Appendix A_Construction Drawings_SWB-RIB-002B_30PCT_PINNACLE B_ELECTRICAL_REVISION_A.pdf

N

COVER SHEET

SWB-RIB-002B-G001

UNITED STATES BORDER PATROL

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

30% SUBMITTAL

RVSS PROGRAM

SECTOR

SWANTON

A

T OF TRANSPO

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OF

STATES

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NOT TO SCALE

LOCATION

PROJECT

USA

CANADA

DECEMBER 01, 2020

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DATE

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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SUBMITTED BY APPROVED BY

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REVIEWED BY

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REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

T190000027

PINNACLE B

INDEX, LEGEND AND

ABBREVIATIONS SHEET

DESCRIPTION SHEET NO.

LEGEND ABBREVIATIONSINDEX

1.7

10"

269.50X

OH

UG

PP

P

GGROUND CONDUCTOR

ELECTRICAL CONDUIT

ABOVE GROUND

POWER CONDUIT

UNDERGROUND

OVERHEAD POWER

GUARD RAIL

CENTER LINE

SILT/CONSTRUCTION FENCE

NEW TREE LINE

EXISTING TREE LINE

NEW FENCE

EXISTING FENCE

PERMANENT EASEMENT

MAX LIMITS OF DISTURBANCE

TEMPORARY EASEMENT

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

TO BE REMOVED

PROPOSED FLOW ARROW

EXISTING FLOW ARROW

NEW HANDHOLE

NEW POWER POLE

EXISTING POWER POLE

STANDARD BOLLARD

REMOVABLE BOLLARD

NEW SPOT ELEVATION

EXISTING SPOT ELEVATION

DECIDUOUS TREE

SOIL BORING

BENCH MARK FOUND/SET

REBAR FOUND

SET CONTROL POINT

PROPOSED GATE

NEW GRAVEL

PREPARED SUBGRADE

AGGREGATE SURFACE

ENGINEERED FILL

NEW CONCRETE

NEW RIP RAP

TEST WELL

GROUNDING ELECTRODE

GROUNDING ELECTRODE

EXOTHERMIC WELD

2-POLE SWITCH

LIGHTING FIXTURE

DUPLEX RECEPTACLE

TREE TO BE REMOVED

APPROX........... APPROXIMATE

BF........................ BACK FACE

BM...................... BENCH MARK

BOR................... BUREAU OF RECLAMATION

BOT................... BOTTOM

BTWN............... BETWEEN

CLR.................... CLEAR

CJ........................ CONSTRUCTION JOINT

CST.................... CONSTRUCTION

CL....................... CENTERLINE OR CHAIN LINK FENCE

DIA..................... DIAMETER

D......................... DEPTH

DHS.................... DEPARTMENT OF HOMELAND SECURITY

E.......................... EAST

ELEV................... ELEVATION

EQ...................... EQUAL

ETC.................... ET CETERA

FT....................... FEET/FOOT

FND................... FOUNDATION

GA...................... GAUGE

GALV................. GALVANIZED

H......................... HEIGHT/HIGH

HORZ................ HORIZONTAL

IN........................ INCHES

INT..................... INTERMEDIATE

INFO.................. INFORMATION

LBS..................... POUNDS

LWC.................. LOW WATER CROSSING

P&P..................... PLAN AND PROFILE

PCC.................... PORTLAND CEMENT CONCRETE

PL........................ PLATE

POE.................... PORT OF ENTRY

PSI....................... POUNDS PER SQUARE INCH

PTFE................... POLYTETRAFLUOROETHYLENE

PVI...................... POINT OF VERTICAL INTERSECTION

R......................... RADIUS

RD...................... ROAD

REQD................ REQUIRED

RFP..................... REQUEST FOR PROPOSAL

ROW................. RIGHT OF WAY

SHT.................... SHEET

STA.................... STATION

SPECS................ SPECIFICATIONS

TYP.................... TYPICAL

TBD................... TO BE DETERMINED

VF....................... VEHICULAR FENCE

W....................... WEST

WSE................... WATER SURFACE ELEVATION

WTR.................. WATER MAIN

&......................... AND

BLM.................... BUREAU OF LAND MANAGEMENT

RE....................... RESIDENT ENGINEER

RMC................... RIGID METAL CONDUIT

CMU.................. CONCRETE MASONRY UNIT

EW..................... EACH WAY

N......................... NORTH

S.......................... SOUTH

W /..................... WITH

GP...................... GROUND POINT

PB........................ PULL BOX

ACI..................... AMERICAN CONCRETE INSTITUTE

CBP.................... CUSTOMS AND BORDER PROTECTION

DOT................... DEPARTMENT OF TRANSPORTATION

@....................... AT

FAA.................... FEDERAL AVIATION ADMINISTRATION

SST..................... SELF SUPPORTING TOWER

LP....................... LOW POINT

LT....................... LEFT

OC..................... ON CENTER

NTS.................... NOT TO SCALE

TH...................... THICKNESS

EG....................... ENGINE GENERATOR

BMP.................... BEST MANAGEMENT PLAN/PRACTICES

CONT............... CONTINUATION/CONTINUOUS

EP........................ EDGE OF PAVEMENT

REINF................ REINFORCED/REINFORCEMENT

AGL.................... ABOVE GROUND LEVEL

AWG................. AMERICAN WIRE GAUGE

CU...................... COPPER

Db....................... DECIBEL

DSC.................... DISCONNECT

EES...................... EARTH ELECTRODE SYSTEM

GND................. GROUND

GFI...................... GROUND FAULT INTERRUPTING

HP....................... HIGH POINT

Hz....................... HERTZ

MIN.................... MINIMUM

MAX................... MAXIMUM

MCB................... MAIN CIRCUIT BREAKER

MDP................... MAIN DISTRIBUTION PANEL

OH.................... OVERHEAD ELECTRICAL LINES

PVC..................... POLYVINYL CHLORIDE

RGS.................... RIGID GALVANIZED STEEL

UG..................... UNDERGROUND

UNO................. UNLESS NOTED OTHERWISE

V....................... VOLT

VA..................... VOLT-AMPS

VERT................. VERTICAL

WP..................... WEATHERPROOF

PF........................ POWER FACTOR

DAR................... DESIGN ANALYSIS REPORT TXDOT............ TEXAS DEPARTMENT

OF TRANSPORTATION

UFGS................. UNIFIED FACILITIES

GUIDE SPECIFICATIONS

UPS.................... UNINTERRUPTIBLE

POWER SUPPLY

SWPPP.............. STORM WATER POLLUTION

PREVENTION PLAN

ASTM................. AMERICAN SOCIETY FOR

TESTING MATERIALS

SYSTEM

RVSS.................. REMOTE VIDEO SURVEILLANCE

IEEE.................... INSTITUTE OF ELECTRICAL

ENGINEERS

LPI...................... LIGHTNING PROTECTION

INSTITUTE

MLOD................ MAX LIMIT OF DISTURBANCE

DATUM

ASSOCIATION

NAVD................ NORTH AMERICAN VERTICAL

NFPA.................. NATIONAL FIRE PROTECTION

NAD.................. NORTH AMERICAN DATUM

OTIA................. OFFICE OF TECHNOLOGY

INNOVATION AND ACQUISITION

COR................... CONTRACTING OFFICER'S

REPRESENTATIVE

GFE..................... GOVERNMENT FURNISHED EQUIPMENT

ATS.................... AUTOMATIC TRANSFER SWITCH

TIA..................... TELECOMMUNICATION

INDUSTRY ASSOCIATION

NO..................... NUMBER

HVAC................ HEATING, VENTILATION AND

HRAIL................ HANDRAIL

AIR CONDITIONING

KW..................... KILOWATT

KVA.................... KILOVOLT AMPERES

CONN.............. CONNECTOR

RSC.................... RIGID STEEL CONDUIT

SA........................ SUBCONTRACT ADMINISTRATOR

STR.................... STRUCTURAL

SPD.................... SURGE PROTECTIVE DEVICE

UL...................... UNDERWRITERS LABORATORIES

USACE.............. UNITED STATES ARMY CORPS

OF ENGINEERS

VAC.................. VOLTS, ALTERNATING CURRENT

CKT................... CIRCUIT

EXIST................. EXISTING

EA....................... EACH OR ENVIRONMENTAL ASSESSMENT

OD..................... OUTSIDE DIAMETER

RCP.................... REINFORCED CONCRETE PIPE

SWB-RIB-002B-G002

ACCESS PLAN TO TOWER SITE

GENERAL NOTES

INDEX, LEGEND AND ABBREVIATIONS SHEET

COVER SHEET

G004

G003

G002

G001

C401

C400

C004

C003

C002

C001

CIVIL DETAILS SHEET 2 OF 2

CIVIL DETAILS SHEET 1 OF 2

EROSION AND SEDIMENT CONTROL NOTES

SITE GRADING/DRAINAGE PLAN

SITE LAYOUT PLAN

SITE PLAN

DR

LG

S100

S020

S001

E603

E601

E502

E501

E012

E011

E010

E002

E001

* TO BE PROVIDED IN FUTURE SUBMITTAL

TYPICAL ONE-LINE DIAGRAM AND PANEL SCHEDULE

TYPICAL RISER DIAGRAM

TYPICAL ELECTRICAL DETAILS SHEET 2 OF 2

TYPICAL ELECTRICAL DETAILS SHEET 1 OF 2

AND LIGHTNING PROTECTION PLAN

TYPICAL TOWER SIDE ELEVATION POWER, GROUNDING,

LIGHTNING PROTECTION PLAN FOR RVSS 120' MONOPOLE

GROUNDING AND LIGHTNING PROTECTION PLAN

UTILITY POWER PLAN

ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS

KG

USPOE.............. UNITED STATES PORT OF ENTRY

FOUNDATION DETAILS

120' MONOPOLE TOWER ELEVATION

STRUCTURAL NOTES

DATE

APPROVED

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PORT SERVIC

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T R

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T

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

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D

C

B

A

H

G

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8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

D

A T

E

T

IM

E

N

A M

E

REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

T190000027

PINNACLE B

GENERAL NOTES

SWB-RIB-0001-G003

GENERAL NOTES EXISTING UTILITIES EXCAVATION

CLEARING AND GRUBBING

SEDIMENT CONTROL

DESIGN CODES & CRITERIA

PROJECT DATUMS

DRAINAGE

AS DIRECTED BY THE RE.

UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR

PREVENTION BMP'S WITHIN THE DELINEATED MLOD

LIMIT PLACEMENT OF STORM WATER POLLUTION

TERM OF THE WORK COVERED BY THIS CONTRACT.

WITH CONTRACT DOCUMENTS THROUGHOUT THE

MANAGEMENT PRACTICES (BMP'S) IN ACCORDANCE

PROVIDE AND MAINTAIN SEDIMENT CONTROL BEST 1.

IN FINAL CONDITION.

POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED 2.

TO LEAVING THE SITE.

BMP AND/OR RECEIVE APPROPRIATE TREATMENT PRIOR

LADEN DRAINAGE MUST BE DIRECTED TO AN INSTALLED

NON-EROSIVE VELOCITIES. DURING CONSTRUCTION, SEDIMENT

WHERE POSSIBLE, CONTROL STORMWATER RUNOFF TO 1.

DR

LG

SUBGRADE PER SPECIFICATION 31 00 00.

WITH SUB-BASE OR BASE MATERIAL AND COMPACTED UP TO

THE ENTIRE STUMP MUST BE REMOVED AND THE AREA BACKFILLED

BUT ENSURE THIS DOES NOT POND RUNOFF. WITHIN THE FENCE,

ABOVE ADJACENT GROUND TO ALLOW FOR FUTURE SETTLEMENT,

COMPACT WITH NATIVE SOIL SUCH THAT THE FILL IS 1" TO 3"

STUMPS A MINIMUM OF 12" BELOW GRADE. BACKFILL AND

BE REMOVED. OUTSIDE THE FENCE, TREE REMOVAL INCLUDES

INDICATED OTHERWISE ON SITE PLANS, WITHIN THE MLOD MUST

BASED ON BEST AVAILABLE INFORMATION. ALL TREES, UNLESS

EXISTING TREES INSIDE THE MLOD ARE APPROXIMATE AND4.

EXPENSE AND FACILITATE EARTHWORK OPERATIONS.

REDUCE EXCESSIVE SOIL MOISTURE AT THE SUBCONTRACTOR'S

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER TO

GEOTEXTILE FABRIC OR OTHER METHODS MAY BE IMPLEMENTED

REPLACEMENT WITH DRIER MATERIAL, STABILIZATION WITH A

FACTOR, DISKING FOR AERATION, CHEMICAL TREATMENT,

CONTENTS WITHIN 1 TO 2 DAYS. IF TIME IS A CRITICAL

SITE WILL BE TYPICALLY DRY TO WORKABLE MOISTURE

COMPACTION CRITERIA, DURING MOST OF THE YEAR, THE

AND EFFORTS TO COMPACT SITE SOILS TO THE RECOMMENDED

THIS CONDITION COULD HAMPER EQUIPMENT MANEUVERABILITY

WITH MOISTURE CONTENTS SIGNIFICANTLY ABOVE OPTIMUM.

WET WEATHER MAY RESULT IN NEAR-SURFACE SITE SOILS

THE SITE GRADING PERFORMED DURING OR SUBSEQUENT 3.

SECTION.

REQUIREMENTS FROM ENGINEERED FILL SPECIFICATION

USED AS ENGINEERED FILL PROVIDED IT MEETS THE

WITH ENGINEERED FILL. REMOVED MATERIAL MAY BE

(IF APPLICABLE) MUST BE REMOVED AND REPLACED

ALL UNSUITABLE SOILS AND UNCONTROLLED FILLS 2.

MUST BE OBTAINED.

ALL PERMITS REQUIRED FOR OFF-SITE DISPOSAL

APPLICABLE REGULATORY AGENCY REQUIREMENTS.

OFF-SITE DISPOSAL AREA IN ACCORDANCE WITH

BE EXCAVATED AND DISPOSED OF AT AN APPROVED

DELETERIOUS MATERIALS. THESE MATERIALS MUST

CRUSHED STONE, COBBLES, BOULDERS AND OTHER

LOOSE OR EXCESSIVELY ORGANIC MATERIALS,

OF 4" OF ANY EXISTING VEGETATION AND ALL

AREA MUST BE STRIPPED TO A MAXIMUM DEPTH

PRIOR TO GRADING THE SITE (IF REQUIRED), THE 1.

PRIOR TO INSTALLATION.

CODES AND STANDARDS FOR ALL EQUIPMENT AND DEVICES

BY THE MANUFACTURERS RECOMMENDATIONS AND APPLICABLE

FIELD VERIFY PROPER ACCESS AND CLEARANCES AS DEFINED11.

APPROVAL OF THE RE.

THE MLOD MUST ONLY BE DONE WITH PRIOR WRITTEN

MUST BE REMOVED. ANY ADDITIONAL CLEARING INSIDE

VEGETATION OR INFRASTRUCTURE OUTSIDE OF THE MLOD

TO THE START OF CONSTRUCTION. NO EXISTING FEATURES,

MUST PROVIDE A CLEARING PLAN FOR APPROVAL PRIOR

AND CONSTRUCT THE SITE AND TOWER. THE SUBCONTRACTOR

THE EXTENT NECESSARY TO ESTABLISH A STAGING AREA

THE MLOD SHOWN ON THE DRAWINGS MAY BE CLEARED TO10.

AUTHORIZED REPRESENTATIVE.

TO DO OTHERWISE BY THE OWNER OR THE OWNER'S

MLOD UNLESS SPECIFICALLY AUTHORIZED IN WRITING

CONFINE ALL WORK EFFORTS WITHIN THE DELINEATED 9.

OF CBP, FAA, RE, AND PARSONS.

ALL WORK MUST BE COMPLETED TO THE SATISFACTION 8.

MUST APPLY.

AND CONSTRUCTION DOCUMENTS, TECHNICAL SPECIFICATIONS

IN CASE OF DISCREPANCY BETWEEN THE SPECIFICATIONS 7.

APPLICABLE SAFETY REGULATIONS.

MAINTAIN COMPLIANCE WITH AND ENFORCEMENT OF ALL 6.

SUBCONTRACTOR.

FOR THE OFF-SITE DISPOSAL MUST BE OBTAINED BY THE

REGULATORY AGENCY REQUIREMENTS. ALL PERMITS REQUIRED

SITE DISPOSAL AREA IN ACCORDANCE WITH APPLICABLE

MATERIAL OFF THE PROJECT SITE AT AN APPROVED OFF-

DISPOSE OF ALL CONSTRUCTION DEBRIS AND OTHER WASTE 5.

COMMENCING THAT WORK FEATURE.

THE ATTENTION OF THE SA FOR CLARIFICATION PRIOR TO

AND DISCREPANCIES MUST BE IMMEDIATELY BROUGHT TO

TO THE START OF CONSTRUCTION. ANY UNCERTAINTIES

AND ELEVATIONS SHOWN ON THE THESE DRAWINGS PRIOR

VERIFY AND CHECK ALL DIMENSIONS, LOCATIONS, DETAILS 4.

CONSTRUCTION.

AND STREETS, PAVED OR UNPAVED, AT ALL TIMES DURING

PROVIDE SAFE ACCESS TO AND FROM ALL DRIVEWAYS 3.

EXPENSE.

POLLUTION RESULTING FROM WORK AT THE SUBCONTRACTOR'S

RESPOND TO COMPLAINTS REGARDING THE DUST AND NOISE 2.

AT THE SUBCONTRACTOR'S EXPENSE.

TO THE SATISFACTION OF THE RE AND GOVERNMENT

AND REPAIRED TO ORIGINAL CONDITION OR BETTER, AND

FROM CONSTRUCTION ACTIVITIES MUST BE REPLACED

FENCE AND ALL OTHER EXISTING STRUCTURES RESULTING

ANY AND ALL DAMAGES TO EXISTING ROADS, UTILITIES, 1.

AND VERTICAL VALUES ARE DEPICTED IN US SURVEY FEET.

REFERENCE STATION (NGS CORS) NETWORK. THE HORIZONTAL

THE NATIONAL GEODETIC SURVEY CONTINUOUSLY OPERATING

IS NAVD 88 PER OBSERVATIONS OF SELECTED STATIONS IN

IS VERMONT (NAD 83). THE BASIS OF ELEVATIONS HEREON

THE BASIS OF MEASURED HORIZONTAL DATUM SHOWN HEREON 2.

DATE OF FIELD SURVEY.

CONDITIONS SHOWN HEREON WERE CURRENT AS OF THE

COLLECTED BY SURVEYING & DESIGN, LLC. ON 10/14/2020,

THE FIELD DATA UPON WHICH THIS SURVEY IS BASED WAS 1.

INFRASTRUCTURE & ACQUISITION (OTIA) DESIGN GUIDES.

STANDARDS AND ADDENDA. OFFICE OF TECHNOLOGY

US BORDER PATROL TACTICAL INFRASTRUCTURE DESIGN 11.

IN FUTURE DESIGN LEVELS.

ASSESSMENT FOR RVSS TOWER UPGRADE TO BE PROVIDED

US CUSTOMS AND BORDER PROTECTION, ENVIRONMENTAL 10.

GUIDE 2015.

OTIA TOWER SITE GEOTECH INVESTIGATION AND REPORTING 9.

OTIA TOWER SITE DESIGN GUIDE 2014. 8.

DATED 24 JUNE 2015.

OTIA MEMO REQUIREMENTS FOR ENGINEERING DRAWINGS, 7.

OTIA MEMO P.E. SEAL REQUIREMENT, APRIL 3, 2015. 6.

FOR CBP/OTIA FIXED TOWER SITES.

OTIA MEMO MINIMUM PHYSICAL SECURITY REQUIREMENTS 5.

GUIDE 2014.

OTIA FACILITIES ENGINEERING STUDIES REPORTING 4.

OTIA DESIGN SUBMITTAL GUIDE 2014. 3.

OTIA CONSTRUCTION QUALITY MANAGEMENT GUIDE 2014. 2.

OTIA CONSTRUCTION PLANNING GUIDE 2014. 1.

TO THE FOLLOWING GUIDELINES:

THE CIVIL/SITE DESIGN WAS COMPLETED IN ACCORDANCE

OR USE PORTAL WWW.DIGSAFE.COM

DIG SAFE AT 811 FOR VERMONT (1-888-344-7233).

OF 72-HOURS PRIOR TO INITIATING FIELD WORK. CALL

CONTACT THE STATE ONE-CALL CENTER A MINIMUM 4.

WHEN APPLICABLE UPON COMPLETION OF CONSTRUCTION.

UTILITY TO ITS ORIGINAL CONDITION AND LOCATION

DISRUPT SERVICE. RESTORE, RELOCATE, OR DIVERT

WITH PROPOSED CONSTRUCTION SO AS NOT TO

TO RELOCATE OR DIVERT ANY UTILITY IN CONFLICT

COORDINATE WITH THE APPROPRIATE UTILITY COMPANY 3.

HAND EXCAVATION MAY BE REQUIRED.

AS REQUIRED IN THE CONTRACT SPECIFICATIONS.

AND PROTECT THE INTEGRITY OF THESE LINES

ON THE CONSTRUCTION DRAWINGS. LOCATE, MAINTAIN

SERVICE LINES MAY EXIST THAT ARE NOT SHOWN

PUBLIC AND PRIVATE UTILITY LINES AND CUSTOMER 2.

WITH WORK IN THE AREA OF FOUND UTILITIES.

RESIDENT ENGINEER (RE) PRIOR TO PROCEEDING

MUST BE CALLED TO THE ATTENTION OF THE

OF THE INFORMATION PROVIDED. ANY DEVIATION

AND PARSONS DOES NOT WARRANT THE ACCURACY

CBP FACILITIES MANAGEMENT, ENGINEERING DIVISION

THE TIME THESE PLANS WERE PREPARED. THE

ARE FROM BEST INFORMATION AVAILABLE AT

LOCATIONS OF UNDERGROUND UTILITIES SHOWN 1.

BY LOADING OR HAULING OPERATIONS.

AS DIRECTED BY THE SA REPRESENTATIVE, CAUSED

REPAIR ANY HAUL ROAD SURFACE IRREGULARITIES, 3.

STATE LAW. ALL TRUCKS MUST UTILIZE TARPS.

THEREOF DURING TRANSPORT IN ACCORDANCE WITH

AVOID LOSS OF LOADED MATERIAL OR ANY PORTION

TRUCKS MUST BE LOADED IN A MANNER SO AS TO 2.

FOR USE AS BACKFILL MATERIAL.

LOCATION, UNLESS OTHERWISE NOTED OR APPROVED

AREAS AND DISPOSED OF AT AN APPROVED OFF-SITE

THE PROJECT, PERMANENT EASEMENTS AND STAGING

ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM 1.

KG

DATE

APPROVED

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C H

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A

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PORT SERVIC

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O N

T R

A C

T

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

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A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

D

A T

E

T

IM

E

N

A M

E

REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

H‐FRAME LOCATION

STUB POLE FOR

ELECTRICAL METER

VEC UTILITY

TRANSFORMER

UNDERGROUND POWER

UNDERGROUND CONDUIT

FIBER

EXISTING VAULT

DATE

APPROVED

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INTEGRITY

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A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

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A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

D

A T

E

T

IM

E

N

A M

E

REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

T190000027

PINNACLE B

E

SWB-RIB-002B-C001

N

SITE PLAN

NOTESDATA

USA

CANADA

DR

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XXX

SITE PLAN

030' 30' 60'

SCALE: 1" = 30'

MLOD CORNER

MLOD CORNER

MLOD CORNER

MLOD CORNER

MLOD CORNER

'x

S T

A G

IN

G

A R

E A

USPOE

AREA

EASEMENT

~30,305 SF

REMOVED

TO BE

TREES

(FT)

TOWER

FIXED

E 1588575.756

N 917012.110

E 1588725.729

N 917009.268

E 1588755.728

N 916971.454

E 1588744.732

N 916902.574

E 1588578.680

N 916807.125

E 1588518.878

N 916911.162

E 1588574.448

N 916943.105

8 MLOD CORNER

MLOD CORNER

MLOD CORNER

E 1588750.880

N 916968.238

FENCE

CHAINLINK

EXISTING

DRAINAGE

EXISTING

ELECTRIC

EXISTING

FIBEROPTIC

EXISTING

100'x100'

SITE

TOWER

AND GOVERNMENT WILL COORDINATE THAT.

POWER TO THE SITE WILL BE PROVIDED BY OTHERS 5.

EXHIBITS INCLUDED IN THE CONTRACT DOCUMENTS.

EASEMENTS TO THE LIMITS DESCRIBED IN REAL ESTATE

MLOD SHOWN ON THIS PLAN IS WITHIN THE TEMPORARY

PRIOR TO BEGINNING ANY SITE WORK, ENSURE THAT THE 4.

CROSSING ACCESS POINT.

INSTALLATION MUST BE CONTINUOUS EXCEPT WHERE

WHERE APPLICABLE. CONSTRUCTION AND SILT FENCE

WHERE SILT FENCE IS NOT PROPOSED PER SHEET C003,

CONSTRUCTION FENCE (SILT FENCE WITH FABRIC ONLY)

AND INITIAL TOWER SITE WILL BE PROVIDED WITH

DELINEATION OF MAXIMUM LIMITS OF DISTURBANCE (MLOD) 3.

TIME OF CONSTRUCTION.

WITH LOCAL JURISDICTIONS TO BE PROVIDED AT THE

PROPOSED LAYOUT IS SUBJECT TO FINAL COORDINATION 2.

DOES NOT INCLUDE PROPERTY LINES.

FROM WOOLPERT SURVEY PERFORMED 05/2020 AND

THE EXISTING INFORMATION SHOWN ON THIS PLAN IS 1.

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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APVD

SUBMITTED BY APPROVED BY

JCN

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CHECKED

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REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

T190000027

PINNACLE B

SWB-RIB-002B-C002

N

010' 10' 20'

SCALE: 1" = 10'

SITE LAYOUT PLAN

SITE LAYOUT PLAN

NOTES

USA

CANADA

FLAGS

FIXED TOWER (FT), SEE SHEET S020

CONCRETE UTILITY PAD, SEE SHEET S100

DATA

SEE NOTE 1

FIXED TOWER (FT)

DR

LG

E 1588601.043

N 916945.255

POWER RACK, SEE SHEET E601

UTILITY TRENCH, SEE SHEET E501

2'

LON -72.977712

LAT 45.014307

CENTER OF FTSEE NOTE 2

SEE NOTE 3

GRADES.

SEE DRAWING C003 FOR LOW WATER CROSSING AND 3.

TO ALLOW CONSTRUCTION VEHICLE ACCESS.

TO FIELD CONDITIONS MAYBE AUTHORIZED BY THE RE

MINOR ADJUSTMENT ON THE CONSTRUCTION EXIT DUE 2.

BEST VISUAL VIEWSHED AS DIRECTED BY CBP.

TOWER COORDINATE. ORIENT THE TOWER TO PROVIDE

THE FIXED TOWER (FT) IS TO BE CENTERED ON THE 1.

KG

H‐FRAME LOCATION

45.015345, ‐72.700353

REMOVE ALL TREES AND

BUSHES WITHIN RED

DASH LINES

EROSION AND SEDIMENT

CONTROL NOTES

SWB-RIB-0001-C004

TO MINIMIZE EXHAUST EMISSIONS.

ESTABLISHED CONTAINMENT ZONE BY THE SUBCONTRACTOR

SHALL BE PROPERLY TUNED AND MAINTAINED WITHIN AN

THE STORMWATER SYSTEM. ALL CONSTRUCTION EQUIPMENT

PANS SHALL BE MOVED, TO PREVENT ANY SPILLAGE INTO

CLEANED PERIODICALLY. DURING RAIN EVENTS THESE DRIP

ALL POTENTIAL LEAKAGE. THESE DRIP PANS SHALL BE

UNDER EQUIPMENT OR VEHICLES TO CONTAIN AND COLLECT

PARKED OR STATIONARY, SHALL HAVE DRIP PANS PLACED

EQUIPMENT AND VEHICLES NOT BEING OPERATED, EITHER 7.

WATERS OF THE US.

A REASONABLE MANNER TO ELIMINATE ANY DISCHARGE TO

OR OTHER EARTHEN MATERIALS SHALL BE PROTECTED IN

ALL LOOSE PILES OF SOIL, SILT, CLAY, SAND, DEBRIS 6.

ANY DISCHARGE FROM PROJECT AND STAGING AREAS.

SUITABLE FOR THE STOCK PILED MATERIAL TO ELIMINATE

WITH SHEETING, CATCH DEVICES OR OTHER MEANS AS

SITE. STOCKPILED MATERIALS SHALL BE PROTECTED

AND SHALL BE PROTECTED UNTIL REMOVAL FROM THE

DEMOLITION SHALL NOT BE PLACED IN DRAINAGE WAYS

SURPLUS OR WASTE MATERIAL FROM THE CONSTRUCTION/ 5.

FROM THE PROJECT.

SILT AND/OR DIRT AND OTHER MATERIALS GENERATED

VACUUMING OR OTHER SUITABLE METHODS TO REMOVE

SHALL BE CONDUCTED DAILY BY MEANS OF SWEEPING,

VISIBLE SOIL/SILT IS REMOVED. CONTINUOUS MAINTENANCE

AREA SHALL BE CONTINUOUSLY MAINTAINED SUCH THAT

PARKING AREAS AND STAGING AREA WITHIN THE PROJECT

CHANNELS, ALL PAVED ACCESS ROADS, ADJACENT STREETS, 4.

MATERIALS GENERATED FROM THE PROJECT.

CAPTURE AND CONTAIN SEDIMENT, DEBRIS AND OTHER

EROSION CONTROL DEVICES SHALL BE INSTALLED TO

THE STRAW WATTLES, SILT FENCE OR OTHER SUITABLE 3.

FOR STORMWATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES.

AND IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS

SHALL BE SWEPT OR VACUUMED AND DISPOSED OF PROPERLY

BE GENERATED BY THE PROJECT. ALL CAPTURED MATERIAL

CAPTURE AND CONTAIN DEBRIS AND MATERIAL THAT MAY

CATCH DEVICES AND SHEETING SHALL BE UTILIZED TO

DISPOSED OF IN ACCORDANCE WITH LOCAL REGULATIONS.

PRESSURE WASHING MAY BE COLLECTED IN SUMP PITS AND

IN ACCORDANCE WITH LOCAL REGULATIONS. WATER FROM

HIGHER PORTIONS OF THE SITE AND DISPOSED OF PROPERLY

BE STORED IN CLOSED ON-GROUND CONTAINERS ON THE

WASH WATER MUST BE DISCHARGED INTO A STORM DRAIN.

WASH WATER GENERATED FROM THE PROJECT SHALL NOT 2.

MATERIALS AND STORE EQUIPMENT.

AND CONSTRUCTION STAGING AREA USED TO STOCKPILE

INCLUDE AREAS ADJACENT TO TOWER SITE CONSTRUCTION

MAINTAINED ON THE PROJECT AT ALL TIMES AND SHALL

BEST MANAGEMENT PRACTICES SHALL BE INSTALLED AND 1.

AND SHALL BE REVISED AS NEEDED TO REFLECT ANY CHANGES OR FIELD DECISIONS:

THE FORMAL SWPPP IF REQUIRED, SHALL AT A MINIMUM INCLUDE THE ITEMS BELOW,

ADDITIONAL BMP(S) AS CONDITIONS WARRANT.

THE RE MAY DIRECT THE SUBCONTRACTOR TO INSTALL10.

END OF WORK AND SUBMIT SWPPP TO THE RE.

GOVERNMENT INSPECTION. REMOVE CONTAINER AT THE

AS A MAILBOX, ON THE TOWER SITE AT ALL TIMES FOR

BE MAINTAINED IN A WEATHER PROOF CONTAINER, SUCH

THE RE BUT A COPY OF THE UPDATED SWPPP PLAN MUST

DOCUMENTS RELATED TO THE SWPPP MAY BE KEPT WITH

ON-SITE AND READILY AVAILABLE. OFFICIAL VERSIONS OR

RELATED STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

MAINTAIN ALL DOCUMENTS, INSPECTIONS AND OTHER DOCUMENTS

AND APPROVED BY THE RE. THE SUBCONTRACTOR SHALL

IMPLEMENTATION OF ANY CHANGES SHALL BE COORDINATED

MAINTENANCE AND REPLACEMENT (WHEN REQUIRED) OF BMP(S).

THE RIGHT TO INSPECT AND DIRECT THE INSTALLATION,

OTHER GOVERNMENT INSPECTORS AND AGENCIES RESERVE 9.

BOARD.

COVERED AND/OR MAINTAIN AT LEAST TWO FEET OF FREE-

ALL TRUCKS HAULING ANY LOOSE MATERIALS SHALL BE 8.

A 10 MIL POLYETHYLENE LINER.

THE CAPACITY OF THE PIT. PIT SHALL BE LINED WITH

NO TIME SHALL WASH WATER BE ALLOWED TO EXCEED

NEEDED AND AT THE END OF ALL CONCRETE WORK. AT

WATER AND CONCRETE SHALL BE REMOVED OFF SITE AS

SIZED TO ACCOMMODATE ALL CONCRETE WASH OUT WATER.

WASH OUT PIT IN THE VICINITY OF THE STAGING AREA,

PRIOR TO ANY CONCRETE WORK, ESTABLISH A CONCRETE 16.

STARTING WORK EACH DAY.

PROJECT SITE ARE ALLOWED TO ESCAPE PRIOR TO

ENSURE ANY WILDLIFE SPECIES FOUND WITHIN THE15.

MAXIMUM LIMITS OF DISTURBANCE.

CONSTRUCTION LIMITS. THIS MUST BE DONE WITHIN THE

ESTABLISH A PERIMETER AND RESTRICT TRAFFIC WITHIN

SHALL BE INSTALLED TO SUPPLEMENT SILT FENCE TO

CONSTRUCTION FENCE (SILT FENCE WITH FABRIC ONLY)14.

BY A LOCAL WASTE DISPOSAL CONTRACTOR.

WASTE. THE WASTE WILL BE REGULARLY DISPOSED OF

THE CONSTRUCTION STAGING AREA FOR NONHAZARDOUS

SOLID WASTE RECEPTACLES WILL BE MAINTAINED AT13.

AS DIRECTED BY THE RE.

REDUCE SOIL DISTURBANCE IN DRY CONDITIONS AND/OR

SOIL WATERING MUST BE USED TO CONTROL DUST AND12.

WORK DAY.

UP AND PROPERLY DISPOSED OF AT THE END OF EACH

METAL SLAG/RESIDUE/SHAVINGS ETC SHALL BE SWEPT

FROM ENTERING THE WATER OR DRAIN SYSTEM. ALL

TO PREVENT THOSE WASTE MATERIALS OR POLLUTANTS

WASTE MATERIAL, MEASURES SHALL BE PUT IN PLACE

STAGING AREA SITE AND/OR THE TOWER SITE PRODUCE

IF METAL CUTTING, GRINDING OR WELDING AT THE11.

EROSION AND SEDIMENT CONTROL NOTES

DR

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XXX

DATE

APPROVED

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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DESIGNED

REVIEWED BY

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A T

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REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

SWB-RIB-002B-S001

PN

LG

AB

STRUCTURAL NOTES

DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

10. WELDING OF REINFORCING BAR IS NOT PERMITTED UNLESS DETAILED ON THE

9. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENT.

THE SUBCONTRACTOR MUST FORM THE SIDES.

LOOSE CUTTINGS. IN THE EVENT THAT THE SIDES DO NOT REMAIN VERTICAL

CONCRETE PLACEMENT. SIDES OF EXCAVATION MUST BE ROUGH AND FREE OF

8. LOOSE MATERIAL MUST BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO

STRENGTH OR DURABILITY OF THE FOUNDATION.

OF CONCRETE MATERIALS AND OTHER OCCURRENCES WHICH MAY DECREASE THE

7. CONCRETE MUST BE PLACED IN A MANNER THAT MUST PREVENT SEGREGATION

BEARING ON SOIL.

6. CONCRETE MUST BE PLACED AGAINST UNDISTURBED SOIL WHEN FOUNDATION IS

THE OUTSIDE EDGE A MINIMUM OF ‚ PER FOOT. PROVIDE A FLOATED FINISH.

OF FOUNDATION EXPOSED TO WEATHER MUST BE SLOPED FROM THE CENTER TO

5. EXPOSED EDGES OF CONCRETE MUST BE CHAMFERED 3/4" X 3/4" MINIMUM TOP

C. REINFORCED CONCRETE (CONTINUED)

COMPACTED UNIT WEIGHT OF 120 POUNDS PER CUBIC FOOT.

WITH ASTM D698. ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A MINIMUM

OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE

4. THE BACKFILL MUST BE PLACED IN 8" LAYERS AND COMPACTED TO 95%

b. THE FOUNDATION DESIGN IS BASED ON 100% CAPACITY LOADED TOWER.

THE CURRENT LOADS.

a. THE FOUNDATION SIZE IS BASED PROVIDING ADDITIONAL CAPACITY BEYOND

RECOMMENDATION OF THE GEOTECHNICAL REPORT.

3. FOUNDATION FOR THE TOWER MUST BE DESIGNED IN ACCORDANCE WITH THE

RETENTION SYSTEM PREPARED BY P.E.

DETAILED PLAN TO THE RE FOR APPROVAL SHOWING DESIGN OF SOIL AND

TRENCHES WHERE DEPTH EXCEED 4 FEET, SUBCONTRACTOR MUST SUBMIT A

EXCAVATION, AND COMPACTION IN ACCORDANCE WITH OSHA SAFETY MANUALS. IN

2. COORDINATE, MAINTAIN AND PROVIDE A SAFE ENVIRONMENT DURING TRENCHING,

UTILITIES, LINES OR OBSTRUCTIONS.

TO ANY EXCAVATION AND IDENTIFY AND PROTECT ANY EXISTING UNDERGROUND

1. ESTABLISH BENCHMARKS ON SURROUNDING STRUCTURES AND PAVEMENT PRIOR

D. EXCAVATION AND FOUNDATION

c. CONCRETE NOT PERMANENTLY EXPOSED TO GROUND OR WEATHER - 1 •"

b. CONCRETE IN CONTACT WITH GROUND OR EXPOSED TO WEATHER - 2"

a. CONCRETE CAST AGAINST GROUND - 3"

4. CONCRETE COVER - CONCRETE CLEAR COVER FOR REINFORCING BARS MUST BE AS FOLLOWS:

MUST NOT BE ALLOWED UNLESS OTHERWISE INDICATED.

GRADE 60 WITH A MINIMUM YIELD STRENGTH OF FY = 60000 PSI. SPLICES IN REINFORCEMENT

3. ALL REINFORCEMENT MUST BE NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A615, DETAILING REINFORCED CONCRETE STRUCTURES (ACI315), LATEST EDITION.

NOTED OTHERWISE, MUST BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR

2. REINFORCING STEEL - ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS

HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'C=4000 PSI AT 28 DAYS (NORMAL WEIGHT).

ALL CAST-IN-PLACE STRUCTURAL CONCRETE MUST BE IN ACCORDANCE WITH ACI AND MUST

1. CONCRETE CONSTRUCTION MUST CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI 318.

C. REINFORCED CONCRETE

PLATES MUST BE WELDED ALL AROUND.

9. COLUMN BASE PLATES, CAP PLATES, BEARING PLATES, CONNECTION PLATES, AND STIFFENER

TORQUING THE STRUCTURAL BOLT.

8. ALL BOLTS INCLUDING ANCHOR BOLTS MUST HAVE LOCKING/JAM NUTS INSTALLED AFTER

STRENGTH BOLTS UNLESS OTHERWISE NOTED. THE MINIMUM BOLT DIAMETER MUST BE 1/2 INCH.

7. ALL BOLTS MUST BE ASTM A325 HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153 HIGH

WITH ASTM A153.

AN ORDINARY SPUD WRENCH. ANCHOR BOLTS MUST BE HOT DIP GALVANIZED IN ACCORDANCE

105 AND MUST BE TIGHTENED TO A SNUG TIGHT CONDITION (FULL EFFORT OF A MAN USING

6. ANCHOR BOLTS MUST MEET OR EXCEED THE REQUIREMENTS OF ASTM F1554-S2, S5 GRADE

KSI EXCEPT AS OTHERWISE NOTED.

5. STRUCTURAL STEEL PIPE MUST CONFORM TO ASTM A53, TYPE "E" OR "S", GRADE B, Fy=42

ASTM A36, Fy=50 KSI EXCEPT AS OTHERWISE NOTED.

4. STRUCTURAL STEEL FOR WIDE FLANGE, PLATES, ANGLES, CHANNELS MUST CONFORM TO

WITH SURFACE PREPARATION PER ANNEX A1.

FOR REPAIRS MUST MEET THE REQUIREMENTS OF ASTM A-780 USING ZINC-BASED ALLOYS

FIELD APPLIED GALVANIZING UNLESS INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS.

CUTS, BORING AND GRINDING IS NOT PERMITTED AFTER THE APPLICATION OF THE GALVANIZING

WELDING, FIELD STANDARD A123. THE GALVANIZING MUST BE APPLIED AFTER FABRICATION.

3. ALL STRUCTURAL STEEL MUST BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM

THE PROVISIONS OF AISC MUST GOVERN.

PROVISIONS OR REQUIREMENTS THAT MUST FACILITATE THE STEEL CONSTRUCTION THEN

BETWEEN THE AISC AND TIA-222-H. IF HOWEVER THE TIA-222-H DOES NOT INCLUDE

2. THE PROVISIONS OF TIA-222-H MUST GOVERN IN THE EVENT THAT CONFLICTS ARISE

SUBSTANTIATE REQUIRED PROPERTIES AND ACTUAL MODULUS OF ELASTICITY.

OF STRUCTURAL STEEL FOR BUILDINGS". SUBMIT CERTIFIED MILL TEST REPORTS TO

WITH THE 14th EDITION OF AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION

1. ALL STRUCTURAL STEEL MUST BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE

B. STRUCTURAL STEEL

IS PERFORMED BY THE SUBCONTRACTOR.

ALL FIELD CONSTRUCTION AND STEEL ERECTION FOR THE TOWER AND FOUNDATION6.

SUBCONTRACTOR ENGINEERS MUST CERTIFY ALL DOCUMENTS.5.

SUBCONTRACTOR MUST PROVIDE THE TOWER STRUCTURE.4.

FOUNDATION CONSTRUCTION.

SUBCONTRACTOR MUST PROVIDE DRAWINGS/SHOP DRAWINGS FOR THE TOWER AND3.

SUBCONTRACTOR.

THE DESIGN OF THE TOWER AND FOUNDATION MUST BE PERFORMED BY THE 2.

PARSONS DRAWINGS S001, S020 AND S100 WERE ISSUED FOR BID PURPOSES ONLY.1.

CONSTRUCTION:

STRUCTURAL NOTES

APPROVAL.

6. SUBCONTRACTOR MUST SUBMIT SAFETY CLIMBING LADDER DETAIL FOR

AND/OR INSTRUCTIONS.

RUNG, AS SPECIFIED IN THE LSS MANUFACTURER'S INSTALLATION DRAWINGS

EXTEND THE MAXIMUM ALLOWABLE DISTANCE ABOVE THE TOP LADDER

AS PER THE MANUFACTURER'S INSTRUCTIONS. EACH LSS INSTALLED MUST

5. THE RESPECTIVE LADDER SAFETY SYSTEMS (LSS) MUST BE INSTALLED

OFF LADDERS.

4. THE INSTALLED LADDERS MUST BE OSHA AND OTIA COMPLIANT STAND-

A SMOOTH, SNAG-FREE FINISH AT THE TOP OF THE LADDER SYSTEM.

3. THE TOP OF EACH LADDER SIDE RAIL MUST BE ROUNDED TO PROVIDE

THE LOCATIONS MUST BE AT SAME LEVEL AS THE EQUIPMENT.

THE "D-RING" ANCHOR MUST BE SOLID AND NOT A ROTATING TYPE.

ANY DIRECTION WHICHEVER IS THE MORE SEVERE FOR DESIGN AND

THE ANCHORAGE MUST HAVE AT LEAST A 5,000 POUND RATING IN

2. THERE MUST BE A PERMANENT "ANCHORAGE ASSEMBLY" INSTALLED.

AND ATTACHED DIRECTLY TO ONE SIDE OF THE TOWER STRUCTURE.

1. THE LADDER MUST BE INSTALLED OUTSIDE OF THE TOWER FRAME

G. THE LADDER MUST MEET THE FOLLOWING REQUIREMENTS:

MUST BE PLACED AS SHOWN ON THE ELECTRICAL DWG.

BE COMPATIBLE WITH THE TOWER MATERIALS. THE GROUNDING AND CONDUIT

F. GROUNDING - THE MATERIALS USED FOR THE GROUNDING SYSTEM MUST

PROVIDED AND APPROVED PRIOR TO MANUFACTURING/INSTALLATION.

E. LADDER SAFETY SYSTEMS (LSS) WITH TROLLIES FOR CLIMBING MUST BE

e. SEISMIC - PER LOCATION REQUIREMENTS

d. ICE THICKNESS PER LOCATION REQUIREMENTS

c. WIND SPEED WITH ICE PER LOCATION REQUIREMENTS

b. EXPOSURE CATEGORY C

a. ULTIMATE WIND SPEED 118 MPH (TO BE CONFIRMED BY TOWER DESIGNER)

7. DESIGN CRITERIA FOR TOWER:

6. WIND EXPOSURE CATEGORY AND APPLICABLE ADJUSTMENT MUST BE MADE FOR TOPOGRAPHY.

FORCE PROCEDURE (METHOD 1). SITE CLASS C, IMPORTANCE FACTOR=1.5, Fa=1.6, Fv=2.4.

5. SEISMIC ANALYSIS PROCEDURE METHOD MUST BE IN ACCORDANCE WITH EQUIVALENT LATERAL

4. TOWER MUST BE ANALYZED IN ACCORDANCE WITH NONLINEAR (P-LARGE DELTA) METHOD.

3. TOWER MUST BE CLASSIFIED AS TYPE IV - ESSENTIAL COMMUNICATION.

INCLUDE THE EFFECTS OF THE CABLES AND OTHER APPURTENANCES ATTACHED TO THE TOWER.

2. ALL TOWER MUST BE SELF-SUPPORTING. THE DESIGN VERTICAL AND LATERAL LOADS MUST

INSTALLING ANY EQUIPMENT.

OF THE TOWER AS PER TIA-222-H REQUIREMENTS AFTER CONSTRUCTION AND PRIOR TO

AND SMALL WIND TURBINES." SUBCONTRACTOR MUST SURVEY AND CHECK TWIST AND PLUMB

TIA-222-H "STANDARD FOR ANTENNAS AND THE SUPPORTING STRUCTURES FOR ANTENNAS

GROUNDING MUST BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF TIA STANDARD,

1. ALL WORK INCLUDING BUT NOT LIMITED TO STRUCTURAL, LINEARITY, PLUM, TWIST AND

A. CODE AND DESIGN REQUIREMENTS

I. RE=RESIDENT ENGINEER, TBD

OF RECORD REGISTERED IN THE STATE OF THE PROJECT SITE.

STRUCTURAL CALCULATIONS DULY CHECKED AND CERTIFIED BY THE ENGINEER

c. THE SUBCONTRACTOR MUST PROVIDE TO THE OWNER THE COMPLETE SET OF

FROM THE 100% TOWER RATING MUST BE USED FOR THE FOUNDATION DESIGN.

THESE REACTIONS LOWEST LISTED ELEVATION TO THE TOP OF THE TOWER.

ACHIEVED. THE APPURTENANCES MUST BE EVENLY DISTRIBUTED FROM THE

APPURTENANCES LISTED IN THE TABLE UNTIL THE TOWER RATING OF 100% IS

LOAD THE TOWER FRAME. THE SUBCONTRACTOR MUST INCREASE THE NUMBER OF

b. THE SECOND DESIGN MUST BE AT 100% USING ADDITIONAL APPURTENANCES TO

MUST BE BASED ON THE APPURTENANCES LISTED IN THE CORRESPONDING TABLE.

CRITERIA TO DEMAND/CAPACITY FACTOR OF 50% (0.5) OR LESS. THE DESIGN

a. DESIGN ALL MEMBERS FOR EACH TOWER IN ACCORDANCE WITH THE LISTED

5. THE TOWER DESIGN ENGINEER MUST PROVIDE TWO COMPLETE DESIGN AS FOLLOWS:

TOWER CENTERLINE.

SUMMARY AND LOAD COMBINATIONS OF THE TOWER REACTION CORRESPONDING TO THE

4. THE TOWER ENGINEER MUST PROVIDE TO THE FOUNDATION ENGINEER A MATHEMATICAL

TOWER LEG AT THE BOTTOM OF BASE PLATE.

COMBINATION AND CORRESPONDING LOADS IN EACH ORTHOGONAL DIRECTION FOR EACH

3. THE TOWER ENGINEER MUST PROVIDE TO THE FOUNDATION ENGINEER THE LOAD

PLACEMENTS ARE CORRECT.

SUBCONTRACTOR MUST PROVIDE FIELD ENGINEER TO CERTIFY THAT THE ANCHOR BOLT

THE FOUNDATION SUBCONTRACTOR FOR THE CONSTRUCTION OF THE MAT. THE TOWER

2. THE TOWER SUBCONTRACTOR MUST PROVIDE THE ANCHOR BOLTS AND TEMPLATE TO

FOUNDATION.

1. THE SUBCONTRACTOR MUST DESIGN AND CONSTRUCT THE STEEL TOWER AND CONCRETE

H. DESIGN REQUIREMENTS

DATE

APPROVED

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

D

A T

E

T

IM

E

N

A M

E

REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

SWB-RIB-002B-S020

LG

NOTES

SCALE: 1/8" = 1'-0"S020

PN

AB

FOUNDATION

MONOPOLE

08' 8' 16'

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

HANDRAILS

PLATFORM WITH

12' TRIANGULAR

ENGINEER OF RECORD FOR REVIEW AND APPROVAL.

APPURTENANCE AND CABLE CLAMPING SYSTEMS TO THE

MISCELLANEOUS STEEL PARTS, FIBERGLASS MAST, CABLE

THE TOWER STEEL MEMBERS, ANCHOR BOLTS AND OTHER

CONSTRUCTION,TOWER MANUFACTURER MUST PROVIDE

TOWER FOUNDATION. PRIOR TO ANY FABRICATION AND

TOWER MANUFACTURER MUST DESIGN THE TOWER AND6.

THE TOWER MANUFACTURER.

TOWER AND TOWER FOUNDATION WILL BE DESIGNED BY5.

GALVANIZATION AT ALL CONNECTIONS PRIOR TO BOLTING.

SUBCONTRACTOR MUST CLEAN AND REMOVE EXCESS 4.

ORIENTATION OF TOWER IS SHOWN ON CIVIL DRAWINGS.3.

AND AIR TERMINAL LOADING.

REFER TO ELECTRICAL DRAWINGS FOR LIGHTNING ROD 2.

FOR STRUCTURAL NOTES, SEE DRAWING S001.1.

*LOADING TABLE PENDING COMFIRMATION FROM FAA/CBP

LADDER

CLIMBING

120' MONOPOLE TOWER ELEVATION

120' MONOPOLE TOWER

ELEVATION

DATE

APPROVED

F

IL

E S

S A

F E

T Y

Q

U A

L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

D

A T

E

T

IM

E

N

A M

E

REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

LG

AB

FOUNDATION DETAILS

PN

NOTES

FINISHED GRADE

4" RGS WITH TOP CAP

DIA

1'-6"

PLAN

SECTION A

SEE NOTE 1

4" RGS FLANGE PLATE

B

S100

PLAN

SECTION B

SWB-RIB-002B-S100

S100 NOT TO SCALE

H-FRAME SUPPORT

WITH NO.3 TIES 12" O.C.

(6) NO.6 VERTICAL REBARS

WITH 4" EMBEDMENT

(4) 3/8" ANCHOR BOLTS

(4) NO.3 TIES 3" O.C. AT TOP

METAL PROTECTION.

SHALL BE COATED WITH ASPHALT COMPOUND OF

FLOOR FLANGE SURFACE RESTING ON CONCRETE 1.

10'-0"

A

S100

FINISHED GRADE

3" CLEAR COVER (TYP)EA. WAY (TYP)

TOP AND BOTTOM

NO.6 @ 8" O.C.

COMPACTED SUBGRADE

FOUNDATION BEARING ON

NOT TO SCALE

S100

POWER MANAGEMENT SYSTEM FOUNDATION

DATE

APPROVED

F

IL

E S

S A

F E

T Y

Q

U A

L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CUSTOMS AND BORDER PROTECTION

DEPARTMENT OF HOMELAND SECURITY

RELEASED TO:

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

D

A T

E

T

IM

E

N

A M

E

REMOTE VIDEO SURVEILLANCE SYSTEM

SWANTON SECTOR

PROJECT ENGINEER

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

RELEASED FOR:

FOR REVIEW PURPOSES ONLY

30% SUBMITTAL - 12/01/2020

MIKE MONRONEY AERONAUTICAL CENTER OKLAHOMA CITY, OKLAHOMA

VT

MGR: ENGINEERING - OKLAHOMA CITY

FAALC-OSB

AML-4010

RICHFORD

626-440-2000

Pasadena, CA 91124

100 W. Walnut Street

PTSI Managed Services Inc.

SWB-RIB-002B-E001

SKM

ABBREVIATIONS

ELECTRICAL NOTES, LEGEND AND

FC

KAH

ELECTRICAL ABBREVIATIONS:

UG UNDERGROUND

RGS

EES

EMT

J-BOX

MTS

NEC

CCS

RF

PVC

SER

SPD

MDP

BFL

C

E/G

GFCI

GFE

LFM

SCH

TYP

COMM

MLO

SUPP-GP

XFMR

NO.

WP

BSC

MPGP

BARE STRANDED COPPER

MAIN GROUND PLATE

MULTI-POINT GROUND PLATE

EARTH ELECTRODE SYSTEM

ELECTRICAL METALLIC TUBING

RIGID GALVANIZED STEEL CONDUIT

JUNCTION BOX

MANUAL TRANSFER SWITCH

RADIO FREQUENCY

SERVICE ENTRANCE RATED

MAIN DISTRIBUTION PANEL

BELOW FROST LINE

CONDUIT

EMERGENCY GENERATOR

GOVERNMENT FURNISHED EQUIPMENT

GROUND FAULT CIRCUIT INTERRUPTER

SCHEDULE

TYPICAL

SURGE PROTECTIVE DEVICE

LIQUIDTIGHT FLEXIBLE METAL CONDUIT

POLYVINYL CHLORIDE CONDUIT

COMMUNICATION

COPPER-CLAD STEEL

MAIN LUG ONLY

SUPPLEMENTAL GROUND PLATE

NUMBER

NATIONAL ELECTRIC CODE

WATERPROOF

TRANSFORMER

LPS

OSHA

LIGHTNING PROTECTION SYSTEM

OPERATIONAL SAFETY AND HEALTH ADMINISTRATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

MTS

MGP

MGP SUPP MAIN GROUND PLATE SUPPLEMENTAL

MANUAL TRANSFER SWITCH

AWG AMERICAN WIRE GAGE

ATS AUTOMATIC TRANSFER SWITCH

FT

FRWK FRAMEWORK

FEET

FFL

FSF

FAIL-SAFE FLOOD LIGHT

FLOOD LIGHT SLIP FITTER

BWG BOLT-ON WIRE GUARD

UNV UNIVERSAL

WITH EXOTHERMIC WELD

GROUND ROD 3/4"x 10’-0"

TRANSFORMER

EXIT SIGN WITH EMERGENCY LIGHT

QUAD RECEPTACLE

OUTDOOR LIGHT

FUSE

ABOVE GROUND, GROUND CONDUCTOR

EXOTHERMIC WELD

UNDERGROUND, GROUND CONDUCTOR

GROUND ACCESS WELL

DUPLEX GFCI RECEPTACLE

EX

MOLDED CASE CIRCUIT BREAKER (MCCB)

AIR TERMINAL (LIGHTNING ROD)

CONDUIT STUB DOWN

CONDUIT STUB UP

UNDERGROUND POWER CONDUIT

DOWN CONDUCTOR

EES (BURIED) GROUND CONDUCTOR

HALO GROUND CONDUCTOR

UG

D

G

HG

EXIT SIGN, SINGLE FACE WALL MOUNTED

MAY BE USED ON THIS PROJECT

NOT ALL SYMBOLS AND ABBREVIATIONS

AG ABOVE GROUND POWER CONDUIT

OH OVERHEAD POWER LINE

P PROPANE LINE

ELECTRICAL LEGEND:

ELECTRICAL NOTES

REQUIRED FOR COMPLETE AND OPERATIVE SYSTEMS.

TRADES TO CONFIRM ALL REQUIREMENTS AND DETAILS WHICH AFFECT ELECTRICAL WORK. PROVIDE MATERIAL, EQUIPMENT, LABOR, AND WIRING AS

OTHERS IS SHOWN ON THE DRAWINGS OF OTHER TRADES. PRIOR TO INSTALLATION, REFER TO SHOP DRAWINGS AND THE DRAWINGS OF OTHER

ELECTRICAL REQUIREMENTS REGARDING CONTROLS, CONTROL WIRING, DEVICES, DIMENSIONS, AND LOCATIONS OF EQUIPMENT FURNISHED BY 2.3.

SUBCONTRACTOR IS RESPONSIBLE FOR COMPLETE COORDINATION BETWEEN ALL DISCIPLINES.2.2.

COORDINATE AND SCHEDULE WORK OF ALL TRADES.2.1.

ACCEPTED INDUSTRY STANDARDS ORGANIZATION.

ALL COMPONENTS AND MATERIAL MUST BE LISTED AND LABELED FOR THEIR APPLICATION AND USE BY UL, NEC, OR OTHER GENERALLY5.3.

ALL ELECTRICAL EQUIPMENT MUST BE MARKED WITH THE APPROPRIATE SAFETY AND WARNING LABELING.5.2.

INSTALLATION, BALANCE THE PANEL LOAD UNDER NORMAL OPERATING CONDITIONS AND PROVIDE A CURRENT TYPED/WRITTEN PANEL DIRECTORY.

IN THE PANELS. A MAXIMUM OF THREE (3) SINGLE PHASE CIRCUITS MUST BE INSTALLED IN ANY CONDUIT. ON COMPLETION OF THE

CIRCUIT NUMBERS ARE FOR IDENTIFICATION CONVENIENCE ONLY. THE SUBCONTRACTOR IS RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS5.1.

6.13.ALL CONDUIT MUST BE SUPPORTED FROM STRUCTURE ONLY. NO CONDUIT MUST BE SUPPORTED FROM OTHER PIPING OR DUCTWORK.

6.12.ALL EXPOSED CONDUIT MUST BE INSTALLED EITHER PARALLEL OR PERPENDICULAR TO THE STRUCTURAL MEMBERS.

6.11.ALL CONDUIT MUST BE PVC COATED RIGID GALVANIZED STEEL NO SMALLER THAN 3/4" IN DIAMETER WITH COMPRESSION FITTINGS.

SPRINGS AND METALLIC BUSHINGS.

6.10.ALL EXTERIOR CONDUITS ENTERING BUILDING AND DISTRIBUTION BOXES MUST HAVE EXPANSION/DEFLECTION COUPLINGS WITH INTERNAL BONDING

FOR A COMPLETE SYSTEM.

MAKE FINAL POWER CONNECTIONS TO ALL EQUIPMENT AND SYSTEMS FURNITURE. PROVIDE ALL REQUIRED FITTINGS, BUSHINGS, AND WIRE CONNECTORS 6.9.

PERMITTED.

PROVIDE AN INSULATED COPPER GROUND WIRE WITH ALL CIRCUITRY. USE OF CONDUIT OR METALLIC SHEATH OF CABLE FOR GROUNDING MUST NOT BE 6.8.

WIRING INSTALLED IN AIR HANDLING PLENUMS MUST BE PLENUM RATED.6.7.

SINGLE PHASE CIRCUITS SERVING LIGHTING, RECEPTACLES, FANS, AND/OR SIMILAR LOADS MUST BE 20A, UNLESS OTHERWISE NOTED.6.6.

LOCATIONS WHERE PERMITTED BY THE LATEST EDITION OF ALL CODES AND FAA ORDERS.

WIRING MUST BE INSTALLED IN MINIMUM 1/2" CONDUIT. SUBCONTRACTOR MAY USE TYPE MC CABLE IN LIEU OF CONDUIT AND WIRE IN INTERIOR DRY 6.5.

ELECTRICAL SUBCONTRACTOR MUST SIZE EACH WIRE AS REQUIRED TO LIMIT VOLTAGE DROP TO 3%.6.4.

CONNECTIONS TO SWITCHES AND RECEPTACLES MUST BE TAPED WITH SCOTCH NO.33 ELECTRICAL TAPE OR EQUIVALENT.6.3.

WIRING MUST BE MINIMUM NO.12 AWG, UNLESS OTHERWISE NOTED.6.2.

NO.14 AWG UNLESS OTHERWISE REQUIRED BY MANUFACTURER OR NOTED ON THE DRAWINGS.

WITH NEC TYPE THHN/THWN HEAT-RESISTANT THERMOPLASTIC INSULATION RATED AT 75 DEGREES C. CONTROL WIRE MUST BE SIZED, AT A MINIMUM

HEAT-RESISTANT THERMOPLASTIC INSULATION AND CLEAR NYLON JACKET RATED 90 DEGREES C. CONDUCTORS NO.8 AND LARGER MUST BE STRANDED

CONDUCTORS MUST BE COPPER. CONDUCTORS NO.12 AWG AND SMALLER MUST BE SOLID COPPER NO.10 AWG WITH NEC TYPE THHN/THWN 6.1.

6. WIRING METHODS

5. IDENTIFICATION

4. RECORD AS-BUILT DRAWINGS

3. CODE PERMITS AND INSPECTIONS

2. COORDINATION AND SCHEDULING

1. GENERAL NOTES

7. GROUNDING NOTES

POWER CABLES WITH ANY PROPANE LINE PER FAA-C-1391 (LATEST EDITION).

MAINTAIN A 5’-6" SPACING FOR PARALLEL POWER CABLES AND 2’-6" SPACING FOR PERPENDICULAR 6.14.

COMPLY WITH RULES AND REGULATIONS OF ALL AFFECTED UTILITY COMPANIES.3.5.

COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS.3.4.

AND STANDARDS, INFORM ARCHITECT/ENGINEER, IN WRITING, PRIOR TO QUOTE.

DOCUMENTS WILL TAKE PRECEDENCE OVER ALL REFERENCED CODES AND STANDARDS. IF CONTRACT DOCUMENTS CONFLICT WITH CODES

CODES AND STANDARDS LISTED ARE MINIMUM STANDARDS. WHERE CONTRACT DOCUMENTS CALL FOR HIGHER STANDARDS, CONTRACT 3.3.

3.2.7. NFPA 70E

3.2.13. OIT NATIONAL CABLING STANDARDS FOR IT INFRASTRUCTURE3.2.6. NFPA 70 (NEC)

3.2.12. OTIA06-ORG-08-000053.2.5. NFPA 780

3.2.11. MOTOROLA R563.2.4. FAA AC 70/7460-1

3.2.10. IEEE 813.2.3. FAA-C-1391

3.2.9. IEEE C95.13.2.2. FAA-C-1217

3.2.8. IEEE C23.2.1. FAA-STD-019

PERFORM ALL WORK IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING CODES, REGULATIONS, AND STANDARDS:3.2.

NECESSARY PERMITS AND ARRANGE ALL INSPECTIONS AS REQUIRED BY THE CBP.

ALL WORK MUST BE DONE IN ACCORDANCE WITH LATEST APPLICABLE CODES, REGULATIONS, AND STANDARDS. OBTAIN AND PAY FOR ALL 3.1.

DIMENSIONED ON THE RECORD DRAWINGS. PROVIDE AUTOCAD LATEST VERSION AS-BUILT DRAWINGS AT THE COMPLETION OF THE PROJECT.

AND COMPLETE RECORD OF THE WORK, AS INSTALLED. ALL DUCTWORK, EQUIPMENT, PIPING, AND AIR DISTRIBUTION DEVICES MUST BE SHOWN AND

REPRODUCIBLE RECORD DRAWINGS MUST BE SUPPLIED BY CONTRACTOR, UPON WHICH CORRECTIONS MUST BE MADE, TO PROVIDE AN ACCURATE4.1.

PROVIDE CORROSION PROTECTION FOR GROUNDING BY SEALING THE BOND CONNETION WITH A MOISTURE POINT, SILICONE, OR PETROLEUM BASE.7.5.

USE PVC CONDUITS FOR THE INSTALLATION OF DOWN CONDUCTORS TO THE EES TO A DEPTH OF 1’-0" BELOW FINISHED GRADE.7.4.

ALL CONNECTIONS. ANY DAMAGED GALVANIZED AREAS MUST BE REPAIRED.

INSTALL NO.2 AWG BSC FROM RGS PVC COATED CONDUITS TO THE EES WHERE THE RGS CONDUITS CROSS THE EES EXOTHERMICALLY WELD 7.3.

1’-0" BELOW THE FROSTLINE.

RODS MUST BE AS SHOWN IN THE DRAWINGS. TOP OF THE GROUND ROD (3/4" X 10’-0" LONG, COPPER CLAD STEEL) MUST BE A MINIMUM OF

PROVIDE NO.4/0 AWG BARE-STRANDED COPPER AND GROUND RODS AS REQUIRED. THE EES MUST BE 1’-6" BELOW THE FROST LINE AND GROUND 7.2.

EXOTHERMICALLY WELD ALL CONNECTIONS TO THE EES AND GROUND RODS PER FAA-STD-019 (LATEST EDITION).7.1.

PLATFORMS, ETC. SHALL BE DETERMINED WITH 150-FOOT RADIUS ROLLING SPHERE METHOD USING THE LATEST EDITION OF NFPA 780.

AIR TERMINAL LOCATIONS AND ASSOCIATED ZONES OF PROTECTION FOR SENSOR TOWERS AND EQUIPMENT SUCH AS CAMERAS, RADAR, MOUNTS, 1.11.

MOUNTS, PLATFORMS, ETC. SHALL BE DETERMINED WITH 45 DEGREE ANGLE METHODOLOGY.

AIR TERMINAL LOCATIONS AND ASSOCIATED ZONES OF PROTECTION FOR COMMUNICATION TOWERS AND EQUIPMENT SUCH AS ANTENNA, RADIOS, 1.10.

DISCIPLINES. IMPACT ON THESE GROUPS MUST BE MINIMIZED.

EQUIPMENT AND SYSTEMS. ALL ELECTRICAL EQUIPMENT AND DEVICE INSTALLATIONS MUST BE PERFORMED ONLY AFTER COORDINATION WITH OTHER

PROVIDE ALL JUNCTION BOWES, PULL BOXES, CONDUIT BODIES AND FITTINGS AND SUPPORT HARDWARE FOR THE INSTALLATION OF ELECTRICAL 1.9.

ELECTRICAL OUTAGE. OUTAGES SHOULD BE COORDINATED WITH CBP AND REQUIRE A MINIMUM OF 72 HOURS OF ADVANCE NOTICE.

LOCKOUT/TAGOUT (LOTO) PROCEDURES MUST BE STRICTLY ENFORCED THROUGHOUT THIS PROJECT. REVIEW THESE PROCEDURES PRIOR TO EACH 1.8.

COVER THE ENTIRE LEASED SPACE WITH WIRELESS LAN ACCESS.1.7.

ALL SPECIFIED EQUIPMENT AND SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH FAA ORDER AND MANUFACTURERS RECOMMENDATIONS.1.6.

THE AREA THOROUGHLY CLEAN, CLEAR, AND READY FOR OCCUPANCY.

AT PROJECT COMPLETION, CLEAN THE ENTIRE JOB SITE (INCLUDING ALL NEW AND EXISTING SURFACES OF BUILDING, EQUIPMENT AND SYSTEMS) 1.5.

AND UNOBSTRUCTED. AT PROJECT COMPLETION, REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIAL, AND SCRAP FROM THE JOB SITE.

CLEAN UP ALL WASTE AND DEBRIS AT THE END OF THE EACH WORKING DAY AND AS REQUIRED TO KEEP ALL BUILDING AREAS CLEAN, CLEAR, 1.4.

EQUIPMENT MUST BE NEW, OF FIRST QUALITY AND COMPATIBLE WITH EXISTING SYSTEMS OR MATERIAL WHERE THEY INTERFACE.

IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL MATERIALS AND 1.3.

FOR A SOUND, SECURE AND COMPLETE INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.

DOCUMENTS. FURNISH AND INSTALL…