Base Security Drawings.pdf

TQKD 15-2124 REPAIR BASE SECURITY

Date: 19 AUGUST 2021 SHEET:

DRAWING:

Repair Base Security Portland Air National Guard Base, Oregon

G-001

Sheet Index

G-001 COVER SHEET

G-002 GENERAL SITE NOTES AND LEGEND

G-003 FENCING NOTES

C-100 OVERALL SITE PLAN

C-101 DEMOLITION PLAN

C-102 TEMPORARY FENCING PLAN

C-103 SITE PLAN – AREA 1

C-104 SITE PLAN – AREA 2

C-105 SITE PLAN – AREA 3

C-200 FENCE DETAILS

C-201 CABLE BARRIER DETAILS

C-202 CABLE BARRIER DETAILS

C-203 SWING GATE DETAILS

Bid Option Summary

1. JERSEY BARRIER STORAGE

2. FRONT GATE REPAIR

DRAWING:

GENERAL SITE NOTES:

SEE ATTACHED SPECS FOR SPECIFICS

1. SECURITY FENCING SHALL MEET CRASH TESTING OF M40 (TESTED, CERTIFIED,

ENGINEERED AND EQUIVALENT).

2. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL

TIMES. CONTRACTOR TO MOVE EXISTING VEHICLE BOLLARDS ALONG TEMPORY

FENCE LINE.

3. CAUTION: LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR

PRIOR TO DATE OF CONSTRUCTION. FOR INFORMATION CONTACT142 CES. THE

CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL AND VERTICAL

LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE

PANG CIVIL ENGINEER DEPARTMENT OF ANY DISCREPANCIES.

4. CONTRACTOR SHALL NOTIFY THE ANG 142ND BASE IN WRITING 5 BUSINESS DAYS

PRIOR TO ANY SHUT-OFF SERVICE. THE NOTICES MUST HAVE CONTRACTORS

PHONE NUMBER AND NAME. CONTRACTOR IS REQUIRED TO HAVE 142ND CIVIL

ENGINEER APPROVAL PRIOR TO SHUT OFF.

5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN

ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

6. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL

POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE

WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL

MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR’S EXPENSE.

7. ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL BE COVERED

WITH SOD OR GRASS AS INDICATED ON THE DRAWINGS. SEEDING SHALL COMPLY

WITH PORT OR PORTLAND IAW FOR ‘TERIARY BLEND OF FALL FESCUE”.

8. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE

EROSION MATERIALS FROM LEAVING THE SITE. CONTRACTOR SHALL SUBMIT

EROSION CONTROL PLAN.

9. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE

RESPONSIBILITY OF THE CONTRACTOR.

10. ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY AN ANG

REPRESENTATIVE AND/OR THE ENGINEER OF RECORD WHO SHALL BE IN

COMMUNICATION WITH KO, WHO WILL HALT CONSTRUCTION WHEN STANDARD

CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO.

11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318. CONCRETE

SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI.

G-002

FRONT GATE REPAIR NOTES

1. ADD MANUAL OVERRIDE TO CLOSE THE GATE.

2. PANG SOLUTION:

a) ADD WHEEL(S) TO CENTER OF GATE TO ASSIST WITH

SAGGING.

b) EXCAVATE TRENCH AND FILL TO CREATE SOLID BARRIER

FROM SOIL AND DEBRIS FALLING INTO TRENCH.

a) ROUGHLY 1.5FT WIDE BY 5 FEET LONG.

3. KNOWN ISSUES:

a) SAGGING ON EAST SIDE OF GATE.

i. POSSIBLE WEIGHT ISSUE.

b) NO MANUAL OVERRIDE.

c) DIRT TRENCH REQUIRES PERMANENT SOLUTION.

DRAWING:

CHAIN LINK FENCING:

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

ALUMINUM-COATED STEEL WIRE CHAIN LINK 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.

2. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL BE USED. COATING OR PLATING WILL BE

ELECTROLYTICALLY COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT CORROSION.

3. REINFORCEMENT: SEE REINFORCEMENT NOTE SECTION (SEE SHEET N2)

4. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN ADDITIONAL "Y“ SHAPED

TOP GUARD ~1' HEIGHT COMPOSED OF 3 STRANDS OF BARBED WIRE AS REQUIRED. THE

TOTAL FENCE HEIGHT SHALL BE 8'.

5. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC SHALL BE WITHIN TWO INCHES OF

FIRM SOIL.

6. TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED WIRE ALONG THE TOP TOF A

FENCE , FACING OUTWARD (Y SHAPED) 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.

7. FENCE POSTS, RAILS AND BRACING: SHALL BE ASTM F1043 ROUND PIPE OR

SQUARE TUBE 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" OC. SIZE (DIAMETER) SHALL NOT

BE LESS THAN SPECIFIED.

8. POST FOUNDATION: PROVIDE CONCRETE CONFORMING TO ASTM C94/C94M, AND

OBTAINING A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 20685 KILOPASCAL 3,000 PSI.

DEPTH OF FOUNDATION TO BE DETERMINED A MINIMUM 4 X DIAMETER OF THE POST

CIRCUMFERENCE. DEPTH OF FOUNDATION TO BE 3'6" FOR ALL POST DIAMETERS UNLESS

SPECIFIED OTHERWISE BY MANUFACTURER.

9. TOP AND BOTTOM SALVAGES: PROVIDE KNUCKLED SELVAGES AT TOP AND

BOTTOM FOR FABRIC WITH 2 INCH MESH AND UP TO 60 INCHES HIGH, AND IF OVER 60

INCHES HIGH, PROVIDE TWISTED AND BARBED TOP SELVAGE AND KNUCKLED BOTTOM

SELVAGE.

10. BOTTOM AND CENTER RAILS: USE MANUFACTURER RECOMMENDATION.

11. STRETCHER BAR: PROVIDE BARS THAT HAVE ONE-PIECE LENGTHS EQUAL TO THE FULL

HEIGHT OF THE FABRIC WITH A MINIMUM CROSS SECTION OF 3/16 BY 3/4 INCH, IN

ACCORDANCE WITH ASTM F626.

12. GATE HARDWARE: USE GATE HARDWARE RECOMENDED BY THE MANUFACTURER.

13. REINFORCING CABLES SHALL BE U.S. DOMESTIC MINIMUM 3 4 IN ᴓ 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.

14. 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 BE INSTALLED PERPENDICULAT TO

THE LAY OF THE STRANDS OF THE WIRE ROPE ANS SHALL BE TIGHTENED AFTER

SAG IN CABLE BARRIER HAS BEEN REMOVED. UNLESS INDICATED OTHERWISE,

CONCRETE DEADMAN SPACING SHALL BE AT MAXIMUM 200' INTERVALS &

TURNING POINTS (ETERNAL CORNERS).

15. 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 FIR TURN BACK AND A MINIMUM OF (4) - CUPS

EACH (EQUAL SPACING).

16. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING

MATERIALS.

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

FENCE; WHILE CABLES SHALL BE INSTALLED ON THE EXTERIOR SIDE OF POST.

18. PROVIDE NECESSARY SLACK IN CABLES (GATES ONLY) TO ALLOW FOR FULL

SWING OF ALL GATE LEAVES.

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

CONFLICTWITH EXISTING FENCE POSTS.

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

MATERIAL SHALL BE E70XX ELECTRODES.

21. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE

NINTH EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION FOR ALLOWABLE

STRESS DESIGN.

22. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL HAVE A

MINIMUM YIELD STRESS OF 36,000 PSI.

23. 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.

24. TURNBUCKLES SHALL BE 1 1 4"X18", TYPE I, GALVANIZED IN

ACCORDANCE WITH

ASTM F1145.

25. ALL THREADED RODS, U-BOLTS, AND BOLTS SHALL CONFORMTO

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.

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

FS FF-C-450.

27. VARMIT FENCE FABRIC SHALL 1 INCH AND SHALL BE INSTALLED AT A

VERTICAL 90 DEGRESS AND 2-0” BELOW GROUND LEVEL.

GATES NOTES:

MATERIALS:

1. GATE MATERIALS SHALL COMPLY WITH CHAIN LINK FENCE NOTES, SEE

SPECIFICATIONS FOR STANDARDS. NOTE THAT THE MANUFACTURER

RECOMMENDATIONS WILL OVERRIDE THE SPECIFICATIONS ONLY IF THEY ARE

OF HIGHER STANDARD.

GATE POSTS AND FOUNDATIONS:

1. POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY

MANUFACTURER, BASED ON LEAF WEIGHT AND DIMENSION. MINIMUM

FOOTING DIAMETERS TO BE FILLED WITH 4000 PSI CONC.;

·· 8” POST 40” FOOTING

·· 6” POST 36” FOOTING

·· 4” POST 24” FOOTING

·· OTHER SIZES TO BE DESIGNED BY MFR. NO FOOTING WITH SHALL BE LESS

THAN (4X) THE POST DIAMETER.

SWING GATE:

1. GATE TO SWING TOWARD SECURED SIDE (INTERIOR

G-003

DRAWING:

C-100

AREA 1

C-103

OVERALL SITE PLAN

AREA 3

C-105

KEY NOTES

1. INSTALLATION PERIMETER FENCE

TO BE REPAIRED/REPLACED

2. VEHICLE BOLLARDS TO BE

REMOVED AND REPLACED WITH

FENCING.

3. JERSEY BARRIER STORAGE AREA

4. FENCE OWNED BY PORT OF

PORTLAND

5. EX USPS FENCE

6. FRONT FENCE REPAIR

GENERAL NOTES

1. DEADMAN ANCHORS SHALL

BE USED IN ACCORDANCE

WITH UFC 4-022-03

DRAWING:

C-101

AREA 1

C-103

DEMOLITION PLAN

AREA 3

C-105

GENERAL NOTES

1. ALL POSTS AND CONCRETE SHALL

BE REMOVED ALONG WITH ALL

OTHER FENCING MATERIALS.

2. ALL EXISTING POST HOLES SHALL

BE FILLED, COMPACTED, AND

SEEDED WHEN NOT USED FOR NEW

FENCE POSTING.

3. CONSTRUCTION SHALL BE

COMPLETED IN PHASES TO

REDUCE POTENTIAL THREATS TO

PERIMETER.

4. AREA 2 SHALL BE COMPLETED

FIRST, TO ACCOMMODATE

STORAGE OF JERSEY BARRIERS AS

NEEDED.

5. AREA 3 SHALL LEAVE USPS

FENCING UP AS TEMPORARY

FENCING, WHILE PANG FENCING IS

IN DEMO AND INSTALL STAGE. USPS

FENCE SHALL BE DEMOLISHED

AFTER SIGN OFF ON PANG FENCE.

6. NO DEMOLITION SHALL TAKE PLACE

WITHOUT TEMPORARY FENCING IN

PLACE AND SIGNED OFF BY GOVT.

7. JERSEY BARRIERS SHALL BE

PLACED AS A VEHICLE DETERANT,

ALONG INSIDE OF TEMPORARY

FENCE LINE.

DRAWING:

C-102

AREA 1

C-103

OVERALL SITE PLAN

AREA 3

C-105

KEY NOTES

1. EXISTING FENCE SHALL NOT BE

REMOVED UNTIL TEMPORARY

FENCING IS INSTALLED.

2. TEMPORARY FENCING SHALL BE

INSTALLED WITHIN THE PANG

PROPERTY LINES.

3. CONNECT TEMP FENCING TO

PERMANENT FENCING

4. USPS FENCING SHALL REMAIN IN

LIEU OF TEMPORARY FENCING

5. FENCE SHALL CROSS ROAD TO

KEEP PERIMETER SECURE

6. CONNECT PANG FENCE, TO USPS

AND PORTLAND OF PORTLAND

FENCE.

7. AREA 1 SHALL HAVE TEMPORARY

FENCING PLACED ON THE JACKSON

ARMORY SIDE OF THE FENCE.

GENERAL NOTES

1. JERSEY BARRIERS SHALL BE

PLACED AS A VEHICLE DETERANT,

ALONG INISDE OF TEMPORARY

FENCE LINE.

DRAWING:

SITE PLAN – AREA 1

NOT TO SCALE

C-103

1. REMOVE AND REPLACE EXISTING

PERIMETER FENCE. NEW FENCE SHALL

INCLUDE INTEGRATED VEHICLE

CABLING. SEE DETAIL C-200-203.

RELOCATE ALL PERIMETER FENCE

JERSEY BARRIERS TO STORAGE YARD.

SEE SHEET C-104.

2. INSTALL CABLE-REINFORCED SWING

GATE. SEE DETAIL C-203.

3. INFILL EXISTING DRIVEWAY CURBING

TO MATCH EXISTING SIDEWALK AND

LANDSCAPING.

4. TIE NEW FENCE INTO EXISTING

PERIMETER FENCE

5. DEADMAN ANCHORS SHALL BE AT

EVERY TURNING POINT OF THE FENCE

AND NO LESS THAN 200 FEET APART.

CABLES AND ANCHORS SHALL BE ON

SECURE SIDE OF FENCE. PER

DRAWINGS AND SPECIFICATIONS.

DRAWING:

SITE PLAN – AREA 2

KEY NOTES

1. REMOVE AND REPLACE EXISTING PERIMETER FENCE.

NEW FENCE SHALL INCLUDE INTEGRATED VEHICLE

CABLING. SEE DETAIL C-200-203.

2. INSTALL CABLE-REINFORCED SWING GATE. SEE DETAIL

C-203.

3. JERSEY BARRIER STORAGE AREA. GRADE LEVEL TO

EXISTING PAVEMENT. APPROX 55’ X 240’. 4INCH GRAVEL

BASE.

4. TIE NEW PERIMETER FENCE INTO EXISTING PERIMETER

FENC

5. RELOCATE ALL PERIMETER FENCE JERSEY BARRIERS TO

STORAGE YARD.

6. TEMPORARY FENCING

7. DEADMAN ANCHORS SHALL BE AT EVERY TURNING POINT

OF THE FENCE AND NO LESS THAN 200 FEET APART.

CABLES AND ANCHORS SHALL BE ON SECURE SIDE OF

FENCE.

8. REMOVE LIGHT POLES, BACK FILL HOLES AND COMPACT.

LIGHTING AND ALL ASSOCIATED ELECTRICAL SHALL BE

REMOVED. THIS DETAIL HAS BEEN REMOVED FROM

SCOPE.

9. MATERIAL LAYDOWN

C-104

BID OPTION

JERRSEY BARRIER

STORAGE AREA:

ADD ¾ MINUS GRAVEL.

GEOGRID BETWEEN

SUBRADE AND BASE

COURSE. MINIMUM 6INCH

THICKENESS OF

COMPACTED COURSE

GRADE.

DRAWING:

C-105

SITE PLAN – AREA 1

KEY NOTES

1. REMOVE AND REPLACE EXISTING

PERIMETER FENCE. NEW FENCE SHALL

INCLUDE INTEGRATED VEHICLE

CABLING. SEE DETAIL C-200-203

2. RELOCATE ALL PERIMETER FENCE

JERSEY BARRIERS TO STORAGE YARD.

SEE SHEET C-104

3. FENCE OWNED BY PORT OF PORTLAND

SHALL NOT BE REPLACED.

4. USPS FENCING SHALL NOT BE

REMOVED UNTIL PANG FENCING IS

INSTALLED.

5. TIE PANG FENCE TO EXISTING USPS

FENCING.

6. TIE PANG FENCE TO USPS AND PORT

OF PORTLAND FENCE.

7. DEADMAN ANCHORS SHALL BE AT

EVERY TURNING POINT OF THE FENCE

AND NO LESS THAN 200 FEET APART.

CABLES AND ANCHORS SHALL BE ON

SECURE SIDE OF FENCE.

NOT TO SCALE

DRAWING:

C-200

FENCE DETAILS 10 of 15

GENERAL NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF

INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE

PLACED ON THE SIDE OPPOSITE OF THE SECURE AREA.

3. WILDLIFE DETERRANT FENCE FABRIC SHALL BE 1 INCH MESH CHAIN LINK

FABRIC AND ATTACHED TO THE BOTTOM OF THE 2IN FABRIC INSTALLED 2’-

0” BELOW GRADE. SEE SPECIFICATIONS.

THE FABRIC SHALL BE INSTALLED AT A 45

DEGREE ANGLE AS SHOWN ABOVE.

DRAWING:

C-201

CABLE BARRIER DETAILS 11 of 15

GENERAL NOTES:

1. CABLES SHALL BE CONTINUOUS FROM DEADMAN TO

DEADMAN. NO SPLICES IN CABLE SHALL BE

ALLOWED. CABLE BARRIER SHALL BE INSTALLED

BETWEEN FENCE POSTS AND FENCE FABRIC AS

“BARRIER FENCE”.

2. BRACE PANELS W/DEADMEN SHALL BE SPACED AT

200 FOOT MAXIMUM INTERVALS AND AT CHANGES IN

ALIGNMENT EXCEEDING 45 DEGREES. LINE POSTS

AND SECURITY FABRIC SHALL BE PLACED AS

DETAILED AS “SECURITY FENCE”.

3. U-BOLTS ON LINE POSTS SHALL BE INSTALLED

PERPENDICULAR TO THE STRANDS OF THE WIRE

ROPE AND SHALL BE TIGHTENED AFTER SAG IN

CABLE BARRIER HAS BEEN REMOVED.

4. CABLE BARRIER SHALL BE U.S. DOMESTIC 3/4 INCH

6X19 CLASS WIRE ROPE, REGULAR LAY, EXTRA

IMPROVED PLOW STEEL (EIPS), INDEPENDENT WIRE

ROPE CORE (IWRC), CLASS A GALVANIZED, IN

ACCORDANCE WITH ASTM A475 AND SHALL HAVE A

MINIMUM BREAKING STRENGTH OF 40,000LB (20

TONS).

5. TURNBUCKLES SHALL BE 1-1/4 INCH X 12 INCH, TYPE I,

GALVANIZED, IN ACCORDANCE WITH ASTM F1145.

6. WIRE ROPE CLAMPS SHALL BE TYPE I, GALVANIZED, IN

ACCORDANCE WITH FS FF-C-450

7. U-BOLTS AND HEX NUTS SHALL BE 1/2 INCH

GALVANIZED, IN ACCORDANCE WITH ASTM A307 AND

ASTM A563.

8. THREADED RODS SHALL BE 1-1/4 INCH GALVANIZED,

IN ACCORDANCE WITH ASTM A307 OR A36.

9. WELDED BRACE RAILS SHALL BE INSTALLED AS PER

THE PLANS AND AWS A1.1 (STRUCTURAL WELDING

CODE – STEEL) AT END AND PULL POSTS. DAMAGE

TO THE GALVANIZED SURFACE DUE TO WELDING

SHALL BE REPAIRED WITH “REPAIR STICKS” OF ZINC-

CADMIUM ALLOYS OR ZINC-TIN LEAD ALLOYS AS PER

AWS WZC.

10. DEADMAN OFFSET IS PROVIDED TO ALLOW ACCESS

TO TURNBUCKLES FOR FUTURE ADJUSTMENT AFTER

FENCE FABRIC IS INSTALLED. IF FENCE FABRIC IS

NOT TO BE INSTALLED ON THE BARRIER POSTS,

OFFSET MAY BE ELIMINATED AS APPROVED.

11. WHEN FABRIC IS NOT TO BE INSTALLED, PROVIDE

POSTS AND FITTINGS IN CONFORMANCE WITH

DETAILS SHOWN ON THIS SHEET AND SHEET C-203.

DRAWING:

CABLE BARRIER DETAILS

C-202

SEE C-203

DRAWING:

DEADMAN DETAILS CONTINUED

C-203.2

GENERAL NOTES:

1. FOR ADDITIONAL INFORMATION SEE

ATTACHEMENT.

DRAWING:

C-203

SWING GATE DETAILS 14 of 15

DOUBLE SWING GATE NOTES

GENERAL NOTES:

1. ALL DOUBLE SWING VEHICULAR GATES MUST BE

DESIGNED TO SWING INWARD, TOWARD SECURED AREA.

2. ALL SWING GATES SHALL BE 9 FEET WIDE EACH, FOR A

TOTAL OF NO LESS THAN 18 FEET OPENING.

3. HEIGHT OF GATE, MUST MATCH ADJACENT FENCING.

4. A 2 INCH (51 MM) MAXIMUM CLEARANCE MUST BE

MAINTAINED BETWEEN THE BOTTOM OF FENCE AND THE

ROAD SURFACE WHEN GATE IS IN CLOSED POSITION. THE

ROAD SURFACE MAY BE LEVELED OR SLOPED

DOWNWARD IN THE DIRECTION THE GATE OPENS.

5. IF MORE THAN 2 INCHES OF CLEARANCE FROM GROUND

TO BOTTOM OF FENCE OCCURS, CONTRACTOR SHALL

LEVEL AREA TO MATCH EXISTING GROUND COVER.

6. A MINIMUM OF 3 FEET (915 MM) DEEP CONCRETE

FOUNDATION MUST BE USED FOR SWING GATE POSTS.

GATE SWINGS GREATER THAN 90 DEGREES MUST BE

DESIGNED WITH A LARGE ARC SPACE FOR PROPER

OPERATION.

DRAWING:

C-204

SWING GATE DETAILS 15 of 15

FRONT GATE GENERAL NOTES:

1. REPAIR FRONT GATE TO PREVENT FUTURE SAGGING.

2. CONTRACTOR TO PROVIDE PERMANENT SOLUTION FOR

DITCH THAT WILL PREVENT FUTURE DIRT AND DEBRIS

FROM FALLING IN AROUND GATE.

3. PROVIDE AND INSTALL MANUAL OVERRIDE OPTION FOR

GATE.