TCP Draft FHWA Tanana River Rec Area.pdf

ARRC Contract No.: XXXXX ARRC Mileposts: H4.05 Permit For: FHWA Tanana River Rec Area

Access Improvements Project No.: XXXXX

TEMPORARY CONSTRUCTION PERMIT

THIS TEMPORARY CONSTRUCTION PERMIT (“Permit”) is made on the day executed by the last signatory hereto, by and between the ALASKA RAILROAD CORPORATION, a public corporation of the State of Alaska formed pursuant to AS 42.40 (“ARRC”), whose mailing address is P.O. Box 107500, Anchorage, Alaska 99510-7500 and TBD, (check one) a sole proprietorship or an individual a general partnership a(n) insert State limited partnership a(n) insert State corporation (“Contractor” or “Permittee”), whose mailing address is TBD.

1. GRANT OF PERMIT. ARRC hereby grants to Contractor a non-exclusive revocable license to enter upon ARRC’s railroad right-of-way at ARRC Milepost (MP) H4.05, which location is more specifically shown on the FHWA Tanana River Rec Area Access Improvements project drawings attached hereto as Exhibit A (the “Permit Area”) for the sole and limited purpose of roadway improvements within the project area (collectively the “Project”), upon the terms and conditions set forth herein.

2. TERM. This Permit shall be for a term beginning on TBD and ending on TBD, provided that ARRC shall have the absolute right to terminate this Permit upon five (5) days’ written notice to Contractor; provided, however, that ARRC may terminate the Permit on less than five (5) days’ notice if either (a) another provision of this Permit allows termination upon such shorter notice, or (b) ARRC reasonably determines that a shorter notice period is necessary due to circumstances that substantially endanger either the personnel or property of ARRC or a third party, or human health or the environment. Contractor shall have the absolute right to terminate this Permit upon five (5) days written notice. Any continued entry upon or use of the Permit Area by Contractor after the expiration of the original term of this Permit, absent prior ARRC approval, shall be under the same terms and conditions as this Permit.

3. PERMIT FEE. As consideration for this right of entry, Contractor shall pay One Thousand Seven Hundred and no/100 Dollars ($1,700.00) (one-time fee), due in advance to ARRC, receipt of which is acknowledged by the execution of this Permit by ARRC. The Permit fee is non-refundable notwithstanding any termination of this Permit, including but not limited to termination pursuant to Section 2 or Section 10 of this Permit.

4. PLANS AND SPECIFICATIONS FOR CONSTRUCTION.

4.01 Permittee shall perform all work on the Project, including but not limited to the construction of facilities described in Section 1, only in the location specifically shown in Exhibit A.

4.02 Prior to (i) advertising for bids for work on the Project, (ii) issuing any contract(s) for work on the Project or amendments thereto, (iii) issuing any change order(s) to its contractor(s) for work on the Project, and/or (iv) commencing itself any work on the Project, ARRC Contract No. XXXX Temporary Construction Permit <Insert Contractor Name> Page 2 of 7

Permittee shall submit to ARRC for approval all plans and specifications for work on the Project and all amendments, additions or corrections thereto. Permittee agrees not to commence or cause to commence any such work or any associated work until approval for such work has been received from ARRC.

4.03 Permittee agrees that any work on the Project, including but not limited to any facility construction, shall be substantially in accordance with Permittee’s plans and specifications as first approved by ARRC.

4.04 The Standard Specifications for Work on Railroad Property (the “Standard Specifications”) attached hereto as Exhibit B are incorporated herein by reference. The current version of the Technical Standards for Roadways, Trails and Utility Facilities in ARRC Right-of- Way (“Technical Standards”) are found on ARRC’s website at www.alaskarailroad.com or a copy may be obtained by calling (907) 265-2347. Permittee agrees that all construction and associated work on the Project performed upon ARRC property shall be performed in accordance with (i) the Standard Specifications; (ii) for such activities within the ARRC right-of-way, the Technical Standards; and (iii) any supplemental conditions required by Section 15 of this Permit, including any revisions or supplements thereto in effect on the date any such activities are undertaken. Permittee agrees to include a version of the Standard Specifications, modified as appropriate to the particular contract and approved by ARRC, the Technical Standards (for work in the ARRC right-of-way) and any supplemental conditions under Section 15 in all contractual bid specifications which the Permittee may publish for work associated with the Project. In the event the Standard Specifications and/or the Technical Standards are revised or replaced by ARRC prior to termination of this Permit, Permittee agrees that any changes in or additions to work on ARRC property under this Permit shall be performed in accordance with such revised Standard Specifications and/or Technical Standards or replacement documents, provided that ARRC has made such revisions or replacements reasonably available to Permittee. Permittee shall be responsible for making itself aware of the Standard Specifications and Technical Standards and any revisions thereof or replacements therefor during the term of this Permit. If any term of this Permit conflicts with any provision in the Standard Specifications and/or the Technical Standards, the terms of this Permit shall control.

4.05 Permittee agrees to the supplemental terms or conditions, if any, stated in Section 15 of this Permit.

4.06 Permittee shall provide as-built prints of the Project to ARRC promptly upon completion of construction under this Permit. In addition to as-built prints, ARRC may, in its reasonable discretion, require Permittee to provide GPS data or other locational information regarding the completed Project, and Permittee agrees to provide such data or information upon request from ARRC.

5. FUTURE USE OF PERMIT AREA. Upon completion of the Project, the facilities constructed under this Permit within the Permit Area will be governed by the terms of a permit between ARRC and Fairbanks Northstar Borough (“FNSB”) for the South Lathrop grade crossing, ARRC Contract No. 20742.

6. ARRC USE. ARRC reserves for itself, its successors, assigns, contractors and licensees, the right to use the Permit Area for any purpose whatsoever, including without limitation transportation, communication, and transmission purposes, which shall be deemed to include but not be limited to the construction, maintenance and operation of existing and http://www.alaskarailroad.com/

<Insert Contractor Name> Page 3 of 7 additional tracks, pipes, communication and power transmission lines, drainage ditches or any other facilities located upon, over, and beneath the Permit Area.

7. INDEMNIFICATION. Except as otherwise stated in this section, Contractor shall be liable for and agrees to release, indemnify, defend and hold harmless ARRC, its employees, officers and representatives from and against all losses and all claims, demands, payments, suits, actions, liabilities, judgments, damages, recoveries, fines, penalties, costs, legal expenses (including, but not limited to, reasonable attorney’s fees), of whatever kind, including sums paid in settlements of claims, attorney fees, consultant fees, expert fees, or costs incurred, made, brought or recovered against ARRC by any person or entity, including but not limited to Contractor, its agents, subcontractors, employees or invitees, arising directly or indirectly from, or connected with (a) this Permit; (b) Contractor’s use or occupation of the Permit Area;

(c) Contractor’s operations on other ARRC property; (d) any act or omission by Contractor, its subcontractors, agents, employees, invitees in the construction of the Project, work related to the Project, or in guarding the same; or (e) any failure of Contractor to comply with applicable laws, ordinances, rules, regulations, guidelines, or other requirements imposed by any government entity now or hereafter in effect, in connection with the performance of this Permit by Contractor. In furtherance of, and without limiting, the foregoing duties to release, indemnify, defend and hold harmless, Contractor shall assume complete liability for any and all claims resulting from the construction of the facility located on, under, or over the Permit Area or otherwise arising from the Project. Contractor shall give ARRC reasonable notice of any claims or actions described above. Contractor shall use counsel reasonably acceptable to ARRC in carrying out its defense obligations under this Section 7. The provisions contained in this Section 7 shall not be given effect if the active negligence of ARRC or its employees is the sole proximate cause of any injury or damage done to the party asserting the claim. Contractor’s agreement to the release, indemnity, defense and hold harmless obligations in this Section 7 is one of the considerations upon which this Permit is granted. The release, indemnity, hold harmless and defense obligations set forth in this Section 7 shall survive the expiration or earlier termination of this Permit.

8. COMPLIANCE WITH GOVERNMENTAL REQUIREMENTS. Contractor shall, at its expense, comply with all applicable laws, ordinances, rules, regulations, orders and other requirements imposed by any government entity, regardless of when they become or became effective, including without limitation, those relating to health, safety, noise, environmental protection, waste disposal, and water and air quality, and shall furnish satisfactory evidence of such compliance upon request of ARRC. Should any discharge, leakage, spillage, emission, contamination or pollution of any type occur upon or from the Permit Area due to Contractor’s use and occupancy thereof, Contractor shall, at its expense, clean and/or otherwise remediate the Permit Area to the satisfaction of the ARRC and any governmental body having jurisdiction thereover.

9. INSURANCE. Contractor shall procure and keep in full force and effect at all times while performing work on ARRC property the Commercial General Liability, Automobile Liability, Workers’ Compensation and Railroad Protective Liability insurance policies specified in Section 4.04 of the Standard Specifications attached as Exhibit B hereto. Contractor may not enter upon or commence any work on ARRC Property until it has provided certificates to ARRC evidencing that it has obtained the required insurance.

<Insert Contractor Name> Page 4 of 7

10. DEFAULT AND REMEDIES.

10.01 Default. The occurrence of any one or more of the following events shall constitute a material default by Contractor.

A. The failure by Contractor to make any payments required to be made by Contractor under this Permit and/or under the Standard Specifications, as and when due, where such failure shall continue for a period of five (5) days after written notice thereof from ARRC to Contractor.

B. The failure by Contractor to observe or perform any covenant, condition or provision of this Permit which, in the reasonable opinion of ARRC, substantially endangers either the personnel or property of ARRC or a third party, or human health or the environment, where Contractor does not commence curing the default immediately upon written notice thereof from ARRC to Contractor or does not continue to complete the cure within such reasonable time period thereafter as is imposed by ARRC or any governmental body having jurisdiction in the matter.

C. Except as otherwise provided in this Permit, the failure by Contractor to observe or perform any of the covenants, conditions or provisions of this Permit to be observed or performed by Contractor, other than described in paragraphs (A) or (B) above, where such failure shall continue for a period of ten (10) days after written notice thereof from ARRC to Contractor.

D. The occurrence of any of the following: (i) the Contractor makes any general arrangement or general assignment for the benefit of creditors; (ii) Contractor becomes a debtor in bankruptcy; (iii) a trustee or receiver is appointed to take possession of substantially all of Contractor’s assets; or (iv) substantially all of Contractor’s assets are attached, executed upon or otherwise judicially seized.

E. Vacation or abandonment of the Project or the Permit Area by Contractor.

F. The discovery by ARRC that any financial statement, credit information or other financial information given to ARRC by Contractor, any assignee of Contractor, any successor in interest of Contractor or any guarantor of Contractor’s obligation hereunder, was materially false at the time given.

10.02 Remedies. In the event of any material default by Contractor, ARRC may at any time thereafter, without notice or demand and without limiting ARRC in the exercise of any right or remedy which ARRC may have by reason of such default:

A. Terminate Contractor’s rights under this Permit and pursue any other available remedies.

B. Maintain Contractor’s rights under this Permit in which case this Permit shall continue in effect. In such event ARRC shall be entitled to enforce all of ARRC’s rights and remedies under this Permit, including the right to recover any payments due under this Permit and/or under the Standard Specifications.

<Insert Contractor Name> Page 5 of 7

C. Pursue any other remedy now or hereafter available to ARRC under the laws or judicial decisions of the State of Alaska.

10.03 Interest on Late Payments. Beginning the day after a payment is due, all unpaid charges and fees required by this Permit shall accrue interest at the highest lawful contract rate in the State of Alaska as defined by AS 45.45.010(a) or any successor or replacement statute in effect at that time and as then amended. The accrual of such an interest charge does not waive, excuse or cure any default.

11. RESTORATION OF PERMIT AREA ON TERMINATION. Upon the expiration or termination of this Permit, the Contractor shall remove from and off the Permit Area, all property owned or controlled by Contractor, except as may be otherwise agreed to by ARRC in writing or as may be provided in any other ARRC contract(s) referred to in Section 5 above. The Contractor shall restore the Permit Area to a condition reasonably satisfactory to ARRC. If Contractor fails to meet its obligations to remove its property and/or to restore the Permit Area under this Section 11, ARRC may perform such work at Contractor’s expense. Until said property is removed and the Permit Area restored, either by Contractor or by ARRC at Contractor’s expense, this Permit, with all terms contained herein, shall, at ARRC’s option, remain in effect until said property is removed and the Permit Area is restored. The requirements of this Section are in furtherance of and not in limitation of any provision of the Standard Specifications.

12. NO WARRANTIES. ARRC does not warrant or represent that the Permit Area is safe, healthful or suitable for the purpose for which it is to be used under this Permit. The absence of markers does not constitute a warranty by ARRC that subsurface installations do not exist on, in or under the Permit Area or any part thereof.

13. ASSIGNMENT. This Permit is personal to Contractor and may not be assigned or transferred in any manner, including by operation of law, without prior written consent of ARRC. Any attempt to assign or transfer the Permit without such prior written consent shall cause an immediate termination of the Permit.

14. MISCELLANEOUS.

14.01 The captions of paragraphs in this Permit are for convenience of reference only and shall not be used in the construction of any term hereof.

14.02 The terms of this Permit shall inure to the benefit of any successors and assigns of ARRC, and, subject to the provisions of Section 13, to the successors and assigns of Contractor.

14.03 This Permit represents the entire agreement of the parties with respect to the subject matter thereof, and it may not be modified except by an agreement in writing signed by both parties.

14.04 Time is of the essence with respect to any obligations to be performed under this Permit.

<Insert Contractor Name> Page 6 of 7

15. SUPPLEMENTAL CONDITIONS.

15.01 FHWA and ARRC have executed a Reimbursable Services Agreement under which FHWA has agreed to pay for all railroad flagging, coordination, railroad engineering inspection, and track work associated with the Project. Permittee may participate under the flagging provisions of that ARRC-FHWA agreement, but under all circumstances must comply with the flagging requirements further outlined in the Standard Specifications for Work on Railroad Property attached hereto as Exhibit B and in Section 15.02, below.

15.02 ARRC flag protection is required for all work within twenty (20) feet of the tracks or any time equipment can reach or fall within 20 feet of the tracks, including but not limited to the work described in Section 15.02 of this Permit, and must be scheduled in advance.

Please coordinate flagging through the ARRC Project Manager identified in Section 15.04. See Subsection 3.3 and Section 6 of the Standard Specifications described in Section 4.04 of this Permit. All flagging requests and flagging must comply with ARRC’s Railroad Flagging Policy for Contractors Working Within the ARRC Right-of-Way (“Flagging Policy”), a copy of which is available on ARRC’s website at:

https://www.alaskarailroad.com/sites/default/files/akrr_pdfs/FRM-PLCY_ARRC_Flagging_Request.pdf

If any provision of this Permit conflicts with any provision of the Flagging Policy or the Standard Specifications, this Permit shall control.

Flagging requests must be submitted at least ten (10) business days prior to the start of work.

ARRC will make a reasonable effort to provide flagging to accommodate contractors’ schedules.

However, staffing is limited during certain times of the year and personnel may not be available at specific times.

15.03 Contractor is responsible to ensure that any work on ARRC property is permitted with ARRC. Should the contractor wish to utilize any ARRC property not currently identified in the Project plans, a separate agreement between ARRC and the contractor will be required.

15.04 All work on the Project must be coordinated with Andrew Gallagher, ARRC Project Manager, at (907) 265-4402.

REMAINDER OF PAGE INTENTIONALLY LEFT BLANK

https://www.alaskarailroad.com/sites/default/files/akrr_pdfs/FRM%1ePLCY_ARRC_Flagging_Request.pdf

<Insert Contractor Name> Page 7 of 7

ALASKA RAILROAD CORPORATION

Dated: By:

Andrew Donovan Director, Real Estate Permits and Leasing

CONTRACTOR TBD

Dated: By:

(Please SIGN Here)

(Please PRINT Name)

(Please PRINT Title)

Attachments:

Exhibit A - Project Drawings Exhibit B - Standard Specifications for Work on Railroad Property rev. 01/05/2017

BRENT L COE Digitally signed by BRENT L COE Date: 2022.09.09 09:39:01 -07'00'

INDEX TO SHEETS

STND 602-5, PLASTIC PIPE CULVERTG.7

BEDDING

STND 602-3, METAL AND PLASTIC PIPE CULVERTG.6

BAND

STND 602-2, METAL PIPE CULVERT COUPLINGG.5

STND 602-1, METAL PIPE CULVERTG.4

W251-1, PLACED RIPRAP AT CULVERT OUTLETSG.3

62+62.92 CULVERT PLAN AND PROFILEG.2

TABULATION OF DRAINAGE QUANTITIESG.1

G. DRAINAGE

W157-21, FIBER ROLLF.14

W157-19, STABILIZED CONSTRUCTION EXITF.13

METHODS

W157-17, TEMPORARY DIVERSION BERM F.12

SWIM BEACH PARKING AREA AND PATHWAY

EROSION AND SEDIMENT CONTROL PLAN -F.11

MOTORIZED BOAT LAUNCH AND PARKING AREA

EROSION AND SEDIMENT CONTROL PLAN -F.10

LEVEE ACCESS ROAD

EROSION AND SEDIMENT CONTROL PLAN -F.9

PLAN - SHARED-USE TRAIL

EROSION AND SEDIMENT CONTROL PLAN AND F.7-8

PLAN - NORTHLAKE LANE

EROSION AND SEDIMENT CONTROL PLAN AND F.6

PLAN - SOUTH LATHROP STREET

EROSION AND SEDIMENT CONTROL PLAN AND F.2-5

TABULATION OF EROSION CONTROL QUANTITIESF.1

F. EROSION CONTROL

MODULAR CROSSING PAVING DETAILSE.17

APPROACH DETAILSE.16

SWIM BEACH PARKING AREA AND PATHWAYE.12-15

LATHROP STREET INTERSECTION

SANDURI AVENUE / POMM ROAD AND SOUTH E.11

PLAN-PROFILE

SOUTH LATHROP STREET LEVEE ACCESS ROAD E.10

MOTORIZED BOAT LAUNCH AND PARKING AREAE.4-9

NON-MOTORIZED BOAT LAUNCH RESTROOME.3

AND APPROACHES QUANTITIES

TABULATION OF PARKING AREAS, INTERSECTION,E.1-2

E. PARKING AREAS, INTERSECTION, AND APPROACHES

SURVEY CONTROLD.14

PLAN AND PROFILE - SHARED-USE TRAILD.11-13

PLAN AND PROFILE - NORTHLAKE LANED.9-10

PLAN AND PROFILE - SOUTH LATHROP STREETD.2-8

TABULATION OF PLAN QUANTITIESD.1

D. PLAN-PROFILE

TYPICAL SECTIONSC.2-7

TABULATION OF TYPICAL SECTION QUANTITIESC.1

C. TYPICAL SECTIONS

SUMMARY OF QUANTITIESB.1-3

B. SUMMARY OF QUANTITIES

VICINITY MAPA.4

PLAN SYMBOLS AND ABBREVIATIONSA.3

INDEX TO SHEETSA.2

TITLE SHEETA.1

A. GENERAL INFORMATION

INDEX TO SHEETS (cont.)

INSTALLATION DETAILS

SETTLEMENT MONITORING PLATE ANDL.1

L. SETTLEMENT MONITORING

POINTS

WETLAND MITIGATION TYPICAL SECTION ANDK.3

WETLAND MITIGATION PLAN OVERVIEWK.2

QUANTITIES

TABULATION OF WETLAND MITIGATIONK.1

K. WETLAND MITIGATION

CONTROL SCHEMATICJ.11

ELECTRICAL DETAILSJ.7-10

PANEL SCHEDULEJ.6

FEEDER SCHEDULES

TYPICAL ONE-LINE DIAGRAM AND LC1 & LC2J.5

MOTORIZED BOAT LAUNCH ELECTRICAL PLANJ.4

NON-MOTORIZED BOAT LAUNCH ELECTRICAL PLANJ.3

ABBREVIATIONS

ESTIMATE OF QUANTITIES, GENERAL NOTES, J.2

LEGENDJ.1

J. UTILITIES

SIGN WIND FRAMINGI.25

SIGN POST EMBEDMENTI.24

SIGN OFFSET AND HEIGHTI.23

SPECIAL SIGN PANEL DETAILSI.20-22

AND WORDS

W634-1, PAVEMENT MARKINGS SYMBOLS I.19

PAVEMENT STRIPING AND MARKINGSI.18

BOULDER DETAILSI.17

FENCE DETAILSI.16

GATE SIGNING DETAILSI.15

GATE LAYOUT AND DETAILSI.14

SWIM BEACH PARKING AREA AND PATHWAY

PERMANENT TRAFFIC CONTROL PLAN -I.13

MOTORIZED BOAT LAUNCH AND PARKING AREA

PERMANENT TRAFFIC CONTROL PLAN - I.12

SHARED USE TRAIL

PERMANENT TRAFFIC CONTROL PLAN AND PLAN -I.10-11

NORTHLAKE LANE

PERMANENT TRAFFIC CONTROL PLAN AND PLAN -I.9

SOUTH LATHROP STREET

PERMANENT TRAFFIC CONTROL PLAN AND PLAN - I.5-8

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROLI.1-4

I. PERMANENT TRAFFIC CONTROL

WITH PEDESTRIAN ZONE

TEMPORARY TRAFFIC CONTROL SHARED ROADWAY H.10

SIGN INSTALLATION WOOD POSTS

STND 635-14, TEMPORARY TRAFFIC CONTROLH.9

SHOULDER CLOSURE LAYOUT

STND 635-10, TEMPORARY TRAFFIC CONTROLH.8

SIGN)

SHOULDER LANE CLOSURE LAYOUT (WITH YIELD

STND 635-7, TEMPORARY TRAFFIC CONTROLH.7

SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)

STND 635-6, TEMPORARY TRAFFIC CONTROLH.6

ROAD CLOSURE LAYOUT (WITH FLAGGERS)

STND 635-5, TEMPORARY TRAFFIC CONTROLH.5

ADVANCE SIGNING

STND 635-1, TEMPORARY TRAFFIC CONTROLH.4

RAILROAD CROSSING DETOUR PLANH.3

TEMPORARY TRAFFIC CONTROL PLANH.2

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROLH.1

H. TEMPORARY TRAFFIC CONTROL

INDEX TO SHEETS

:2

A

M

J u ly

S h e e t

I n d e x

J

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \A

.1 T it le

S h e e t.

d g n

C h e c k e d b y

J

G r a y

/2

D e s ig n e d b y

L O v e r b e c k

/2

STATE PROJECT

NUMBER

SHEET

AK FNSB TANANA(1) A.2

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

:2

J u ly

U

S C

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \A

.3 L e g e n d .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

A.3FNSB TANANA(1)AK

BH

CP GPS

JH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

DI

T subexcavated areas.

account for 16" of settlement in

Quantity includes additional material to

Borrow (Type B).

excavation material for use as Select

Conserve and process the roadway [2]

[3]

[2]

[2]

[3]

[1] of excavation.

Quantity will require approximately 20 CY subexcavated areas.

account for 16" of settlement in

Quantity includes additional material to

Borrow (Type B).

excavation material for use as Select

Conserve and process the roadway

Quantity includes subexcavation backfill.

[1]

FOOTNOTE:

[4]

[4]

PLAN QUANTITIES

TABULATION OF2

:4

P a n u a r y

D

.1 P la n

Q u a n ti te s

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \D

.1 P la n

P r o f il e Q u a n ti ti e s .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) D.1

QUANTITIES

INTERSECTION, AND APPROACHES

TABULATION OF PARKING AREAS,

:3

J u ly

E .2

P la n Q u a n ti te

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \E

.1 M in o r Q u a n ti ti e s .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) E.2

as required to achieve final elevation

6" Compacted Depth or

Roadway Aggregate. Method 2

3" Compacted depth

Asphalt Concrete Pavement

24" Compacted Depth

Subbase Grading B

Hardwood Cross Tie (installed by others)

Modular Panels (installed by others)

Ballast (installed by others) flush with modular crossing panel

Asphalt Concrete Pavement to be

CL

Track

Section A-A' Modular Crossing

[1]

Approximate limits of existing ballast

Separation-Stabilization Geotextile (installed by others)

[2]

A'

A

Modular Crossing Plan View

Grade break on end panel

Taper paving to terminate at grade break

Line to be constructed

South Lathrop StreetModular Panels (installed by others)

CL

Track

Edge of proposed roadway

FOOTNOTE:

lifts.

Place asphalt within 20' of the crossing in two equal during roadway construction.

crossing. Do not disturb existing railroad ballast

Construct subgrade prior to construction of modular [1]

[2] coordinated in advance with the Railroad.

ROW or adjacent to the ARRC ROW will need to be

1. All work within the Alaska Railroad Corporation (ARRC)

NOTE:

PAVING DETAILS

MODULAR CROSSING

:0

J u ly

C r o s s in g P a v in g

D e ta il

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \E

.1

M o d u la r P a v in g

D e ta il .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) E.17

Wetland boundary

Install fiber roll

Clearing limits

Proposed ditch

Slope stake limits

Slope stake limits END CONSTRUCTION

86+45.00

SOUTH LATHROP STREET

FNSB TANANA(1)

El = 443.77

E = 673517.967

N = 184690.745

Install SWPPP sign

Stabilized construction exit

EROSION CONTROL LEGEND

Plastic Fence (Orange)

Flow Arrow

Clearing Limit

Fiber Roll

Plastic fence (Orange)

82+00 TO 88+60

CONTROL PLAN AND PLAN

EROSION AND SEDIMENT

D e s ig n e d b y

L O v e r b e c k

/2

C h e c k e d b y

J

G r a y

/2

F

.5 S

L S

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \F

.2

F .1

E r o s io n C o n tr o l

P la n a n d P la n .d g n

:1

J u ly

STATE PROJECT

NUMBER

AK FNSB TANANA(1) F.5

on a 2000 ft work zone.

Quantity is an approximation based [1]

FOOTNOTE:

[1]

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

:5

A u g u s t

H

.1 T e m p T ra ff ic Q u a n ti ti e p n d a n c s e r v e r \P

R O

J E

C T

S \2

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \H

.1 T e m p o r a r y T r a f f ic

C o n tr o l

Q u a n ti ti e s .d g n

C h e c k e d b y

J

G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) H.1

CLOSED

ROAD

AHEAD

END

DETOUR

END

DETOUR

DETOUR

W20-3

M4-8a

W20-3 construction area

Railroad crossing

DETOUR

M4-9R

W16-8P

DETOUR

M4-9L

W16-8P

ROAD

CLOSED

Van Horn Road

L a th r o p S tr e e t

Sheldon Avenue

Frank Avenue

Donald Avenue

Taxiway AvenueT ib r S tr e e t

Tamara Avenue

Sanduri Avenue

Railroad

P e g e r R o a d

Flood Control Levee / Saddle Road

C in c h

S tr e e t

Pomm Road

R11-2

M4-10L

ROAD

CLOSED

R11-2

USE

PEGER

USE

PEGER

Barricade, type 3

Barricade, type 3

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

CLOSED

ROAD

AHEAD

W20-3

W16-8P

DETOUR

M4-8

M6-3

USE

PEGER

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

LathropST

LathropST

LathropST"A" Channel

1500 FT

DETOUR

M4-8

W16-8P

LathropST

DETOUR

M6-3

LOCAL TRAFFIC ONLY

ROAD CLOSED

1/3 MILE AHEAD

M4-10R

DETOUR

R11-3a

CLOSED

ROAD

1000 FT

ROAD

CLOSED

500 FT

W20-3

M4-8

W16-8P

LathropST

DETOUR

1500 FT

DETOUR

M4-8

W16-8P

LathropST

DETOUR

M6-1

M4-8

W16-8P

LathropST

DETOUR

M5-1

W20-2

1500 FT

DETOUR

M4-8

W16-8P

LathropST

DETOUR

M6-3

M4-8

W16-8P

LathropST

DETOUR

M5-1 M4-8

W16-8P

LathropST

DETOUR

P e g e r R o a d

W20-2

Peger Lake

M4-8

W16-8P

LathropST

DETOUR

M6-3

1500 FT

DETOUR

W20-2

USE

PEGER

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

W16-8P

LathropST

W16-8P

LathropST

DETOUR

M4-9R

DETOUR

M4-9L

W16-8P

LathropST

DETOUR

M4-10L

M4-8

W16-8P

LathropST

DETOUR

M4-8

W16-8P

LathropST

DETOUR

W20-2

Barricade, type 3

M4-8a

200'

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

USE

PEGER

*Black text on white background

BORDER:

R = 1.5"

TH = 0.625"

*Black text on white background

BORDER:

R = 1.5"

TH = 0.625"

N

250'250'1000'

200'

1000'250'250'

60"

48"

.8

.8

DETOUR PLAN

RAILROAD CROSSING1

:1 a n u a r y

R a il r o a d C r o s s in g D e to u r p n d a n c s e r v e r \P

R O

J E

C T

S \2

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \H

.3 R a il r o a d C r o s s in g T

T C

P .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) H.3

QUANTITIES (SHEET 2 OF 4)

PERMANENT TRAFFIC CONTROL

TABULATION OF

:4

J u ly

S h e e t

I .2

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \I

.1

P e r m

T r a f f ic

C o n tr o l

Q u a n ti ti e s .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) I.2

Proposed edge of pavement type A, solid double yellow centerline

Apply pavement markings, edge line, 4" width type A, solid white

Apply pavement markings, W10-1

Install sign system

See Sheet I.18 for details

Approach to Railroad Crossing, Apply pavement marking, type A, R1-1 & W4-4bP

Install sign system R1-1 & W4-4aP(R)

Install sign system

R1-1 & W4-4aP(L)

Install sign system

W10-2

Install sign system

W10-2

Install sign system type A, 12" wide stop bar

Apply pavement marking, 84+82.00

Stop centerline marking

Stop edge marking

Stop edge marking type A, 24" wide stop bar

Apply pavement marking, Stop centerline marking

Stop edge marking

Stop edge marking

Start edge marking edge line, 4" width type A, solid white

Apply pavement markings, type A, solid double yellow centerline

Apply pavement markings, Start edge marking

Start centerline marking

Remove R1-2 from sign system

Remove and reset sign system sign system

Remove and reset

Remove and reset sign system type A, 24" wide stop bar

Apply pavement marking, P r iv a te

D ri v e w a y

P r iv a te

D ri v e w a y

S a n d u r r i

A v e n u e

P o m m R o a d

END CONSTRUCTION

86+45.00

SOUTH LATHROP STREET

FNSB TANANA(1)

El = 443.77

E = 673517.967

N = 184690.745 and reflectivity with ARRC.

Prior to reseting sign confirm placement [1]

FOOTNOTE:

[1]

[1]

R R

STOP

STOP

STOP

DOES NOT STOP

TRAFFIC FROM LEFT

DOES NOT STOP

ONCOMING TRAFFIC

DOES NOT STOP

TRAFFIC FROM RIGHT

YIELD

82+00 TO 88+60

CONTROL PLAN AND PLAN

PERMANENT TRAFFIC

:5

J u ly

S h e e t

I .8

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \I

.5

P e r m

T r a f f ic

C o n tr o l

P la n P la n

.d g n C h e c k e d b y

J

G r a y

/2

D e s ig n e d b y

L O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) I.8

CENTERLINE DETAIL

TYPICAL PAVEMENT MARKING APPLICATION

CROSSWALK DETAIL

see detail

Crosswalk, On-street parking line when specified in plans

4" solid white edge yellow centerline

4" solid double

Minor approach

Major approach road

Edge of pavement when specified in plans

12" wide stop line markings when specified

Approach road pavement when specified in plans

4" solid white edge line

4" white parking marking

L a n e

T r a v e l

L a n e

T r a v e l

2'

(see note 3)

15' Approx.

D

16' 20' 24'

6.5'

2'

1.33'

4" solid white

4" solid yellow type A, white

Pavement markings on 2' centers

4" solid white

1.67'

13"14"13"

APPROACH TO RAILROAD CROSSING

RAILROAD DETAIL

PAVEMENT HATCHING

MARKING DETAIL

APPROACH TO RAILROAD CROSSING NOTE:

1. Apply MMA for all markings.

2. All markings solid white unless indicated otherwise.

3. Locate stop bar 15' from railroad track or 8' from gate, if present

4. Posted Limit D

30 MPH 225'

40 350'

50 475'

5. L = Driving lane width

NOTE:

1. Place edge line pavement markings at asphalt/concrete curb interface when curb is present.

2. Typical pavement marking widths are shown. Use wider pavement markings when specified on the plans.

8' yellow centerline

4" solid double

60'

CL

border

4" solid white

NO SCALE

2'

10'

20'

S h o u ld e r

S h o u ld e r

1 1/2"

1 1/2"

4"

4"

50' min.

2'

L/2

L

45°0'0" 3.33'

6'

2'

2'

MARKINGS

PAVEMENT STRIPING AND 9

:2 a n u a r y

S h e e t

I .1

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \I

.1 P a v e m e n t

S tr ip in g a n d M a r k in g s .d g n

C h e c k e d b y

J

G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) I.18

Standard Specifications for Work on Railroad Property Page 1 of 12 (Rev. 1/5/17)

Standard Specifications for Work on Railroad Property

Section 1. Definition of Terms

Section 2. General Requirements

Section 3. Safety Requirements

Section 4. Insurance Requirements

Section 5. Notice

Section 6. Flag Protection and Protection of ARRC Traffic

Section 7. Train Delays

Section 8. Protection of ARRC Communication Lines

Section 9. Road Crossings

Section 10. Power and Communication Lines

Section 11. Underground Utilities

Section 12. Open Trenching

Section 13. Excavations

Section 14. ARRC Inspectors

Section 15. Use of Explosives

Section 16. Snow Removal

Section 17. Clean-up

Section 18. Record Drawings

Section 19. Indemnity

Standard Specifications for Work on Railroad Property Page 2 of 12

SECTION 1. DEFINITION OF TERMS

ARRC Alaska Railroad Corporation, P.O. Box 107500, Anchorage, AK 99510-7500.

ARRC Property all lands owned or withdrawn for the use of the ARRC, including the ARRC's track right-of-way and communications pole line right-of-way.

Chief Engineer the person employed by the ARRC as head of its Engineering Department or Branch, or his/her authorized representative.

Contractor any agent of the Permittee, including Contractors or subcontractors employed to construct, reconstruct, operate and/or maintain the Facility. The term "Contractor" shall be synonymous with the term "Permittee" when the Permittee performs the construction, reconstruction, operation and/or maintenance of the Facility with its own personnel.

Director, Real Estate the person authorized by the ARRC to execute contractual real estate agreements on behalf of the

ARRC.

Facility any improvements owned by the Permittee/Contractor which are to be placed on ARRC property in accordance with written permission executed by ARRC and Permittee.

Telecommunications Supervisor the person employed by the ARRC as head of its Signals and Telecommunications Department or Branch, or his/her authorized representative.

Permittee/Contractor the person, company or governmental agency to whom the right to enter upon ARRC Property was given in the form of written permit, easement or contract executed by the ARRC and Permittee/Contractor.

Track Work all work on the line from the top of subgrade to the top of rail, including geotextile, when required.

Track Materials all hardware, excluding signals and controllers, associated with the running of a railroad.

Standard Specifications for Work on Railroad Property Page 3 of 12

SECTION 2. GENERAL REQUIREMENTS

2.1 All construction, reconstruction, operation, and maintenance on ARRC Property shall be performed in compliance with these Standard Specifications for Work on Railroad Property, including all revisions thereto.

2.2 Failure to comply with these Standard Specifications for Work on Railroad Property shall result in the demand of ARRC to suspend all work on ARRC Property.

2.3 All work on or about ARRC Property shall be performed by experienced personnel in a safe and workmanlike manner in keeping with approved ARRC practices, and as specified herein. ARRC traffic and property shall be protected at all times.

2.4 The safety and continuity of the operation of the traffic of ARRC shall be of first importance and shall be at all times protected and safeguarded. The Permittee/Contractor and its subcontractors shall be required to perform and arrange their work accordingly. Whenever, in the opinion of the Chief Engineer or his or her representatives, the work or its performance may affect or involve the safety of ARRC's facilities and/or operation of its railroad, the method of doing such work shall first be submitted by the Permittee/Contractor to the Chief Engineer for his/her approval, without which it shall not be commenced or executed. The approval of the Chief Engineer, when given, shall not be considered as a release from responsibility or liability for any damage which ARRC may suffer, or for which it may be liable, as a result of the acts or omissions of the Permittee/Contractor, its subcontractors or employees.

2.5 Whenever, in the opinion of the Chief Engineer, the construction may cause a hazard to the safe operation of ARRC, ARRC may, in its discretion, place at the site of the work the required number of qualified employees to protect its operations. The providing of such employees and such other precautions as may be taken shall not relieve the Permittee/Contractor and its subcontractors from liability for the payment of damages caused by their operations. ARRC shall be the sole judge of the necessity for, and as to the number and classification of employees required. The Permittee/Contractor shall reimburse ARRC for the cost and expense incurred in providing such employees.

SECTION 3. SAFETY REQUIREMENTS

3.1 The safety of personnel, property, rail operations, and the public is of paramount importance in the execution of any work on ARRC Property. The Permittee/Contractor shall comply with all Federal, State and local governmental regulations (e.g. OSHA, NESC, etc.) applicable to the construction, installation, or maintenance of any Facility. As reinforcement and in furtherance of overall safety measures to be observed by Permittee/Contractor (and not by way of limitation), the following special safety rules shall be followed while working on ARRC Property. Further railroad safety information may be obtained from the ARRC Safety Office at 907-265-2265. Safety information is also available on the ARRC website at www.alaskarailroad.com.

Standard Specifications for Work on Railroad Property Page 4 of 12

3.2 ARRC flag protection is required before any activity can occur on or near a railroad operating facility such as a track, yard, bridge or shop building. For incidental work, such as surveying or inspection, an ARRC furnished flagman will provide a safety briefing prior to the commencement of the work. For any activity involving a disturbance or potential disturbance to the track, track embankment, or any railroad facility, ARRC may require the Permittee/Contractor to submit a specific Railroad Safety Plan prior to startup. Projects which involve activities which cross the tracks or are longitudinal to the tracks will require a specific Railroad Safety Plan and a one hour ARRC provided training course for Permittee/Contractor’s project supervisors prior to the initiation of work on ARRC Property. Specific information on Railroad Safety Plans may be obtained from the ARRC Safety Office at 907-265-2265.

3.3 The Permittee/Contractor shall arrange for ARRC flag protection when performing any work within 20 feet of any track. All work within 20 feet of the track shall cease when a train passes and all Permittee/Contractor employees shall maintain a distance of at least 20 feet from the track until the train has safely passed. In addition, any work that could come within 20 feet of the track will cease when a train passes. For example, crane or pile driving activities shall stop when trains pass when the maximum boom and suspended load radius can come within 20 feet of the tracks. Pile driving shall not be done when trains are passing the work site. Vehicles and other construction equipment shall not be operated or parked closer than 20 feet from any track without ARRC flag protection.

3.4 In the event Permittee/Contractor will be performing construction or other activities on or in close proximity to a railroad track, the Permittee/Contractor shall be responsible for compliance with applicable Federal Railroad Administration’s Roadway Worker Protection (“RWP”) regulations (49 CFR 214, Subpart C) if its employees qualify as “Roadway Workers”1. Under 49 CFR 214, Subpart C, railroad contractors are responsible for the training of their employees on these regulations. All RWP related Work shall be conducted in strict compliance with the RWP safety standards set forth in 49 CFR 214, Subpart C and the Permittee/Contractor will be required to submit a Railroad Safety Plan to ARRC to demonstrate compliance with said safety standards prior to beginning any RWP related Work.

3.5 In the event Permittee/Contractor will be performing construction or other activities on a railroad bridge, the provisions of 49 CFR 214 regarding bridge worker safety shall apply. All bridge related work shall be conducted in strict compliance with the bridge worker safety standards set forth in 49 CFR 214 and the Permittee/Contractor will be required to submit a Railroad Safety Plan to ARRC to demonstrate compliance with said safety standards prior to beginning any bridge related work.

1 A Roadway Worker is any employee of a railroad, or of a contractor to a railroad, whose duties include inspection, construction, maintenance, or repair of railroad track, bridges, roadway, signal and communication systems, electric traction systems, roadway facilities, or roadway machinery on or near a track or with the potential of fouling a track.

Standard Specifications for Work on Railroad Property Page 5 of 12

SECTION 4. INSURANCE REQUIREMENTS

4.1 The Permittee/Contractor shall procure and maintain at all times while performing work on ARRC Property, and be covered by the types of insurance with the minimum limits as specified in Section 4.4.

4.2 Each policy specified in Section 4.4 shall be: (1) endorsed to include ARRC as an additional insured with respect to the performance of the work; (2) endorsed whereby the insurance company will notify ARRC of any material change, cancellation, non-renewal or expiration of the insurance policy in writing not less than thirty (30) days prior to the effective date; (3) endorsed with a waiver of subrogation rights in favor of ARRC; and (4) endorsed with the Alaska Suit Endorsement.

4.3 Prior to commencement of any work on ARRC Property, the

Permittee/Contractor, shall deliver to ARRC certificate(s) of insurance showing evidence of the insurance required in Section 4.4.

4.4 Alaska Railroad Corporation Minimum Insurance Requirements.

a. Commercial General Liability insurance with limits not less than $5,000,000 per occurrence and $10,000,000 aggregate for Bodily Injury and Property Damage, including coverage for Premises and Operations Liability, Products and Completed Operations Liability, Contractual Liability, and Broad Form Property Damage Liability. Coverage shall not contain any exclusions for Explosion, Collapse, Underground, Rail Operations, or Work on Railroad Property.

b. Automobile Liability insurance on all owned, non-owned, hired and rented vehicles with limits of liability of not less than $1,000,000 Combined Single Limit for Bodily Injury and Property Damage per each accident or loss.

c. Worker's Compensation insurance in accordance with the statutory coverages required by the State of Alaska and, where applicable, insurance in compliance with any other statutory obligations, whether State or Federal, pertaining to the compensation of injured employees assigned to the Work, including but not limited to Voluntary Compensation, Federal Longshoremen and Harbor Workers Act, and the Federal Employers Liability Act.

d. If any part of the work to be performed on ARRC Property is located within fifty feet (50’) of a railroad track, then the Permittee/Contractor shall also obtain Railroad Protective Liability insurance (Alaska Railroad Corporation as named insured) with limits of liability of not less than $5,000,000 Combined Single Limit for Bodily Injury and Property Damage per each accident or loss.

SECTION 5. NOTICE

5.1 A pre-construction meeting shall be held with ARRC's Chief Engineer and representatives of the Permittee/Contractor and subcontractors prior to the commencement of any work on ARRC Property by the Permittee/Contractor or

Standard Specifications for Work on Railroad Property Page 6 of 12 its subcontractors. Permittee/Contractor should coordinate the pre-construction meeting with the Project Manager identified in the Permit issued for the work.

5.2 The Permittee/Contractor shall give written notice to the Chief Engineer not less than ten (10) days in advance of the commencement of any construction, reconstruction or major maintenance activity on ARRC Property, in order that the necessary arrangements may be made for the protection of ARRC's operations.

This notice shall include a description of the proposed work on ARRC Property, schedule of work, and the names of any Permittee/Contractor's subcontractor who may also be working on ARRC Property.

SECTION 6. FLAG PROTECTION AND PROTECTION OF ARRC TRAFFIC

6.1 Whenever ARRC flag protection is required, it will be provided by ARRC at Permittee/Contractor's expense. ARRC flag protection is to ensure the safe movement of trains and other rail traffic and shall be done in strict accordance with the ARRC rules on flagging. All flag protection must be scheduled prior to any work commencing within the ARRC right-of-way.

6.2 ARRC will, during the progress of the work, utilize as many qualified flag people as in the opinion of the ARRC may be required for the adequate protection of ARRC traffic. All expense for providing such flagpersons shall be paid by the Permittee/Contractor to ARRC.

6.3 The Permittee/Contractor shall arrange with ARRC to keep itself informed on the time of arrival of all trains and shall stop any of Permittee/Contractor's operations which might be or cause a hazard to the safe passage of the train past the site of the work from ten (10) minutes before the expected arrival of the train until it has safely passed.

6.