PWS Attachments.pdf

1536661391C Rectangle

1536661391C Callout Area of Work

1536661391C Line

1536661391C Callout New Electrical line

1536661391C Rectangle

1536661391C Polygonal Line

1536661391C Callout Placement of Star Shield router

1536661391C Callout Rohn Tower

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PRODUCTS LLC

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

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PRJ. ENG'R: PRJ. MANG'R:

R

JHY JDM

SY

FM060

PRE-INSTALLATION INSPECTION

FORM NUMBER: FM060

09/03/2019

ROHN

DATE:

ADDED NOTES 1 THROUGH 5

03/18/2024

SYJDMJHY

WE APPRECIATE YOUR FEEDBACK!

PLEASE TAKE OUR 2 MINUTE

SURVEY TO HELP US IMPROVE!

PRE-INSTALLATION INSPECTION

THANK YOU FOR THE PURCHASE OF YOUR ROHN PRODUCT. WE ARE EXCITED THAT YOU CHOOSE ROHN TO SUPPLY YOU WITH A QUALITY PRODUCT. IN ORDER TO COMMUNICATE EFFECTIVELY, ELIMINATE ERRORS AND PROVIDE A SMOOTH INSTALLATION EXPERIENCE, IT IS IMPORTANT FOR THE INSTALLER TO PERFORM A PRE-INSTALLATION INSPECTION OF ALL COMPONENTS/PARTS ASSOCIATED WITH YOUR ORDER. PRIOR TO THE INSTALLATION, THE

FOLLOWING INSPECTIONS ARE REQUIRED:

1. ROHN WILL SHIP MONOPOLES AND TOWERS ON DEDICATED FLATBED TRAILERS. THE CARRIER'S DRIVER WILL DETERMINE WHETHER THE SITE IS ACCESSIBLE FOR DELIVERY. IF THE DRIVER DETERMINES THAT IT IS IMPOSSIBLE TO REACH THE SITE WITHOUT DAMAGING THE MATERIAL, TRUCK OR TRAILER, THE BUYER IS RESPONSIBLE FOR FINDING AN ALTERNATIVE SITE FOR UNLOADING. ROHN DOES NOT ASSUME LIABILITY FOR COSTS INCURRED BY THE BUYER BECAUSE OF DELAYED DELIVERY BEYOND THE CONTROL OF ROHN.

2. PRIOR TO UNLOADING THE CARRIER, THE CREW MUST VISUALLY INSPECT THE PRODUCT FOR ANY DAMAGES THAT MAY HAVE OCCURRED DURING SHIPMENT. DAMAGES THAT ARE NOT NOTED BY THE CREW ON ROHN'S BILL OF

LADING BEFORE SIGNING IT WILL BE THE BUYER'S RESPONSIBILITY.

3. AFTER UNLOADING THE MATERIAL, THE CREW MUST INVENTORY THE MATERIAL AGAINST THE BILL OF MATERIAL PROVIDED BY ROHN AND MAKE ALL CLAIMS FOR SHORTAGES WITHIN 48 HOURS OF DELIVERY. ROHN WILL NOT BE

RESPONSIBLE FOR CLAIMS MADE AFTER 48 HOURS FROM DELIVERY.

4. THE CREW WILL HAVE 2 HOURS FROM THE ARRIVAL TIME TO UNLOAD THE SHIPMENT. IF THE CARRIER IS DELAYED

LONGER THAN 2 HOURS, AN ADDITIONAL FREIGHT CHARGE MAY APPLY.

5. ADDITIONAL FREIGHT CHARGES MAY BE INCURRED IF THE DELIVERY ADDRESS OR DATE IS CHANGED DURING

MID-DELIVERY.

6. IF THERE ARE PARTS THAT ARE FABRICATED INCORRECTLY AND THE PARTS WERE NOT EASILY DETECTABLE DURING THE PRE-INSTALLATION INSPECTION, ROHN MUST BE NOTIFIED IMMEDIATELY UPON IDENTIFICATION OF THE PARTS. IN ADDITION, PICTURES MUST BE TAKEN OF THE ISSUES AND SENT TO ROHN IMMEDIATELY.

7. IT IS IMPORTANT TO VERIFY THE ASSEMBLY DRAWINGS AND ANCHOR ROD LAYOUT DRAWINGS ARE RECEIVED WITH THE DELIVERY, WHEN ANCHOR RODS ARE TO BE INSTALLED. IN ADDITION, IT IS IMPORTANT TO VERIFY THE ANCHOR ROD TEMPLATE PART NUMBERS MATCH THE DESIGNATED PART NUMBERS ON THE ANCHOR ROD LAYOUT DRAWING. IF THERE ARE DISCREPANCIES, NOTIFY ROHN IMMEDIATELY. ROHN WILL NOT BE RESPONSIBLE FOR CHARGES ASSOCIATED WITH INSTALLING THE WRONG SIZE ANCHOR RODS, THE WRONG NUMBER OF ANCHOR RODS

OR THE INCORRECT ANCHOR ROD ORIENTATION.

8. TRIAL ASSEMBLY OF COMPONENTS ON LEVEL GROUND IS RECOMMENDED PRIOR TO ERECTION TO DETERMINE THE

PROPER ASSEMBLY SEQUENCE.

9. IF PART SHORTAGES OR DAMAGED MATERIAL ARE FOUND, ROHN MUST BE NOTIFIED IMMEDIATELY TO ALLOW ROHN

TIME TO REPAIR OR EXPEDITE NEW PARTS/MATERIALS TO THE JOB SITE.

10. INDIVIDUAL BOLT ORIENTATION (NUT UP OR DOWN) IS DISCRETIONARY UNLESS OTHERWISE NOTED.

11. ROHN WILL NOT BE RESPONSIBLE FOR EXCESS CHARGES INCLUDING CRANE CHARGES, DRILLING RIG CHARGES, EQUIPMENT CHARGES, CREW CHARGES AND MOBILIZATION CHARGES.

12. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT THE APPROPRIATE ROHN SALES REP/MANAGER AT (309) 566-3000.

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PRODUCTS LLC

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

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PRJ. ENG'R: PRJ. MANG'R:

R

OH GHB

TWS

A790135

ROHN STANDARD

BOLT ASSEMBLY INSTALLATIONS

07/05/1979

ROHN STANDARD BOLT ASSEMBLIES

1. ALL BOLTED CONNECTIONS ARE SNUG TIGHT CONNECTIONS

UNLESS PRESTRESSED BOLTS ARE INDICATED ON AN ASSEMBLY

DRAWING.

2. ROHN STANDARD BOLT ASSEMBLIES ARE ILLUSTRATED ON THE

ADJACENT INSTALLATION DETAILS. WHEN SPECIFIED BY THE

PURCHASER, OPTIONAL NUT-LOCKING DEVICES (TRI-LOC NUTS,

ANCO NUTS, OR LOCK WASHERS) ARE PROVIDED AS A

SUBSTITUTE FOR PAL NUTS FOR SNUG TIGHT CONNECTIONS

(REFER TO SHEET 2 FOR INSTALLATION DETAILS).

3. TRI-LOC NUTS ARE PROVIDED AS STANDARD NUT-LOCKING

DEVICES FOR SNUG TIGHT BOLTS GREATER THAN 1 INCH

DIAMETER. ANCO NUTS ARE SUBSTITUTED FOR TRI-LOC NUTS

WHEN SPECIFIED BY THE PURCHASER.

4. PRETENSIONED BOLTS ARE PROVIDED AS AN ASSEMBLY

INCLUDING THE BOLT, NUT AND REQUIRED WASHERS AND

ARE TO BE USED, UNLESS OTHERWISE NOTED, FOR ALL

DOUBLE ANGLE CONNECTIONS AND OTHER CONNECTIONS

NOTED ON AN ASSEMBLY DRAWING. A NUT-LOCKING

DEVICE IS NOT REQUIRED OR PROVIDED FOR

PRETENSIONED BOLT ASSEMBLIES.

WASHERS

5. WASHERS ARE PROVIDED TO COVER ALL OVERSIZED HOLES AND

EXPOSED SLOTS. WHEN AN OVERSIZED HOLE OR EXPOSED SLOT

IS PRESENT ON BOTH SIDES OF A CONNECTION, A WASHER IS

REQUIRED UNDER THE BOLT HEAD AND THE NUT AND THE BOLT

ASSEMBLY SUFFIX IN THE ASSEMBLY DRAWING BOM WILL

INCLUDE AN ADDITIONAL “W”.

6. WASHERS ARE ALSO PROVIDED TO INCREASE THE GRIP

THICKNESS WHEN REQUIRED TO PREVENT THE NUT FROM

BOTTOMING OUT ON THE BOLT THREADS.

7. FOR SLOTTED GUSSET PLATE CONNECTIONS, WASHERS ARE

ONLY REQUIRED FOR SINGLE ANGLE MEMBERS (SLOT

EXPOSED ON ONE SIDE). WASHERS ARE NOT REQUIRED

OR PROVIDED FOR DOUBLE ANGLE CONNECTIONS (SLOT IS

NOT EXPOSED).

SNUG TIGHT BOLT ASSEMBLY INSTALLATION

8. UNLESS OTHERWISE NOTED, BOLT ASSEMBLIES ARE TO BE

TIGHTENED TO A SNUG TIGHT CONDITION (MEMBERS IN FIRM

CONTACT USING AN ORDINARY WRENCH OR IMPACT WRENCH)

AND SHALL INCLUDE A NUT-LOCKING DEVICE.

9. NO MINIMUM BOLT TENSIONS OR TORQUE VALUES ARE

REQUIRED.

10. AFTER NUTS ARE TIGHT, PAL NUTS ARE TO BE INSTALLED WITH

THE EDGE LIP OUT (SEE ADJACENT INSTALLATION DETAILS).

11. WHEN LOCK WASHERS ARE SUBSTITUTED FOR PAL NUTS,

REPLACE ANY DAMAGED LOCK WASHERS DUE TO

OVERTIGHTENING.

PRETENSIONED BOLT ASSEMBLY INSTALLATION

12. PRETENSIONED BOLT ASSEMBLIES, UNLESS OTHERWISE NOTED,

SHALL BE TIGHTENED IN ACCORDANCE WITH THE AISC

TURN-OF-NUT PRETENSIONING METHOD USING THE FOLLOWING

NUT ROTATIONS FROM THE SNUG TIGHT CONDITION: 1/3 TURN

FOR BOLT LENGTHS UP TO 4 TIMES THEIR DIAMETER AND 1/2

TURN FOR LONGER BOLTS.

13. LOCK WASHERS SHALL NOT BE USED WITH PRETENSIONED BOLT

ASSEMBLIES.

SNUG TIGHT BOLT

PAL NUT

PRETENSIONED BOLT

SNUG TIGHT BOLT

UP TO 1" DIA.

(SEE NOTE #3)

NUT

PAL NUT

(NUT-LOCKING

DEVICE)

WASHER COVERING

OVERSIZED HOLE

OR EXPOSED SLOT

OR TO INCREASE GRIP

OVERSIZED HOLE

OR SLOT

GRIP

BOLT ASSEMBLY SUFFIX "GAW"

SLOT ON ONE SIDE OR NARROW GRIP

(SNUG TIGHT BOLT, WASHER, NUT, & PAL NUT)

BOLT ASSEMBLY SUFFIX "GPT"

SLOT ON ONE SIDE OR NARROW GRIP

(PRETENSIONED BOLT, WASHER, & NUT)

BOLT ASSEMBLY SUFFIX "GPT1"

(PRETENSIONED BOLT & NUT)

BOLT ASSEMBLY SUFFIX "GA"

(SNUG TIGHT BOLT, NUT, & PAL NUT)

PAL NUT

(NUT-LOCKING

DEVICE)

NUT

SNUG TIGHT BOLT

UP TO 1" DIA.

(SEE NOTE #3)

OVERSIZED HOLE

OR SLOT

GRIP

WASHER COVERING

OVERSIZED HOLE

OR EXPOSED SLOT

OR TO INCREASE GRIP

PRETENSIONED

BOLT

PRETENSIONED

BOLT

NUT

NUT

SHORTAGES OF NUT-LOCKING

DEVICES MAY OCCUR IF USED

ON PRETENSIONED BOLT

ASSEMBLIES.

REFER TO SHEET 2 FOR

NUT-LOCKING DEVICE OPTIONS

DATE:

ADDED BOLT ASSEMBLY VIEWS

11/11/2019

HAJDMJHY

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DRAWING NO:

DATE:CHK'D:

DESCRIPTIONREV.

FILE NO.

REVISIONS

DWN

PRODUCTS LLC

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

CHK APP

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PRJ. ENG'R: PRJ. MANG'R:

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OH GHB

TWS

A790135

ROHN STANDARD

BOLT ASSEMBLY INSTALLATIONS

07/05/1979

2 OF 2SNUG TIGHT BOLT

TRI-LOC NUT

SNUG TIGHT BOLT

ANCO NUT

SNUG TIGHT BOLT

LOCK WASHER

BOLT ASSEMBLY SUFFIX "GA-TLN"

(SNUG TIGHT BOLT & TRI-LOC NUT)

BOLT ASSEMBLY SUFFIX "GAAN"

(SNUG TIGHT BOLT & ANCO NUT)

BOLT ASSEMBLY SUFFIX "GALW"

(SNUG TIGHT BOLT, LOCK WASHER, & NUT)

BOLT ASSEMBLY SUFFIX "GAWLW"

SLOT ON ONE SIDE OR NARROW GRIP

(SNUG TIGHT BOLT, WASHER, LOCK WASHER, & NUT)

BOLT ASSEMBLY SUFFIX "GAWAN"

SLOT ON ONE SIDE OR NARROW GRIP

(SNUG TIGHT BOLT, WASHER, & ANCO NUT)

BOLT ASSEMBLY SUFFIX "GAW-TLN"

SLOT ON ONE SIDE OR NARROW GRIP

(SNUG TIGHT BOLT, WASHER, & TRI-LOC NUT)

OVERSIZED HOLE

OR SLOT

OVERSIZED HOLE

OR SLOT

OVERSIZED HOLE

OR SLOT

GRIP GRIP GRIP

WASHER COVERING

OVERSIZED HOLE

OR EXPOSED SLOT

OR TO INCREASE GRIP

TRI-LOC NUT

(NUT-LOCKING

DEVICE)

WASHER COVERING

OVERSIZED HOLE

OR EXPOSED SLOT

OR TO INCREASE GRIP

WASHER COVERING

OVERSIZED HOLE

OR EXPOSED SLOT

OR TO INCREASE GRIP

TRI-LOC NUT

(NUT-LOCKING

DEVICE)

ANCO NUT

(NUT-LOCKING

DEVICE)

ANCO NUT

(NUT-LOCKING

DEVICE)

NUT

NUT

LOCK WASHER

(NUT-LOCKING

DEVICE)

LOCK WASHER

(NUT-LOCKING

DEVICE)

SNUG TIGHT

BOLT

SNUG TIGHT

BOLT

SNUG TIGHT

BOLT

SNUG TIGHT

BOLT

SNUG TIGHT

BOLT

SNUG TIGHT

BOLT

DATE:

ADDED BOLT ASSEMBLY VIEWS

11/11/2019

HAJDMJHY

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REVISIONS

DWN

PRODUCTS

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

CHK APP

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PRJ. ENG'R: PRJ. MANG'R:

CSR HA

XK

B841300

FOUNDATION

MATERIAL INSTALLATION NOTES

6/17/1984

1. FOUNDATION DESIGNS ARE IN ACCORDANCE WITH ANSI/TIA/EIA/-222-F, "STRUCTURAL

STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES",

SECTION 7, FOR "NORMAL" SOIL CONDITIONS. "NORMAL" SOIL IS DEFINED AS DRY, COHESIVE SOIL WITH AN ALLOWABLE NET VERTICAL BEARING CAPACITY OF 4000 PSF (192 kPa) AND AN ALLOWABLE NET HORIZONTAL PRESSURE OF 400 PSF PER LINEAL FOOT OF DEPTH (62.8 kPa PER LINEAL METER OF DEPTH) TO A MAXIMUM OF 4000 PSF (192 kPa).

2. THE PURCHASER MUST VERIFY THAT ACTUAL SITE SOIL PARAMETERS MEET OR EXCEED E.I.A.

"NORMAL" SOIL PARAMETERS AND THAT THE DEPTH OF STANDARD FOUNDATIONS ARE

ADEQUATE BASED ON THE FROST PENETRATION AND/OR ZONE OF SEASONAL MOISTURE

VARIATION AT THE SITE. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE

EVENT "NORMAL" SOIL PARAMETERS ARE NOT APPLICABLE FOR THE ACTUAL SUBSURFACE

CONDITIONS ENCOUNTERED.

3. FOUNDATION DESIGNS ASSUME FIELD INSPECTIONS WILL BE PERFORMED BY THE

PURCHASER'S REPRESENTATIVE TO VERIFY THAT CONSTRUCTION MATERIALS, INSTALLATION

METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON THE CONDITIONS

EXISTING AT THE SITE.

4. WORK SHALL BY IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS

OTHERWISE NOTED, THE LATEST REVISION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING

CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION

INSTALLATION.

5. ANCHOR BOLTS SHALL MEET OF EXCEED THE REQUIREMENTS OF ASTM F1554-S2, S5 GRADE 105

AND SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION (FULL EFFORT OF A MAN USING AN

ORDINARY SPUD WRENCH).

6. NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL ANCHOR BOLTS.

7. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR

EXPOSED STRUCTURAL CONCRETE.

8. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD

UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL

ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENT OF ACI 318 CHAPTER 4

SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE. AS A MINIMUM,

CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI (31.0 MPa) IN 28

DAYS.

9. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION

METHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM

SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF

CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS.

10. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615

GRADE 60 UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED

UNLESS OTHERWISE INDICATED.

11. REINFORCING CAGES SHALL BE BRACED TO RETAIN PROPER DIMENSIONS DURING HANDLING

AND THROUGHOUT PLACEMENT OF CONCRETE.

12. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS.

13. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES (76 mm) UNLESS OTHERWISE NOTED. APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH (76 mm)

MINIMUM COVER ON REINFORCEMENT.

14. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT EXCEED 3 INCHES (76 mm) NOR BE LESS THAN 2 INCHES (51 mm).

15. SPACERS SHALL BE ATTACHED INTERMITTENTLY THROUGHOUT THE ENTIRE LENGTH OF

VERTICAL REINFORCING CAGES TO INSURE CONCENTRIC PLACEMENT OF CAGES IN

EXCAVATIONS.

16. FOUNDATION DESIGNS ASSUME STRUCTURAL BACKFILL TO BE COMPACTED IN 8 INCH (200 mm)

MAXIMUM LAYERS TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN

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

MINIMUM COMPACTED UNIT WEIGHT OF 100 POUNDS PER CUBIC FOOT (16 kN/m3).

17. FOUNDATION DESIGNS ASSUME LEVEL GRADE AT THE SITE.

18. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND

EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN

ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES.

19. FOR FOUNDATION AND ANCHOR TOLERANCES SEE STRUCTURE ASSEMBLY DRAWING.

20. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE

PLACEMENT. SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS.

21. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE

MATERIALS AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY

OF THE FOUNDATION.

22. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING

SIDES OF EXCAVATION, FORMWORK, REINFORCING BARS, FORM TIES, CAGE BRACING OR

OTHER OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH

WATER.

23. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL EXCEPT FOR PIERS OF PIER AND

PAD FOUNDATIONS. FORMS FOR PIERS SHALL BE REMOVED PRIOR TO PLACING STRUCTURAL

BACKFILL.

24. CONSTRUCTION JOINTS, IF REQUIRED IN PIER MUST BE AT LEAST 12 INCHES (305 mm) BELOW

BOTTOM OF EMBEDMENTS AND MUST BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE

OF 1/4 INCH (6 mm). FOUNDATION DESIGN ASSUMES TO OTHER CONSTRUCTION JOINTS.

25. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A

FLOATED FINISHED. AREA INSIDE LIMITS OF ANCHOR BOLTS SHALL BE LEVEL WITH A

SCRATCHED FINISH.

26. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X 3/4" (19 mm X 19 mm) MINIMUM.

27. FOR ANCHOR BLOCK TYPE FOUNDATIONS, FOR GUYED TOWERS, THE PORTION OF ALL STEEL

ANCHORS, FROM TOP OF ANCHOR BLOCK TO GROUND LEVEL, SHALL BE COATED WITH

BITUMEN. DESIGN ASSUMES PERIODIC INSPECTIONS WILL BE PERFORMED OVER THE LIFE OF

THE STRUCTURE TO DETERMINE IF ADDITIONAL ANCHOR CORROSION PROTECTION MEASURES

MUST BE IMPLEMENTED BASED ON OBSERVED SITE-SPECIFIC CONDITIONS.

STANDARD FOUNDATION NOTES

DATE:

REVISED NOTE 8 TO 4500 PSI

2/10/2014

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SB45G SHORT

BASE TYP

45JBK

JOINT BOLT KIT

(TYP)

G

30'-0"

UPPER

BRACKET

15'-0"

LOWER

BRACKET

18'-0"

LOWER

BRACKET

36'-0"

UPPER

BRACKET

23'-0"

LOWER

BRACKET

46'-0"

UPPER

BRACKET

56'-0"

UPPER

BRACKET

28'-0"

LOWER

BRACKET

33'-0"

LOWER

BRACKET

66'-0"

UPPER

BRACKET

66'-0"

UPPER

BRACKET

33'-0"

LOWER

BRACKET

66'-0"

UPPER

BRACKET

33'-0"

LOWER

BRACKET

P/N: 45BRKT100

100' 45G SERIES TOWER

ASSEMBLY

P/N: 45BRKT090

90' 45G SERIES TOWER

ASSEMBLY

P/N: 45BRKT080

80' 45G SERIES TOWER

ASSEMBLY

P/N: 45BRKT070

70' 45G SERIES TOWER

ASSEMBLY

P/N: 45BRKT060

60' 45G SERIES TOWER

ASSEMBLY

P/N: 45BRKT040

40' 45G SERIES TOWER

ASSEMBLY

P/N: 45BRKT050

50' 45G SERIES TOWER

ASSEMBLY

REV:

DWN:

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DRAWING NO:

DATE:CHK'D:

DESCRIPTIONREV.

FILE NO.

REVISIONS

DWN

PRODUCTS LLC

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

CHK APP

SHEET #:

PRJ. ENG'R: PRJ. MANG'R:

R

CEJ JDM

AS

45BRKT

45G BRACKETED TOWERS - NO ICE

05/27/2025

AS

NO. 45G BRACKETED TOWERS - NO ICE

TOWER HEIGHT

(FT)

BRACKET ELEVATION ALLOWABLE ANTENNA AREAS (SQFT)

UPPER (FT) LOWER (FT) 70 MPH 80 MPH 90 MPH

40 30.0 15.0 36.7 27.4 21.0

50 36.0 18.0 34.8 25.9 20.0

60 46.0 23.0 33.3 24.7 19.0

70 56.0 28.0 32.0 23.8 17.0

80 66.0 33.0 31.0 23.0 12.0

90 66.0 33.0 13.8 9.3 5.3

100 66.0 33.0 5.5 2.0 ---

1. TOWER DESIGNS ARE IN ACCORDANCE WITH APPROVED NATIONAL STANDARD

ANSI/EIA-222-F.

2. ALL TOWERS MUST HAVE "FIXED BASES". PINNED BASES MUST NOT BE USED.

3. DESIGN ASSUMES ONE 1/2" & 7/8" TRANSMISSION LINE ON EACH FACE, (TOTAL =6),

SYMMETRICALLY PLACED.

4. ANTENNAS AND MOUNTS ASSUMED SYMMETRICALLY PLACED AT TOWER TOP.

5. ALLOWABLE ANTENNA AREAS ASSUME ALL ROUND ANTENNA MEMBERS.

6. ALLOWABLE FLAT-PLATE ANTENNA AREAS, BASED ON EIA RS-222-C, MAY BE

OBTAINED BY MULTIPLYING AREAS SHOWN BY 0.6.

7. DO NOT INSTALL OR DISMANTLE TOWERS WITHIN FALLING DISTANCE OF

ELECTRICAL AND/OR TELEPHONE LINES.

8. TOWER ERECTION AND DISMANTLING MUST BE DONE BY QUALIFIED AND

EXPERIENCED PERSONNEL.

9. INSTALL WARNING PLATE (P/N ACWS) IN A HIGHLY VISIBLE LOCATION.

10. ALL ANTENNA INSTALLATIONS MUST BE GROUNDED IN ACCORDANCE WITH LOCAL

AND NATIONAL CODES.

11. FOR FOUNDATION DETAILS, SEE DRAWING A880445.

12. ALL BRACKETS ARE TO BE P/N HBUTVRO.

13. THE INTERFACE OF TOWER BRACKETS TO SUPPORTING STRUCTURE IS TO BE

DESIGNED "BY OTHERS" AND MUST SUPPORT A MINIMUM HORIZONTAL FORCE OF

1810 POUNDS.

AA

2'-6" ROUND

OR SQUARE

TOWER AXIS AND

CENTER OF PIER

4" PROJECTION

4'-0"

6"

6" MIN

GROUND LEVEL

ELEVATION

COMPACTED SAND AND

GRAVEL DRAINAGE BED

NOTES:

FOR REQUIRED MATERIAL SPECIFICATIONS,

INSTALLATION NOTES, AND TOLERANCES, SEE

DRAWING B841300

VOLUME OF CONCRETE

SQUARE PIER = 1.0 CU. YDS.

ROUND PIER = 0.8 CU. YDS.

MAX. REACTIONS

MOMENT = 2502 FOOT POUNDS

SHEAR = 389 POUNDS

AXIAL = 1000 POUNDS

SECTION A-A

(8) #7 VERTICAL RE-BARS

EQUALLY SPACED ON 21" CAGE DIA.

#3 CIRCULAR TIES AT 3" MAX

O.C. W/ 18" LAPS

2" MIN

SB45G SHORT BASE OR

TOWER BASE SECTION

REV:

DWN:

ENG'R:

DRAWING NO:

DATE:CHK'D:

DESCRIPTIONREV.

FILE NO.

REVISIONS

DWN

PRODUCTS LLC

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

CHK APP

SHEET #:

PRJ. ENG'R: PRJ. MANG'R:

R

GPW WDU

XK

A880445

FOR BRACKETED 45G TWR DRILLED PIER

FOUNDATION

03/17/1998

DATE:

REDRAWN TO SCALE

05/30/2025

ASJDMCEJ

1536661391C Line

Line

VIEW A-A

BILL OF MATERIALS

DWGDESCRIPTIONP/NQTYITEM

45GXSECTION 45G 10' STD TOWER HDG45GX11

N/AJOINT BOLT KIT 45G45JBK12

A A

DRAWING NO: REV:

DWN:

ENG'R:

DATE:CHK'D:

FILE NO.

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

JEC KTL

45G

HA

06/25/2011

P.O. BOX 5999

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

SECTION ASSY 45G 10'1.25TUBE

SHEET #:

PRJ. ENG'R: PRJ. MANG'R:

PRODUCTS, LLC

ASSEMBLY P/N: 45G

GENERAL NOTES:

1. PART NUMBER IS STAMPED AT THE BOTTOM OF EACH SECTION AND MUST BE

LOCATED AT THE BOTTOM OF THE SECTION FOR PROPER ASSEMBLY.

2. JOINT BOLTS ARE PROVIDED AT THE BOTTOM OF THE SECTION.

3. DRAWING IS N.T.S. AND IS FOR ASSEMBLY PURPOSES ONLY.

9 11/16"

1'-2 1/2"

1'-4 3/4"

TOWER AXIS

120°

TYP

ELEVATION VIEW

DESCRIPTIONREV.

REVISION

DWN CHK APP

DATE:

REDRAWN IN INVENTOR

04/06/2023

CEJ JDM JDM

LEG TS 1.25 OD X 14 GA

TYP

7/16" BRACING

16.22

TYP

10'-0"

DRAWING NO: REV:

ENG'R:

DATE:CHK'D:

FILE NO.

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

GLS WDU

C760176

CW

3/5/1976

P.O. BOX 5999

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

SECTION ASSEMBLIES

45AG, AG1, AG2, AG3, AG4, & AG5

SHEET #:

PRJ. ENG'R: PRJ. MANG'R:

PRODUCTS, LLC

P/N: 45AG

SECTION P/N: KS157

BOLT KIT P/N: 45AJBK

P/N: 45AG1

SECTION P/N: KS158

BOLT KIT P/N:

45JBK-5/16

45JBK-7/16

P/N: 45AG2

SECTION P/N: KS159

BOLT KIT P/N:

45JBK-5/16

45JBK-7/16

P/N: 45AG3

SECTION P/N: KS160

BOLT KIT P/N: 45AJBK

P/N: 45AG4

SECTION P/N: KS161

BOLT KIT P/N:

45JBK-5/16

45JBK-7/16

P/N: 45AG5

SECTION P/N: KS162

BOLT KIT P/N: 45AJBK

9'-0" 9'-0" 9'-6"

9'-0"

7'-9 3/4" 8'-1"

1'-4 3/4" 1'-4 3/4" 1'-4 3/4" 1'-4 3/4" 1'-4 3/4" 1'-4 3/4"

DESCRIPTIONREV.

REVISION

DWN CHK APP

DATE:

REVISED BOLT KIT P/NS

5/22/2025

JEC JDM JDM

NOTE:

1. ALL SECTION ASSEMBLIES ARE PROVIDED WITH A SECTION, BOLT KIT, &

WARNING LABEL ATTACHED.

1'-0" 1'-0" 1'-6"

1'-0"

Ø2.00" OD

Ø1.87" ID

Ø1.66" OD

Ø1.38" ID

Ø2.38" OD

Ø2.07" ID Ø2.25" OD

Ø2.08" ID

Ø2.75" OD

Ø2.58" ID

HOUSE BRACKET DETAILS

(ORDER ASSEMBLY PART NO. HBUTVRO)

PLAN VIEW

BILL OF MATERIALS: HBUTVRO

DESCRIPTIONP/NQTYITEM

L1.50X1.50X.13X38.25KY120121

L2.00X2.00X.13X38.13KY120212

L2.00X2.00X.13X38.13KY120313

SHIM BAR HB .25X1.5X4.75KY120424

L2.00X2.00X.13X59.50KY120515

CLAMP SADDLE .25X1.50X4.75D11426

BOLT ASSY 3/8X2 G5 HDG210009GAW47

BOLT ASSY 1/2X1-1/2 A325 HDG210018GA28

L1.50X1.50X.13X24.44KY120729

BOLT ASSY 1/2X1-1/4 A325 HDG210017GA610

DRAWING NO: REV:

DWN:

ENG'R:

DATE:CHK'D:

FILE NO.

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

MJH JEC

HBUTVRO 0

10/12/2021

P.O. BOX 5999

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

MOUNTING TVRO

HOUSE BRACKET ASSY

25G, 45G, 55G TWRS

SHEET #:

SWG

PRJ. ENG'R: PRJ. MANG'R:

PRODUCTS, LLC

(USE W

ASHER W

ITH

25G TOWERS ONLY)

(FOR USE WITH 45G ONLY)

(FOR USE WITH

45G ONLY)

DESIGN NOTE

ALL CONNECTIONS OF HOUSE BRACKET TO

BUILDING ARE TO BE SUPPLIED BY OTHERS.

IT MAY BE NECESSARY TO ENGAGE A LOCAL

PROFESSIONAL ENGINEER TO DESIGN AN

INTERFACE OF THE HOUSE BRACKET TO THE

EXISTING STRUCTURE.

TYP

BUILDING WALL STUD

TYP

TYP

TYP

TYP

TOWER SECTION (REF)

16 16 16

24 24

TYP

TYP

TYP

NOTE: CONNECT P/N

KY1202 & KY1203 IN

THESE HOLES IF 25G

TOWER IS USED

TYP

TYP

TYP

TYP

GENERAL NOTES:

1. TO INSURE SAFETY, NO HOUSE BRACKET INSTALLATION (WALL

OR ROOF) SHOULD BE ATTEMPTED WITHOUT A LOCAL

PROFESSIONAL STRUCTURAL ANALYSIS.

2. IT IS THE PURCHASER'S RESPONSIBILITY TO VERIFY THAT HIS

INSTALLATION IS ADEQUATE TO WITHSTAND ALL LOADS

IMPOSED BY HIS MOUNT AND ANTENNA.

3. LOCAL ZONING AND/OR BUILDING CODES AND INSURANCE

COMPANIES MAY REQUIRE AN ARCHITECT OR STRUCTURAL

ENGINEER APPROVAL PRIOR TO INSTALLATION.

4. INSPECT MOUNT AND ANTENNA INSTALLATION EVERY 6 MONTHS

(OR AFTER EVERY STORM) FOR TIGHTNESS.

5. ALL ANTENNA INSTALLATIONS SHOULD BE GROUNDED, BY THE

INSTALLER, TO MEET ALL APPLICABLE CODES.

6. ALL SEALANT TO BE SUPPLIED BY OTHERS.

7. ALL MOUNTING HARDWARE TO BE SUPPLIED BY OTHERS. (5)

Ø11/16" HOLES ARE PROVIDED TO ACCOMMODATE STUD

SPACING OF 16" OR 24" ON CENTER.

8. PAL NUTS ARE PROVIDED WITH ALL BOLT ASSEMBLIES.

9. ASSEMBLIES SHOWN ON THIS DRAWING DO NOT INCLUDE

TOWER OR DISH MOUNTS, WHICH MUST BE ORDERED

SEPARATELY.

ENG'R:

DRAWING NO:

DATE:CHK'D:

DESCRIPTIONREV.

FILE NO.

REVISIONS

DWN

PRODUCTS, LLC

PEORIA, IL 61601-5999

TOLL FREE 800-727-ROHN

PO BOX 5999

THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE

REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT

OUR WRITTEN CONSENT.

CHK APP

SHEET #:

PRJ. ENG'R: PRJ. MANG'R:

CSR KTL

XK

A810214

FOUNDATION & ANCHOR TOLERANCE

09/25/1987

FOUNDATION AND ANCHOR TOLERANCES

ALL FOUNDATIONS

1. CONCRETE DIMENSIONS: PLUS OR MINUS 1" (25mm)

2. DEPTH OF FOUNDATION: PLUS 3" (76mm) OR MINUS 0"

3. DRILLED FOUNDATIONS OUT OF PLUMB: 1.0°

4. REINFORCING STEEL PLACEMENT: PER A.C.I. 301

5. PROJECTION OF EMBEDMENTS: PLUS OR MINUS 1/8" (3mm)

6. VERTICAL EMBEDMENTS OUT OF PLUMB: 0.5°

ANCHOR BOLTS

7. MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLTS TO CENTERLINE OF

FOUNDATION: 1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2" (51mm)

8. ANCHOR BOLT SPACING: 1/16" (2mm)

9. ANCHOR BOLT CIRCLE ORIENTATION: 0.25°

10. ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/16" (2mm)

SELF-SUPPORTING TOWERS

11. FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR BOLT CIRCLES: PLUS OR

MINUS 1/16" (2mm) OR 1/16" (2mm) PER 20 FT. (6m) OF FACE SPREAD

12. MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS: 1/2" (13mm)

GUYED TOWERS

13. GUY RADIUS: PLUS OR MINUS 5% OF DISTANCE SPECIFIED

14. ANCHOR ELEVATION: PLUS OR MINUS 5% OF GUY RADIUS

15. ANCHOR ALIGNMENT (PERPENDICULAR TO GUY RADIUS): 1.0°

16. ANCHOR ROD SLOPE: PLUS OR MINUS 1.0°

17. ANCHOR ROD ALIGNMENT WITH GUY RADIUS: PLUS OR MINUS 1.0°

18. ANCHOR HEAD OUT OF PLUMB: 1.0°

19. GUY INITIAL TENSION: PLUS OR MINUS 10% OF TENSION SPECIFIED

NOTE: TOLERANCES IN NOTES 13 AND 14 CAN NOT OCCUR SIMULTANEOUSLY.

DATE:

REMOVED WARNING TEXT

01/12/2017

HAJDMMJH

1536661391C Line

Line

DEPARTMENT OF THE AIR FORCE

HEADQUARTERS ELEVENTH AIR FORCE (PACAF)

JOINT BASE ELMENDORF-RICHARDSON ALASKA

23 Apr 2025

MEMORANDUM FOR EARECKSON AIR STATION USERS

FROM: 611th Air Support Squadron

10471 20th Street, Suite 220

Joint Base Elmendorf-Richardson AK 99506-2101

SUBJECT: Fiscal Year 2026 Eareckson Air Station Base Support Letter

1. This memorandum provides information to assist project managers and travelers planning projects and travel to Eareckson Air Station (EAS).

2. Personnel responsible for scheduling travel to/from EAS shall fill out and submit a Site Arrival Request (SAR). The SAR process ensures all persons traveling to or through EAS are favorably vetted by PRSC’s Security Office prior to departing for EAS. Please ensure the document is correct and has all required information, before submitting.

a. SARs shall be submitted to the PRSC via link: https://forms.osi.apps.mil/r/tdbpBYaUta up to 30 days in advance and are required at a minimum of 14 days prior to departure. Do not send SAR paperwork or questions to any individual without including the SAR Org Box:

611ASUS.mars.sar@us.af.mil. Ensure SAR approval has been received prior to booking transportation to EAS. The traveler will be required to provide either Travel Orders (for DoD travelers) or a Letter of Authorization (LOA) (signed by their Contracting Officer for contract employees) to 611ASUS.mars.sar@us.af.mil a minimum of 14 days prior to travel. The SAR process covers flight reservations to/from EAS, lodging reservations, and dining facility reservations.

b. Access to the Modernized Enterprise Terminal (MET) and Power Plant restricted areas is requested via the SAR. If the SAR does not reflect these requests, access to restricted areas will be denied. Access to Cobra Dane and In-Flight Interceptor Communications System

(IFICS) Data Terminal (IDT) is requested via the appropriate security manager for those facilities.

c. Ensure all on-site resource support coordination is completed through the Det 2 office either via the org box at PRSC.PRSCDET2.CommandSection@us.af.mil or 907-392-3140. Support requests must be coordinated at least 7 days prior to arrival, no exceptions. This includes vehicles, fuel, contractor support, etc. There are extreme resource constraints on EAS and without prior coordination there is no guarantee of support.

d. SAR approval does not indicate vehicle support availability. BOS Contractor does not rent passenger vehicles. Det 2 may be able to provide vehicles, subject to availability, based on vehicle use for the Air Force mission support requirements at EAS. Vehicles are a limited commodity on EAS and, if available, are issued on a prioritization and a first-come first-served basis. Vehicle support must be coordinated with Det 2 at least 30 days prior to arrival. There is a bus that provides transportation between the airfield and the billeting office in Bldg 600 when the regularly scheduled passenger aircraft is scheduled to arrive or depart.

e. No still or video photography is allowed without prior consent of the Program mailto:611ASUS.EAS@us.af.mil.

mailto:611ASUS.EAS@us.af.mil

Management Office (PMO). Cell phones, to include government issued, cannot be used for photography anywhere on EAS. All requests and justification for official photography must be detailed in the SAR, to include the device make, model, and serial number. All photographs are required to be treated as Controlled Unclassified Information (CUI) with the requiring government agency responsible for maintaining control of the images. If photography is authorized, photos may not include critical assets, security measures, airfield, or airfield operations. Photos must be reviewed and approved by PRSC Detachment 2 Commander on EAS prior to removal from EAS.

3. EAS Airfield use is restricted. A completed and approved SAR, and a Prior Permission Request (PPR) are required to land at EAS. EAS’s airfield operating hours are Monday through Friday, from 0800L until 1700L (1700Z-0200Z). The airfield is closed on Saturday, Sunday, and federal holidays.

a. There is a Servicing Fee for non-PRSC aircraft that land on EAS of $3,877.47. All aircraft that land and/or take-off outside of normal airfield hours will be charged for airfield overtime (OT) expenditures. OT charges start at approximately $90 per hour, per person performing support services, covering the cost of incremental airfield management, aircraft servicing, and fire emergency services. The Aircraft Servicing Fee and overtime rate are subject to change, and it is the customer’s responsibility to verify the rate and estimated number of overtime hours prior to services rendered. Overtime will be charged for actual time spent supporting the entire aircraft evolution, to include time for airfield personnel to prepare for and/or recover from aircraft arrival/ departure as well as any customer transportation and/or billeting assistance.

b. EAS is a Government owned, contractor operated installation. Aircraft arrivals and departures, regardless of agency, require contracted service support and agencies are responsible to provide reimbursement for the cost of that support. Hence, reimbursement for service fees and overtime are billed and collected via Military Interdepartmental Purchase Request (MIPR) or other funding documents by PRSC/611 CES Resource Advisors: 611CES.CEI.Finance@us.af.mil. The contractor does not have the means to collect service fees at EAS via credit card.

c. For commercial aircraft, the air carrier must have a current Civil Aircraft Landing Permit (CALP) on file with the 611 ASUS Airfield Manager, TSgt Sanchez, at henry.sanchez.6@us.af.mil. CALPs must be submitted a minimum of 21 days prior to flight.

d. For both commercial and military aircraft, contact must be made by flight POCs no later than (NLT) one working day prior to scheduled landing during normal working hours (Mon-Fri 0800-1700 (AKST) to request a PPR number from the site airfield manager so that landing can be authorized IAW FAA flight regulations. For safety, aircraft are restricted to land only during normal working hours except for In-Flight Emergency landings. The pilot should verify airfield requirements in the Instrument Flight Rules (IFR) Supplement and review AFI 10-1001 in its entirety prior to departing for EAS. Note that while PPRs may be issued, the customer is responsible for all costs incurred.

e. Personal and contractor owned drones are strictly prohibited. Military drones need to be coordinated with the 611 ASUS Airfield Manager, TSgt Sanchez, at henry.sanchez.6@us.af.mil.

4. All Project Managers (or equivalent) that anticipate six (6) or more personnel travelling to EAS shall submit a personnel flow chart identifying anticipated arrival and departure of personnel at EAS for the duration of the contract/project. Please provide this within 45 days of contract award to the EAS Program Management Office (PMO) and Det 2 Commander (CC) to ensure the proper billeting, resources, and other support can be provided.

5. A passenger aircraft travels between Joint Base Elmendorf-Richardson (JBER) and EAS on a routine basis. Typically, this is Monday, Wednesday, Friday in the busier summer season and M, W, every other F in the winter season. However, the number of flights per week ultimately varies depending on cancellations or rescheduling due to weather.

a. Cost: one-way ticket (no discount for round trip purchase):

i. DoD personnel - $ 3,055

ii. Non-DoD personnel (US Gov) - $ 3,055

iii. Non Fed (Contractors) - $3,180.

b. Return flights from EAS to JBER are scheduled by the Base Operations Support (BOS) contractor at EAS. To book return seats and get information on flight availability contact the following POC’s on site: Dustin Lefever, dustin.lefever.ctr@us.af.mil, Ross Cook, ross.cook.2.ctr@us.af.mil, and Arturo Cruz, arturo.cruz.ctr@us.af.mil. The airfield office can be reached by phone at 907-392-3033. The BOS contractor will also require a copy of either the traveler’s Travel Orders or the approved LOA, as applicable.

c. Passengers are only allowed two bags, under 50 pounds each. All bags are not to exceed 62 lineal inches. Carry-on luggage is not authorized. Hand-carried items, such as books/tablets/laptops are okay.

6. Air cargo is shipped to EAS on chartered flights. A cargo flight is scheduled to depart JBER to EAS every other Wednesday. All air cargo to EAS is processed through the JBER Traffic Management Office (TMO) 773lrs.lgrnc.aca@us.af.mil or 907-552- 2131. It is recommended that cargo is coordinated for shipment at least seven weeks prior to required arrival date. For questions on air cargo process please contact the PRSC ITO Mr. Joseph Ciszak, joseph.ciszak@us.af.mil, 611asus.lgrt.lgrt@us.af.mil. All air cargo departing EAS must be processed through the EAS Aerial Port, which can be reached at 907-392-3361.

a. To hold cargo at EAS, advance coordination with the site Airfield Manager, Mr. Gary Cardullo, is required. He can be reached at gcardullo@asrcfederal.com or 907-392-3361.

b. Ensure all cargo (tools, equipment, material, etc.) has arrived to EAS prior to the scheduled work and personnel travel to EAS. The air cargo is routinely delayed and it is imperative personnel arriving to EAS confirm delivery before arrival. Reach out to JBER TMO or Det 2 to confirm cargo delivery.

c. An uncovered staging area for equipment and material storage may be available for a limited time while awaiting pickup. The requestor’s requirements must be coordinated with the

PMO and Det 2 prior to transporting equipment to EAS.

d. All Cargo shipments to EAS must follow the PRSC Cargo Movement Guidance To LRRS. Shippers of cargo can obtain the latest copy of the guidance by contacting Mr. Joseph Ciszak, joseph.ciszak@us.af.mil, or the Org Box: 611asus.lgrt.lgrt@us.af.mil.

e. Cost for cargo flown from JBER to EAS are listed in the table below:

7. There is one annual resupply barge available for contractor use, both to and from the island, on a space-available basis. The POC for barge support is Mr. Joseph Ciszak, joseph.ciszak@us.af.mil or 907-552- 4935.

Cargo Weight DOD Rate Non-DOD Rate (US Gov) Non Fed (Contractors)

1-439 $3.993 $4.074 $4.158

440-1099 $3.591 $3.672 $3.756

1100-2199 $3.198 $3.279 $3.363

2200-3599 $2.791 $2.872 $2.956

3600 + $2.457 $2.539 $2.622

FY 2026 Cargo Tariff Zone 2-2 Alaska JBER (Per Pound) to EAS mailto:dustin.lefever.ctr@us.af.mil mailto:ross.cook.2.ctr@us.af.mil mailto:arturo.cruz.ctr@us.af.mil mailto:773lrs.lgrnc.aca@us.af.milor907-552 mailto:joseph.ciszak@us.af.mil mailto:gcardullo@asrcfederal.com mailto:joseph.ciszak@us.af.mil

8. All personnel staying overnight on EAS will be charged for meals and lodging unless a current Support Agreement with pre-paid man-days is on file. The rate as of February 2024 is $220 per day in accordance with the Defense Travel Management Office for Eareckson Air Station. The most up to date rate can be found at www.defensetravel.dod.mil/site/perdiemCalc.cfm. The form of payment accepted is all major credit cards, presented upon check-in to billeting.

a. Man camps and tent cities are not authorized on EAS.

9. Refuse Services - There is a limited amount of on-site landfill disposal space available on EAS. The requirements holder, via their associated contracting agency and subsequent contract, shall ensure the contractor is responsible for packaging, processing, and shipping all regulated waste off the installation unless prior approval for landfill space has been received by the 611 CES Integrated Solid Waste Chief, Mr. Jeff Platner and documented in the contractor’s awarded contract. Mr. Platner can be contacted at -907-552-4489 or Jeffrey.Platner.3@us.af.mil.

10. HAZMAT/HAZWASTE – All contractors shall provide the 611 CES Hazardous Waste Manager

Mr. Donald Haas donald.haas.ctr@us.af.mil and Mr. Jeff Platner Jeffrey.Platner.3@us.af.mil a copy of hazardous waste manifest for all shipment leaving EAS.

Mr. Donald Haas can be contacted at 907-552-9766.

a. All third-party contractors are required to present the operation and maintenance BOS Contractor Environmental Office with a list of chemicals being brought to EAS prior to arrival.

Third-Party Contractors will be required to manage waste streams IAW this Hazardous Waste Management Plan (HWMP) and any other applicable AF regulations. DOD contracted personnel are responsible for the management of their hazardous materials and wastes. The BOS station manager maintains a list of chemicals and Safety Data Sheets (SDSs).

b. All Hazardous Waste (HW) generated at EAS is viewed by the Environmental Protection Agency (EPA) as co-generated waste. This means that the regulations for proper handling, storage, transportation, and disposal of any HW apply to both the contractor and the USAF as the waste was generated as a direct result of an EAS project. As such, EAS can issue containers for, and manage HW, nonhazardous waste, and Universal Waste (UW) generated by contractors when ALL the following apply:

i. There are no fiscal limitations (such as when a project is funded to include waste management and disposal).

ii. There is no conflict with an applicable contract.

iii. The contractor request support from the 611 CES/CEIE Hazardous Waste Program Manager (HWPM) 30-days prior to the start of the project.

iv. The BOS Contracting Officer Representative agrees that the work is within scope of the BOS contract.

v. The contractor complies with the HWMP and obtains approval for all hazardous material transported to EAS 30-days prior to bringing material to any site, or the contractor complies with all applicable requirements.

vi. If a contractor does not fulfill all the above requirements, the contractor will be solely responsible for paying for, and providing containers, labels, and waste transportation, treatment, storage, and disposal. Copies of all manifests that the contractor generates to ship any waste (hazardous, nonhazardous, or universal waste) must be provided to the HWPM within three days prior to shipping. If EAS issues containers for, or manages waste generated or handled by a contractor, and a contractor does not fully comply with the Hazardous Material Management Plan (HMMP), the HWPM will notify the applicable contracting officer and the contractor's representative that signed the contract and will stop providing support for waste handling, management, or disposal.

http://www.defensetravel.dod.mil/site/perdiemCalc.cfm mailto:donald.haas.ctr@us.af.mil

11. Power and Water - Electrical power and fresh water are available on the island.

12. Office space - Limited office space may be available for visitor use. Offices are not guaranteed to have phone lines. This must be coordinated by the sponsoring activity with EAS PMO and the Det 2 Commander prior to contract award and personnel traveling to EAS.

13. Fuel – Available fuel on EAS is either JP-8 or Ultra Low Sulfur Diesel, which is in limited supply.

Fuel is available for purchase on site, with the preferred fuel usage being JP-8. Purchasers must have a valid GSA fuel purchase account. Current fuel price information can be requested from 611 ASUS Fuels Specialist at 611asus.pol.1@us.af.mil.

14. Freezer/Refrigerator – Space may be available for ice packs and sample containers on a non-interference basis, advance coordination with the BOS Contractor is required for access.

15. Medical support – Limited medical care is available on EAS. Visitors should ensure that they bring one-month supply of any required medications. Due to the remote location of Shemya Island, the on-site medical and pharmacological resources are limited to minor emergencies / temporary patient stabilization.

BOS contractor does not arrange or pay for MEDEVACs. All parties are responsible for having a robust MEDEVAC Plan prior to personnel arriving at EAS. Each sponsoring activity / agency is responsible for arranging, coordinating, and financing MEDEVACs for their own employees, and reimburse BOS contractor for any medications received on the island. Travelers should be sufficiently healthy to not anticipate needing any medical care. By submitting the Site Arrival Request, the traveler is accepting that risk. A MEDEVAC aircraft will be utilized in the event of medical emergency that cannot be treated on EAS.

16. Firearms are strictly prohibited. Failure to comply will result in an immediate removal from the island at the violator’s expense. EXCEPTION: military personnel with the appropriate paperwork fulfilling mission requirements.

17. Cell phones/Internet - There is no cell phone service available at EAS. Phone lines are provided in some offices and lodging rooms. Limited commercial internet may be available for purchase upon arrival.

a. Commercial Satellite Terminal Policy – Both short and long-term satellite terminals (such as Starlink, must strictly follow PRSC CC Policy and be approved in writing by the Det 2 prior to use. For more information and to initiate the request, please contact Det 2 org box at

PRSC.PRSCDET2.CommandSection@us.af.mil.

i. All satellite terminals at PRSC sites must be coordinated with the 11 AF Spectrum Manager in writing prior to installation. Requests must be submitted to 11 AF Spectrum Manager, 611ACOMS.SCX.SpectrumManagement@us.af.mil, at least 90 days before installation.

ii. Requestors must complete an Air Force Form 332, Work Request, and an AF 103 digging permit, and submit them to the 611th Civil Engineering Squadron (611 CES) customer service org box 611CES.CEOER.CustomerService@us.af.mil for approval, prior to the installation.

18. All base support referenced in this memorandum is available on a non-interference basis. Due to the remoteness and unique situation at EAS, base support availability is subject to change at any time without notice. Visitors must request any support they require far enough in advance to accommodate the significant lead times necessitated by EAS logistics, and depending on the requirement this could mean 8+ months in advance.

19. EAS is an extremely remote location, with frequent inclement weather that precludes air support.

mailto:611asus.pol.1@us.af.mil

There are times when flights are weathered out of EAS and cannot be accessed for multiple weeks at a time, which includes food, supplies, cargo, equipment, and mail delivery. Government agencies and contractor companies must take into account any personal requirements of their employees before recommending travel to EAS as there are very limited capabilities to accommodate individual needs.

EAS is a harsh environment, facilities were built in the 1950s and 1960s, and weather conditions can reach the point where all outdoor activities are curtailed, and the island is on lockdown. Personnel on or travelling to EAS need to be physically and mentally capable of operating in such an environment.

PRSC reserves the right to deny access to EAS for personnel and/or remove personnel from EAS to ensure good order and discipline is maintained.

20. For any reimbursement inquiries regarding lodging, subsistence, aircraft landing fees, fuel, etc., please contact the PRSC/611 CES Resource Advisor personnel at 611CES.CEI.Finance@us.af.mil or by phone at 907-552-5252.

21. This memo supersedes all previous Eareckson Air Station Base Support Letters.

22. If you have any questions or concerns, please contact the PRSC EAS Program Management Office, office: 907-552-5107; mobile: 907-201-3356. Please include the EAS PM, Mr. Maxim Zirnov maxim.zirnov@us.af.mil, and the ISS2 PM, Capt. Richard Peterson richard.peterson.21@us.af.mil on all email inquiries.

MAXIM ZIRNOV

EAS Program Manager, ISS2 Contract mailto:611CES.CEI.Finance@us.af.mil