A002.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A002 03/15/2022 HFLCEO220072PR NV FLAP US50(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CONTRACT SPECIALIST NAME

6905001

6982AF22B000005

02/17/2022

0*

*See Item 14

IFB

Remove and replace pages D1 thru D7, E44, and Appendix D with the attached pages D1 thru D10, E44, and Appendix D in its entirety.

PLANS

Remove and replace pages B4 and C1 with the attached corresponding pages.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT

IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

D - 1

"General Decision Number: NV20220010 02/25/2022

Superseded General Decision Number: NV20210010

State: Nevada

Construction Type: Highway HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Counties: Douglas and Lyon Counties in Nevada.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 |into on or after January 30, | generally applies to the |2022, or the contract is | contract.

Amendment A002 03/15/2022

D - 2

|renewed or extended (e.g., an |. The contractor must pay |option is exercised) on or | all covered workers at |after January 30, 2022: | least $15.00 per hour (or | | the applicable wage rate | | listed on this wage | | determination, if it is | | higher) for all hours | | spent performing on the | | contract in 2022.

|If the contract was awarded on|. Executive Order 13658 |or between January 1, 2015 and| generally applies to the |January 29, 2022, and the | contract.

|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least |30, 2022: | $11.25 per hour (or the | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | hours spent performing on | | that contract in 2022.

D - 3

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts.

Modification Number Publication Date 0 01/07/2022

1 02/18/2022 2 02/25/2022

CARP0971-001 07/01/2021

Rates Fringes

CARPENTER (Form Work Only).......$ 33.63 18.33

ELEC0401-001 01/01/2022

Rates Fringes

ELECTRICIAN......................$ 42.50 20.95

ENGI0003-029 07/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR

Backhoe/Excavator/Trackhoe..$ 38.37 24.80 Bobcat/Skid Steer/Skid Loader......................$ 35.46 24.80 Bulldozer...................$ 37.51 24.80

D - 4

Grader/Blade................$ 38.37 24.80 Loader......................$ 38.18 27.79 Paver (Asphalt, Aggregate and Concrete)...............$ 36.92 24.80 Roller......................$ 36.92 24.80

ENGI0012-002 10/01/2016

Rates Fringes

POWER EQUIPMENT OPERATOR

(6) Drill Operator..........$ 44.34 23.65

LABO0169-004 10/01/2021

Rates Fringes

LABORER

(1) Common or General;

Cones/ Barricades/ Barrels-

Setter/Mover/Sweeper........$ 28.55 14.77 (1A) Flagger................$ 25.68 14.77

(3) Asphalt Shoveler, Spreader and Distributor;

Mason Tender-

Cement/Concrete;............$ 28.80 14.77

(4) Asphalt Raker;

Pipelayer...................$ 29.05 14.77 (5A) Highway/Parking Lot Striping....................$ 31.30 14.77

LABO0872-001 07/01/2020

Rates Fringes

LABORER

(2)Jackhammer...............$ 27.96 28.79

SUNV2017-009 10/01/2018

D - 5

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 32.69 19.44

FENCE ERECTOR (Cyclone Chain Fence)...........................$ 25.18 1.61

IRONWORKER, REINFORCING..........$ 39.14 29.33

LABORER: Concrete Saw............$ 47.05 0.00

OPERATOR: Mechanic..............$ 44.75 6.86

TRUCK DRIVER: Dump Truck........$ 33.20 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons

D - 6 resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the

EO

is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or

D - 7

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers.

indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, in the example, is an internal number used in producing the

D - 8 wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

D - 9

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

D - 10

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISIO"

E-44

NV FLAP US50(1)

Round Hill Pines Access

Measurement

625.11 Delete the second sentence and substitute the following:

When measuring turf establishment and supplemental applications by the acre (hectare) or square yard (square meter), measure on the ground surface.

Section 629. — ROLLED EROSION CONTROL PRODUCTS

AND CELLULAR CONFINEMENT SYSTEMS

Construction Requirements

629.05 (a) Slope Installations. Delete the text and substitute the following:

(a) Slope Installations. At the top of the slope, anchor the RECP by using an anchor trench.

(1) Anchor trench. Construct a 6- by 6-inch (150- by 150-millimeter) trench.

Extend the upslope terminal end of the RECP 36 inches (900 millimeters) past the trench. Use staples on 12-inch (300-millimeter) centers to fasten the RECP into the trench. Backfill the trench and compact the soil. Secure the terminal end with a single row of staples on 12-inch (300-millimeter) centers and cover the end with soil. Apply turf establishment to trench.

Securely fasten all RECP to the soil by installing staples according to the manufacturer’s recommendations.

Section 633. — PERMANENT TRAFFIC CONTROL

Material

633.02 Add the following:

Painting 563

Construction Requirements

633.04 Sign Posts. Add the following:

Treat all galvanized material on sign posts with a weathering agent according to Section 563.

633.05 Sign Panels. Add the following:

Treat all galvanized material on the backs of signs with a weathering agent according to Section 563.

Amendment A001 03/08/2022

Paint or powder coat all brown

Amendment A002 03/15/2022

Leslie.Karsten Cross-Out

Leslie.Karsten Cross-Out

Leslie.Karsten Cross-Out

FINAL PERMIT

PROJECT DESCRIPTION: Round Hill Pines Resort Intersection Improvement Project

EIP NUMBER: 03.01.02.0070 PERMITTEE(S): Federal Highway Administration, Central Federal Lands Highway Division

FILE #: EIPC2021 0012 COUNTY/LOCATION: Douglas County/Round Hill Pines

Having made the findings required by Agency ordinances and rules, the TRPA approved the project on October 27, 2021, subject to the Standard Conditions of Approval attached hereto (Attachment Q) and the special conditions found in this permit.

This permit shall expire on October 27, 2024, unless project is diligently pursued every year. Diligent pursuit shall be defined by the condition of approval relating to completion of the project. The expiration date shall not be extended unless the project is determined by TRPA to be the subject of legal action which delayed or rendered impossible the diligent pursuit of the permit.

NO TREE REMOVAL, CONSTRUCTION OR GRADING SHALL COMMENCE UNTIL:

(1) TRPA RECEIVES A COPY OF THIS PERMIT UPON WHICH THE PERMITTEE(S) HAS ACKNOWLEDGED RECEIPT OF

THE PERMIT AND ACCEPTANCE OF THE CONTENTS OF THE PERMIT;

(2) ALL PRE CONSTRUCTION CONDITIONS OF APPROVAL ARE SATISFIED AS EVIDENCED BY TRPA’S

ACKNOWLEDGEMENT OF THIS PERMIT;

(3) A TRPA PRE GRADING INSPECTION HAS BEEN CONDUCTED WITH THE PROPERTY OWNER AND/OR THE

CONTRACTOR.

10/27/2021 TRPA Executive Director/Designee Date

PERMITTEE’S ACCEPTANCE: I have read the permit and the conditions of approval and understand and accept them. I also understand that I am responsible for compliance with all the conditions of the permit and am responsible for my agents’ and employees’ compliance with the permit conditions. I also understand that if the property is sold, I remain liable for the permit conditions until or unless the new owner acknowledges the transfer of the permit and notifies TRPA in writing of such acceptance. I also understand that certain mitigation fees associated with this permit are non refundable once paid to TRPA. I understand that it is my sole responsibility to obtain any and all required approvals from any other state, local or federal agencies that may have jurisdiction over this project whether or not they are listed in this permit.

Signature of Permittee(s)___________________________ Date______________________ sf

02/07/2022

RYAN DANIEL

MATHIS

Digitally signed by RYAN

DANIEL MATHIS

Date: 2022.02.07 08:31:52 -07'00'

EIP NUMBER: 03.01.02.0070

TRPA FILE NO. EIPC2021 0012

Water Quality Mitigation Fee (1) Amount $___________ Paid ________ Receipt No._________

Notes: (1) See Special Condition 3.C, below

Required plans determined to be in conformance with approval: Date: _____________

TRPA ACKNOWLEDGEMENT: The permittee has complied with all pre construction conditions of approval as of this date:

TRPA Executive Director/Designee Date

SPECIAL CONDITIONS

1. This permit specifically authorizes the construction of the Round Hill Pines Resort Intersection Improvement Project. The Project will relocate the existing entrance 0.2 miles north of the existing entrance and will include a left turn lane into the resort and a northbound acceleration lane along US 50. The relocated intersection will tie into a new entrance road and parking lots being constructed by the USDA Forest Service Lake Tahoe Basin Management Unit (LTBMU) in 2021. The project is within the Nevada Department of Transportation right of way and LTBMU property. It is planned for construction in 2022.

2. The Standard Conditions of Approval listed in Attachment Q shall apply to this permit.

3. Prior to permit acknowledgement, the following conditions of approval must be satisfied:

A. Submit one set of final construction plans electronically with the following changes:

I. Remove the roadway obliteration reference on sheet C01.

II. Include the new sign for the Round Hill Pines Resort Entrance.

III. Revise sheet C01 to show restoration/minimization of the existing entrance.

IV. Include the trees that will be removed on the plan sheets V. Include revegetation on the plan sheets.

VI. Show restoration of section of shared use trail that is proposed to be removed.

It should be restored so that it is de compacted and allows water to naturally infiltrate and supports native vegetation.

B. The applicant shall mitigate the 5,314 square feet of coverage in Land Capability District 2 by proposing and implementing a restoration project(s) onsite or offsite. The restoration project shall restore land in Land Capability Districts, 1a, 1b, 1c, or 2 at 1.5 times the area of land covered for the project beyond that permitted by the coefficients in Table 30.4.1.1. The project shall be identified prior to acknowledgement of this permit.

2/11/22

Shannon Friedman

Digitally signed by Shannon Friedman DN: cn=Shannon Friedman, o=Tahoe Regional Planning Agency, ou, email=sfriedman@trpa.gov, c=US Date: 2022.03.14 10:44:13 -07'00'

C. The required water quality offset for the 13,547 square feet of coverage in Land Capability Districts 4 may be mitigated one of two ways, or a combination of both per TRPA Code of Ordinances, Section 60.2.3 (Required offsets). The application may propose a water quality mitigation project or pay a water quality mitigation fee at a rate of $1.86/sq. ft. of coverage, or a combination of the two. The mitigation plan or water quality fees shall be submitted prior to acknowledgement of this permit.

4. Prior to the pre grade inspection, the following conditions of approval shall be satisfied:

A. The permittee shall submit an updated construction schedule to TRPA prior to commencement of construction. This schedule shall identify dates for the following:

When installation of temporary erosion control structures will occur;

When each stage of construction will start;

When construction spoils and debris will be removed;

When installation of all permanent erosion control structures will occur;

When construction will be completed;

The estimated date for when the final inspection by TRPA Environmental Compliance staff will take place to ensure that all conditions of project approval have been satisfied.

B. An EIP project sign shall be approved, fabricated and installed at approved location(s) within the project area. Applicant shall work with the TRPA graphic designer on the design and layout of the sign.

C. NDOT, TRPA, Forest Service Lake Tahoe Basin Management Unit, and Central Federal Lands Highway Division shall meet with Sierra Sunset Lane representatives to discuss their public safety concerns as part of the US 50 Corridor planning study.

5. Complete traffic and safety monitoring to identify any adverse impacts to Sierra Sunset Lane.

One year post project report the findings of the traffic and safety monitoring to the TRPA board.

6. An onsite inspection by TRPA staff is required prior to any construction or grading activity.

TRPA staff shall determine if the onsite improvements required by Attachment Q (Standard Conditions of Approval) have been properly installed. No grading or construction shall commence until TRPA pre grade conditions of approval are met.

7. All new galvanized or reflective metal surfaces including but not limited to guardrails, traffic signal posts, light posts, utility boxes, backs of signs, and exposed culverts shall be treated so they are not shiny or be non galvanized.

8. Any normal construction activities creating noise in excess to the TRPA noise standards shall be considered exempt from said standards provided all such work is conducted between the hours of 8:00 A.M. and 6:30 P.M. Regular construction work outside of these hours may require noise monitoring to ensure the project will not be in violation of TRPA noise standards.

9. The color of rock, articulated block or concrete shall blend in with the native environment and be approved by TRPA prior to placement.

10. All above ground facilities, new or currently existing, such as sign posts, the back of signs, electrical boxes, etc. shall be colored the approved TRPA color, Brown Fed. Standard 595 FS 30059 or another approved color by TRPA.

11. Grading is prohibited any time of the year during periods of precipitation and for the resulting period when the site is covered with snow, or is in a saturated, muddy, or instable conditions (pursuant to Subsection 64.2.C of the TRPA Code of Ordinances).

12. The adequacy of all required temporary BMPs, as shown on the final construction plans, shall be confirmed at the time of the TRPA pre grading or pre construction inspection. Any required modifications, as determined by TRPA, shall be incorporated into the project permit at that time. Adequate BMPs must be installed prior to construction, regardless of the amount or type of BMPs shown on final construction plans.

13. All material obtained from any excavation work that is not contained within foundations, retaining walls, or by other methods approved by TRPA shall be removed from the subject parcel and disposed of at a site approved by TRPA.

14. If artifacts, archaeological soils, or unusual amounts of bone or shell are uncovered during the construction activities, all work in the area will be stopped and a qualified archeologist will be immediately contacted for on site consultation.

15. The roots of trees (adjacent to the pathway) over four inches in diameter shall not be severed, if avoidable, pursuant to Subsection 65.2F of the TRPA Code of Ordinances.

16. No trees shall be removed (other than those shown on the approved site plan) without prior TRPA written approval as per the Landscape and Revegetation Plan. During the project design refinement all opportunities shall be explored to reduce the number of trees to be cut that are greater than 14 inches diameter at breast height (dbh), especially those greater than 24” dbh in east side forest types and 30” dbh in west side forest types.

17. This approval is based on the permittee’s representation that all plans and information contained in the subject application are true and correct. Should any information or representation submitted in connection with the project application be incorrect or untrue, TRPA may rescind this approval, or take other appropriate action.

18. Any modifications to the TRPA approved plans shall be submitted to TRPA for review and approval.

19. The permittee is responsible for ensuring that the project, as built, does not exceed the approved land coverage figures shown on the site plan. The approved land coverage figures shall supersede scaled drawings when discrepancies occur.

20. This site shall be winterized in accordance with the provisions of Attachment Q by October 15th of each construction season. All disturbed areas shall be stabilized with a 3 inch layer of mulch or covered with an erosion control blanket.

21. All permanent BMPs shall be maintained per an approved BMP inspection and maintenance plan.

22. Permitee shall contact TRPA for a final inspection at the conclusion of the project to verify that all conditions of the permit have been met and the project was implemented per the TRPA approved Plans.

23. All rock material (gravel, cobble, and boulders) shall be clean and thoroughly washed prior to arrival at the site to ensure that the rock is free of any silt or clay particles.

24. The discharge of petroleum products, construction waste and litter (including sawdust), or earthen materials to the surface waters of the Lake Tahoe Region is prohibited. All surplus construction waste materials shall be removed from the project site and disposed of at approved points of disposal.

25. All waste resulting from the saw cutting of pavement shall be removed using a vacuum (or other TRPA approved method) during the cutting process or immediately thereafter. Discharge of waste material to surface drainage features is prohibited and constitutes a violation of this permit.

26. To the maximum extent allowable by law, the Permittee agrees to indemnify, defend, and hold harmless TRPA, its Governing Board, its Planning Commission, its agents, and its employees (collectively, TRPA) from and against any and all suits, losses, damages, injuries, liabilities, and claims by any person (a) for any injury (including death) or damage to person or property or (b) to set aside, attack, void, modify, amend, or annul any actions of TRPA. The foregoing indemnity obligation applies, without limitation, to any and all suits, losses, damages, injuries, liabilities, and claims by any person from any cause whatsoever arising out of or in connection with either directly or indirectly, and in whole or in part (1) the processing, conditioning, issuance, or implementation of this permit; (2) any failure to comply with all applicable laws and regulations;

or (3) the design, installation, or operation of any improvements, regardless of whether the actions or omissions are alleged to be caused by TRPA or Permittee.

Included within the Permittee's indemnity obligation set forth herein, the Permittee agrees to pay all fees of TRPA’s attorneys and all other costs and expenses of defenses as they are incurred, including reimbursement of TRPA as necessary for any and all costs and/or fees incurred by TRPA for actions arising directly or indirectly from issuance or implementation of this permit. Permittee shall also pay all costs, including attorneys’ fees, incurred by TRPA to enforce this indemnification agreement. If any judgment is rendered against TRPA in any action subject to this indemnification, the Permittee shall, at its expense, satisfy and discharge the same.

END OF PERMIT

STATE PROJECT SHEET

NUMBER

NV NV FLAP USSO(l) B4 ROUND HILL PINES ACCESS

DRAINAGE SUMMARY

Item Number 15215-3000 20301-1400 20301-2000 20302-2100 20310-1000 NO PAY 25101-2200 60201-0500 60201-0600 60210-0500 60210-0600 60212-0600 60213-0600 60401-0000 60403-0000 60704-0000

0 -w 0 0 I- I- J, I- co I- .-< z I.!) er: w c:i er: er: -z ::> I- z 0.. I z' w w w

0: Will I- w w .-< er'. .-< er'. I I- � t:; ...J 0..

� w z w ::j ::j cr: w cr: w u 0 er: z w 0: ;:a: N 12 ::j 12 ::j � w <( ::> 0.. I.!) ::> ::> z I- er:

- -z LL I- - 0.. w

- w > o..o ocr: z LL>-> - I.fl u u z=> z ::> co u ...J ...J w I.fl I- � w I- O 0.. I.fl WI 0 I-

0 LL - w

� ::s w w O U O U .-< Zu w ::> u

Skew 0 I.fl 0 ti ...J > I.fl � ,...-3;: 0.. 0.. I ...J u ::s Remarks

Side Zw ...J <( ...J - w - w Zz z z Station (deg) <( I.!)

<( ...J w >=> x � l.ll z 9:; u 0: 0: I- 0.. I- 0.. 5- o- <( - I.!) 0.. > <( I.fl au w er: u- u- u z >- <( 0 > w l.llO 0 aJ I I W

O..

W

O.. 0 :a:

z Wz :a:

I.!)- ti ::s � u u 1/lI 1/lI Ill I

>- :a: 0 w w z z O U O U ...J u <( er: <( w :a: er: ::> wU u - - w z w ::> er: er: w ...J

I.!) ::s J, co z� z� <( ...J I.fl 0 er: 0.. .-< .-< w w er: u

0.. aJ

EACH EACH EACH LNFT EACH SQYD CUYD LNFT LNFT EACH EACH EACH EACH EACH EACH EACH

us 50 V2\ 21+53 LT 0 1 1 14 4 r 34 � 1 2 1 Extend culvert Lt.

27+68 LT 1 1 25 1 11 3 75"' 1 1 1 1 Connect existing culvert to manhole

30+42 LT 1 2 1 10 9 3 12

A 1 1

27+00 RT 1 V2\ JO 1 As dir.,rt.>rl hv rn

� 67 � /2\!, As directed by CO.)

TOTALS 4 2 3 35 1 34 9 12 -;r41,' 1 2 2 2 1 2 1

NOTE:

1. Stain all exposed galvanized culverts and end sections according to the SC Rs Subsections 602.02 and 602.03.

SURFACING SUMMARY GRADING SUMMARY

Item Number 30202-2000 40301-0100 40601-0000 41102-0000 41201-0000

For Info Only Pay Item Pay Item

For Info Only ROADWAY ASPHALT CONCRETE 20420-0000 20703-2000 Station to Station Side AGGREGATE, PAVEMENT, TYPE 1 FOG SEAL PRIME COAT TACK COAT Remarks

METHOD 2

TON TON TON SQYD TON

us 50

Roadway EMBANKMENT GEOG RID, Unclassified Station to Station Excavation CONSTRUCTION STABILIZATION Borrow

17+00 - 35+00 1114 2128 6 2080 7

Access Road

.: 100+08 - 107+71 594 458 1 2193 1 CUYD CUYD SQYD CUYD

us 50

Approach - Existing Entrance 17+00 - 35+00 1,028 10,894 3,383

16+34 LT 23 23 0.05 109 0.05

l/l

I Access Road

TOTAL 1731 2610 7 4383 8 � 100+08 - 107+71 448 34,947

IS!il---·--l/l Values used for estimating purposes: TOTALS 1,476 45,841 3,383 44,365 Aggregate base .... 139 lb/ft3 l/l I Asphalt concrete pavement .... 145.2 lb/ft3

0 NOTE: 0 Fog seal .... 0.1 gal/yd2 (240.7 gal/ton) 6 1. Earthwork quantities not adjusted for shrink/swell.

i Tack coat .... 0.1 gal/yd2 (233 gal/ton) i 2. Provide Geogrid Stabilization between stations 24+96, Lt. and 29+02, Lt.

& 3. Embankment quantities are based on prismoidal (surface to surface) volumes.

ASPHALT PAVEMENT MILUNG SUMMARY ':l LEAN CONCRETE SUMMARY { Item Number 41301-0600 Item Number 61401-0000

ASPHALT PAVEMENT

MILLING, 2-INCH Remarks LEAN CONCRETE Remarks i Station to Station DEPTH Station to Station BACKFILL

(j

SQYD CUYD

us 50 us 50

17+00 - 35+00 11493 21+30 - 31+38 310 Around Existing Water Line - See Special 614-A

TOTAL 11493 TOTAL 310

[-£-AMEN���NT 002 ;��s-e� �8-inch pipe cu/ve� ��a�;i;y�J

DRAINAGE,GRADING,AND

SURFACING SUMMARIES

A A A

�pedain-1-A

6 370

16+00

17+00 egin US 50

Sta. 17+00.00

N: 14669345.215

E: 2236531.338

Install Guardraii, Lt.

, '' : r Exis�ing grqund

18+00

L.

Q) c..

"C ltJ Q)

..c L.

Q) r--..

___ ,:-I

6 370

6 3�0

19+00

PI 20+52.39

t::,, = 67° 11'00" (RT) R = 1,200.00" T = 797.03' L = 1,407.09' e =

6: 340

PROJECT

SHEET

NUMBER

FLAP USSO(l)

ILL PINES ACCESS

Cl

0 50'

Scale in Feet

Install Guardrail,: Lt.

•' ••••••• '• • • • • • • � •••••• J ••••••• ' • • • • • • • '• •••••• � •••••• •' • • • • ••• ' ••••••• '• • • • • • • l • • •••• •' •••••••

�i �=nr u ,.Q:

• a -o:

l:Q ,_ c::·:>-t t Ill:

fir nder fill

6 350

6 340

..... "O· (!.) -�-AMENDMENT 002 Revised 18-inch pipe culvert quantity. M :� � �:

It) :°5< c:: , 9-:+ l.lj l.lj Cl:::·

20+00 21+00 22+00

PLAN AND PROFILE

us 50

23+00