Atlantic City ANGB ECF Addendum 02.pdf

Atlantic City ANGB ECF Addendum 02 cover Page 1 of 2

Project name: Entry Control Facility Client: Atlantic City ANGB, NJ ANG

Project location: Atlantic City ANGB, NJ Client representative: Maj Natalia Rojas

Project number: AQRC169009 Date: May 16, 2025

TO ALL BIDDERS: You are requested to make all changes and/or additions contained in this Addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in rejection of bid.

I. DRAWINGS (All drawing updates are attached as full sheets.)

A. Drawing CG081:

1. Add Coordination and Communication note 4.

B. Drawing CG101:

1. Removed Installation Note 5.

C. Drawing A-201:

1. Add informational note about cast aluminum jersey devil logo to drawing.

D. Drawing TY601:

1. Updated ITN Building number from 27 to 272.

II. SPECIFICATIONS

A. Make the following changes to section 083402:

1. At the end of section 1.4 paragraph, add the following sentence: “Bullet resistant components shall be in accordance with the requirements of UL 752 Level III.”

B. Make the following changes to section 129300:

1. Replace section 2.1.6 Tempered Glass with the following:

“2.1.6 Tempered One-Way Glass

Type I, Class 1, Quality Q1, ¼-inch thick, grey mirrored tempered glass coated on one face with a hard, adherent film of pyrolytic coating or other approved coating of equal durability.

Visible transmittance is 11 percent. Visual transmission for the coated side is 68 percent and the reflected side is 16 percent.”

2. Add the following between section 2.4 Site Standards and 2.5 Shelters:

Addendum No. 2

Atlantic City ANGB ECF Addendum 02 cover Page 2 of 2

“2.5 Benches

Furnish benches with no sharp edges or protruding hardware.

A. Height: The height above finished grade or specified surface must be between 18-20 inches and level.

B. Seat: The seat surface must be pitched or slotted to shed water; the seat depth must be between 12-18 inches and pitched down at the back at 0–5-degree angle. Seat must have a minimum width of 24 inches per person and must overhang the support base by a minimum of 4 inches for heel space and to facilitate rising from a seated position.

C. Back Rest: When back rests are required, the height must be between 15-18 inches from the top of the seat and the connection must be at a 90–110-degree angle to the seat.

D. Arm Rest: no arm rest required.

E. Length: Length of bench shall be 4 feet.

F. Weight Limit: Seat must support a minimum of 300 lbs for each person they are designed to accommodate.

2.5.1 Aluminum Units

Provide extruded or formed aluminum slat bench in accordance with manufacturer's standard, with clear anodized finish.

A. Design benches to sustain a live load of not less than 200 pounds per square foot.

B. Provide manufacturer's standard cast aluminum freestanding pedestal.

2.5.2 Accessories

Provide manufacturer’s standard materials and accessories as required for assembly of units and as indicated on the assembly drawings. Provide unexposed aluminum, stainless steel, or steel plates, angles, and supports as required for complete assembly. Separate dissimilar materials to prevent electrolytic action.

2.5.3 Fasteners

Provide concealed fasteners except where specifically approved; types as required for specific usage.

2.5.4 Anchoring Brackets

Provide zinc-plated steel angle anchoring brackets that are designed for proper anchoring and are pre-drilled for bolting benches to substrate.”

3. Renumber existing section 2.5 to be section 2.6 and renumber subsections to be consistent.

END OF ADDENDUM

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2024 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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GC081

GENERAL NOTES

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4498700-170096.01

NOVEMBER 1, 2024

GENERAL NOTES:

1. DIG PERMITS, IF REQUIRED, SHALL BE OBTAINED FROM THE CONTRACTING OFFICERS

REPRESENTATIVE FOR APPROVAL SIGNATURES. THIS MAY TAKE APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE. UPON COMPLETION CONTRACTOR SHALL CALL NEW JERSEY ONE-CALL FOR UTILITY LOCATE SERVICES AT 1-800-272-1000 OR 811. FIELD VERIFY THE LOCATION OF UTILITY AND OTHER FEATURES AND COMPARE TO THE CONTRACT DOCUMENTS. INFORM THE CONTRACTING OFFICER OF

ANY DISCREPANCIES.

2. FILE FAA FORM 7460-1 IN REFERENCE TO THE CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT.

MAXIMUM EQUIPMENT HEIGHT IS ANTICIPATED TO BE 30 FEET. COORDINATE WITH ATLANTIC COUNTY AIR NATIONAL GUARD BASE CE OFFICE AND CONTRACTING OFFICER FOR ANY TEMPORARY AIRFIELD WAIVERS. LOCAL AIRFIELD CONSTRUCTION WAIVERS WILL BE APPROVED AFTER THE CONTRACTOR

HAS RECEIVED FAA APPROVAL/DETERMINATION.

3. COMPLETE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), REFER TO SPECIFICATION

01 57 19 FOR ADDITIONAL INFORMATION.

4. PROVIDE STABILIZED CONSTRUCTION ACCESS ROAD ENTRANCE AND COORDINATE LOCATION WITH

THE CONTRACTING OFFICER.

5. STOP WORK IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER IF A UTILITY LINE IS

DISTURBED.

6. KEEP ALL ROADS AND STREETS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES.

PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS REQUESTED BY THE

CONTRACTING OFFICER. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING

AREAS, AND BASE OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION

ACTIVITIES. PROVIDE PHOTOGRAPHS AND/OR VIDEO RECORDING OF THE EXISTING STATE FOR THE

PROJECT LIMITS. ACCESS POINTS, HAUL ROUTES, LAYDOWN AREA AND ANY OTHER AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER

TO THE SATISFACTION OF THE CONTRACTING OFFICER. COORDINATE WITH THE CONTRACTING

OFFICER FOR A PRECONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF ACCESS POINTS, HAUL ROUTES, AND LAYDOWN AREAS TO BE PERFORMED.

7. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF STATE, LOCAL, AND

GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING OFFICER.

8. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, STATE.

LOCAL, AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION

OR DISCREPANCY BETWEEN REQUIREMENTS, INCORPORATE WHICHEVER IS MOST STRINGENT.

WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT, SUBMIT ISSUE TO THE

CONTRACTING OFFICER IN WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL BE

CONSIDERED FINAL.

9.INSTALL A TEMPORARY SILT FENCE AROUND THE CONSTRUCTION SITE STAGING AND LAYDOWN AREAS AS NEEDED FOR SECURITY OF EQUIPMENT AND MATERIALS AS DIRECTED BY CONTRACTING

OFFICER.

10. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE CONTRACTING OFFICER.

DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN BASE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT THEIR POINT OF CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR

THE NEW LINES.

11. EXPOSE, VERIFY AND BACKFILL ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH

GREATER THAN 12 INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE EXPOSED. UTILITY

ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE CONFLICTS WITH ANY EXISTING

UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT.

COORDINATE WITH THE CONTRACTING OFFICER.

12. FACILITIES IN THE UTILITY CORRIDOR SHALL BE RESTORED UPON COMPLETION OF

CONSTRUCTION. SCREEN WALLS, FENCES, RETENTION WALLS, VEGETATION, ANDOTHER

LANDSCAPING SHALL BE REPLACED IN LIKE KIND TO THE ORIGINAL FEATURES AND TO THE

APPROVAL OF THE CONTRACTING OFFICER. COORDINATE WITH CONTRACTING OFFICER.

13. MOW AND MAINTAIN ALL AREAS WITHIN THE PROJECT LIMITS AS COORDINATED WITH THE

CONTRACTING OFFICER FROM NOTICE-TO-PROCEED DATE THROUGH THE DURATION OF THE

PROJECT. MOW TO A MAXIMUM AVERAGE HEIGHT OF 3-INCHES FOR SPRING/SUMMER MAINTENANCE

AND 6-INCHES FOR FALL/WINTER MAINTENANCE.

14. UTILIZE EROSION CONTROL DEVICES FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES

WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF, IN ACCORDANCE WITH ALL

FEDERAL, STATE, AND LOCAL REGULATIONS.

15. OBSERVE THE LOCATION OF EXISTING BUILDING AND UTILITY STRUCTURES AT ALL TIMES.

PROTECT STRUCTURES TO REMAIN WHEN WORK OCCURS PROXIMATE TO THOSE LOCATIONS.

EFFORT AND COST TO BE BORNE BY THE CONTRACTOR.

COORDINATION AND COMMUNICATION:

1. APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, PRESENT ON THE CONSTRUCTION SITE DURING WORKING

HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED AS

THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A

24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON

THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE

CONTRACTING OFFICER PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. MAINTAIN CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE

CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE

CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

3. COORDINATE WITH VERIZON NEW JERSEY FOR THE RELOCATION OF FACILITIES

ADJACENT TO TILTON ROAD. SEE SHEET CD101. RELOCATION COORDINATION SHOULD

BEGIN EARLY IN PROJECT CONSTRUCTION TO ALLOW TIME FOR VERIZON NEW JERSEY

TO RELOCATE FACILITIES.

4. CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER TWO WEEKS PRIOR TO

WHEN ALL BURIED UTILITIES ARE BEING INSTALLED PRIOR TO BACKFILLING AND FOR

EXISTING UTILITIES THAT ARE UNCOVERED. THE CONTRACTING OFFICER WILL

COORDINATE WITH FAATC SO THAT THE FAATC CAN GPS AND MONITOR ALL UTILITIES.

ACCESS AND SAFETY NOTES:

1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL VEHICLES, AND EQUIPMENT IS ILLUSTRATED ON DRAWINGS. ACCESS ROUTES MAY BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON ATLANTIC CITY ANGB. COORDINATE POTENTIAL SCHEDULE IMPACTS WITH THE CONTRACTING OFFICER.

2. LOCATE CONTRACTOR'S STAGING AREA AND POV EMPLOYEE PARKING AS INDICATED ON SHEET GC141 OR AS

DIRECTED BY THE CONTRACTING OFFICER.

3. MAINTAIN EXISTING BASE ROADS USED AS HAUL ROADS SUCH THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. PROVIDE HAUL ROAD LOCATIONS

SHALL BE AS INDICATED IN SHEET GC141 AND APPROVED BY THE CONTRACTING OFFICER.

4. COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.

5. MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A

DAILY BASIS.

6. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION OF EXISTING SITE. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND VIDEO RECORDING OF THE EXISTING SITE CONDITIONS OF THE PROJECT LIMITS PRIOR TO

START OF ANY WORK.

7. RESTORE ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING BORROW AREAS, STOCKPILE AREAS, MATERIAL LAYDOWN, EQUIPMENT PARKING, CONTRACTOR PARKING, EARTHWORK ACTIVITIES, UTILITY TRENCHING, OVERHEAD UTILITY WORK, ETC. TO BETTER THAN EXISTING CONDITIONS. COVER ALL AREAS NOT DESIGNATED FOR PAVEMENT OR GRAVEL SURFACING WITH A MINIMUM 4-INCHES OF TOPSOIL, SEEDED, AND

IRRIGATED/MAINTAINED UNTIL 95% COVERAGE OF GROUND COVER PER THE SPECIFICATIONS.

8. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY POLICE WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING ATLANTIC CITY ANGB MUST HAVE A VALID PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE FOR THE OPERATOR. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICER IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE

AREAS.

9. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES: PERIODIC BASE EXERCISES MAY OR MAY NOT IMPACT DAILY ENTRY PROCEDURES TO WORK AREAS ON ATLANTIC CITY ANGB. IN ADDITION, ALL CONTRACTOR PERSONNEL MAY BE REQUIRED TO LEAVE AN AREA AND RE-ACCOMPLISH ENTRY PROCEDURES. IN THE EVENT OF AN EMERGENCY THAT REQUIRES EVACUATION FROM THE AREA, COMPLY WITH THE INSTRUCTIONS FROM

SECURITY FORCES.

10. PROVIDE ALL NECESSARY WATER AND TOILET FACILITIES FOR WORKERS WITHIN THE CONSTRUCTION SITE.

DO NOT USE GOVERNMENT FACILITIES UNLESS SPECIFICALLY INDICATED OTHERWISE. COORDINATE LOCATIONS

OF FACILITIES WITH CONTRACTING OFFICER.

11. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, PARK CONSTRUCTION EQUIPMENT AND VEHICLES

WITHIN THE WORK AREA/STAGING AREA.

12.COORDINATE ANY GOVERNMENT OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE THE PROJECT

WITH THE CONTRACTING OFFICER.

13. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, NOTIFY THE CONTRACTING OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE

CLOSURE A MINIMUM OF 14 DAYS IN ADVANCE.

RECORD DRAWING NOTES:

1. MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE PROJECT.

CONSTRUCTION RECORD DRAWINGS, IN CADD AND GIS FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER. CONTRACTING OFFICER WILL SHARE WITH FAA. AS-BUILTS (X, Y, Z) FOR ALL UTILITY SYSTEMS AND BUILDING STRUCTURES SHALL BE FIELD SURVEYED BY A LICENSED SURVEYOR IN THE STATE OF NEW JERSEY.

2. DURING CONSTRUCTION OF THE PROJECT, KEEP TRACK OF ANY CONTRACTING OFFICER APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. THESE

REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE

REVEALED DURING CONSTRUCTION.

TRAFFIC CONTROL:

1. PRIOR TO CONSTRUCTION, CORDON OFF THE LIMITS OF CONSTRUCTION BY USING CHAIN LINK TEMPORARY CONSTRUCTION

FENCE APPROVED BY THE CONTRACTING OFFICER.

2. MARK ALL CONSTRUCTION EQUIPMENT AND VEHICLES WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE. PROVIDE EACH VEHICLE WORKING INSIDE THE SECURITY FENCE WITH AMBER COLORED LED STROBE

LIGHTS.

3. PROVIDE CONSTRUCTION EQUIPMENT WITH AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT TO REMAIN.

5. IMMEDIATELY CLEAN ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC. FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED METHODS DURING WORKING HOURS. MAINTAIN ONE FULLY OPERATIONAL STREET SWEEPER/VAC TRUCK ON

SITE AT ALL TIMES.

6. CONSTRAIN STOCKPILED MATERIAL IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROP WASH OR JET

BLAST.

TEMPORARY CONSTRUCTION EQUIPMENT AND STOCKPILE HEIGHT:

1. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND LIGHTED IN ACCORDANCE WITH FAA AC 70/7460-1.

DELINEATE ALL HAZARDOUS AREAS WITH LIGHTED BARRICADES ON ALL EXPOSED (VISIBLE OR ACCESSIBLE) SIDES. PROVIDE ALL NECESSARY INFORMATION TO THE CONTRACTING OFFICER FOR CONSTRUCTION CRANES, EQUIPMENT, AND RELATED EQUIPMENT, AND RELATED ACTIVITIES. ALL FORMS SHALL BE APPROVED PRIOR TO USING OR BRINGING EQUIPMENT ON SITE.

BASE CE TO SUBMIT 7460.1 FORMS TO FAA FOR PERMANENT BUILDING. CONTRACTOR TO SUBMIT 7460-1 FORMS TO FAA FOR

ALL TEMPORARY CONSTRUCTION.

2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC 150/5370.2F AND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 200'-0" IN HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460-1 APPROVAL.

COORDINATE WITH CONTRACTING OFFICER FOR LOCAL OBSTRUCTION APPROVAL WHEN EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED ON-SITE, PROVIDE A MINIMUM NOTICE OF 45 DAYS TO THE CONTRACTING OFFICER AND BASE AIRFIELD OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM 7460.1 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL BE ISSUED BY BASEAIRFIELD OPERATIONS AND THE CONTRACTING OFFICER AFTER APPROVAL BY THE FAA.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST

ELEVATION.

4. DO NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE AVIATION SURFACES. STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.

GRADING REQUIREMENTS:

1. TO THE MAXIMUM EXTENT POSSIBLE, EXCAVATED SOILS SHALL BE REPURPOSED TO REMAIN WITHIN THE PROJECT LIMITS AS FILL MATERIAL. FAA RESERVES THE RIGHT OF FIRST REFUSAL TO RETAIN ALL EXCESS MATERIAL GENERATED FROM CONSTRUCTION PROJECTS PERFORMED ON TECHNICAL CENTER PROPERTY (INCLUDING LEASED AREAS).

2. ANY SOIL THAT IS PROPOSED TO BE RELOCATED OUTSIDE OF A PROJECT AREA MUST BE SAMPLED AND ANALYZED FOLLOWING NJDEP FILL MATERIAL GUIDANCE (I.E., ONE TCLP SAMPLE PER EVERY 1,000 YDS) AND RECEIVE APPROVAL FROM FAA PRIOR TO TRANSPORT. IN THE EVENT FAA ELECTS TO REFUSE ACCEPTANCE OR IF THE EXCAVATED SOIL IS FOUND TO BE CONTAMINATED AND NOT BEING USED AS ON-SITE BACKFILL MATERIAL, THE CONTRACTOR WILL BE REQUIRED TO PREPARE AN OFF-SITE DISPOSAL PLAN AND COORDINATE WITH FAA ON THE MATERIAL’S TRANSPORT AND DISPOSAL TO AN

APPROVED, OFF-SITE FACILITY.

3. ANY CLEAN SOIL REMAINING ON TECHNICAL CENTER PROPERTY SHALL BE TRANSPORTED TO A GOVERNMENT STOCKPILE AREA WITHIN 3 MILES OF THE PROJECT SITE AND THE CONTRACTOR MUST PROVIDE A DOZER TO BREAK DOWN THE

STOCKPILES AFTER DELIVERY.

05/16/2025 ADDENDUM 22

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TILTON RD

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POLE AND GUY WIRES TO

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POLE AND GUY WIRES TO

BE RELOCATED BY VERIZON

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

2 -125 FT 18" REINFORCED

CONCRETE PIPE, CLASS V

N INV: 52.00

S INV:52.00

STORMWATER BASIN55

525354

54 54

EXISTING CVIF TO BE

REMOVED BY OTHERS

BID OPTION 4

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

© Copyright 2024 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

ANG NO: AQRC169009

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11/01/2024 TYPE B3 FINAL

CG101

EROSION CONTROL

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GENERAL NOTES:

1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE ELITE

DWARF TURF TYPE TALL FESCUES PER THE CONTRACT SPECIFICATIONS

REQUIRED TO CONFORM WITH THE PORT'S WILDLIFE HAZARD

MANAGEMENT PLAN.

2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE

THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE

OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES

SEED BEDDING AND REDUCES RUN-OFF VELOCITY.

3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE

ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH

APPROVED MIX AND APPLICATION RATE.

4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:

COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING,

WOOD CHIPS, OR OTHER APPROVED MEASURES.

5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE

LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS,

STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW

MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE

STOCKPILE.

6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE

OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS

OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER

APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE

ADDITIONAL EROSION CONTROL MEASURES.

7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST

CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF

WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED

MEASURES.

8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF

CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.

ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES,

STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE

THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE

PROJECT.

9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED

THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL

INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND

MAINTAINED AS NEEDED.

10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE

TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF

SEDIMENT AND SEDIMENT-LADEN WATER.

11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE

TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN

ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA

CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE

POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY

SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED

WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES

50% OF THE CAPACITY.

12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE

TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE

PICKED UP AND DISPOSED IN THE TRASH.

13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF

INTO THE STORM WATER SYSTEM.

14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO

PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS.

15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN

APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING

THESE MATERIALS TO THE STORM WATER SYSTEM.

LEGEND

GRADING LIMITS

FLOW DIRECTION

EROSION MAT

STRUCTURE PROTECTION

SILT FENCE

DITCH CHECK

CONSTRUCTION

ENTRANCE STONE

AT

LA

N

TI

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AN

G

B

IN

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AL

LA

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INSTALLATION NOTES:

1. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL

MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY

CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION

OPERATIONS AND MINIMIZE LOSS OF SEDIMENT FROM THE

CONSTRUCTION SITE. THE CONTRACTOR SHALL ADHERE TO THE

CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN SHOWING THE

METHODS TO BE USED FOR CONTROLLING EROSION DURING

CONSTRUCTION WHICH INCLUDES SEQUENCE OF CONSTRUCTION

OPERATIONS. WHEN NO WORK WILL BE PERFORMED ON CRITICAL

AREAS FOR MORE THAN 14 DAYS, THEY SHALL BE PROTECTED BY

TEMPORARY SEEDING, MULCHING, OR SODDING, OR THE SLOPE

LENGTHS SHALL BE REDUCED BY THE INSTALLATION OF DIVERSIONS OR

OTHER MEANS.

2. THE CONTRACTOR SHALL INSTALL EROSION CONTROLS ON ALL

DISTURBED CRITICAL AREAS OR DISTURBANCES ADJACENT TO CRITICAL

AREAS.

3. CRITICAL AREAS ARE ANY AREA SUBJECT TO EXCESSIVE EROSION DUE

TO HIGHLY ERODIBLE SOILS, SLOPE LENGTH, STEEPNESS, WATER

CONCENTRATION OR OTHER FACTORS. AREAS MAY BECOME CRITICAL

WHEN THE VEGETATION OR OTHER SOIL SURFACE PROTECTION IS

REMOVED.

4. THE PERMANENT VEGETATIVE COVER SUCH AS SEEDING OR SODDING

ON ALL AREAS SHALL BE ACCOMPLISHED WITHIN 10 DAYS AFTER FINAL

GRADING OPERATIONS HAVE BEEN COMPLETED. TIME EXTENSIONS

BEYOND THE 10 DAY REQUIREMENT MAY BE REQUESTED IN WRITING

AND ARE SUBJECT TO WRITTEN APPROVAL.

6. EXCAVATED SOIL MATERIAL SHALL NOT BE PLACED ADJACENT TO

RIVERS, STREAMS OR BODIES OF WATER IN A MANNER THAT WILL

CAUSE IT TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. EXCESS

BORROW MATERIAL REMOVED FROM THE CONSTRUCTION SITE SHALL

BE STABILIZED AT THE SITE OF PLACEMENT.

7. THE CONTRACTOR SHALL COMPLY WITH APPLICABLE STATE AND LOCAL

REGULATIONS FOR PREVENTION AND ABATEMENT OF POLLUTION.

MAINTENANCE NOTES:

1. ALL STRUCTURAL MEASURES FOR CONTROL

OF SOIL EROSION AND SEDIMENTATION MUST

HAVE TIMELY MAINTENANCE IF THE

MEASURES ARE TO ENDURE AND EFFICIENTLY

PERFORM THEIR DESIGN FUNCTION.

PARTICULAR ATTENTION SHOULD BE GIVEN

TO TEMPORARY STRUCTURES.

2. SEDIMENT BARRIERS SUCH AS SILT FENCE

CAN ACCUMULATE LARGE QUANTITIES OF

SEDIMENT, PARTICULARLY AFTER A HEAVY

STORM. THE SAME IS TRUE FOR STORM

SEWER INLET PROTECTION, WHICH SHOULD

BE FREQUENTLY INSPECTED FOR BLOCKAGE.

3. CONSTRUCTION ENTRANCES COMPOSED OF

LOOSE AGGREGATE MAY BECOME IMPACTED

WITH SEDIMENTS SCOURED FROM THE TIRES

OF CONSTRUCTION VEHICLES. WHEN SOIL

BEGINS TO TRACK ONTO PAVED SURFACES,

THE AGGREGATE MUST BE REPLACED OR

NEW AGGREGATE ADDED ON TOP OF THE OLD.

4. VEGETATIVE MAINTENANCE DURING

CONSTRUCTION SHALL CONSIST OF SEEDING,

MULCHING OR EROSION MAT INSTALLATION,

WATERING, AND RE-SEEDING AS NEEDED

UNTIL 70% VEGETIVE COVER IS ESTABLISHED.

CONSTRUCTION SEQUENCE:

1. INSTALL PERIMETER EROSION CONTROL AND STABILIZED

CONSTRUCTION ENTRANCE (2 DAYS)

2. DEMOLITION OF PAVEMENTS AND STRIPPING OF TOPSOIL ( 4 WEEKS)

3. ROUGH GRADE SITE AND INSTALL UNDERGROUND STORMWATER

ARCHES (6 WEEKS)

4. INSTALL UTILITIES ( 6 WEEKS)

5. INSTALL INLET PROTECTION (2 DAYS)

6. CONSTRUCT SITE (6 MONTHS)

7. INSTALL SEED AND EROSION MAT OF DISTURBED AREAS (2 DAYS)

8. REMOVE PERIMETER EROSION CONTROL (2 DAYS)

05/16/2025 ADDENDUM 22

11/01/2024

PRO

FESSI O NAL E N G I NE

No.

24GE05890500

S T

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O F N EW J ER

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L I C E N S E D

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LEVEL 1

100'-0"

LEVEL 1

100'-0"

CACBCCGAGB

T.O.S. CANOPY

120'-0"

T.O.S. CANOPY

120'-0"

A-302

10'-1 3/4" 5'-8" 76'-0"

41'-6" 34'-6"

A-302

A-302

A-302

T.O.S. GUARDHOUSE

110'-8"

T.O.S. GUARDHOUSE

110'-8"

CANOPY SOFFIT

117'-0"

CANOPY SOFFIT

117'-0"

A-202

A-203

CAST ALUMINUM

JERSEY DEVIL LOGO.

CENTERED ON

CONCRETE BARRIER.

LEVEL 1

100'-0"

C2

G3

C1

G4

C3

G2

T.O.S. CANOPY

120'-0"

G1

29'-0"

6'-0" 23'-0"

2'-10" 22'-9 3/4" 3'-4 1/4"

8'-4 1/2" 8'-4 1/2" 6'-0 3/4"

A-301

A-301

T.O.S. GUARDHOUSE

110'-8"

CANOPY SOFFIT

117'-0"

A-202

A-204

LEVEL 1

100'-0"

C2 C1C3

T.O.S. CANOPY

120'-0"

29'-0"

23'-0" 6'-0"

A-301

A-301

T.O.S. GUARDHOUSE

110'-8"

CANOPY SOFFIT

117'-0"

A-202

A-204

LEVEL 1

100'-0"

LEVEL 1

100'-0"

CA CB CC GA GB

T.O.S. CANOPY

120'-0"

T.O.S. CANOPY

120'-0"

A-302

10'-1 3/4"5'-8"76'-0"

41'-6"34'-6"

A-302

A-302

A-302

T.O.S. GUARDHOUSE

110'-8"

CANOPY SOFFIT

117'-0"

CANOPY SOFFIT

117'-0"

A-203

A-203

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

© Copyright 2024 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

14000 Quail Springs Parkway Suite 500

Oklahoma City, OK 73114 phone: 405-478-5353 benham.com

ISSUED

ANG NO.: AQRC169009

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A-201

COMPOSITE BUILDING

ELEVATIONS

4498700-170096.01

S HUBERT

D RIDENOUR

NOVEMBER 01, 2024

M NOBERT

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1/8" = 1'-0"1

COMPOSITE BUILDING ELEVATION - NORTH

1/8" = 1'-0"2

COMPOSITE BUILDING ELEVATION - EAST

1/8" = 1'-0"3

COMPOSITE BUILDING ELEVATION - WEST

1/8" = 1'-0"4

COMPOSITE SOUTH BUILDING ELEVATION - SOUTH 08' 4' 8' 16'

SCALE: 1/8" = 1'-0"

0 11/01/2024 TYPE B3 FINAL

CAST ALUMINUM JERSEY DEVIL LOGO:

MULTI-COLOR FINISHED CAST ALUMINUM LOGO

THAT INCLUDES PROJECTED MOUNTING IWTH

COLLARS AND THREADED STUDS SET IN

ADHESIVE. SIZE OF LOGO IS APPROXIMATELY

16"W x 24"H. IMAGE OF "JERSEY DEVIL" TO BE

GOVERNMENT PROVIDED.

05/16/2025 ADDENDUM 22

SPD

SPD

SPD

SPD

SPD

SPD

SPD

SPD

SPD

SPD

CAM-1

CAM-2

LPR-1

LPR-2

LPR-3

CAM-3

CAM-4

CAM-5

CAM-6

CAM-7

GUARDHOUSE

IDS PANEL

KAS

GUARDHOUSE

SECURITY CABINET

GUARDHOUSE

COMMUNICATIONS

CABINET

ITN BUILDING 27

BASE SECURITY

MONITORING CENTER

DOOR 101B

HSSDUR

DOOR 101A

HSS

DOOR 101C

HSS DUR

GUARDHOUSE

DURVOL

LANE 2 BARRIER

LANE 1 COLUMN

DUR

DUR

TRUCK INSPECTION LANE

DUR

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

© Copyright 2024 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

14000 Quail Springs Parkway Suite 500

Oklahoma City, OK 73114 phone: 405-478-5353 benham.com

ISSUED

ANG NO.: AQRC169009

A Q

R C

/2 /2

:3

:0

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TY601

SECURITY ONE-LINES

4498700-170096.01

M. MOCAS

M. HENDERSON

NOVEMBER 1, 2024

M. HENDERSON

A T

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NONE

SECURITY SYSTEM ONE-LINE

SHEET KEYED NOTES:

NOT ALL KEYED NOTES ARE USED ON THIS SHEET

1. PATHWAY AND FIBER PROVIDED BY THE COMMUNICATIONS CONTRACTOR.

2. EXISTING PATHWAYS AND EXISTING FIBER.

3. PROVIDE CAT6 PATHWAY FROM EACH CAMERA TO GUARDHOUSE SECURITY CABINET.

4. PROVIDE PATHWAY FOR CAT6.

XX

CAMERA NUMBER DESCRIPTION OF VIEW

IMPACTED ROADWAY INTERSECTION

APPROACH ZONE OVERWATCH

RESPONSE ZONE

CAM-1

CAM-2

CAM-3

APPROACH ZONE OVERWATCHCAM-4

LANE 1 OPERATIONS AT ID CHECKCAM-5

LANE 2 OPERATIONS AT ID CHECKCAM-6

RESPONSE ZONECAM-7

LEGEND

SPD SURGE PROTECTION DEVICE

3 4

LICENSE PLATE READERLPR-1

LICENSE PLATE READERLPR-2

LICENSE PLATE READERLPR-3

11/01/2024 TYPE B3 FINAL

05/16/2025 ADDENDUM 22