTILITIES ARE APPROXIMATE WHEN

SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL

UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE UNKNOWN

UNDERGROUND UTILITIES.

12. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE

CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE

SCHEDULES.

13. CONTRACTOR SHALL NOTIFY THE COR IN WRITING 48 HOURS PRIOR

TO ANY SHUT-OFF SERVICE. THE NOTICES MUST HAVE

CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON,

AND EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS.

14. ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY

A GOVERNMENT REPRESENTATIVE AND/ORTHE COR WHO SHALL

HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN STANDARD

CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO.

15. THE APPLICANT/OWNER SHALL WARRANT ALL WORK TO BE FREE

FROM DEFECTS IN W ORKMANSHIP AND MATERIALS FOR A PERIOD OF

ONE-YEAR FROM THE DATE OF ACCEPTANCE INTO THE WARRANTY

PERIOD OF ALL CONSTRUCTION CALLED FOR BY THE PUBLIC

IMPROVEMENTS SHOWN ON THESE CONSTRUCTION DOCUMENTS.

16. CONTRACTOR SHALL REGULARLY PATROL THE LANDS ADJACENT TO

THE DEVELOPMENT, REMOVE CONSTRUCTION DEBRIS AND KEEP

CLEAN AND SAFE.

17. THE ENGINEER SHALL FURNISH THE GOVERNMENT WITH A SET OF

"RECORD" PLANS PRIOR TO ENTERING INTO THE ONE-YEAR

WARRANTY PERIOD. THE PLANS SHALL BE ACCOMPANIED BY A

LETTER SEALED AND SIGNED BY A REGISTERED PROFESSIONAL

ENGINEER AS TO THE COMPLETENESS OF THE RECORD PLANS.

CHAIN LINK FENCING

1. OLD FENCING TO BE REMOVED AND REPLACED WITH NEW FENCING.

2. FABRIC: THE STANDARD FENCE FABRIC SHALL BE VINYL, ZINC OR

ALUMINUM-COATED STEEL WIRE CHAIN LINE WITH MESH OPENINGS

NOT LARGER THAN TWO INCHES PER SIDE AND A TWISTED AND

BARBED SELVAGE AT TOP AND BOTTOM FOR BASE PERIMETER OR

HEIGHTENED SECURITY ZONES AND 9-GAUGE FOR ALL BASE

INTERIOR.

3. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL BE USED. COATING

DATE

OR PLATING WILL BE ELECTROLYTICALLY COMPATIBLE WITH THE

FENCE FABRIC TO INHIBIT CORROSION.

4. REINFORCEMENT: SEE REINFORCEMENT DETAILS

5. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN

ADDITIONAL 1' IN HEIGHT COMPOSED OF 3 STRANDS OF BARBED

WIRE AS REQUIRED. THE TOTAL FENCE HEIGHT SHALL BE 8'.

6. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC SHALL BE

WITHIN TWO INCHES OF EXISTING PAVEMENT.

7. TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED WIRE

ALONG THE TOP OF A FENCE , FACING OUTWARD (AWAY FROM

PROTECTED SITE) AND UPWARD AT APPROX. 45 ANGLE. TO THE TOP

OF FENCE POSTS TO INCREASE THE OVERALL HEIGHT OF THE FENCE

POSTS TO INCREASE THE OVERALL HEIGHT OF THE FENCE AT LEAST 1

FOOT. THREE STRANDS OF 12-GAUGE BARBED WIRE, EQUALLY

SPACED, SHALL BE INSTALLED ON THE SUPPORTING ARMS.

8. FENCE POSTS: SHALL BE ASTM F1043 ROUND PIPE AND SHALL BE

GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. FENCE

POST SPACING AND SIZE (DIAMETER) SHALL BE DETERMINED IN

ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS' INSTITUTE

(WLG 2445). SPACING SHALL NOT EXCEED 10'-0" QC. SIZE (DIAMETER)

SHALL NOT BE LESS THAN SPECIFIED.

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CHAIN LINK FENCE REINFORCEMENT:

1. REINFORCING CABLES SHALL BE U.S. DOMESTIC MINIMUM¾ IN" 6X19

CLASS WIRE ROPE . REGULAR LAY, EXTRA IMPROVED FLOW STEEL

(EIP), INDEPENDENT WIRE ROPE CORE (WRC), CONFORMING TO ASTM

A1023 AND GALVANIZED IN ACCORDANCE WITH ASTN A475 CLASS A, &

HAVE A MINIMUM BREAKING STRENGTH OF 40,000 POUNDS (20 TONS}

CABLES WITH A BLACK VINYL COATING, SHALL NOT BE IMPREGNATED.

2. CABLES SHALL BE CONTINUOUS FROM DEADMAN TO DEADMAN, NO

SPLICES IN CABLE SHALL BE ALLOWED. CABLE BARRIER SHALL BE

INSTALLED BETWEEN FENCE FABRIC AS PER PLANS. U-BOLTS SHALL

13. WIRE ROPE CLAMPS SHALL BE TYPE I, GALVANIZED AND CONFORM

TO FS FF-C-450.

14. ALL THREADED RODS, U-BOLTS, AND BOLTS SHALL CONFORM TO

ASTM A307 AND SHALL BE INSTALLED WITH F844 WASHERS AND A 563

NUTS. ENTIRE BOLT ASSEMBLY SHALL BE GALVANIZED IN

ACCORDANCE WITH ASTM A153. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

15. ZINC RICH COMPOUND FOR REPAIRS SHALL BE 95% METALLIC ZINC ,

BY WEIGHT IN DRIED FILM; INSTALL AT LEAST TWO COATS, 4 MILS MIN

TOTAL THICKNESS.

BE INSTALLED PERPENDICULAR TO THE LAY OF THE STRANDS OF THE

WIRE ROPE ANS SHALL BE TIGHTENED AFTER SAG IN CABLE BARRIER 16.

HAS BEEN REMOVED. UNLESS INDICATED OTHERWISE, CONCRETE

DEADMAN SPACING SHALL BE AT MAXIMUM 200' INTERVALS &

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318.

CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE

STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE COVER SHALL BE

3", UNLESS OTHERWISE NOTED. TURNING POINTS (ETERNAL CORNERS).

3. WIRE ROPE ENDS SHALL TERMINATE AROUND TURNBUCKLES, GATE

POSTS OR EXTRA HEAVY-DUTY WIRE ROPE THIMBLES (AT GATES).

THESE TERMINATIONS REQUIRE 18" MINIMUM OF ROPE FOR TURN

BACK AND A MINIMUM OF (4) - CUPS EACH (EQUAL SPACING).

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

ORDERING MATERIALS.

5. DEADMAN SHALL BE INSTALLED ON THE SECURED SIDE (INTERIOR)

OF THE FENCE; WHILE CABLES SHALL BE INSTALLED ON THE

EXTERIOR SIDE OF POST.

6. PROVIDE NECESSARY SLACK IN CABLES (GATES ONLY) TO ALLOW

FOR FULL SWING OF ALL GATE LEAVES.

7. OFFSET DEADMAN SYSTEMS FROM FENCE-LINE (PLAN VIEW) TO

AVOID CONFLICT WITH EXISTING FENCE POSTS.

8. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1 .1. ALL

WELD MATERIAL SHALL BE E70XX ELECTRODES.

9. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE NINTH EDITION OF THE AISC MANUAL OF STEEL

CONSTRUCTION FOR ALLOWABLE STRESS DESIGN.

10. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL HAVE

A MINIMUM YIELD STRESS OF 36,000 PSI.

11. ALL STRUCTURAL STEEL MEMBERS AND HARDWARE USED IN CABLE

ANCHORING SYSTEM SHALL BE HOT DIPPED GALVANIZED. ANY AREAS

WHERE COATING IS DAMAGED OR REMOVED SHALL BE COVERED

WITH A ZINC RICH COMPOUND.

12. TURNBUCKLES SHALL BE 1 ¾"X18", TYPE I, GALVANIZED IN

ACCORDANCE WITH ASTM F1145.

BASE

WYOMING AIR NATIONAL GUARD

APPROVED

17. DESIGN CRITERIA:

UFC 4-022-03 "SECURITY ENGINEERING: FENCES AND GATES"

UFC 4-022-02 "SELECTION AND APPLICATION OF VEHICLE BARRIERS"

18. AT CABLE REINFORCING GATES, PROVIDE TWIST-OFF METAL TIES TO

SECURE CABLE TO GATE FABRIC@ 24" OC & U-BOLTS TO SECURE TO

GATE UPRIGHTS. MODIFY AS NEEDED TO FACILITATE OPERATION OF

GATE.

REPAIRING CONCRETE AND ASPHALT SECTIONS

CONCRETE REPAIR

1. WHERE EXISTING CONCRETE AND ASPHALT PAVEMENT IS IMPACTED

DURING THE DEMOLITION OR CONSTRUCTION PROCESS NEW

PATCHES SHOULD BE REPLACED IN KIND

2. BASE COURSE SHALL BE RE-COMPACTED PRIOR TO PLACEMENT OF

NEW SLABS. FURNISH BASE COURSE "GRADING W' AS REQUIRED TO

BRING THE SUBGRADE ELEVATIONS (SUBSIDIARY TO FULL DEPTH

CONCRETE REPAIR).

3. CONCRETE SHALL RECEIVE A BURLAP DRAG FINISH CONSISTENT

WITH ADJACENT PANEL

4. ALL REPAIRS REQUIRE EXPANSION MATERIAL BEFORE THE

PLACEMENT OF CONCRETE.

PROJECT TlnE A.F. CODE IDENT NO.

REPAIR PERIMETER FENCE

DRAWING NUMBER

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D

A.F. CODE IDENT NO. �

I DRAWING NUMBER '

DPEZ-182030

SHEET NAME

S6

A

B

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INSTALL DATE

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DESCRIPTION OF REVISION

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APPROVED

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DATE

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LTR.

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U.S. AIR FORCE

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CHEYENNE MAP

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SHEET SIZE

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SHEET NAME

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DRAWING NUMBER

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A.F. CODE IDENT NO.

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DRAWING TITLE

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PROJECT TITLE

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SHEET NUMBER

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DATE

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SCALE

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BASE

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APPROVED

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WYOMING AIR NATIONAL GUARD

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DRAWN

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DESIGNED

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REVIEWED

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DATE

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COORDINATOR

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OFFICE

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DPEZ-182030

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DETAILS

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REPAIR PERIMETER FENCE

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AutoCAD SHX Text 11/16/22

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AS SHOWN

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SB

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REVISE DRAWING DELETE SET-BACK

AutoCAD SHX Text 06/01/2023

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).

PLAN VIEW (GATE OPEN)

TURNBACK (TYP) SEE

DETAIL B1/UFC-713

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.

EXTEND GATE REINF 2'± BEYOND OVERHANG

TO FACILITATE A FLEXIBLE CONNECTION T

FENCE REINF

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. ---------�

PLAN VIEW GATE CLOSED)

SCALE: 1 /2'' = 1'-0"

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I, ELEVATION - TYPICAL CABLE REINFORCING CANTILEVER SLIDE GATE

SCALE: 1 /2'' = 1 '-0"

U.S. AIR FORCE

153d CIVIL ENGINEER SQUADRON

CHEYENNE MAP

/ uFFICE COORDINATOR DATE --....__,._

\ I

/INSTALL D.lTE LTR.

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OVERHANG

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DESCRIPTION or REVISION

REVISE DRA.WING DELETE SET-BACK

PROVIDE EXTRA HEAVY DUTY ROPE THIMBLE AT

TERMINATIONS TO ALLOW DROP BAR TO PASS THROUGH

AND SECURE CABLES WHEN GATE IS CLOSED (TYP)

CANTILEVER GATE (OPEN)

CANTILEVER GATE (CLOSED) --- 1

Dr-----

PROVIDE TWO LOCKING BAR TAB

PLATES ON TERMINATING GATE POST

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CANTILEVER GATE (CLOSED)

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-FOR CONNECTION OF CABLE TO GATE SEE I

REINF NOTE 19 ON SHEET UFC-710 (TYP).

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PROVIDE GATE REINF AS INDICATED _____,;1/ I

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VARIES (FIELD VERIFY) . I

DATE A.PPROV�

RAWN

CIVIL DWGS UFC-712

UFC-712 UFC-712

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06/01/2023

WYOMING AIR NATIONAL GUARD DRAWING TITLE

BH APPROVED DETAILS

_/ BH AS SHOWN D

A.F. CODE IDENT NO.

DRAWING NUMBER

DPEZ-182030

SHEET NAME

D2

1 0 OF11

A

SHT9

B

SHT9

NOTES:

1. ALL DIMENSIONING FOR DROP ARM, TAPE STRIPING, PIVOT AND RECIEVER STANCHIONS, AND

FOUNDATIONS, AND MATERIALS TO BE SPECIFIED BY MANUFACTURER.

2. GATE ELEVATION IS VIEWED FROM THE OUTSIDE OF THE SECURE AREA LOOKING IN.

3. CLEAR OPENING AS SPECIFIED PER GATE IN DRAWING.

4. REFLECTIVE TRAFFICNEHICULAR TAPE, RED/WHITE, ALTERNATING, WEATHERPROOF, TAPE WILL

BE FHWA - MUTCD COMPLIANT. SHOP APPLIED BY MANUFACTURER, BOTH INBOUND AND

OUTBOUND SIDES.

5. ELECTRO-MECHANICAL OPERATOR AND MANUAL WITH COUNTERBALANCE COMPLYING WITH

OWNERS SPECIFIED LOCKING TYPE, (CARD READER, KEYPAD, PUSH BUTTON OR OTHER ACCESS

CONTROL DEVICE.)

6. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

1---------CLEAR OPENING (}---------1

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REQUIRED

FOR COVER

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CRASH BEAM

PLAN VIEW

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7 /2"

REQ IRED

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STANCHION

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TAPE. BOTH SIDES

PERSPECTIVE

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ELEVATION

RECEIVER

STANCHION

REINFORCED

CONCRETE FOOTER

PLAN VIEW

ELEVATION

PERSPECTIVE

ELEVATION

ELEVATION CONCRETE REINFORCEMENT

TYPICAL DROP ARM DETAIL

(NOT TO SCALE)

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(NOT TO SCALE)

U.S. AIR FORCE

153d CIVIL ENGINEER SQUADRON

CHEYENNE MAP

XX X

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FRONT ELEVATION

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RAWN

06/01/2023 \ SB

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3/8" DIA TRUSS R.OOj

TYPICAL FENCE AND BRACED PANEL ELEVATION

SCALE, 2.0" ? 1.0'

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TYPICAL 6 STRAND BARBED WIRE AND DOUBLE EXTENSION ARM CONFIGURATION

SCALE: I� = r-o·

BASE PROJECT TlnE

REPAIR PERIMETER FENCE

WYOMING AIR NATIONAL GUARD DRAWING TITLE

APPROVED DETAILS

D

A.F. CODE IDENT NO.

DRAWING NUMBER

DPEZ -- 182030

SHEET NAME

D3

11 OF 1 1