Agenda packet — South Lake Tahoe City Council, May 2, 2023 (part 1 of 4)

1 City of South Lake Tahoe
City Council
Meeting Agenda
Tuesday, May 02, 2023 at 9:00 AM
City Hall - Council Chambers - 1901 Lisa Maloff Way, South Lake Tahoe ------------------------------------------------------------------------------------------------------ Councilmember Friedrich will be participating via teleconference from Hyatt House at Anaheim Resort/Convention Center, 1800 S Harbor Blvd., Anaheim, CA 92802, a location accessible to the public.

City Council
Cristi Creegan, Mayor
Cody Bass, Mayor Pro Tem
John Friedrich, Councilmember
Tamara Wallace, Councilmember
Scott Robbins, Councilmember
Mission of the City Council
The City was established to provide essential,
outstanding and cost-effective services that
enhance environmental sustainability, economic
vitality and the quality of life for our residents,
businesses and guests.

Public Participation
City Council meetings are held in person at the time and location listed on this agenda. Meetings are live-streamed on Channel 21, City website at www.cityofslt.us, YouTube at https://www.youtube.com/channel/UC3LYne8Ih-kTPLnnuyJW9SQ/live and via ZOOM at this link https://us06web.zoom.us/j/85152180469
A public agenda packet is available for review at City Hall, 1901 Lisa Maloff Way, on the City’s Website at www.cityofslt.us, or by contacting the City Clerk’s Office, (530) 542-6005 or [email protected] Providing Public Comment:

In Person: Every agenda for regular meetings provides an opportunity for members of the public to directly address the legislative body (City Council), on any item of public interest which is within the jurisdiction of the City Council during Public Communications. For items on the agenda or in connection with any item which the City Council will consider, the public is given the opportunity to comment before or during the City Council's consideration of the item [Government Code Section 54954.3(a)].

By Phone: If you are joining the meeting via ZOOM and would like to make a comment, press the “raise a hand” button.

If you are joining the meeting via Channel 21 or live stream and would like to make a comment, please call (530) 1 2
542-6500. The meeting ID is ID: 851 5218 0469 press *9 to indicate a desire to make a comment. Press *6 to unmute your phone. The Clerk will call you by the last three digits of your phone number when it is your turn to speak.

In Writing: Written comments received by 3 p.m. the day before the meeting will be distributed to City Council prior to the meeting. Written public comment regarding any item on this agenda may be sent to [email protected].

When emailing comments, identify the agenda item number in the subject line to which your comments relate. Any such comment that is a public record and is emailed to [email protected] or otherwise provided to a majority of the City Council before the meeting will be made available for public inspection during normal business hours at the City Clerk's Office located at City Hall, 1901 Lisa Maloff Way, South Lake Tahoe [Government Code Section 54957.5(b)]. Written comments will not be read out loud during the meeting.

The City Council Chambers meeting facility is accessible to people with disabilities. Every reasonable effort will be made to accommodate any person needing special assistance to attend this meeting. Contact the City Clerk at (530) 542-6005 at least 48 hours in advance of the meeting for assistance [28 CFR 35.102.35.104 ADA Title II and Brown Act Government Code Sections 54953.2, 54954.1, 54954.2, and 54957.5].

Spanish Interpretations: The public may access Spanish interpretation using the ZOOM link listed on the front of the Agenda from an internet device (smartphone, laptop, tablet, home computer) with audio capabilities and selecting the Spanish language option. Persons without an internet device may attend the meeting in-person and a device will be provided while supplies last. Requests for interpreter services to offer public comment may be made by contacting the City Clerk.

Call to Order/Pledge of Allegiance
Roll Call
Proclamations

1. Proclamation Recognizing May as "Child Abuse Prevention Month" Requested Action / Suggested Motions: Issue a Proclamation to the El Dorado County Office of Education recognizing May as "Child Abuse Prevention Month".

Responsible Staff Member: Susan Blankenship, City Clerk Item 1 - Executive Summary.pdf
Child Abuse Prevention Month.pdf
City Employee Recognition

2. City Employee Recognitions
Requested Action / Suggested Motions: Three new employees will be introduced to City Council and two employees will be recognized for reaching 10 Years-Service and two employees will be recognized for reaching 15 Year-Service.

Responsible Staff Member: Various
Item 2 - Executive Summary.pdf
01-Staff Report Employee Service 05 02 2023.pdf
Closed Session Report
Public Communications
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This is the public's opportunity to speak on any topic NOT LISTED on this agenda. Comments shall be limited to four (4) minutes. In accordance with the Brown Act, the City Council cannot deliberate or vote on any matter raised under public communications, but may briefly respond to statements made or questions posed. (Government Code Sections 54954.2)
City Commission Reports
Consent Agenda
Public Comment - This is the public's opportunity to speak on any topic listed on the Consent Agenda.

Comments shall be limited to three (3) minutes.

The consent agenda consists of items of a repeating or routine nature considered under a single action.

Any Councilmember may have an item on the consent agenda removed and considered separately upon request.

Pass a Motion to adopt the Consent Agenda in one motion except as indicated at each item.

3. City Council Meeting Minutes
Requested Action / Suggested Motions: Pass a Motion approving the March 14, 2023 and March 28, 2023 City Council meeting minutes.

Responsible Staff Member: Susan Blankenship, City Clerk Item 3 - Executive Summary.pdf
03 28 2023 CC MInutes.pdf
03 14 2023 CC Minutes.pdf

4. Acceptance of Grant of $550,000 from California Tahoe Conservancy for Tahoe Valley Stormwater and Greenbelt Improvement Project
Requested Action / Suggested Motions: Pass a Resolution accepting and appropriating $550,000 in Proposition 1 grant funding from the California Tahoe Conservancy for the Tahoe Valley Stormwater and Greenbelt Improvement Project.

CEQA Determination: The Planning Commission approved a Mitigated Negative Declaration (MND) for the Tahoe Valley Stormwater and Greenbelt Improvement Program on May 9, 2019. Accepting grant funds to construct the project is within the scope of the MND and does not require further environmental review under CEQA Guidelines section 15162.

Responsible Staff Members: Stan Hill, Engineering Manager and Jason Burke, Complete Streets Program Manager
Item 4 - Executive Summary.pdf
01-Staff Report - CTC Grant Funding.docx
02-Project Location Map.pdf
03-Resolution-California Tahoe Conservancy Grant Acceptance.docx 04-Grant Agreement_CTA22012L_CSLT_TV-Greenbelt.pdf
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5. Agreement with LaFleur Excavating, Inc. for Construction of Barton Avenue & 2nd Street Storm Drain Project
Requested Action / Suggested Motions: Pass a Motion authorizing and directing the Mayor to execute an agreement with LaFleur Excavating, Inc. for an amount of $1,993,999 and 10% construction contingency of $199,400 to construct the Barton Avenue & 2nd Street Storm Drain Project improvements.

CEQA Determination: The Barton Avenue & 2nd Street Drainage Project is categorically exempt from review under the California Environmental Quality Act (CEQA) under CEQA Guidelines section 15304 (Minor Alterations to Land).

Responsible Staff Members: Stan Hill, Engineering Manager, City Engineer and Jason Burke, Complete Streets Program Manager
Item 5 - Executive Summary.pdf
01-Staff Report - Barton and 2nd Storm Drain Project.docx 02-Barton and Second - Location Map and Photos.pdf
03-LaFleur Contract.docx
04-Res 2022-006 - Grant Match.pdf

6. 2022 Annual Comprehensive Financial Report
Requested Action / Suggested Motions: Receive and file.

Responsible Staff Member: Olga Tikhomirova, Director of Finance Item 6 - Executive Summary.pdf
01-Staff Report - ACFR.docx
02- ACFR -2022
03-City of South Lake Tahoe 2022 GANN Limit AUP.pdf

7. Ratification of Consent to Assignment of Flight Deck Restaurant Lease Requested Action / Suggested Motions: Pass a Motion authorizing and directing the Mayor to execute the Ratification of Consent to Assignment of Lease consenting to the transfer of a controlling interest in Flight Deck Sports Bar & Grill, LLC from John Ross to Sheila Benson.

Responsible Staff Member: John Dickinson, Airport Manager Item 7 - Executive Summary.pdf
01-Staff Report - Flight Deck Assignment of Lease.docx
02-Ratification to Consent of Assignment.docx
03-C-168-2021 Suite 105 Airport Restaurant Lease Agreement.pdf

8. Police E-Bike Patrol Program
Requested Action / Suggested Motions: Pass a Resolution authorizing the purchase of 4 Police E-Bikes with training for 8 Officers and the transfer of Prop 172 Public Safety Sales Tax Funding in an amount up to $28,398.00 for the Police E-Bike Patrol Program.

Responsible Staff Member: Lt. Scott Crivelli
Item 8 - Executive Summary.pdf
01-Staff Report - Police E-Bike Program.docx
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02-Resolution Police E-Bike Program.docx
03-Police E-Bike Quotes 041223.pdf

9. Grant Application to the Federal Aviation Administration and Caltrans for $550,000 to Update Lake Tahoe Airport Master Plan
Requested Action / Suggested Motions: Pass a Resolution authorizing and directing the Airport Manager to apply for a FY 2023 FAA grant and Caltrans Airport Improvement Program Matching Grant to fund an Airport Master Plan update for the Lake Tahoe Airport in an amount up to $550,000.00.

Responsible Staff Member: John Dickinson, Airport Manager Item 9 - Executive Summary.pdf
01-Staff Report - Airport Master Plan Grants.docx
02-Resolution to Apply For FAA and Grants.docx
Public Hearing

10. Ski Run Business Improvement District to Levy Assessment for Business License Year 2023/2024 Requested Action / Suggested Motions: Pass a Resolution confirming the Ski Run Business Improvement District annual report and levying the assessment for business license year 2023/2024.

Responsible Staff Member: Ben Hannah, Accountant II
Item 10 - Executive Summary.pdf
01-Staff Report Ski Run BID.docx
02-Resolution.docx
03-Ski Run BID 2023-2024 Budget Proposal.pdf
04-Ski Run BID 2023-2024 Budget Proposal Prior Year vs Proposed.pdf 05-Ski Run BID 2023-2024 Budget Proposal Includes Measure S Recreation.pdf 06-Ski Run BID 2023 Report 01.31.2023.pdf
07-2023 Friends of Ski Run Report 02.07.2023.pdf
08-Notice of Intent - Ski Run BID.pdf
Regular-Unfinished Business

11. Citizen Appointment to Arts, Culture and Tourism Commission Requested Action / Suggested Motions: Interview applicant and Pass a Motion appointing: 1 member to serve a two-year term to the Arts, Culture and Tourism Commission as a non-voting representative of the Boys and Girls Club Organization.

Responsible Staff Member: Susan Blankenship, City Clerk Item 11 - Executive Summary.pdf
01-Staff Report - Citizen Appointment to the ACT Commission.docx 02-ACT Xstra-Rich_Redacted.pdf

12. Housing Initiatives Local Funding Source Study – Stakeholder Engagement Update on Potential Transient Occupancy Tax (TOT) Increase and Real Estate Vacancy Tax 5 6
Requested Action / Suggested Motions: Receive presentation and provide direction to staff as to the next steps regarding a potential increase to the Transient Occupancy Tax (TOT) and/or establishment of a Real Estate Vacancy Tax to fund housing initiatives.

Responsible Staff Member: Zach Thomas, Housing Manager and Jessica Wackenhut, Associate Housing Planner
Item 12 - Executive Summary.pdf
01-Staff Report - Community Engagement Housing Funding.docx 02-Stakeholder Presentation - Housing Funding.pdf
03-Community Engagement Notes_Public Comments.pdf
04-Stakeholder Outreach - Documentation.pdf
05-Funding Study Engagement Plan.pdf
06-Housing Income Limits Information.pdf

13. Supplemental Analysis For Inclusionary Housing Requirement and In-Lieu Fee Requested Action / Suggested Motions: Receive presentation and provide direction to staff regarding the establishment of an inclusionary housing requirement and in-lieu fee.

Responsible Staff Member: Zach Thomas, Housing Manager
Item 13 - Executive Summary.pdf
01-Staff_Report_Supplemental__1___1_.docx
02- Table 1 Inclusionary Percentage.pdf
03-01 24 2023 Staff Report
04- Supplemental Nexus Analysis.pdf
05-Local Housing Funding Feasibility Study.pdf
Regular-New Business

14. Amendments to Social Media Policy
Requested Action / Suggested Motions: Pass a Resolution amending the Social Media Policy to allow members of the City Council, Boards, and Commissions to share posts from the City’s social media platforms to their respective social media pages.

Responsible Staff Member: Lindsey Baker, Assistant City Manager, and Heather Stroud, City Attorney
Item 14 -Executive Summary.pdf
01-Staff Report - Social Media Policy Amendment.docx
02-Social Media Policy (red line).pdf
03-Resolution Amending Social Media Policy.docx

15. Bicycle Amenities and Wayfinding Signage Update
Requested Action / Suggested Motions: Receive and File.

CEQA Determination: This proposed project is categorically exempt from review under the California Environmental Quality Act (CEQA) under CEQA Guidelines Section 15301(c) Existing Facilities. The project involves negligible or no expansion of an existing use on existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities. 6 7
Responsible Staff Member: Emily Dougherty, Engineering Technician Item 15 - Executive Summary.pdf
01-Staff Report - Bicycle Amenities and Wayfinding Signs.docx 02-Bicycle Transportation Signage System Plan_2013.pdf

16. Capital Improvement Program/Activities Update 2023
Requested Action / Suggested Motions: Receive and File.

Responsible Staff Member: Anush Nejad, Director of Public Works Item 16 - Executive Summary.pdf
01-Staff Report - CIP Update 2023.docx
02 - CIP Presentation.pptx

17. Painted Crosswalk to Celebrate Pride Month
Requested Action / Suggested Motions: Pass a Motion directing the Public Works Director on whether to re-paint crosswalk to celebrate Pride Month for 2023-24.

CEQA Determination: Painting of a crosswalk area is exempt from review under the California Environmental Quality Act (CEQA) under CEQA Guidelines section 15301 (Existing Facilities) because it is the maintenance or minor alteration of existing public facilities involving negligible or no expansion of existing or former use.

Responsible Staff Member: Anush Nejad, Director of Public Works Item 17 - Executive Summary.pdf
01-Staff Report - Crosswalk Art.docx

18. City Clerk Compensation Increase
Requested Action / Suggested Motions: Pass a Resolution setting City Clerk Compensation at Step 5 ($9,615 per month).

Responsible Staff Member: Ember Buckman, Human Resources Manager Item 18 - Executive Summary.pdf
01-Staff Report - City Clerk Compensation.docx
02-Resolution-City Clerk Compensation.docx

19. Mayor and Mayor Pro Tempore Term Discussion and City Council Protocols Update Requested Action / Suggested Motions: Discuss whether to change the term of Mayor and Mayor Pro Tempore from one year to 9 months and provide direction to staff; and Pass a Motion approving the City Council Protocols as presented.

Responsible Staff Member: Susan Blankenship, City Clerk and Heather Stroud, City Attorney Item 19 - Executive Summary.pdf
01-Staff Report-Protocols.docx
02-City Council Protocols (redline).pdf
03-City Council Protocols.docx
Agenda Planning Calendar
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20. Agenda Planning Calendar
Requested Action / Suggested Motions: A Councilmember may request that an item be placed on a future agenda. Upon the support of one (1) additional Council Member, direction shall be given to the City Manager to calendar the item for a convenient future agenda, but no sooner than the second meeting after the request was made, and/or modify the Agenda Planning Calendar as desired.

Responsible Staff Member: Joseph Irvin, City Manager
Item 20 - Executive Summary.pdf
APC -04 26 2023.pdf
Updates and Announcements (City Attorney, City Clerk, City Manager) Councilmember Reports and Comments - Assignments to Boards, Committees, and Commissions Adjournment
I, Susan Blankenship, City Clerk for the City of South Lake Tahoe, declare that the foregoing agenda for the Tuesday May 2, 2023 meeting of the City of South Lake Tahoe City Council was posted and available for review on Thursday, April 27, 2023 at City Hall, 1901 Lisa Maloff Way, South Lake Tahoe, CA 96150. The agenda was also available on the City website at https://www.cityofslt.us.

Signed April 27, 2023
\\sb\\
Susan Blankenship, Elected City Clerk
8 City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 1
Agenda Item: Proclamation Recognizing May as "Child Abuse Prevention Month" Executive Summary:

Requested Action / Suggested Motions: Issue a Proclamation to the El Dorado County Office of Education recognizing May as "Child Abuse Prevention Month".

Responsible Staff Member: Susan Blankenship, City Clerk Responsible Staff Member:

Reviewed and Approved By:

Attachments:

Child Abuse Prevention Month.pdf
9 I
I
City of South Lake Tahoe
Proclamation
Recognizing May 2023 as
"Child Abuse Prevention Month"
Whereas, in 2022 there were 392 reports ofabuse and/or neglect in the City of South Lake Tahoe made to El Dorado County Child Protective Services, of which 205 were investigated and 42 were found to be substantiated; and
Whereas, those statistics are part of county-wide reports made to El Dorado County Child Protective Services in 2022, where 2,012 reports of abuse and/ or neglect were made, of which 918 were investigated and 163 were found to be substantiated; and
Whereas, the two major risk factors leading to child abuse and neglect, family isolation and stress, have been experienced by our families in ways never imagined in recent ye.ars, from lasting effects of isolation during the pandemic, unprecedented evacuations of homes during massive wildfires, extended winter storms and power outages in our community, and pressure of relentless inflation; and Whereas, over the past 20 months our county has undertaken the development of a Comprehensive Countywide Child Abuse Prevention Plan. Community stakeholders have shared and studied data and trends that affect families and children in El Dorado County; and Whereas, the City of South Lake Tahoe and the South Lake Tahoe Police Department are fully invested in partnering with the El Dorado County Child Abuse Prevention Council to bring awareness to this issue and highlight prevention activities in our community; and
Whereas, child abuse and neglect can put a child's stress system permanently on high alert and prime the brain for future mental health issues and can become a cycle that may be passed down through generations.

Children who grow up exposed to violence may consider it to be acceptable. Children who have experienced abuse are nine times more likely to become involved in criminal activities; and Whereas, protective factors are conditions that reduce or eliminate risk and promote the social, emotional, and developmental well-being of children. Protective factors have been shown to strengthen families and reduce the likelihood that abuse, and neglect will occur; and Whereas, we acknowledge that we must work together as a community to increase awareness about child abuse and promote the social and emotional well-being of children and families in a safe, stable, and nurturing environment. Prevention remains the best defense for children and families; and Whereas, we all have a role to play to stand up, speak out, and create a community where every child in the City of South Lake Tahoe and in all of El Dorado County has the opportunity to reach their full potential.

Now, therefore, the City Council of the City of South Lake Tahoe does hereby proclaim the month of May 2023 as Child Abuse Prevention Month and urge all citizens to come together to build caring connections, supportive environments, and positive experiences for children and families.

Cristi Creegan, Mayor Susan Blankenship, City Clerk
I
10 City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 2
Agenda Item: City Employee Recognitions
Executive Summary: New City employees and long-serving City employees who reach the 5, 10, 15, 20, & 25 year service milestone will be recognized at each monthly meeting.

Requested Action / Suggested Motions: Three new employees will be introduced to City Council and two employees will be recognized for reaching 10 Years-Service and two employees will be recognized for reaching 15 Year-Service.

Responsible Staff Member: Various
Responsible Staff Member: Various Departments
Reviewed and Approved By:

Susan Blankenship, City Clerk
Attachments:
01-Staff Report Employee Service 05 02 2023.pdf
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City of South Lake Tahoe
Report to City Council
Meeting Date: May 2, 2023
Title: City Employee Recognition
Location: Citywide
Responsible Staff Member: Various Department Directors
Background: As part of the City’s Employee Recognition Program, employees who have reached five, ten, fifteen, twenty and twenty-five years of service are recognized for their achievements and contributions to the City.

New Regular City Employees:

Police Department
Jaqueline Villa – Parking Ambassador
Aaron Scheib – Parking Ambassador

Savannah Roberson – Police Officer
Service Awards:

Police Department
Christopher Webber – 15 Years

Maureen Stuhlman – 10 Years’ Service
Public Works
Travis Shindelbower – 15 Years’ Service
Fire Department
Michael Taormina – 10 Years’ Service

Council Agenda Report May 2, 2023 Page 1 of 1
12 City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 3
Agenda Item: City Council Meeting Minutes
Executive Summary: City Council is asked to formally approve the March 14, 2023, and the March 28, 2023 City Council meeting minutes.

Requested Action / Suggested Motions: Pass a Motion approving the March 14, 2023 and March 28, 2023 City Council meeting minutes.

Responsible Staff Member: Susan Blankenship, City Clerk Responsible Staff Member: Susan Blankenship, City Clerk (530) 542-6005 Reviewed and Approved By:

Attachments:
03 28 2023 CC MInutes.pdf
03 14 2023 CC Minutes.pdf
13 03 28 2023 CC Minutes
1 City of South Lake Tahoe
City Council
Meeting Minutes
Tuesday, March 28, 2023 at 5:30 PM
City Hall - Council Chambers - 1901 Lisa Maloff Way, South Lake Tahoe City Council
Cristi Creegan, Mayor
Cody Bass, Mayor Pro Tem
John Friedrich, Councilmember
Tamara Wallace, Councilmember
Scott Robbins, Councilmember
Mission of the City Council
The City was established to provide essential,
outstanding and cost-effective services that
enhance environmental sustainability, economic
vitality and the quality of life for our residents,
businesses and guests.

NOTE: The Meeting Minutes represent actions taken during the meeting of the City Council. Complete Council members discussions on Regular Session meeting items can be viewed in archived video recordings on the City’s website at http://www.cityofslt.us Public submittals on items are retained in the administrative record and can be viewed in the City Clerk’s repository at http://www.cityofslt.us
Proclamation

1. Proclamation Recognizing Local Middle School Student as “Honorary Mayor for a Day” Action: Issued a Proclamation recognizing Emilie Tieslau as "Honorary Mayor for the Day".

Written comment was received from the following people:

1. @caramall.com

2. @gmx.com

3. @mail.com

4. @tutanova
Call to Order/Pledge of Allegiance
At 5:34 p.m. Honorary Mayor for a Day Tieslau called the meeting to order. Tieslau then led the pledge of allegiance to the flag.

Roll Call
Present were Mayor Creegan, Councilmembers Bass, Friedrich, Robbins and Wallace.

Also present were City Manager Irvin, City Attorney Stroud and City Clerk Blankenship.

Closed Session Report – 03 28 2023
Conference with Labor Negotiator – Government Code section 54957.6(a) Action: No reportable action.

Public Communications
Public Comment was heard from the following people:

1. Noel Farmer – Heavenly area parking *written material distributed

2. Anna Wygant – Heavenly area parking

3. Oliver Starr – Heavenly parking on Ski Run Blvd. *written comment also received

4. Ed Mosur – Student government involvement, Heavenly area parking

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03 28 2023 CC Minutes

5. Jenna Langer – Heavenly area parking

6. Nick Speal – Heavenly transportation
Written comment was received from the following people:

7. Gerald O. Barney – cell towers

8. Mabel Bell – cell towers

9. Jim Bohlen – Diana Madson

10. Asa Briggs – cell towers

11. Shirley Briggs – cell towers

12. Margaret Byers – internet access

13. John Carlos – over tourism

14. Edith Chase – cell towers

15. Ernest Coe – cell towers

16. Thoe Colborn – cell towers

17. Ralph Digia – Verizon/cell towers

18. Granville Fortescue – scenic corridor

19. Sydney Griffin – Sugar Pine Village

20. Steven Hart – cell towers

21. Patrick Henry – cell towers

22. Polly Higgins – cell towers

23. Mike Judge – cell towers

24. Peter Lesgaft – cell towers

25. Phillip McGraw – cell towers

26. Peter Norman – over tourism

27. Renuka Ray – cell towers

28. David Sive – cell towers

29. Edgar Wayburn – Danielle Hughes

30. Dennis Weaver – Councilmember Wallace

31. Brent Wisner – Verizon/cell towers
City Commissioner Reports
None.

Consent Agenda
Action: Moved/Seconded: Friedrich/Wallace
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Consent Agenda

2. City Council Meeting Minutes
Action: Passed Motion 2023-030 approving the March 7, 2023 Joint City Council & Planning Commission Ethics Training meeting minutes.

3. Amendment 4 to Professional Services Agreement with Jviation for Hangar Build Request for Proposals and Hangar Lane Repair Request for Bids
Action: Passed Resolution 2023-027 authorizing and directing the Mayor to execute C-038-2023 Amendment 4 with Jviation for Hangar Build Request for Proposals, Hangar Lanes Repair Request for Bids, and Appropriation of funds from cash balance, with a not-to-exceed amount of $155,037.00.

Public Comment was heard from the following people:

1. Seth Dallob

2. Jared Yoshiki, Aircraft Owners and Pilots Association

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03 28 2023 CC Minutes

4. Ordinance Amending South Lake Tahoe City Code Section 6.55.230 (Temporary Activities and Uses) (Second Reading)
Action: Passed Ordinance 2023-1172 amending the South Lake Tahoe City Code Section

6.55.230 for Special Events and Temporary Uses.

Regular-Unfinished Business

5. Citizen Appointments to Commissions and Boards
Action: Moved/Seconded: Wallace /Friedrich
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Motion 2023-031 appointing applicants as follows: Jude Wood to serve a four-year term to the Independent Citizens' Oversight Committee (Measure P), Fernando Manfredi to serve a two-year term to the Airport Land Use Commission and directed the City Clerk to continue soliciting for applications for the remaining vacancy.

6. Discussion of South Lake Tahoe City Code Section 6.10.450 (Temporary Arts and Craft Shows)
Action: Received report from staff. Council provided direction to staff to add Temporary Arts and Craft Shows as amendment into existing Ordinance and bring back for a first reading.

Regular-New Business

7. Ski Run Business Improvement District Annual Report and Budget Note: Councilmember Robbins recused himself from this item due to property interest in the area and left the meeting.

Action: Moved/Seconded: Wallace/Bass
Yes: Bass, Creegan, Friedrich and Wallace
Absent (recused): Robbins
Action: Passed Resolution 2023-026 approving a letter of intent to levy an assessment to the Ski Run Business Improvement District members and setting May 2, 2023 for a public hearing whereby members of the Ski Run Business Improvement District can provide written protests on the content of the Annual Report for the upcoming fiscal year.

Public Comment was heard from the following people:

1. Devin Middlebrook, Friends of Ski Run

8. Police Department Annual Report 2022
Action: Received and Filed.

9. City Development Rights Annual Report
City Attorney Stroud noted a correction to Exhibit 1, STRSA TAU’s from “$5,000” to “market value”.

Action: Moved/Seconded: Wallace/Creegan
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Resolution 2023-028 accepting the development rights appraisal prepared by Johnson Valuation Group Limited and establishing a price point for the calendar year 2023 at onethird of the recommended fair market value outlined in the appraisal with noted correction.

Council directed staff to bring back a policy discussion.

Public Comment was heard from the following person:

1. Chad Haze

2. Nick Speal
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03 28 2023 CC Minutes

10. Appropriation of $3,500,000 for Design/Build Services Fire Station 3 Renovation Action: City Council directed staff to bring back rough numbers to rebuild Fire Station 3 in 4-6 months. At that time, Council may decide to appropriate $3,500,000 from ARPA Funds and General Fund Undesignated Excess Reserves for Design/Build Services for the renovation of Fire Station 3 or direct staff to move forward with rebuilding. Council provided direction to staff to bring back a list of upgrades that could be scheduled immediately to improve living conditions.

Public Comment was heard from the following person:

1. Dianne Reese *provided photos

2. Nick Speal
Written Comment was heard from the following people:

3. Matt Mora

11. Financing Agreement with Banc of America Public Capital Corp for Snow Removal Equipment
Action: Moved/Seconded: Bass/Friedrich
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Resolution 2023-029 authorizing and directing the Mayor to enter into a Master Lease Schedule of Property, Acquisition Fund and Account Control Agreement C-050-2023 and related documents with Banc of America Public Capital Corp in the principal amount not to exceed $2,700,000 for the purchase of Snow Removal Equipment.

Agenda Planning Calendar

12. Agenda Planning Calendar
Action: Received.

Updates and Announcements (City Attorney, City Clerk, City Manager) City Manager:

1. Thank you to Lauren Thomaselli for her service to the City.

2. Recruitment for new Director of Parks and Recreation, Kelly Edwards will be Interim Director.

3. Scheduling South Shore Transit Subcommittee meeting.

4. Parking Agreement with Heavenly
City Clerk:

1. Rabbi Richler Proclamation request for Education and Sharing day April 3 (Council consensus)

2. Keep Tahoe Blue presentation request (Council consensus)

3. Arts, Culture and Tourism Commissioner Tony Lyle resignation

4. Ethics Training and FPPC Form 700 completion reminder

5. City Council meetings live-streamed on YouTube
Councilmember Reports and Comments - Assignments to Boards, Committees, and Commissions Councilmember Friedrich:

1. Washoe Tribe Presentation (Bass second)

2. Tahoe Regional Planning Agency 100unit Student Housing project

3. Thank you for public participation

4. Omar Garcia condolences
Councilmember Wallace:

1. Attended LAFCO meeting

2. Attended Clean Tahoe meeting

3. Attended California Tahoe Conservancy meeting
Councilmember Bass:

1. Waitlist data for housing needs (Wallace second)
Mayor Creegan:

1. Upcoming Emergency Preparedness event

2. Upcoming Supervisor Laine County Advisory Council meeting 17 5
03 28 2023 CC Minutes
Adjournment
At 9:51 p.m. Mayor Creegan adjourned the meeting.
__________________________ _______________
Cristi Creegan, Mayor Date
Attest:
______________________
Susan Blankenship, City Clerk
The presence of electronic signature certifies that the foregoing is a true and correct copy as approved by the South Lake Tahoe City Council.
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City of South Lake Tahoe
City Council
Meeting Minutes
Tuesday, March 14, 2023 at 9:00 AM
City Hall - Council Chambers - 1901 Lisa Maloff Way, South Lake Tahoe Pursuant to Gov. Code 54953(e)(1)(c) this City Council meeting was held via video/teleconference and the public participated via email or telephone.

Roll Call
Present were Mayor Creegan, Councilmembers Friedrich, Robbins and Wallace.

Mayor Pro Tem Bass joined the meeting at 9:06 a.m.

Also present were City Manager Irvin, City Attorney Stroud and City Clerk Blankenship.

Urgency Item
Suggested Motion: Pass a Motion adding an urgency item to the agenda, making findings to hold an all virtual meeting.

Action: Moved/Seconded: Wallace/Friedrich
Yes: Creegan, Friedrich, Robbins and Wallace

Absent: Bass
Action: Passed Motion 2023-015
Note: Mayor Pro Tem Bass joined the meeting.
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Virtual Meeting Findings
Suggested Motion: Pass a Motion making findings under Gov. Code 54953 E1C that having an in-person meeting would present imminent risk to health and safety of attendees due to the continuing storm effects causing an emergency situation and approving an all virtual meeting.

Action: Moved/Seconded: Friedrich/Bass
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Motion 2023-016
Amendments to the Agenda to postpone items:

Suggested Motion: Pass a Motion to postpone Items 1, 22, 28 and 29 to a later date.

Action: Moved/Seconded: Wallace/Friedrich
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Motion 2023-017
City Employee Recognition

1. City Employee Recognitions
Action: This item was postponed.

City Commission and Student Advisory Reports
None.

Note: Milo King, Student Advisory, will present April 4.

Public Communications
Public Comment was heard from the following people:

1. Ed Mosur – potholes, Raley’s closure, Lake Link
Written Comment was received from the following people:

2. @tutanota.com -Mayor for the Day

3. Shirley Briggs – cell towers

4. David Jinkens – interest disclosures for officials

5. A.E. Neuman – government corruption

6. FU - comment redacted for content
Consent Agenda:

City Clerk Blankenship noted a correction to Item 18: project additional amount should read “$323,000.72”
Note: Councilmember Friedrich recused himself from Items 18 and 19 due to property interest in the area.

Councilmember Robbins recused himself from Item 13 due to property interest in the area.

Councilmember Bass recused himself from Item 7 due to financial interest in the Cannabis industry.

Mayor Creegan recused herself from Items 15, 18 and 19 due to property interest in the area.

Action: Moved/Seconded: Wallace/Bass
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Consent Agenda with noted recusals and correction to Item 18.

2. City Council Meeting Minutes
Action: Passed Motion 2023-018 approving the January 31, 2023 City Council Strategic Planning Retreat minutes and the February 14, 2023 Regular City Council meeting minutes. 20 3
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3. City Boards, Commissions and Committees Resolution
Action: Passed Resolution 2023-013 outlining the structure, duties, qualifications and responsibilities of City Boards, Commissions and Committees that incorporates the Independent Citizens' Oversight Committee (replaces Resolution 2018-111), adds an additional non-voting representative selected from the Boys and Girls Club Organization to the Arts, Culture, and Tourism Commission, and makes other minor corrections as needed.

Public Comment was heard from the following person:

1. Ed Mosur

4. Fiscal Year 2022-23 Quarterly Financial Status Report - Quarter Ending December 2022 Action: Received and filed.

5. Investment Portfolio Report - December 31, 2022
Action: Received and filed.

6. Annual Report and Ordinance Renewal for Military Equipment Use (AB 481) Action: Passed Resolution 2023-015 accepting receipt of the “AB 481 2022 Annual Report” and approving renewal of Ordinance 2022-1163, “Adoption of ‘Military Equipment’ Use Policy” Including Updated Equipment List.

Public Comment was heard from the following person:

1. Ed Mosur

7. 2023 Cannabis Revenue Policy, Grant Program Process, and Guidelines Action: Passed Resolution 2023-016 adopting the 2023 Cannabis Revenue Policy, Grant Program Process and Guidelines.

Public Comment was heard from the following person:

1. Ed Mosur

8. City of South Lake Tahoe General Plan Annual Report and Surplus Land Inventory for 2022 Action: 1) Passed Resolution 2023-017 accepting the 2022 General Plan Annual Progress Report; and 2) Passed Resolution 2023-018 declaring surplus land inventory.

9. Application to Tahoe Regional Planning Agency for Lake Tahoe Restoration Act Grant Funding up to $725,000 for Tahoe Valley Stormwater & Greenbelt Improvement Project, Phase 2
Action: Passed Resolution 2023-019 authorizing and directing the Director of Public Works to file an application for a TRPA administrated Lake Tahoe Restoration Act grant for watershed improvements and acceptance of the award of up to $725,000 with a 20% local match contribution of $145,000 for the Tahoe Valley Stormwater & Greenbelt Improvement Project, Phase 2.

10. Acceptance of Grant for Officer Wellness and Mental Health from California Board of State and Community Corrections for $28,000
Action: Passed Resolution 2023-020 authorizing acceptance of an Officer Wellness and Mental Health Grant from the California Board of State and Community Corrections and appropriate grant amount of $28,000.
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11. Parking Ambassador Allocation Increase
Action: Passed Resolution 2023-021 authorizing amendment to FY 2022-2023 List of Allocated Permanent Positions adding two Parking Ambassadors and approving corresponding adjustments to FY 2022-2023 budget.

Public Comment was heard from the following person:

1. Ed Mosur

12. Acceptance of $35,000 Grant from California Department of Fish and Wildlife's Office of Spill Prevention and Response
Action: Passed Resolution 2023-022 allowing the Fire Department to receive grant funds from California Department of Fish and Wildlife for up to $35,000 for the purchase of oil spill response equipment and to secure required training.

13. Amendment 1 to Agreement with Wildscape Engineering, Inc. for Additional Services for the Bijou Creek Watershed Restoration Project
Action: Passed Motion 2023-019 authorizing and directing the Mayor to execute C-028-2023 Amendment 1 to Professional Service Agreement with Wildscape Engineering, Inc. for additional services related to Bijou Creek Watershed Restoration Project in an amount not to exceed $22,414, for a total not-to-exceed contract amount of $483,320.69.

14. Memorandum of Understanding between the City of South Lake Tahoe and Barton Healthcare System for 340B Drug Discount Program
Action: Passed Motion-2023-020 authorizing and directing the Mayor to execute Memorandum of Understanding C-029-2023 with Barton Healthcare System for 340B Drug Discount Program.

15. Application to California State Lands Commission to Extend Lease for El Dorado Boat Launch
Action: Passed Motion 2023-021 authorizing staff to submit an application to the California State Lands Commission to extend Lease 5222 for continued use of the El Dorado Boat Launch.

16. Amendment 5 to Airport Master Professional Services Agreement with Environmental Sciences Associates for Preparation of a Section 163 Analysis and Spill Prevention, Control and Countermeasures Plan
Action: Passed Motion 2023-022 authorizing and directing the Mayor to execute C-005-2023 Amendment 5 with Environmental Sciences Associates for preparation of a Section 163 Analysis and Spill Prevention, Control and Countermeasures Plan for the Airport, for an amount of $16,927.

17. Amendment 3 to Professional Services Agreement with Jviation for Pavement Maintenance Management Plan (PMMP) Grant 47 and Grant Acceptance
Action: Passed Resolution 2023-023 authorizing the Airport Manager to accept FAA Grant 47 in the amount of up to $150,000 and appropriating funding for the project, which includes Federal Aviation Administration, City, and State matching funds, and authorizing and directing the Mayor to execute C-009-2023 Amendment 3 with Jviation for Pavement Maintenance Management Plan, with a not-to-exceed amount of $140,558.

18. Amendment 2 to Agreement for Construction Management Services with SierraCon/CORE for the Multigenerational Recreation and Aquatics Center Project Action: Passed Motion 2023-023 authorizing and directing the Mayor Pro Tem to execute C-030-2023 Amendment 2 to the Professional Services Agreement with SierraCon/CORE for additional services for preconstruction and rebidding of Phase 2 for the Multigenerational Recreation and Aquatics Center Project at an additional amount of $323,000.72 and a total not-toexceed amount of $1,444,545. 22 5
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19. Amendment 6 to Agreement for Architectural and Engineering Services with Jordan Knighton Architecture Engineering for the Multigenerational Recreation and Aquatics Center
Action: Passed Motion 2023-024 authorizing and directing the Mayor Pro Tem to execute C-031-2023 Amendment 6 to the Professional Services Agreement with Jordan Knighton Architecture Engineering for an additional $144,550 and total not-to-exceed amount of $4,951,383 for added scope of services for the Multigenerational Recreation and Aquatics Center.

20. Agreement with Lake Tahoe Community College for No-Cost Loan of City-Owned Tahoe Regional Planning Agency Development Rights for Student Housing Action: Passed Motion 2023-025 authorizing and directing the Mayor to execute Agreement C-032-2023 with Lake Tahoe Community College to loan at no cost 21 multi-family residential units of use for a 33 unit/100 bed student housing project.

Public Hearing

21. 2022-2023 Master Fee Schedule
Action: City Council provided feedback to the City Manager and staff on the 2022-2023 Master Fee Schedule related to Qualified Vacation Home Rental fees.

Regular-Unfinished Business

22. Citizen Appointments to Commissions and Boards
Action: This item was postponed.

23. Ordinance Amending South Lake Tahoe City Code Section 6.55.230 (Temporary Activities and Uses) (First Reading)
Action: Moved/Seconded: Bass/Wallace
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Motion 2023-026 to hold a first reading (by title only) of an Ordinance amending the South Lake Tahoe City Code Section 6.55.230 (Temporary Activities and Uses) to modify permit criteria for special events and refer second reading and adoption to the March 28, 2023 meeting.

24. 2023-2028 Strategic Plan Adoption
Action: Moved/Seconded: Friedrich/Bass
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Motion 2023-027 adopting the 2023-2028 Strategic Plan.

Regular-New Business

25. Ratification of Proclamation of Local Emergency Due to Severe Winter Storms Action: Moved/Seconded: Bass/Friedrich
Yes: Bass, Creegan, Friedrich and Wallace
No: Robbins
Action: Passed Resolution 2023-014 ratifying a Proclamation of Local Emergency Due to Severe Winter Storms.
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26. Fiscal Year 2022-2023 Mid-Year Budget Review, Amendments to the Allocated Permanent Position Listing, and Five-Year Financial Plan Update.

Note: Staff provide a PowerPoint presentation.

Action: Moved/Seconded: Friedrich/Bass
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: Passed Resolution 2023-024 approving FY 2022-2023 Mid-Year Budget Adjustments and Amendments to the Allocated Permanent Position Listing for Changes Made during Mid-Year.

Public Comment was heard from the following person:

1. Ed Mosur

27. Purchase of Various Snow Removal Equipment and Update to Snow and Ice Removal Plan Action: Moved/Seconded: Bass/Wallace
Yes: Bass, Creegan, Friedrich, Robbins and Wallace
Action: (1) Passed Resolution 2023-025 authorizing purchase of 1) one (1) Trackless Snow Blower for Parks Maintenance from Shafer Equipment Company, Inc. through Houston Galveston Area Council (HGAC) Cooperative Agreement for $167,680.54; 2) four (4) John Deer Graders from Pape Machinery through Sourcewell Cooperative Agreement for $2,168,360.76 and, 3) two (2) Zaugg Rolba 3000 Snow Blowers for a total of $1,200,212 from Hardline Equipment based on Emergency Purchase Sole-source Justification for Specialized Equipment, per City SLTCC §

3.45.070, and approving related Fiscal Year 2022-2023 budget amendments; and (2) Received report from Staff regarding Update to Snow Operational Plan. Councilmember Friedrich requested an item be brought back to Council regarding snow removal from City sidewalks. (Wallace second)
Public Comment was heard from the following person:

1. Ed Mosur

28. Supplemental Residential Inclusionary Analysis
Action: This item was postponed.

29. City Development Rights Annual Report
Action: This item was postponed.

30. Ratification of Amendment 1 to Concessionaire Agreement with On Course Events for Live at Lakeview Summer Concert Series
Note: Mayor Creegan recused herself from this item due to property interest in the area and left the meeting.

Action: Moved/Seconded: Friedrich/Wallace
Yes: Bass, Friedrich, Robbins and Wallace
Absent (recused): Creegan
The following person addressed the Council:

1. Rob Guistina, On Course Events
Action: Passed Motion 2023-028 authorizing and directing the Mayor Pro Tem to execute the Ratification of C-033-2023 Amendment 1 to the Agreement with On Course Events to extend the Agreement for 2 years and for $5000 of additional funding annually for 2023 and 2024 to produce Live at Lakeview Summer Concert Series.
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31. City Council South Shore Transit Subcommittee
Action: Moved/Seconded: Friedrich/Wallace
Yes: Bass, Creegan, Friedrich, Robbins, and Wallace
Action: Passed Motion 2023-029 to establish an ad hoc South Shore Transit Subcommittee and appoint Councilmember Bass and Councilmember Wallace to serve on this subcommittee for a two-year term. This subcommittee will meet with representatives from the South Shore Transportation Management Association, El Dorado County Board of Supervisors and Heavenly/Vail, to build on the Comprehensive Transit Analysis of Current Mobility Services in the South Shore presented by Via Mobility, LLC at the October 4, 2022 meeting.

Public Comment was heard from the following person:

1. Ed Mosur
Agenda Planning Calendar

32. Agenda Planning Calendar
Action: Received.

Updates and Announcements (City Attorney, City Clerk, City Manager) City Manager

1. Stay safe

2. Emergency Operations Center

3. Discussions with CalTrans regarding Hwy 50
Fire Chief Drennan

1. Update on critical structural issues in the City
Councilmember Reports and Comments - Assignments to Boards, Committees, and Commissions Councilmember Robbins:

1. Snow removal cost reimbursement (Friedrich second)
Councilmember Friedrich:

1. Thank you to emergency responders

2. Thank you to Mayor Pro Tem Bass for attending Tahoe Regional Planning Agency Board meeting Councilmember Bass:

1. Attended Tahoe Regional Planning Agency Board meeting

2. Attended Lake Tahoe Visitors Authority meeting

3. Highway 50 concrete discussion (Robbins second)
Mayor Creegan:

1. Upcoming Clean Tahoe meeting

2. Thank you to everyone for their support
Adjournment
At 12:59 p.m. Mayor Creegan adjourned the meeting.
__________________________ _______________
Cristi Creegan, Mayor Date
Attest:
___________________
Susan Blankenship, City Clerk
The presence of electronic signature certifies that the foregoing is a true and correct copy as approved by the South Lake Tahoe City Council.
25 City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 4
Agenda Item: Acceptance of Grant of $550,000 from California Tahoe Conservancy for Tahoe Valley Stormwater and Greenbelt Improvement Project
Executive Summary: On September 30, 2021, Public Works submitted a grant application to the California Tahoe Conservancy (Conservancy) for Proposition 1 grant funding for the Tahoe Valley Stormwater and Greenbelt Improvement Project. The Conservancy Board awarded $550,000 to the City at their March 2022 meeting. Public Works and the Conservancy delayed the execution of the grant agreement for the past year in the interest of assuring maximum flexibility of the funding. The grant does not require a local match.

Requested Action / Suggested Motions: Pass a Resolution accepting and appropriating $550,000 in Proposition 1 grant funding from the California Tahoe Conservancy for the Tahoe Valley Stormwater and Greenbelt Improvement Project.

Responsible Staff Members: Stan Hill, Engineering Manager and Jason Burke, Complete Streets Program Manager
Responsible Staff Member: Stan Hill, Engineering Manager Jason Burke, Complete Streets Program Manager
Reviewed and Approved By:

Anush Nejad, Director of Public Works
Susan Blankenship, City Clerk
Olga Tikhomirova, Director of Finance
Heather Stroud, City Attorney
Attachments:
01-Staff Report - CTC Grant Funding.docx
02-Project Location Map.pdf
03-Resolution-California Tahoe Conservancy Grant Acceptance.docx 04-Grant Agreement_CTA22012L_CSLT_TV-Greenbelt.pdf
26 Council Agenda Report- May 2, 2023 Page 1 of 3
City of South Lake Tahoe
Report to City Council
Meeting Date: May 2, 2023
Title: California Tahoe Conservancy Grant Funding Acceptance Location: Tahoe Valley drainage watershed, inclusive to the “Greenbelt” area located behind The Crossing (AKA “factory stores”) at the South Y and the drainage watershed extending between west F Street down to Tahoe Keys Blvd (see Attachment 02 - Project Location Map) Responsible Staff Members: Stan Hill, Engineering Manager/City Engineer (530) 542-6039 Jason Burke, Complete Streets Manager (530) 542-6038
Background: Based on the results of community participation, visioning, and planning enabled under the Regional Plan Town-Center goals, City Council adopted the Tahoe Valley Area Plan on June 2, 2015, which includes the Tahoe Valley Greenbelt and Stormwater Improvement Project (Tahoe Valley) as a vital community and environmental improvement project. Based on feedback from the public received during the Area Plan process, and subsequent design meetings and public survey for the Greenbelt area, the project has been developed to provide the following benefits requested by the community and stakeholders:
 Improved connectivity for bicyclists and pedestrians between neighborhoods and Town Center amenities, including bridges over flooded portions of the trails.  Safety lighting that is dark sky compatible improves active transportation safety.  Area-wide stormwater treatment compliance to facilitate commercial and attainable housing development on Area Plan Town-Center parcels.
 Public gathering space for public art and educational signage to provide enhanced amenities for increased residential development in and around the Town-Center.  New community park improvements and features to serve residents and visitors.  New bicycle and pedestrian path connections to the Y area and public gathering space to facilitate private investment on adjacent commercial and residential properties.  Expanded floodplain and Stream Environment Zone (SEZ) riparian habitat to provide for increased climate resiliency.
 Natural treatment, permeable pavements, and source control to reduce sediment and nutrients carried in urban stormwater runoff, as required by the Lake Tahoe Total Maximum Daily Load (TMDL) and associated Municipal Stormwater Permit.

Due to the size and diversity of the overall project, the City has split the project into two phases to secure funding from a variety of eligible and applicable funding sources. 27 Council Agenda Report- May 2, 2023 Page 2 of 3

1. Phase 1 consists of stormwater and water quality improvement work within the Bonanza neighborhood and downstream of James Avenue at 3rd Street to Tahoe Keys Blvd.

2. Phase 2 consists of the Central Greenbelt Area (behind the Crossings) spanning between Emerald Bay Road at B Street down to Highway 50 at 4th Street.

Issue and Discussion: Public Works submitted a competitive Proposition 1 grant application to the California Tahoe Conservancy (Conservancy) on September 30, 2021. At their March 2022 Board meeting, the Conservancy Board awarded the City a $550,000 implementation grant to assist with funding the construction of the Tahoe Valley project. Execution of the grant agreement was purposefully delayed preserving possible funding options. The City and the Conservancy staff have agreed to move forward with grant execution to allow the City to accept the construction grant funding and appropriate the funding to the Tahoe Valley project.

Financial Implications: The addition of $550,000 to the Tahoe Valley project takes the City one more step closer to securing enough funding to construct Phase 1 and Phase 2. Following the $550,000 Conservancy grant award, Phase 2 of the Project will remain $3.9 million underfunded.

Public Works continues to search for funding and will be submitting grant applications over the next few months to close the funding shortfall. The $550,000 Conservancy grant does not require a local match contribution.

Overall project funding for the entire project is estimated to be $15.1 million. Phase 1 is fully funded, bid, awarded, and under construction. Phase 2 is partially funded with a $3.9 million shortfall. Public Works staff is working on potential grant funding sources to close the Phase 2 funding gap.

6.9 0.7

0.5 1.7 1.00

15.1 0 2 4 6 8 10 12 14 16

TAHOE VALLEY PROJECT FUNDING (PENDING & ACQUIRED)

TAHOE VALLEY - OVERALL PROJECT FUNDING NEED
Funding in Millions of Dollars
Funding Status
Tahoe Valley Stormwater & Greenbelt Funding Table
SWRCB TRPA-LTRA Conservancy, Prop. 1 City Contribution TRPA Mitigation Funds Overall Funding Required 28 Council Agenda Report- May 2, 2023 Page 3 of 3
The City’s local match contribution consists of approved General Fund (Undesignated Reserve and Grant Match Set Aside) and the Annual Roadway Rehabilitation Program, which will fund pavement reconstruction following the installation of subsurface stormwater collection and conveyance improvements within the public streets.

Environmental Considerations: The Planning Commission approved a Mitigated Negative Declaration (MND) for the Greenbelt and Stormwater Improvement Project on May 9, 2019, SCH# 20190292152. Accepting grant funds to construct the Project is within the scope of the MND and does not require further environmental review under CEQA Guidelines section 15162. The Project TRPA and Lahontan permitting is completed and ready for construction of the Project improvements.

Policy Implications: Completing project improvements will assist with meeting the sediment and nutrient reductions mandated by the Lake Tahoe Total Maximum Daily Load (TMDL) program.

Fulfilling mandated TMDL reduction goals will assist with maximizing residential housing allocations under TRPA Code section 50.5.2.E.2 (Distribution and Administration of Residential Allocations – TMDL Implementation). The Project advances the City Council Strategic Priorities and Goals, specifically:
 Action Item 1.4 (Transportation) to prioritize implementation of mixed-use recreational trails and Class 1 bike trails and closing gaps in the bicycle trail system.  Action Item 2.3 (Connectivity) to facilitate implementation of trail infrastructure prioritizing the connection of bicycle and walking trails from neighborhoods near the Greenbelt to the South Y commercial area and beyond.
 Action Item 5.3 (Infrastructure and Maintenance) by actively seeking funding to develop sustainable infrastructure projects based on the prioritized capital improvement project list.

The project will also provide greenhouse gas reduction benefits, providing progress on Action #WB-1 of the 2020 Climate Action Plan: Improve bicycle and pedestrian networks. 29 South Y
Tahoe Valley Storm Water
Improvement Project Area Map
Department of
Public Works -
Engineering Division
Document Path: \\sltpublicworks\public works\GIS files\Projects\Engineering\TahoeValleyGreenbelt\TahoeValleyGreenbeltProjectMap.mxd 12/16/2019 ±
0 500 1,000
Feet
Tahoe Valley Greenbelt Location
Tahoe Valley SWIP Project Boundary
City Boundary
30 31
Resolution 2023-XXX May 2, 2023 Page 1 of 2
Resolution 2023-XXX
Adopted by the City of South Lake Tahoe
City Council
May 2, 2023
Accept and Appropriate Proposition 1 Grant Funding from the California Tahoe Conservancy

BACKGROUND
A. The Tahoe Valley Stormwater and Greenbelt Improvement Project (EIP # 01.01.01.0033) is included on the priority list for watershed and water quality improvement projects within the Lake Tahoe basin.

B. On November 2, 2021, City Council adopted Resolution 2021-089 ratifying Public Works submittal of a Proposition 1 grant applications for the Tahoe Valley Stormwater and Greenbelt and Improvement Project (Project).

C. Resolution 2021-089 authorized and designated the Director of Public Works, or designee to sign for, on behalf of the City of South Lake Tahoe (City), the grant application for the Project.

D. Public Works submitted a Proposition 1 grant application to the California Tahoe Conservancy (Conservancy) on September 30, 2021.

E. Resolution 2021-089 confirms the City’s commitment to the Tahoe Valley Stormwater and Greenbelt Improvements Project and the City’s commitment to operate and maintain Project improvements throughout the useful life of the Project.

F. At their March 2022 Conservancy Board meeting, a $550,000 Proposition 1 implementation grant was awarded to the City for the Tahoe Valley Stormwater and Greenbelt Improvement Project (Tahoe Valley) to fund construction of watershed improvements leading to water quality enhancement and improvements to riparian habitat.

G. The City of South Lake Tahoe desires to acquire implementation grant funding and is committed to completing construction of Phase 1 and Phase 2 of the Tahoe Valley Stormwater and Greenbelt Improvement Project.

BASED ON THE FACTS SET FORTH IN THE BACKGROUND, BE IT RESOLVED, that the City Council of the City of South Lake Tahoe:

1. Accepts $550,000 in Proposition 1 implementation grant funding from the California Tahoe Conservancy for construction of the Tahoe Valley Greenbelt and Stormwater Improvement Project.

2. Appropriates the accepted Proposition 1 grant funding to the following Tahoe Valley account.

3. Authorizes the Director of Public Works, or designee to sign for, on behalf of the City, the grant agreement.

4. Hereby Modifies the Annual Operating and Capital Improvement Project (CIP) Budget for Fiscal Year 2022-2023 as follows:
32 Resolution 2023-XXX May 2, 2023 Page 2 of 2

REVENUE
301-40030 Revenue (33212) - California Tahoe Conservancy (+) $550,000

EXPENSE
301-40030 Expense (48030) – Tahoe Valley Stormwater & Greenbelt Project - Construction (+) $550,000 Adopted by the City of South Lake Tahoe City Council on May 2, 2023, by the following vote:

Yes:

No:

Absent:

Abstain:
__________________ Date:_____________
Cristi Creegan, Mayor
Attest:
________________________
Susan Blankenship, City Clerk
The presence of electronic signature certifies that the foregoing is a true and correct copy as approved by the South Lake Tahoe City Council.
33 2. The term of this Agreement is:
34 35

GRANT AGREEMENT
1 CTA22012L
Tahoe Valley Stormwater and Greenbelt Improvement Project City of South Lake Tahoe
THIS AGREEMENT (Agreement) is entered into between the California Tahoe Conservancy (Conservancy) and the City of South Lake Tahoe (Grantee) effective upon the date this Agreement has been fully executed by both parties (Effective Date).

1. Scope of Agreement
The Conservancy, pursuant to resolution 22-03-05.2, dated March 17, 2022, and Section 66907.7 of the Government Code, grants to the Grantee, a sum not to exceed Five Hundred Fifty Thousand Dollars ($550,000), subject to the terms and conditions set forth below.

These funds shall be used for the Scope of Work described in Exhibit A, as part of the Tahoe Valley Stormwater and Greenbelt Improvement Project (Project).

The Grantee hereby agrees to complete the Scope of Work in accordance with:
a. The terms and conditions of this Agreement;
b. The Scope of Work and Grant Schedule as forth in Exhibit A; c. The Budget Detail as set forth in Exhibit B; and
d. The Final Project Plans and Specifications (Final Plans) approved by the Executive Director of the Conservancy (the Executive Director) or designee pursuant to the paragraph entitled “Project Plans and Specifications” below.

The Grantee shall at all times exercise responsibility over the Scope of Work.

2. Incorporation of Documents by Reference
The following exhibits and other documents are incorporated by reference into this Agreement and made a part hereof:
• Exhibit A, Scope of Work and Schedule;
• Exhibit B, Budget Detail and Payment Provisions;
• Exhibit C, Grantee's List of Assurances;
• Exhibit D, Request for Disbursement Form;
• Exhibit E, List of Eligible and Ineligible Costs;
• Exhibit F, Reporting and Data Requirements;
• Exhibit G, Mandatory Insurance Provisions;
• Exhibit H, Proposition 1 Sign Guidelines;
• Exhibit I, Proposition 1 Grant Application;
• Exhibit J, License Agreement; and
• Final Project Plans and Specifications (Final Plans) upon approval by the Executive Director.
36 GRANT AGREEMENT
2 CTA22012L
Tahoe Valley Stormwater and Greenbelt Improvement Project City of South Lake Tahoe
In the event of any inconsistency between or among the main body of this Agreement and the above documents, the inconsistency shall be resolved, except as otherwise provided herein, by giving precedence in the following order: (1) the body of this Agreement; (2) the Scope of Work; (3) the Final Plans (4) the Budget Detail and Grant Schedule; (5) the List of Assurances; (6) the Grant Application; (7) the License Agreement; (8) the Eligible and Ineligible Costs; (9) the Mandatory Insurance Provisions; (10) the Proposition 1 Sign Guidelines; (11) the Reporting and Data Requirements; and (12) the Request for Disbursement Form.

The area in which the Project will be carried out includes a number of Conservancyowned properties, as described in the License Agreement attached as Exhibit J, and including any and all future amendments to the License Agreement attached as Exhibit J. All tasks described in the Exhibit A, the Scope of Work on the Conservancy-owned properties listed in the License Agreement will be carried out according to the terms of such License Agreement.

3. Scope of Work
The Scope of Work, Exhibit A, describes the tasks and deliverables funded by this grant.

The Scope of Work may be modified upon the Grantee's submission of a modified Scope of Work and the Executive Director's (or his or her designee’s) written approval.

The Grantee shall complete the Scope of Work by the completion dates provided in the Grant Schedule in Exhibit A. Upon completion of the Scope of Work, the Grantee shall supply the Conservancy with evidence of completion by submitting: (1) the work products specified in Exhibit A; (2) the Final Report; and (3) a fully executed final “Request for Disbursement” form, Exhibit D. Within thirty (30) days of the Grantee's compliance with this Section, the Conservancy shall determine whether the Scope of Work has been satisfactorily completed. If the Conservancy determines that the Scope of Work has been satisfactorily completed, the Conservancy shall approve the final “Request for Disbursement” form and issue to the Grantee a Letter of Acceptance of the Scope of Work. The Scope of Work shall be deemed complete as of the date of the Letter of Acceptance.

If the Grantee is not able to meet the Grant Schedule and requires additional time, a written request must be submitted to the Grant Coordinator no less than ninety (90) days prior to the End Date of the Agreement. Approval of a time extension is at the sole discretion of the Conservancy.

4. Other Contractors
37 GRANT AGREEMENT
3 CTA22012L
Tahoe Valley Stormwater and Greenbelt Improvement Project City of South Lake Tahoe
Nothing in this Agreement shall create any contractual relationship between any third party contractor and the Conservancy. All Grantee agreements with consultants or contractors shall be reviewed by the Grant Coordinator prior to execution.

5. California Conservation Corps
The City will utilize California Conservation Corps (CCC) crews where possible consistent with the approved Final Plans.

6. Publicity and Acknowledgment
The Grantee agrees that it will acknowledge the Conservancy's support whenever work funded in whole or in part by this Agreement is publicized in any news media, brochures, articles, seminars, or other type of promotional material.

7. Project Plans and Specifications
The Grantee agrees to consult with the Conservancy and other appropriate agencies with respect to the design of the Project and to submit Final Plans for review and approval by the Executive Director or designee. Approval by the Executive Director or designee shall be by way of a written determination that Final Plans are consistent with this Agreement, and shall be a precondition of all of the following actions by the Grantee: (i) advertising for construction bids, (ii) entering into agreements with the CCC, and (iii) undertaking construction where no contractors are to be hired.

The Final Plans submittal to the Conservancy shall include:
• Final Hydro/Hydraulic Memorandum and Design Report;
• Pollutant Load Reduction Modeling;
• Final Permits;
• 100% Construction Plans and Specifications (which have been stamped by a licensed engineer, or approved by the Public Works Director, Chief Engineer or Project Engineer);
• Engineer’s Estimate;
• Bid Documents;
• The wording and location of all signs to be erected pursuant to the paragraph “signage,” below and pursuant to Exhibit H, Proposition 1 Sign Guidelines; and • Any other item not listed above which are contained in the final bid package.

8. Progress Reports and Final Report
Grantee shall submit progress reports and a Final Report consistent with Exhibit F to the Grant Coordinator. Progress reports shall be submitted at least semi-annually (April and October). The Final Report shall be submitted on or before the completion date listed in 38 GRANT AGREEMENT
4 CTA22012L
Tahoe Valley Stormwater and Greenbelt Improvement Project City of South Lake Tahoe
the Grant Schedule as described in Exhibit A. A request for final payment shall be submitted in conjunction with, but not as a portion of, the Final Report.

9. Copies of Data, Plans and Specifications, Reports
The Grantee shall provide the Conservancy with copies of all data, design plans, specifications, photographs, negatives, audio and video productions, films, recordings, reports, findings, and recommendations of every description or any part thereof, prepared under this Agreement in accordance with the Reporting and Data Requirements, Exhibit F.

All material, data, information, and written, graphic, or other work produced or developed, and formally or informally produced or delivered for or to the Conservancy under this Agreement is subject to the unqualified and unconditional right of the State of California to use, reproduce, publish, display, and make derivative use of all such work, or any part of it, for or on behalf of the State or to carry out State objectives, free of charge and to authorize others to do so. Upon issuance of a trademark, service mark, or patent claiming such work, the Conservancy shall be granted a perpetual, royalty-free, nonexclusive, and irrevocable license to use, reproduce, and publish the work or any part of it, and use the work or any part of it in the creation of derivative works for or on behalf of the State, or to carry out State objectives, and to grant to any third party a comparable and coextensive sublicense. If any such work is subject to copyright, Grantee will not assert its rights under copyright against the Conservancy, or against any third party, through the Conservancy, to use, reproduce, publish, create derivative works, display, or perform the work or any part of it for or on behalf of the State or to carry out State objectives.

Grantee shall submit all electronic data collected and created under this Agreement to the Conservancy. A condition of final payment under this Agreement includes delivery of all related data in the format requested. The Conservancy reserves the right to conduct technical review of interim or final grant deliverables prior to making reimbursement or final payments.

10.Expenditure of Funds and Allocation of Funding Among Budget Items Except as otherwise provided herein, the Grantee shall expend funds in the manner described in Exhibit B, Budget Detail and Payment Provisions.

11.Costs and Disbursements
The Grantee shall request disbursement by filing with the Conservancy a fully executed "Request for Disbursement" form (Exhibit D) which contains:
• The invoice number;
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• Grantee's name and address;
• The number of the Agreement (i.e., CTA22012L);
• The date of the submittal;
• The amount of the invoice;
• Contact person and phone number;
• The expenditures broken down by task;
• The itemized documentation of all work done for which disbursement is requested, including complete timesheets and receipts; and • The signature of an official authorized by the Grantee to sign such invoices certifying that the invoiced work has been completed.

Additionally, each form shall be accompanied by:
• Any supporting invoices or other source documents from contractors hired by the Grantee to complete any portion of the Scope of Work funded under this Agreement; and
• Documentation of the completion of the portion of the Scope of Work for which disbursement of grant funds is requested.

All requests for dispursement shall be consistent with Exhibit E, the List of Eligible and Ineligible Costs. Any invoice that is submitted without the required itemization and documentation will not be authorized for payment. If the payment request package is incomplete, inadequate, or inaccurate, the Conservancy will dispute the invoice for reasonable cause and hold all or a portion of the payment request until all required information is received or corrected. Any penalties imposed on the Grantee by a contractor, or other consequence because of delays in payment or other breach of the Agreement between the Grantee and the contractor, are the responsibility of the Grantee and are not reimbursable under this Agreement.

The Conservancy will use best efforts to forward each completed and approved invoice to the State Department of General Services or to the Office of the State Controller, as the case may be, within thirty (30) working days of receipt by the Conservancy.

Upon determination by the Conservancy that all conditions precedent to disbursement have been fully met, the Conservancy shall disburse to the Grantee, in accordance with the approved Grant Budget described in Exhibit B, a total amount not to exceed the amount of this grant, as follows:

Disbursements of grant funds shall be made incrementally as separate components of the Scope of Work are satisfactorily completed and shall be on the basis of costs incurred. The final ten percent (10%) of the total grant amount shall be withheld to ensure satisfactory completion of the Scope of Work. Upon substantial completion of the Scope of Work, the amount withheld may be reduced by the Conservancy to not less than five percent (5%).
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The final payment shall be disbursed upon (1) Grantee's satisfactory completion of the Scope of Work, submittal of a Final Report, Operations and Maintenance Plan, and a fully executed final Request for Disbursement substantially in the form of Exhibit D; and (2) final approval of the completed Scope of Work by the Grant Coordinator.

The final invoice must be submitted on or before April 15, 2026

12.Term of Agreement; Termination
This Agreement shall take effect on the Effective Date. The term of the Agreement shall run from the Effective Date through the point of completion of construction of all Project improvements and terminate upon November 30, 2046 (End Date) or the end of the useful life of the improvements (typically 20 years), whichever is sooner, unless otherwise terminated or amended as provided herein.

All work shall be completed by the completion date(s) shown in the Grant Schedule in Exhibit A, Scope of Work and Schedule. The Grantee agrees to submit all work products identified in Exhibit A by the date set forth in the Grant Schedule for each task by the stated completion date. For good cause shown, a completion, as well as any other dates set forth in the Grant Schedule, may be extended by the Executive Director upon written request by the Grantee. Such extension shall be at the sole discretion of the Conservancy.

Prior to completion of the grant, for any discrete component of the Scope of Work, either party may indicate its intent to terminate its obligations under this Agreement with respect to that component, for any reason, by providing the other party with sixty (60) days’ notice in writing.

In the event of termination by the Conservancy, the Grantee agrees to take all reasonable measures to prevent further costs to the Conservancy under this Agreement, and the Conservancy shall be responsible for any reasonable and noncancellable (binding) obligations incurred by the Grantee in the performance of this Agreement until the date of actual termination, but in any case not to exceed the undisbursed balance of funding authorized in this Agreement.

If, other than for reasons beyond Grantee's control, Grantee fails to complete the work in accordance with this Agreement, or fails to fulfill another material term or obligation of this Agreement, Grantee shall repay to the Conservancy all amounts disbursed by the Conservancy hereunder. The Conservancy may, in its discretion, waive such repayment, in whole or in part, on the basis of Grantee's written statement of reasons. If the Executive Director (or designee) does not approve such waiver, the matter shall be referred to the Conservancy's governing board for its decision. 41 GRANT AGREEMENT
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Following notice of intent to terminate, the Conservancy and the Grantee shall enter into a written termination agreement establishing the effective date for termination of the Scope of Work, the basis for settlement of any outstanding obligations, and the amount and the date of payment of any sums due to either party.

This Section shall not be deemed to limit any legal or equitable remedies which either party may have for breach of this Agreement.

13.Signage
The Grantee shall erect and maintain signs in accordance with the Final Plans. Signs must identify the Project and the respective roles of the Conservancy and the Grantee, and acknowledge the funding assistance from the Conservancy. Projects funded by "The Water Quality, Supply, and Infrastructure Improvement Act of 2014 (Proposition 1)" must comply with the sign guidelines set forth in Exhibit H, Proposition 1 Sign Guidelines.

14.Conditions Precedent to Construction and/or Disbursement In addition to any other conditions contained herein, no construction of the Project or other work on site shall be undertaken until written evidence has been provided to the Conservancy:
a. that each contractor has furnished a performance bond in favor of the Grantee, in the following amounts: for faithful performance, one hundred percent (100%) of the contract value; and for labor and materials, one hundred percent (100%) of the contract value;
b. that all permits and approvals necessary to begin construction under applicable local, State, and Federal laws and regulations have been obtained; c. that Grantee has complied with the requirements set forth in the paragraph entitled "Insurance", below; and
d. that the Grantee has obtained ownership or sufficient control of the Project site to ensure implementation and maintenance of the Project.

15.Operation and Maintenance
Grantee must develop an Operations and Maintenance (O&M) Plan, as described in the Scope of Work, and submit to the Grant Coordinator for review and approval. The O&M Plan shall remain in effect through the End Date of this Agreement. Grantee agrees to operate and maintain the Project in a manner consistent with the O&M Plan and submit annual O&M reports starting after Project construction through the End Date of this Agreement.

The Grantee agrees to assume all operation and maintenance costs of the Project. The Conservancy and the State shall not be liable for any cost of such operation and 42 GRANT AGREEMENT
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maintenance. Nothing in this Agreement shall prevent the Grantee from receiving additional grants for such purposes to the full extent of the law. Grantee may only be excused from its obligations for operation and maintenance of the Project site during the term of this Agreement upon written approval by the Executive Director for good cause shown. “Good cause” includes, but is not limited to, natural disasters which destroy the Project improvements and render the Project obsolete or impracticable to rebuild. The Executive Director’s decision to excuse Grantee for good cause shall not be unreasonable denied.

16.Liability
The Grantee shall be responsible for, indemnify, and save harmless the Conservancy, its Director(s), agent(s), and employee(s) from any and all liabilities, claims, demands, damages, or costs resulting from, growing out of, or in any way connected with or incident to this Agreement, except for active negligence of the Conservancy, its Director(s), agent(s), or employee(s). The duty of the Grantee to indemnify and save harmless includes the duty to defend as set forth in Civil Code Section 2778.

The parties expressly acknowledge that this Agreement is an agreement for the subvention of public funds from the Conservancy to the Grantee, and is not an "agreement" as that term is defined in Government Code Section 895 or a "construction contract" under Civil Code Sections 2782 or 2783. Accordingly, it is acknowledged Grantee does not, in matters arising under this Agreement, have any right to contribution and indemnity from the Conservancy and/or the State of California arising under Government Code Sections 895.2 and 895.6.

Grantee waives any and all rights to any type of express or implied indemnity or right of contribution from the State, its Director(s), agent(s) or employee(s), for any liability resulting from, growing out of, or in any way connected with or incident to this Agreement, except such liability as results from the Conservancy's active negligence or the intentional wrongdoing of Conservancy, its member(s), Director(s), agent(s), or employee(s), and, in the case of joint negligence, is in direct proportion to the Conservancy's share of fault.

The Conservancy assumes no responsibility for assuring the safety of the Project improvements and the Project site. The Conservancy’s rights under this Agreement to review, inspect, or approve the Final Plans and Project improvements and/or its election to exercise or not to exercise those rights, shall not give rise to any warranty or representation that the Final Plans, Project improvements, or the Project site are free of defects and hazards.

17.Nondiscrimination
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During the performance of this Agreement, the Grantee and its contractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, medical condition, marital status, age or sex. The Grantee and its contractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. The Grantee and its contractors shall comply with the provisions of the Fair Employment and Housing Act (Government Code Section 12900 et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Division 4.1). The applicable regulations of the Fair Employment and Housing Council, implementing Government Code Section 12990 et seq., set forth in Subchapter 5, Chapter 5 of Division 4.1 of Title 2 of the California Code of Regulations are incorporated into this contract by reference and made a part hereof as if set forth in full.

The Grantee and its contractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement. This nondiscrimination clause shall be included in all contracts entered into by the Grantee for the performance of work within the scope of this Agreement.

18.Travel
Travel related expenses may not exceed the State travel reimbursement rate. For details, see the Department of Human Resources (CalHR) Travel Reimbursements website at http://www.calhr.ca.gov/employees/Pages/travel-reimbursements.aspx.

Due to budget constraints and in the spirit of fiscal responsibility, all in-person meetings shall be located within a 100-mile radius of Lake Tahoe, California, unless approved in advance by the Conservancy. Any travel required by the Conservancy staff in relation to the production of work outside of the 100-mile radius shall be paid for by the Grantee unless specifically authorized. These travel costs shall include airfare, rental car, and overnight accommodations, if necessary.

19.Audits/Accounting/Records
The Grantee shall establish an official file for the grant. The file shall contain adequate documentation of all actions that have been taken with respect to the grant Scope of Work.

The Grantee shall establish separate accounting records for receipt, deposit, and disbursement of all grant funds. All funds received by the Grantee shall be deposited into separate fund accounts that identify the funds and clearly show the manner of their disposition. The Grantee agrees that adequate supporting documentation shall be maintained in such detail so as to provide an audit trail which will permit tracing transactions from support documentation to the accounting records to the financial reports and billings. The Grantee shall promptly report to the Conservancy the application for or the receipt of any new funds from other funding sources. 44 GRANT AGREEMENT
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The Grantee shall maintain books, records, documents, and other evidence sufficient to reflect properly the amount, receipt, and disposition of all grant funds. The maintenance requirements extend to books of original entry, source documents supporting accounting transactions, the general ledger, subsidiary ledgers, personnel and payroll records, canceled checks, and related documents and records. Source documents include copies of all awards, applications, and required financial and narrative reports.

Personnel and payroll records shall include the time and attendance reports for all individuals reimbursed under the award, whether they are employed full-time or parttime. Time and effort reports are also required for consultants and contractors.

Adequate supporting documentation shall be maintained in such detail so as to provide an audit trail which will permit tracing transactions from the invoices to the financial statement, to the accounting records, and to the supporting documentation.

All Grantee records relevant to the Scope of Work must be preserved a minimum of three (3) years after the final payment of the contract or the final audit, whichever is later, and shall be subject at all reasonable times to inspection, examination, monitoring, copying, excerpting, transcribing, and audit by the State of California.

The State of California and the Conservancy reserve the right to call for a program audit or a financial audit at any time between the execution of this Agreement through the End Date defined above. At any time, the Conservancy may disallow all or part of the cost of the activity or action determined to be not in compliance with the terms and conditions of this Agreement.

20.Independent Status of Grantee and Conservancy
The Grantee, its agent(s), and employee(s), and the Conservancy, its agent(s), and employee(s), in the performance of this Agreement, shall act in an independent capacity and not as Directors or employees or agents of the respective parties.

21.Assignability
Without the written consent of the Conservancy or its successors, the Grantee's interest in, and responsibilities under this Agreement shall not be assignable by the Grantee either in whole or in part.

22.Time of the Essence
Time is of the essence as to the date upon which Grantee has agreed to complete the Scope of Work. With respect to all other dates set forth herein, Grantee shall use best efforts to accomplish the tasks on the specified date.

23.Amendment
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Except as otherwise provided herein, no alteration or variation of the terms of this Agreement shall be valid unless made in writing and signed by the parties hereto, and no oral understanding or agreement to be incorporated herein shall be binding on any of the parties hereto.

Should an amendment become necessary, a written request must be submitted to the Grant Coordinator no later than ninety (90) days prior to the term of this Agreement. The approval of an amendment is at the sole discretion of the Conservancy and may require additional authorization from the Conservancy’s governing board.

24.Grant Coordinator(s)
Scott Cecchi, (or such other person(s) as the Executive Director may designate from time to time), is designated the Conservancy's Grant Coordinator for this grant. The Grantee’s officer with responsibility for administering this Agreement is Stan Hill, Project Lead, or their designee.

25.Conservancy Approvals
All actions and approvals, required to be taken by the Conservancy under this Agreement, may be taken by the Executive Director or a designee.

26.Grantee Approvals
All actions and approvals, required to be taken by the Grantee under this Agreement, may be taken by the Grantee’s Project Lead, Stan Hill, or their designee.

27.Sections and Headings
The headings and captions of the various sections of this Agreement have been inserted only for the purpose of convenience and are not a part of this Agreement and shall not be deemed in any manner to modify, explain, or restrict any of the provisions of this Agreement.

28.Severability
The provisions of this Agreement are intended to be severable, separate, and distinct from each other. If any provision hereof is determined to be invalid or for any reason becomes unenforceable, no other shall be thereby affected or impaired.

29.Entire Agreement
This Agreement, and the attached exhibits, constitutes the entire contract between the 46 GRANT AGREEMENT
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parties hereto, relating to the Scope of Work and may not be modified except by an instrument in writing signed by all parties to the Agreement.

30.Russian Sanctions
On March 4, 2022, Governor Gavin Newsom issued Executive Order N-6-22 (the EO) regarding Economic Sanctions against Russia and Russian entities and individuals. “Economic Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as any sanctions imposed under state law. The EO directs state agencies to terminate contracts with, and to refrain from entering any new contracts with, individuals or entities that are determined to be a target of Economic Sanctions. Accordingly, should the Conservancy determine Grantee is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for termination of this agreement. The Conservancy shall provide Grantee advance written notice of such termination, allowing Grantee at least 30 calendar days to provide a written response. Termination shall be at the sole discretion of the Conservancy.
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EXHIBIT A
Scope of Work and Schedule
Project: Tahoe Valley Stormwater and Greenbelt Improvement This Scope of Work is for activities to be carried out by the City of South Lake Tahoe (City) for the Tahoe Valley Stormwater and Greenbelt Improvement Project (Project), as fully described in the City’s Final Initial Study/Mitigated Negative Declaration/Initial Environmental Checklist, dated May 9, 2019 (IS/MND) and any and all addenda to the IS/MND. The Project includes multi-benefit stormwater quality, stream environment zone (SEZ), bicycle and pedestrian, and recreational improvements. Stormwater improvements and SEZ enhancements include improving existing drainage-ways and stormwater systems and using natural SEZ treatment where possible. Pedestrian and bicycle improvements include improving connectivity of the Project Area to the regional network with pedestrian pathways and a Class I shared-use trail.

Recreational improvements include open space, view corridors, and passive seating areas, along with opportunities to enhance natural play areas and engage public art.

As stated above, the Project is described in the City’s IS/MND, and therefore all tasks described below must comply with the IS/MND and any/ all CEQA addenda to the IS/MND.

The Project covers the following three distinct areas within the City (Project Area):
• The West Project area (west of U.S. Highway 50, between B Street to F Street):
improvements are primarily storm water basins and infrastructure to convey water in a way that reduces the amount of pollutants in runoff.
• The Central Greenbelt (open space east of The Crossing at Tahoe Valley retail center, from B Street to Lake Tahoe Boulevard): improvements include storm water basins, all-weather crossing of seasonally flooded areas, a public gathering space, passive recreation, and signage.
• The North Project area (north of Lake Tahoe Boulevard to Tahoe Keys Boulevard.):
improvements include storm water basins, expansion of SEZ and floodplain.

The Project Area includes a number of Conservancy-owned properties, as described in the License Agreement attached as Exhibit J, and including any and all future amendments to the License Agreement attached as Exhibit J. All tasks described below on the Conservancyowned properties listed in the License Agreement will be carried out according to the terms of such License Agreement.

Work Tasks:

Task 1 – Project Construction
The City’s implementation contractor will construct the Project consistent with the Final Plans. The City will use this grant funding to construct multi-benefit SEZ, bicycle and pedestrian, and recreational improvements consistent with the 2019 City-authored IS/MND, 48 2
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and the 2023 Conservancy-authored addendum. Stormwater improvements and SEZ enhancements include improving existing drainage-ways and stormwater systems and using natural SEZ treatment where possible. Pedestrian and bicycle improvements include improving connectivity of the Project Area to the regional network with pedestrian pathways and a Class I shared-use trail. Recreational improvements include open space, view corridors, and seating areas.

The Operations and Maintenance (O&M) Plan must include annual reporting related to inspections and ongoing maintenance activities. The plan should address the frequency of inspection, maintenance of Best Management Practices, and other day-to-day operations throughout the term of the agreement.

Task 1 Deliverables:

1. Progress Reports;

2. Project Construction;

3. Tailgate meeting minutes;

4. Picture of Proposition 1 Project sign;

5. As Built Plans and Project photos;

6. Operations and Maintenance Plan; and

7. Final Report.

Grant Schedule
The schedule below indicates anticipated completion dates for grant deliverables. The Grant Coordinator must be notified of any delay in completion of the deliverables 45 days prior to the date of the Grant Schedule.

Deliverables Schedule Completion Dates
Progress Reports (until final report is submitted) April and October Project Construction December 30,
2025
Tailgate meeting minutes
Within two weeks
following each
meeting
Picture of Proposition 1 Project sign April 15, 2026
As Built Plans and Project photos April 15, 2026
Operations and Maintenance Plan April 15, 2026
Final Report and Plan April 15, 2026
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EXHIBIT B
BUDGET DETAIL and PAYMENT PROVISIONS
Project: Tahoe Valley Stormwater and Greenbelt Improvement Project Grant Grant Budget
The budget has been authorized for a maximum of Five Hundred and Fifty Thousand Dollars ($550,000).

Task Milestones/Deliverables Budget
1 Project Construction $550,000
Total $550,000

1. Expenditure of Funds and Allocation of Funding Among Budget Items Except as otherwise provided herein, the Grantee shall expend funds in the manner described in the Grant Budget above. If necessary, the Grantee shall submit a written request to revise the dollar amount of an item which may be increased by up to ten percent (10%) in the Grant Budget through a reallocation of funds from another item(s). The Grantee shall notify the Conservancy in writing at the time of requesting any such reallocation, and shall identify both the item(s) being increased and those being decreased. For any increase of more than ten percent (10%), the Grantee must include a reasonable justification for the reallocation of funds, and shall not proceed without written approval of the change by the Conservancy.

2. Invoicing and Payment
A. For services satisfactorily rendered, and upon receipt and approval of the invoices, the State agrees to compensate the Grantee for actual expenditures incurred in accordance with the rates specified herein, which is attached hereto and made a part of this Agreement.

B. The Grantee shall request disbursement in accordance with Exhibit B, by filing with the Conservancy a fully executed "Request for Disbursement" form which contains:
- The invoice number;
- Grantee's name and address;
- The number of the Agreement (i.e., CTA22012L);
- The date of the submittal;
- The amount of the invoice;
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- Contact person and phone number;
- The expenditures broken down by task as shown in Exhibit B; - The itemized documentation of all work done for which disbursement is requested, including complete timesheets and receipts; and
- The signature of an official authorized by the Grantee to sign such invoices certifying that the invoiced work has been completed.

Additionally, each form shall be accompanied by:
- Any supporting invoices or other source documents from contractors hired by the Grantee to complete any portion of the Scope of Work funded under this Agreement; and
- Documentation of the completion of the portion of the Scope of Work for which disbursement of grant funds is requested.

C. Invoices shall be submitted not more frequently than monthly, but no less than quarterly, in arrears to [email protected].

D. Final invoice must be clearly marked as “FINAL”. Final invoice must be submitted no later than April 15, 2026.

E. Invoices must be received within 14 days of the date on the invoice. Invoices received more than 14 days from invoice date may be rejected and a new invoice required.

F. Invoices submitted without proper documentation or other deficiency will be disputed within 10 days of receipt of the invoice. Payment will be withheld until the deficiency is cured.

3. Costs and Disbursements
Upon determination by the Conservancy that all conditions precedent to disbursement have been fully met, the Conservancy shall disburse to the Grantee, in accordance with the approved Grant Budget, a total amount not to exceed the amount of this grant, as follows:

The remaining amounts withheld shall be disbursed upon (1) Grantee's satisfactory completion of the Scope of Work and submittal of a Final Report and a fully executed final Request for Disbursement substantially in the form of Exhibit D; and (2) final approval of the completed Scope of Work by the Conservancy's designated representative(s).

Any Request for Payment that is submitted without the required itemization and documentation will not be authorized for payment. If the payment request package is incomplete, inadequate, or inaccurate, the Conservancy will dispute the invoice for 51 3
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reasonable cause and hold all or a portion of the payment request until all required information is received or corrected. Any penalties imposed on the Grantee by a contractor, or other consequence because of delays in payment or other breach of the Agreement between the Grantee and the contractor, are the responsibility of the Grantee and are not reimbursable under this Agreement.

Conservancy will make best efforts to forward each completed and approved Request for Disbursement form to the State Department of General Services or to the Office of the State Controller, as the case may be, within thirty (30) working days of receipt by the Conservancy.

4. Budget Contingency Clause
A. It is mutually agreed that if the Budget Act of the current year and/or any subsequent years covered under this Agreement does not appropriate sufficient funds for the program, this Agreement shall be of no further force and effect. In this event, the State shall have no liability to pay any funds whatsoever to Grantee or to furnish any other considerations under this Agreement and Grantee shall not be obligated to perform any provisions of this Agreement.

B. If funding for any fiscal year is reduced or deleted by the Budget Act for purposes of this program, the State shall have the option to either cancel this Agreement with no liability occurring to the State, or offer an agreement amendment to Grantee to reflect the reduced amount.

C. In the event of termination, the parties agree to take all reasonable measures to prevent further costs under this Agreement, and the Conservancy shall be responsible for any reasonable and non-cancellable (binding) obligations incurred by the City of South Lake Tahoe in the performance of this Agreement until notice of termination.

4. Prompt Payment Clause
Payment will be made in accordance with, and within the time specified in, Government Code Chapter 4.5, commencing with Section 927.
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EXHIBIT C
List of Assurances
By entering into the foregoing Agreement, the Grantee assures and certifies that it will comply with Conservancy regulations, policies, guidelines, conditions, and requirements as they relate to the acceptance and use of Conservancy funds for the Project. Also, the Grantee gives assurance and certifies with respect to the grant that:

1. Grantee possesses legal authority to apply for and receive the grant funds and that where appropriate, a resolution, motion or similar action has been duly adopted or passed as an official act of the applicant's governing body, authorizing the filing of the application, including all understandings and assurances contained therein, and directing and authorizing the person identified as the official representative of the applicant to act in connection with the application and to provide such additional information as may be required.

2. Grantee has sufficient funds or commitments for sufficient funds to complete the Scope of Work, over and above the portion to be borne by the Conservancy.

3. Except as otherwise provided by law, Grantee will give the Conservancy, through any authorized representative, access to and the right to examine all records, books, papers, or documents related to the grant.

4. Grantee ensures that any publications, studies, reports, or brochures which are made possible by or derived in whole or in part from the Project shall acknowledge the assistance of the Conservancy as follows: "Funding for this project has been provided in part by the California Tahoe Conservancy."

5. Grantee will cause work on the Scope or Work to be commenced within a reasonable time after receipt of notification from the Conservancy that funds have been approved, and will carry the work to completion with reasonable diligence.

6. Grantee agrees to use licensed professionals to perform services under this Agreement where such services are called for including legal, engineering, architectural and environmental sciences, qualified and licensed in the State of California.

7. Grantee shall comply with applicable State laws which may include (1) the Public Contract Code, including the State Contract Act; (2) the payment of workers compensation and where applicable the payment of prevailing wages; (3) building and health and safety code and disabled access law; and (4) the applicable requirements of the California Environmental Quality Act.

8. Grantee certifies that its employees and the officers of its governing body shall avoid 53 2
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any actual or potential conflicts of interest, and that no officer or employee who exercises any functions or responsibilities in connection with this Agreement shall have any personal financial interest or benefit which either directly or indirectly arises from this Agreement.

Grantee shall establish safeguards to prohibit its employees or its officers from using their positions for a purpose which could result in private gain or which gives the appearance of being motivated for private gain for themselves or others, particularly those with whom they have family, business, or other ties.

Any individual who has participated in planning or setting priorities for a project funding solicitation or who will participate in any part of the grant development and negotiation process on behalf of the public is ineligible to receive funds or personally benefit from funds awarded through that solicitiaton.

Failure to comply with conflict of interest laws, including business and financial disclosure provisions may result in the Agreement being declared void or other legal action.

9. Grantee maintains a drug-free workplace in accordance with Government Code Section 8355 et seq., by doing all of the following:
(a) Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance is prohibited in the person's or organization's workplace and specifying the actions that will be taken against employees for violations of this prohibition; (b) Establishing a drug-free awareness program to inform employees about (1) the dangers of drug abuse in the workplace; (2) the person's or organization's policy of maintaining a drug-free workplace; (3) any available drug counseling, rehabilitation, and employee assistance programs; and (4) the penalties that may be imposed upon employees for drug abuse violations.
(c) Submitting a drug-free workplace certification California State Form STD-21; and (d) Requiring that each employee engaged in the performance of the agreement to comply with the certification.
54 EXHIBIT D
Request for Disbursement
CTC Grant Agreement No: CTA22012L
Grantee Invoice No.: 22012-1
1061 Third Street Billing Period:

South Lake Tahoe, CA 96150
Submittal Date:

Line Items
Grant Allotment
(per line item of N/A)
Previous
Expenditures
to Date
(From previous invoice)
Current
Expenditures
Grant Funds Only
Total
Expenditures
to Date
+ =
% of Line Item Budget
Spent to Date
÷ Grant Allotment = %
If Applicable: Match For
This Reporting Period
Only
100% Construction Documents $50,000 $0.00 $0.00 $0.00 0.00% $0.00Advertise and Award $50,000 $0.00 $0.00 $0.00 0.00% $0.00Construction $400,000Plant Establishment $50,000 TOTALS $550,000.00 $0.00 $0.00 $0.00 0.00% $0.00
FOR CTC STAFFCTC Initials/DateFOR DGS-CFS STAFFDate Received from DWQDate to Accounting CTC Date Stamp DGS-CFS Date StampGRANTEE SIGNATURE Date

FOR STATE USE ONLY
Date Rev. 2-11-14
I certify this invoice, to the best of my knowledge and belief, is accurate and complete and I approve this invoice payment.

GRANT FUNDS ONLY
Total Amount Due This
Invoice
10% Withheld (Retention)
10% of total grant award will be held until final report is submitted, approved, and project is 100% complete.

Final Invoice
Grantee Project Director or Designated Representative
By signing this invoice I certify, under penalty of law, that this document and any attachment was prepared by me or under my direction in accordance with the terms and conditions of each Grant Agreement Exhibit and, to the best of my knowledge and belief, is accurate. I certify that any and all fees due to the California Tahoe Conservancy have been paid. I am aware that there are significant penalties for submitting false or misleading information.

Grant Manager
[email protected]

CALIFORNIA TAHOE CONSERVANCY

GRANT PROGRAM INVOICE
(Reference Instructions on following page - Failure to follow instructions may result in non-payment of invoice)

THIS OFFICIAL INVOICE FORMAT MAY NOT BE MODIFIED
From: To:City of South Lake Tahoe Accounts PayableAddressCity, State Zip California Tahoe Conservancy
Email/phone
55 EXHIBIT D
Request for Disbursement
Total Expenditures to Date: This is calculated by adding the Previous Expenditures and Current Expenditures.

If Applicable: Match Amount For This Invoice: COMPLETE ONLY IF MATCH IS INCLUDED IN THE GRANT AGREEMENT BUDGET. Enter the match dollars applied to this invoice billing period.

Total Amount Due This Invoice: The amount due is the Total Current Expenditures.

Final Invoice: Check this box for final invoice only.

Grantee Program Director or Designated Representative: Original signature and date (in ink).

FOR STATE USE ONLY
Grant Manager: Original signature and date (in ink).

Current Expenditures (Grant Funds Only): Enter the current grant fund charges for this billing period.

Instructions for Grant Program Invoice
Information pertaining to this Grant program Invoice template is located in Exhibit B of the executed Grant Agreement.

FOR STATE USE ONLY
Line Item: Line Item listed per Exhibit B - Line Item BudgetGrant Allotment: Amounts allotted to Line Item Budget per Exhibit B of Grant Agreement.% of Line Item Budget spent to date: Calculation of total expenditures divided by Grant Allotment. Shouldn't exceed 100%

TO BE COMPLETED BY GRANTEE/PROJECT DIRECTOR
Grant Invoice Number: Assign a sequential invoice number, for example: 1, 2, 3.

Billing Period: Enter Billing Period of work performed. Example for quarterly billing: Jan 1, 2015 to Mar 31, 2015. Example for monthly billing: Jan 1, 2015 to Jan 31, 2015. Date: Enter the Date invoice is submitted.

Previous Expenditures to Date: From the last invoice, enter line item amounts from "Total Expenditures to Date." If first invoice, enter zero (0). 56 1
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EXHIBIT E
Eligible and Ineligible Costs
For costs to be eligible for reimbursement, the costs must be within the scope of the project, supported by appropriate documentation, and completed by the required deadline as identified in the grant agreement. Costs related to project-specific performance measures and project reporting are eligible, and if requested, must be included in the project budget. Grant funds must be spent consistent with General Obligation Bond Law, Government Code section 16727.

Eligible expenses may be incurred by the Grantee on or after the Effective Date. The following represents a non-exclusive list of the types of activities and/or expenses that are generally eligible for reimbursement (subject to further negotiation and the type of grant agreement):
o Direct project management/administration, including detailed, well-documented staff costs agreed to during the development of the grant agreement o Review of existing data
o Site analysis and base mapping
o Preliminary project design necessary for environmental documentation o Opportunities and constraints analysis
o Environmental review and documentation (including surveys and other environmental assessments)
o Interagency and public coordination and consultation
o Preliminary specifications and cost estimates
o Pre-acquisition activities (such as obtaining title reports, appraisals, legal descriptions, and initial coordination with the property owners to determine if they are willing sellers) o Pre-construction monitoring related to the goals of the project o Preparation of permit applications
o Preparation of contract documents, including final design plans o Preparation of grant-required documents
o Project specifications, engineering, and cost estimates o Preparation and processing of permit applications, including SWPPPs o Preparation of construction bid packages, project bidding, and award o Other relevant costs approved by Conservancy staff
Ineligible activities and expenses generally include, but are not limited to:
o All costs incurred before Conservancy Board authorization of grant award o All costs related to the preparation and submittal of the grant application o Membership fees and associated costs for attendance at conferences o Ongoing project site operations and maintenance
o Travel not expressly identified in the grant budget
o Per diem and mileage expenditures at levels above State-authorized per diem amounts.

Current rates are available online in chapter 700 (Travel) of the California State Administrative Manual
o Food, refreshments, and decorations not associated with per diem or travel expenses 57 2
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o Funding for a purchase price above the appraised fair market value o Equipment that will be used for purposes that are unrelated to the project o Costs that are not substantially related to the project o Indirect costs (i.e., costs not directly attributable to the project such as shared costs or office space)
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EXHIBIT F
Reporting and Data Requirements

SEMI-ANNUAL PROGRESS REPORT
a. Project Name, CTA#;
b. Date Submitted, Reporting Period, Prepared by;
c. Invoice Number;
d. Summary of work completed during reporting period;
e. Discussion of any challenges or opportunities encountered in accomplishing the Scope of Work;
f. Schedule Assessment (describe extent to which project is on track with the schedule of deliverables);
g. A narrative financial report comparing costs to date and the approved Scope of Work and budget. This report should state whether or not the Scope of Work is progressing within the approved budget, including an explanation of any potential deviations; h. Draft products, reports, interim findings, or other relevant data or materials produced, including a statement of task or milestones and a report of the status on each, and including as applicable, any public and agency meetings and the results of such meetings;
i. Copies of any other relevant materials produced under the terms of the agreement; and j. Production Summary Table:

Product
Scheduled
delivery
date
Actual
delivery
date
Amount
expended
this
period
Total
amt.
expended
to date
% of total
budget
expended
to date
Percent of
task
complete
Status

FINAL REPORT
a. Project Name, CTA#;
b. Date Submitted, Prepared by;
c. Brief summary of the objectives of the Scope of Work and how these objectives were accomplished;
d. Findings, conclusions, data or recommendations for follow-up or ongoing activities; e. Financial Analysis (Final project costs for all funding sources; e.g., identify cost overruns compared to the approved budget, any cost savings, unused funding to be returned, etc.);
f. Statement, if applicable, of future intent of public and/or private support to maintain or further develop the project, including proposed submittal dates for future funding; g. Copies of all news articles and any other media coverage, as well as all promotional and educational materials produced as a result of this agreement; and h. The work products identified in the Scope of Work, including summaries of any public and agency meetings conducted in relation to the project.

ANNUAL EIP REPORTING
Grantees must submit their project to the Environmental Improvement Program (EIP) tracker 59 2
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(https://eip.laketahoeinfo.org/) within three months of grant agreement start date. Consult with the Tahoe Regional Planning Agency (TRPA) on EIP reporting, tracking, and performance requirements and complete reporting requirements (as applicable).

DATA REPORTING FORMATS
Grantee shall submit all data required by the Agreement in one or more of the following formats, as applicable:

Tabular Data: Excel Spreadsheets, Access databases, or Comma, Space, Value (CSV) are acceptable for all tabular data that does not include spatial references associated with a latitude/longitude, mapped boundary, or imagery/raster/data used in remote sensing.

Spatial Data: ESRI-usable format, meaning the data must have special reference (coordinate system-geographic or projected, and a special extent) and include metadata, at minimum in accordance with Biogeographic Information and Observation System (BIOS) metadata standards (http://desktop.arcgis.com/en/desktop/latest/manage-data/metadata/metadatastandards-and-styles.htm). Grantee acknowledges that the Conservancy will enter spatial data into the State’s BIOS, where applicable. BIOS is designed to enable the management, visualization, and analysis of biogeographic data collected by the Department of Fish and Wildlife and its partner organizations.

ACCESSIBILITY
In accordance with California’s Assembly Bill 434, documents prepared for publication on California State agency websites must comply with Level AA success criteria found in Web Content Accessibility Guidelines 2.0, or a subsequent version, published by the Web Accessibility Initiative of the World Wide Web Consortium (Gov. Code, § 11546.7., 7405 and 11135). Visit the California Department of Rehabilitation website for more details:
https://www.dor.ca.gov/Home/AB434.

All deliverable documents must be submitted in Adobe PDF format, with a copy of a successful accessibility check report from Adobe Acrobat Pro CC. In addition, all original source documents (MS Office, Adobe Creative Cloud, etc.) must be delivered. For documents originating in Word, the original MS Word document in DOCX format must be provided, using the most recent version of MS Word, with a copy of a successful accessibility check report from Microsoft Word.

METADATA STANDARD
The standard for GIS metadata in the State of California will adhere to the Federal Geographic Data Committee (FGDC) Standard. Organizations are free to develop, edit and enhance their organizational metadata based on the full FGDC standard, but as a minimum, the California Minimum Metadata Data Standard will provide organizations that ability to comply and document GIS data with the elements outlined below.

The FGDC Standard and the California Minimum Metadata Standard will apply to all authoritative and finalized GIS data products – to include both Raster and Vector data formats. 60 3
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Abstract: Briefly describe what the dataset is about (who, what, where, when). Include any limitations of the dataset, assumptions made, and if there is anything special that the user of these data should be aware of.

Name: Uniquely identifies the dataset
Purpose: Briefly describe why the dataset was created.

Date: The date or range of dates when the data were gathered, or the date the photos, maps or other items at the core of the data set, were created.

Contact: Contact information for an individual or organization that is knowledgeable about the data set.

Organization’s Name: Program, administrative unit, and agency, company, or group name Telephone Number: Including Area Code, E-Mail address
Field Definitions: List and define each field.

Abbreviation Definitions: For any field that contains numeric or alphabetic codes (e.g., SAC = Sacramento County), list each code/abbreviation and provide an unabbreviated definition.

Access/Use Constraints: Is there a need to limit who has access to see or read this dataset? If so, specify. If not, put “None”. Also include how the data should be cited, if you want something specific.

Distribution: Define distribution constraints. Also designate the location of the data. If the data is distributed as a web service or end point, provide the url or link to the service.

Progress: Complete or Incomplete.

Update Frequency: Possible values are: Continually, Daily, Weekly, Monthly, Annually, Unknown, As Needed, Irregular, None, or Planned.

Projection: What is the Projected Coordinate System name? Please define the complete projection information for your data here.

Datum Which Datum is the projection in?
NAD83 (GCS_North_American_1983) (preferred)
NAD27 (GCS_North_American_1927)
WGS84 (WGS_1984)
ISO Topic Category and Category Code:

Farming 001
Biota 002
Boundaries 003
Climatology/ Meteorology/ Atmosphere 004
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Economy 005
Elevation 006
Environment 007
Geoscientific Information 008
Health 009
Imagery/BaseMaps/ EarthCover 010
Intelligence/Military 011
Inland Waters 012
Location 013
Oceans 014
Planning / Cadastre 015
Society 016
Structure 017
Transportation 018
Utilities / Communication 019
Keywords: keyword tags that define the data. Example: Forest Cover – trees, canopy, woodland, coniferous, etc.
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CITY OF SOUTH LAKE TAHOE

EXHIBIT G

MANDATORY INSURANCE PROVISIONS
For Grantees and Contractors
Does not apply to State of California and Nevada Departments or to Self-Insured agencies or districts.

These insurance provisions apply to ALL other Grantees, Contractors, and Subcontractors. PROOF OF INSURANCE OR SELF-INSURANCE IS REQUIRED.

INSURANCE. Throughout the time period of this agreement, the CONTRACTOR/GRANTEE shall provide the following minimum insurance coverage as listed below. Contemporaneous with the signing of this agreement, the CONTRACTOR/GRANTEE shall file with a Certificate of Insurance, with a Best's Rating of no less than A:VII for Professional Liability Insurance and A:V for all other insurance showing. Documentation of such rating shall be provided at the same time Insurance Certificates are submitted.

In the event any policy is canceled prior to the completion of the project and the CONTRACTOR/GRANTEE does not furnish a new certificate of insurance prior to cancellation, the insurance shall be obtained on Contractor’s behalf and the cost of the premium(s) shall be deducted from contract monies due the CONTRACTOR/GRANTEE.

Worker’s Compensation and Employers Liability Insurance:

By their signature hereunder, as CONTRACTOR/GRANTEE, each person signing this agreement on behalf of the CONTRACTOR/GRANTEE certifies that he or she is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of that Code, and he or she will comply with such provisions before commencing the performance of the work of this contract.

If such insurance is underwritten by any agency other than State Compensation Fund, such agency shall be a company authorized to do business in the State of California.

Worker's Compensation Insurance shall be provided as required by any applicable law or regulation. Employer's liability insurance shall be provided in amounts not less than ONE MILLION DOLLARS ($1,000,000) each accident for bodily injury by accident, ONE MILLION DOLLARS ($1,000,000) policy limit for bodily injury by disease, and ONE MILLION DOLLARS ($1,000,000) each employee for bodily injury by disease.

If there is an exposure of injury to CONTRACTOR/GRANTEE’S employees under the U.S.

Longshoremen's and Harbor Worker's Compensation Act, the Jones Act, or under laws, regulations, or statutes applicable to maritime employees, coverage shall be included for such injuries or claims.

Each Worker's Compensation policy shall be endorsed with the following specific language:

Cancellation Notice - "This policy shall not be canceled or materially changed without first giving thirty (30) days' prior written notice to California Tahoe Conservancy" 63 2
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CONTRACTOR/GRANTEE shall require all SUBCONTRACTOR to maintain adequate Workers’ Compensation insurance. Certificates of Workers' Compensation shall be submitted upon demand.

General Liability Insurance:

CONTRACTOR/GRANTEE shall maintain Comprehensive General Liability or Commercial General Liability insurance covering all operations by or on behalf of CONTRACTOR/GRANTEE, providing insurance for bodily injury liability and property damage liability for the limits of liability indicated below and including coverage for:
(1) Contractual liability insuring the obligations assumed by CONTRACTOR/GRANTEE in this Agreement.

One of the following forms is required:
(1) Comprehensive General Liability;
(2) Commercial General Liability (Occurrence); or
(3) Commercial General Liability (Claims Made).

If CONTRACTOR/GRANTEE carries a Comprehensive General Liability policy, the limits of liability shall not be less than a Combined Single Limit for bodily injury, property damage, and Personal Injury Liability of:
♦ TWO MILLION DOLLARS ($2,000,000) each occurrence
♦ TWO MILLION DOLLARS ($2,000,000) aggregate
If CONTRACTOR/GRANTEE carries a Commercial General Liability (Occurrence) policy:
(1) The limits of liability shall not be less than:
♦ TWO MILLION DOLLARS ($2,000,000) each occurrence (combined single limit for bodily injury and property damage)
♦ TWO MILLION DOLLARS ($2,000,000) Personal Injury Liability ♦ TWO MILLION DOLLARS ($2,000,000) for Products-Completed Operations ♦ TWO MILLION DOLLARS ($2,000,000) General Aggregate
(2) If the policy does not have an endorsement providing that the General Aggregate Limit applies separately, or if defense costs are included in the aggregate limits, then the required aggregate limits shall be THREE MILLION DOLLARS ($3,000,000).

Special Claims-Made Policy Form Provisions:

CONTRACTOR/GRANTEE shall not provide a Commercial General Liability (Claims Made) policy without the express prior written approval which consent, if given, shall be subject to the following conditions:
(1) The limits of liability shall not be less than:
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♦ TWO MILLION DOLLARS ($2,000,000) each occurrence (combined single limit for bodily injury and property damage)
♦ TWO MILLION DOLLARS ($2,000,000) aggregate for Products Completed Operations ♦ TWO MILLION DOLLARS ($2,000,000) General Aggregate
(2) The insurance coverage provided by CONTRACTOR/GRANTEE shall contain language providing coverage up to six (6) months following the completion of the contract in order to provide insurance coverage for the hold harmless provisions herein if the policy is a claims-made policy.

Conformity of Coverage:

If more than one policy is used to meet the required coverage, such as a separate umbrella policy, such policies shall be consistent with all other applicable policies used to meet these minimum requirements. For example, all polices shall be Occurrence Liability policies or all shall be Claims Made Liability policies, if approved as noted above. In no cases shall the types of policies be different.

Endorsements:

Each Comprehensive or Commercial General Liability policy shall be endorsed with the following specific language:
1) “_____________ and the State of California, California Tahoe Conservancy, its officers, agents, employees, and volunteers are to be covered as insured for all liability arising out of the operations by or on behalf of the named insured in the performance of this Agreement."
2) "The insurance provided by the CONTRACTOR/GRANTEE, including any excess liability or umbrella form coverage, is primary coverage with respect to any insurance or selfinsurance programs maintained by _________ and no insurance held or owned by the California Tahoe Conservancy shall be called upon to contribute to a CONTRACTOR/GRANTEE loss. This policy shall not be canceled or materially changed without first giving thirty (30) days' prior written notice to California Tahoe Conservancy.

Additional Liability Insurance

CONTRACTOR/GRANTEE. shall maintain automobile liability insurance covering bodily injury and property damage in an amount no less than two million dollars ($2,000,000) combined single limit for each occurrence.

Covered vehicles shall include owned, non-owned, and hired automobiles, trucks, and other vehicles.

Professional Liability Insurance (Errors & Omissions):

CONTRACTOR/GRANTEE shall maintain Professional Liability Insurance for Errors and Omissions coverage in the amount of not less than ONE MILLION DOLLARS ($1,000,000). If the policy does not have an endorsement providing that defense costs are excluded in the 65 4
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aggregate limits, then the required aggregate limits shall be TWO MILLION DOLLARS ($2,000,000).

Additional Requirements
Premium Payments: The insurance companies shall have no recourse against the California Tahoe Conservancy and funding agencies, its officers and employees or any of them for payment of any premiums or assessments under any policy issued by a mutual insurance company.

Policy Deductibles: The CONTRACTOR/GRANTEE shall be responsible for all deductibles in all of CONTRACTOR/GRANTEE’S insurance policies. The amount of deductibles for insurance coverage required herein should be reasonable and subject to Grantor approval.

CONTRACTOR/GRANTEE’S Obligations: CONTRACTOR/GRANTEE’S indemnity and other obligations shall not be limited by the foregoing insurance requirements and shall survive the expiration of this agreement.

Material Breach: Failure of the CONTRACTOR/GRANTEE to maintain the insurance required by this agreement, or to comply with any of the requirements of this section, shall constitute a material breach of the entire agreement.
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Exhibit H
Proposition 1 Sign Guidelines
Authority:

All projects funded by “The Water Quality, Supply, and Infrastructure Improvement Fund of 2014” (2014 Water Bond Act) must include a posted sign acknowledging the source of funds following guidelines developed by the Resources Agency.

Reference Section PRC 5096.309; Water Code Section 79700.

Purpose:

To Inform the public that the 2014 Bond Act that they voted for are providing public benefits throughout the State and that their Bond dollars are at work and helping make California a better place to live. This message will reinforce the need for additional funding for similar projects.

Universal Logo:

All signs will contain a universal logo that will be equated with the 2014 Bond Act statewide.

The logo is on a template available through the internet at:
https://tahoe.ca.gov/conservancys-proposition-1-grant-program/ Tier I and Tier II:

For the purpose of sign guidelines only, all projects are divided into Tier I and Tier II projects:

Tier I: Projects using less than $750,000 of Water Bond Act Funds.

Tier II: Projects using more than $750,000 of Water Bond Act Funds and/or projects situated in areas of high public visibility (such as near a freeway intersection). (Archeological sites are excluded).

Minimum Requirements: Tier I
The universal logo must be mounted in an area to maximize visibility and durability. The logo must be a minimum of 2’ x 2’. There is no maximize size. Exceptions are permitted in the case of trails, historical sites, and other areas where these dimensions may not be appropriate. The logo must be posted no later than the project completion.

A larger sign that includes the logo, other wording, and acknowledgements may be posted.

There is no maximum number of signs.

Minimum Requirements: Tier II
Two signs are required per project, one during construction and one upon completion.

Sign while under construction:

This sign will use a white background and will contain the logo and the following language:
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Recommended size of signs while under construction; Minimum of 4.5’ x 7.5’.

Project completion sign:

Upon completion of all Tier II projects, a sign will be posted that includes the Bond logo.

The logo on the sign must be a minimum of 2’ x 2’ and include the following wording:

The name of the director of the local agency or other governing body may also be added. The sign may also include the names and/or logos of other partners, organizations, individuals, and elected representatives as deemed appropriate by those involved in the project. (Description of Project)
Another project to improve
California’s water quality, supply, and infrastructure
Funded by Proposition 1
The Water Bond Act of 2014
Gavin Newsom, Governor
(Description of Project)
Another project to improve
California’s water quality, supply, and infrastructure
Funded by Proposition 1
The Water Bond Act of 2014
Wade Crowfoot, Secretary for Natural Resources Agency
Gavin Newsom, Governor
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Sign Construction:

All materials used shall be durable and able to resist the elements and graffiti. State Parks and Cal Trans standards can be used as a guide fro gauge of metal, quality of point used, mounting specifications, etc.

Sign Duration:

The goal is to have project signs in the place for a lengthy period of time, preferably a minimum of 2 years for Tier I project signs and 4 years minimum for Tier II project signs.

Sign Cost:

The cost of the sign(s) is an eligible project cost. Application should consider potential replacement as well. More durable signage encouraged; e.g. bronze memorials mounted in stone at trailheads, on refurbished historical monuments and buildings, etc.

Appropriateness of Signs:

For projects where the required sign may be out of place (such as some refurbished cultural and historical monuments and buildings), the project officer/grants administrator in consultation with the applicant may authorize a sign that is tasteful and appropriate to the project in question. Alternate signage must be immediately recognized as a Water Bond 2014 sign.

Sign on State Highways:

Signs placed within the state highway right-of-way may require a Caltrans encroachment permit.

Contact your local Caltrans District Office early in the planning phases for more information. 69 EXHIBIT I
Proposition 1 Grant Application

1. Project Name: Tahoe Valley Stormwater and Greenbelt Improvement Project (AKA Tahoe Valley Greenbelt and Stormwater Improvement Project)

2. Has your organization applied for, or does it intend to apply for, funding from another public agency for this project? Yes
If yes, indicate the agency/grant program/amount requested/date requested.

The City of South Lake Tahoe (City) understands Question 2 is in regard to implementation funding. Therefore, not all previously requested, received, and expended grant funding for planning, permitting, and design of the Project PS&E documents are listed within this grant application. If the review of this application requires the inclusion of all previous nonimplementation funding, the City can provide that information upon request.

The City applied for an implementation grant from the State Water Resources Control Board (SWRCB) Proposition 1 grant on July 2, 2020. The City was advised of a SWRCB grant award in the sum of $6,922,904 on February 16, 2021. Conditions of grant acceptance require the City to contribute a 10% local match. The City’s SWRCB, Proposition 1 implementation grant local match is $692,290. Coupled with the SWRCB Proposition 1 Implementation Grant, the pending Project construction funding is $7,615,194.

In addition to the SWRCB implementation grant, the City has received several planning grants from various agencies (USFS, CTC, SWRCB) and received approval from the TRPA Governing Board in July 2021 to expend $425,000 of Air Quality Mitigation funds to acquire an easement and real property needed for the Project. In addition, the TRPA Board approved $50,000 of Water Quality Mitigation Interest funding for additional PS&E work.

Construction of Project improvements is estimated to cost approximately $12.3 million (see attached Engineer’s Estimate). A standard 10% construction contingency of $1.2 million indicates a needed construction plus contingency budget of $13.8 million.

Therefore, the City is still seeking approximately $5.9 million to have sufficient implementation grant funding to complete the entire Project.

3. Contact Information
a. Applicant's Name (Official entity's name): City of South Lake Tahoe b. Official Mailing Address: 1740 D Street, South Lake Tahoe, CA 96150 c. Other Address: 1901 Lisa Maloff Way, South Lake Tahoe, CA 96150 d. Authorized Signatory/Title: Anush Nejad, Director of Public Works 70 e. Applicant Contact/Project Manager: Stan Hill, Engineering Manager f. Contact's Phone: 530-542-6039
g. Contact’s Email: [email protected]
h. Other key personnel who may represent the application (list names and contact info): Jason Burke, Stormwater Program Coordinator, [email protected] Lori Marino, Principal Management Analyst, [email protected]

4. Project Type: Implementation

5. Primary Focus Area: Ecosystem and Watershed Management Secondary Focus Area(s): Stormwater Quality, Sustainable Communities, Forest Health

6. Is this project on the current 5-year EIP list? Yes, EIP # 01.01.01.0033

7. Project Description, including Project Benefits and Consistency with Statewide Priorities and the Lake Tahoe Environmental Improvement Program (EIP) Project's purpose and need statement
The existing Tahoe Valley drainage system has been impacted by upstream and downstream development, which results in increased peak flows from increased impervious surface during rain events.

The Project area is identified in the Lake Tahoe TMDL planning and implementation plans as a high pollutant load catchment that discharges directly to Lake Tahoe via the Upper Truckee River. Increased and concentrated peak runoff volumes from impervious surfaces flow at a high velocity into the project area, scouring road shoulders, overwhelms existing drainage infrastructure, and increases channel erosion and incision. The project will enhance long term water quality through capture, attenuation, and treatment of stormwater runoff that would otherwise pollute Lake Tahoe.

Climate change predictions indicate there will be more extreme weather (increased drought and flooding extremes) and the proposed project will provide improved flood mitigation and increase water supplies through groundwater recharge.

As noted within Item 1 of this application, Project implementation costs are estimated to be $13.8 million dollars. Implementation grant funding from the SWRCB is pending. The SWRCB grant is in the sum of $6,922,904 and includes a required 10% local match ($692,290) for a total pending implementation funding amount of $7,615,194. The City’s request for CTC funding is $5,364,766, of which includes a 10% construction contingency.

The City is prepared to find additional funding to provide the balance of needed construction contingency in the sum of $743,919. The attached Project Budget Leverage Funding worksheet details budget line-item costs, non-construction management & administration, and 10% construction contingency. The worksheet totals demonstrate the City’s request for $5,364,766 in CTC implementation grant funding. 71 The detailed Project Engineer’s Estimate and the required Project Budget- Leveraged Funding work sheet are included with the attachments to this grant application.

Provide a short executive summary of the project.

The proposed multi-benefit watershed and ecosystem project incorporates stream environment zone (SEZ) restoration, rehabilitation of natural floodplain function, treatment and infiltration of urban runoff, groundwater recharge, pedestrian and bicycle network improvements, and community access, recreation and sustainability components.

Describe the Project's consistency with Proposition 1 Focus Area(s) and applicable Focus Area-Specific Guiding Documents.

The proposed project is a multi-benefit project that will achieve goals that have been developed by a collaboration of agencies in the Tahoe Basin. Goals of the TRPA Regional Plan, the Regional Transportation Plan, Tahoe Region Sustainable Communities Strategy, City General Plan, and the Tahoe Valley Area Plan focus efforts on environmental improvements, alternative transportation and economic sustainability.

Consistent with the California Water Action Plan, the proposed project will result in the restoration of important SEZ wildlife habitat, increase floodplain areas to spread and slow stormwater flooding from urban runoff, and increase water quality and supply through infiltration of runoff. Restoration of functioning SEZ and natural floodplains will provide the opportunity for wildlife activity that has historically been associated with SEZ areas. The designation of SEZs was developed by TRPA to denote perennial, intermittent and ephemeral streams and drainages, as well as marshes and meadows. SEZs include riparian vegetation that provides critical wildlife habitat in the Tahoe Basin. Along with the remaining portions of these undeveloped wet areas that are publicly owned, the project seeks to expand existing floodplain areas and wet stormwater detention areas in a mountain meadow theme.

The project is an example of a multi-benefit sustainable community project. It provides specific water quality and wildlife habitat improvement, improved pedestrian and bicycle network connectivity between the commercial area and surrounding residential neighborhoods and provides a social gathering place and recreational facilities. The project creates a community focal point for enjoyment of restored natural areas and social activity.

The project is consistent with the vision of the California Strategic Growth Council for “healthy, vibrant, and resilient California communities, environment and economy.” List any required applicable environmental mitigation measures or compliance obligations related to the project, including TMDL, NPDES, etc.

The project area is identified in the Lake Tahoe TMDL planning and implementation plans as a high pollutant load catchment that discharges directly to Lake Tahoe via the Upper Truckee River. Increased and concentrated peak runoff volumes from impervious surfaces flow at a high velocity into the project area, scouring road shoulders, overwhelms existing drainage 72 infrastructure, and increase channel erosion and incision. The project enhances long term water quality through capture, detention, and low impact development treatment of stormwater runoff that would otherwise pollute Lake Tahoe. The Lake Tahoe TMDL noted that roadways and commercial areas contribute the highest concentrations and fine sediment particle load that impairs the clarity of Lake Tahoe. The project is focused on addressing these known sources of stormwater contamination in order to provide the most cost-effective approach to Lake Tahoe TMDL implementation.

Project specific mitigations for short-term construction impacts are listed in the CEQA Initial Study/Mitigated Negative Declaration.

Indicate how the project provides fisheries or ecosystem benefits or improvements that are greater than any environmental mitigation measures or compliance obligations. Emphasize significant benefits to sensitive ecosystems or special status wildlife.

The Upper Truckee River and the tributaries, which make up the Upper Truckee River Watershed comprise the largest contribution to the waters of Lake Tahoe. Lake Tahoe is an "Outstanding National Resource Water" under federal antidegradation regulations and has historically lost clarity at the rate of one- and one-half feet per year. The watershed for Tahoe Valley has been identified as a major source of fine sediment and nutrients flowing into Lake Tahoe, due in large part to the significant amount of urbanized land within the watershed and direct channel manipulations. The Upper Truckee River watershed has been heavily impacted by human activities. An important element of water quality protection in the Lake Tahoe basin is the preservation and protection of SEZs. Wetlands and meadows are important because these areas provide for a number of ecosystem services including flood attenuation, wildlife habitat diversity, groundwater recharge, water filtration, and aesthetic and recreational values.

The project will include restoration of SEZ areas and associated habitat enhancement. The SEZ will be a critical feature for improving water quality in the Upper Truckee River watershed. Located in an urban town center, the proposed project will be instrumental in achieving restoration of a critically located SEZ that serves as a refuge of natural habitat and will be viewed and enjoyed by the public.

Describe the project's multiple benefits, within or across Focus Areas, including any climate change benefits.

The Tahoe Valley Greenbelt Project is included on the Lake Tahoe Environmental Improvement Program list of projects as project # 01.01.01.0012. The project would result in significant EIP accomplishments. It will treat and infiltrate water runoff from a 320-acre watershed area. It will increase bicycle and pedestrian mobility for improved air quality and also provide urban green space and community amenities that are pivotal to a sustainable community. Increasing opportunities for the public to use alternative modes of transportation will reduce the use of motor vehicle miles travelled, which has a direct correlation to a reduction of greenhouse gas emissions. 73 The roadways, commercial and multi-family residential areas within the project area have been identified in the City’s 2016 Baseline Pollutant Load Estimate Report as some of the highest pollutant load catchments that are directly connected to Lake Tahoe (via the Upper Truckee River).

The project would result in accomplishments in the following EIP priority areas:
• Treat stormwater to improve Lake clarity,
• Complete Basin-wide bike trail network,
• Restore Upper Truckee River and other key Tahoe watersheds, • Implementing area-wide water quality treatments,
• Investing in mixed-use town centers served by reliable and convenient public transit, with complete streets that encourage biking and walking,
• Implementing local Area Plans, and
• Implementing the Sustainability Action Plan.

The project includes all weather crossings and other pedestrian path enhancements to provide improved bicycle and pedestrian links from residential neighborhoods to the Tahoe Valley commercial core. These enhancements will improve connections with existing active transportation networks to assist with reducing vehicle miles travelled and vehicle emissions associated with climate change.

8. Project Schedule and Readiness/Feasibility
Describe the current status of the project and the readiness to proceed (e.g., permit status, data needs, easements, etc.), completion dates for major project milestones/work products, and expected project completion date.

Plans, Specifications, and Engineer’s Estimate (PS&E Documents):

Project Plans, Specifications, and Estimate are at the 95% level of completion. The City’s retained design and permitting consultant, Cardno is currently working to acquire the TRPA permit, SWRCB 401 permit, Army Corp of Engineers 404 permit, and California Department of Fish and Wildlife Stream Alteration permit. The outstanding construction permits are scheduled to be issued in late 2021 or early 2022; before the onset of construction in 2022.

The City is still seeking sufficient implementation funding to complete the entire Project.

The Project area can be characterized as three specifically defined regions as follows:

1. Upper Region – F Street to Emerald Bay Road;

2. Central Region – Greenbelt area between Emerald Bay Road and U.S. 50; and

3. Lower Region – U.S. 50 down to Tahoe Keys Blvd.
• Phase 1 of the Project includes the Upper Region (1) and the Lower Region (3) of the Project area.
• Phase 2 is the Central Region, Greenbelt area.

If the City options to break the project into two construction phases instead of bidding the entire project within a single bid, the Project plans and estimate will require rearrangement 74 of the PS&E documents into two sets of phased construction bid documents. The need to divide the project up into to construction phases may be necessitated by there being insufficient funding to bid and award the entire project in the winter-spring of 2022.

If the Project PS&E documents are split into two construction bid packages, the City’s design consultant that prepared the PS&E documents will be directed to complete that work task as an amendment to the existing professional services agreement. The effort necessary to develop independent bid packages for a Phase 1 and a Phase 2 option can be completed in time to effectively bid Phase 1 in the Winter-Spring period of 2022 to allow construction to start in the spring of 2022.

The City Department of Public Works recognizes the overall Project will take at least two construction seasons to complete. Therefore, dividing the Project up into two construction bids will work with the short construction season of the Tahoe Basin. A single Project bid is preferable because a single bid award will involve less administrative work than awarding two separate project bids. The two-construction bid option will provide an extra year to acquire sufficient funding to complete the entire Project. However, there is no guarantee the City will be able to acquire the needed funding to award Phase 2 in time to complete the Project in 2023 as planned and mandated by the SWQCB Proposition 1 Implementation Grant.

Control of Property
Cardno’s subconsultant Interwest is working to assist with one easement acquisition and two real property in fee acquisitions as follows:

1. Easement: Prince Harold Properties LLC (APN: 023-430-036 - CVS Pharmacy) - The needed easement acquisition is for a small area located behind the CVS Pharmacy.

The property owner has expressed their support for the Project. The property appraisal is in progress and negotiations with the property owner have begun.

Closing of the easement acquisition is anticipated before the end of 2021.

2. Property in Fee: McDonald’s Corporation – (APNs 023-430-038 & 023-381-002) There are at least two properties required for construction of the Project improvements. In addition to the two required parcels, McDonald’s has expressed interest in selling property located along the northerly side of the restaurant and drive-through aisle. The property appraisal is progressing and negotiations for the property purchase in fee have begun. Close of escrow is anticipated before midFebruary 2022.

In addition to the property and easement purchases noted above, Project improvements are proposed on several CTC owned parcels (see attached “CTC Parcel List and Location Map”). The City is working closely with the CTC during the planning, permitting, and design of the Project. CTC staff have already acquired CTC Board approval to issue license agreements to the City for the proposed improvements located on CTC owned parcels. The CTC has scheduled completion of the needed license agreements during the winter of 2021-22 and will have executed and recorded license agreements before the onset of Phase 1 construction.
75 If project work extends beyond May 15, 2024, explain portions of work to be specifically funded by this grant.

Phase 1 construction is scheduled to occur in 2022. Phase 2 construction is scheduled to occur in the spring, summer, and fall of 2023. The entire Tahoe Valley Greenbelt and Stormwater Improvement Project is scheduled for completion in the fall of 2023.

9. Innovation and Science
The proposed project will incorporate Low Impact Development (LID) strategies that integrate innovative and effective principles that utilize natural processes to filter and infiltrate urban runoff and treat stormwater as a resource rather than a waste product.

Area-wide stormwater treatment facilities combined with LID practices that use natural processes to filter and infiltrate runoff provide the opportunity for multiple benefits to watersheds, ecosystems, and the community. Area-wide systems where contributing properties fund the construction and/or ongoing maintenance allow for centralized management and ensure consistent maintenance.

The most current Lake Tahoe Total Maximum Daily Load (TMDL) science identifies the project area as some of the highest pollutant load generating catchments that are directly connected to the Upper Truckee River, Upper Truckee Marsh and Lake Tahoe. Consistent with current TMDL science, the project targets these directly, connected, high pollutant load areas determined to generate the highest urban loads of fine sediment particles, nitrogen, and phosphorus. In addition to targeting the highest pollutant load catchments, the project integrates flood plain function and Town Center connectivity.

10. Performance Measures
Once the project is completed the following performance measures can be used to assess effectiveness:
• Pounds of fine sediment, nitrates, and phosphorous removed per year • Acres of SEZ restored
• Acre feet per year of groundwater recharge
• Linear feet of improved or new pedestrian and bicycle paths The Lake Tahoe TMDL included the development of the Pollutant Load Reduction Model (PLRM), which provides numeric annual average estimates for pollutant load reductions (FSP, TN and TP) and acre-feet/year of water infiltrated for groundwater recharge. SEZ restoration can be measured in acres, which is the standard reporting format in the EIP project tracking system.

In accordance with the requirements of the Lake Tahoe TMDL, the project will be registered in the Lake Clarity Tracker, the online tool used by the Lahontan Regional Water Quality Control Board to track and verify progress related to the reduction of fine sediment particles and nutrients in urban stormwater runoff. Performance monitoring is verified using the 76 Pollutant Load Reduction Model (PLRM), Lake Clarity Tracker, Lake Tahoe Regional Stormwater Monitoring Program (RSWMP), and associated BMP Rapid Assessment Methods (BMP RAM) required under the Lake Tahoe TMDL to verify long-term maintenance of the system.

Upon completion of construction, the project will be registered under the Lake Tahoe TMDL Lake Clarity Tracker, and baseline BMP RAM assessment will be completed. The Lake Tahoe TMDL Clarity Tracking tool is available online: https://stormwater.laketahoeinfo.org/.

Project performance monitoring will be completed using the Lake Tahoe TMDL framework and as-built construction plans verifying the improvements have been completed in accordance with the 100% level construction bid documents and grant agreement in the Final Grant Report. Estimated performances measures provided by PLRM modelling are included in the attached Monitoring and Evaluation Plan, which leverages the existing PLRM, Lake Tahoe TMDL and EIP reporting and tracking systems.

11. Project Budget; Leveraged Funding
Provide a detailed budget for the funds requested (example layout below), as well as the total project cost, based upon estimates of eligible costs. Attach detailed budget in Excel format including all columns in below example.

SEE PROJECT BUDGET-LEVERAGED FUNDING WORKSHEET (ATTACHED TO

APPLICATION SUBMITTAL)
Identify other funding sources that have been secured, applied for, or are being considered.

In mid-February 2021, the City of South Lake Tahoe was notified by the State Water Resources Control Board (SWRCB) of an implementation grant in the sum of $6,922,904.

The Proposition 1 grant requires a City local match of 10% ($692,290). The grant agreement for the $6,922,904 is yet to be executed.

EXAMPLE Budget Categories
/Activities
Conservancy
Request
"A"
Cost Share
(secured)
"B"
Unfunded
Amount
"C"
Total Project
Cost
A+B+C
Project Administration
Planning
(add subcategories by task)
Acquisition
(add subcategories by task)
Design
(add subcategories by task)
Construction
(add subcategories by task)
Monitoring
(add subcategories by task)
TOTAL
77 Describe any in-kind assistance by the applicant.

The City is committed to meeting the 10% local grant match and has adopted a resolution pledging to fulfill the local match requirement. The City may find it necessary to perform construction management and administration work with no reimbursement of expenses if the construction budget is insufficient to pay for those services.

Does this budget request include a project administration and/or contingency amount of more than 10% of the total grant request? No
If yes, provide a justification of the special circumstances that warrant consideration of the proposed amount. N/A

12. Organizational Capacity
Describe your organization’s experience and capacity to plan and deliver the project within the schedule and budget.

The City of South Lake Tahoe (City) has implemented many projects similar to the Tahoe Valley Greenbelt and Stormwater Improvement Project. The Project Manager, Stan Hill has managed a large number of multi-million-dollar erosion control, water quality improvement, and transportation projects over the past 19 plus years of employment with the City.

Construction management will also include a well-seasoned and highly respected Resident Engineer/Inspector with over 20-years of field inspection and quality assurance experience.

13. Public, Stakeholder, and Agency Support
After the City hosted 3 public workshops and 4 public hearings, City Council unanimously adopted the Tahoe Valley Area Plan on June 2, 2015, and the Tahoe Regional Planning Agency (TRPA) Governing Board adopted the Area Plan on July 22, 2015. The Area Plan includes the Tahoe Valley Greenbelt as a vital environmental and economic improvement project.

In partnership with the Environmental Protection Agency (EPA) Community Watershed Program, the Tahoe Resource Conservation District retained the services of consultant R.O. Anderson to develop conceptual design alternatives and coordinate meetings with the business community in an effort to ensure support from adjacent property owners and potentially develop a public and private financing partnership. This effort has included partnering with the various businesses to refine the Greenbelt conceptual plan to create an attractive setting that is pedestrian and bicycle friendly, integrated into the stormwater treatment and SEZ restoration areas, and is an amenity for surrounding businesses.

Proposed project improvements include the development of a “greenbelt” adjacent to 78 businesses located along the easterly side of U.S. Highway 50. The Greenbelt project will restore SEZ areas, create recreation program opportunities, enhance bicycle and pedestrian connections, and integrate the open space to serve as a visual amenity for adjacent residential and commercial uses. A bicycle and pedestrian link from residential neighborhoods to the Tahoe Valley commercial core will integrate with the existing bikeway infrastructure to reduce vehicle miles travelled and vehicle emissions.

For the proposed project, multiple public meetings, three scoping workshops, and an online survey were held to solicit opinions regarding the design of the project. The public meeting was held on December 14th, 2016 to discuss preliminary concepts that were developed for the Tahoe Valley Stormwater and Greenbelt Improvement Project. Staff from the City, Project design consultant, Cardno and subconsultant, Design Workshop presented the project overview, stormwater alternatives, and recreational concepts. The intent of the public workshop was to gather feedback from the community in order to help inform the design moving forward. Twenty-one people attended the Public Workshop. An additional 224 people responded to an online survey which was open to the public between December 12, 2016 and January 30, 2017.

On March 14, 2019, the project was presented to the Planning Commission in a noticed public meeting, including presentation of the CEQA Initial Study (IS) and draft Mitigated Negative Declaration (MND). On April 10, 2019, the project and recreation elements were presented to the City Parks and Recreation Commission, which supported the recreational concepts included in the project in a public meeting, which included opportunity for the public to review and comment on the project. On May 9, 2019, the Planning Commission received public comments on the project and approved the CEQA IS/MND.

In accordance with Tahoe Stormwater Quality Improvement Committee (SWQIC) process created as a part of the EIP working group, the City hosted multiple Technical Advisory Committee meetings to review existing conditions, evaluate alternatives, and review various phases of the design for the project. This TAC included representatives from the California Tahoe Conservancy, Lahontan Regional Water Quality Control Board, Tahoe Regional Planning Agency, U.S. Forest Service, and Tahoe Resource Conservation District.

14. CEQA Environmental Documentation
Is the project exempt from CEQA? No
If yes, list the exemption and describe why the project is exempt. NA Is there a higher level CEQA document for the project? Yes, adopted Initial Study/Mitigated Negative Declaration
If yes, is the CEQA document a negative declaration, mitigated negative declaration, or environmental impact report? Mitigated Negative Declaration 79 Is the notice of exemption or notice of determination filed with the State Clearinghouse or County Clerk? (provide document only upon request) Yes, SCH# 2019029152
If no, describe the status of CEQA documentation and/or approval. NA

15. Corps Consultation
Is Corps Consultation Complete? YES
Form attached? YES
Is the project exempt from consultation requirement? No

16. Land Tenure (choose one):

Land is not owned by applicant
If the applicant does not own the project site but has adequate site control to support the project, describe and attach documentation showing adequate site control. “Adequate site control” includes a lease, special use permit, easement, joint powers agreement, or other suitable interest in the property (lasting at least for the duration of the grant operation and maintenance obligation).

If adequate site control has not yet been obtained, describe the plan to obtain adequate site control and describe how the project would be affected if it is not obtained.

Describe any plans to locate the project on or adjacent to Conservancy land, and how such Conservancy land might be affected.

The City is working with our design consultant team to complete acquisition of one easement and the purchase of two properties in fee. Contacts with the affected property owners (Prince Harold Properties (CVS Pharmacy parcel) and McDonald’s Corporation respectively) indicate the property owners are willing sellers. The City recently met with a McDonald’s Corporation property agent and appraiser to initiate the required property appraisals. The City has also acquired TRPA Governing Board authorization to use up to $425,000 of Air Quality Mitigation funding to purchase the easement and the two properties in fee.

Purchase of the McDonald’s property will require a Lot Line Adjustment. The larger McDonald’s parcel extending from Emerald Bay Road out into the future Greenbelt area will be divided as a part of the Property sale. The City will process a Lot Line Adjustment (LLA) to merge the purchased property with an adjacent City owned parcel. Purchase of the McDonald’s parcel will also require a land coverage transfer. The City will formally transfer coverage to the affected McDonald’s parcel as a part of the property purchase and LLA.

Acquisitions are anticipated to be complete by mid-February, 2022, well ahead of the start of construction.

If the McDonald’s property is not acquired, the Project plans will need to be revised to remove most of the proposed improvements located on those properties. The City already has a 14-foot-wide Class 1 Bike Trail easement on the Mc Donald’s property and in the general area of where the new bike trail is proposed. Project improvements would include the reconstruction of the Class 1 Bike Trail within the existing bike trail easement. However, 80 some of the recreational amenities and proposed surface treatments on the Mc Donald’s properties would need to be deleted from the Project.

If the City were not able to acquire the easement on the Prince Harold Properties parcel, the plans would need to have a minor adjustment to the grading plan, but would not have a significant effect on the Greenbelt. The easement area is located along the edge of the Greenbelt section of the Project and can be worked around as may be necessary.

Project improvements include water quality treatment facilities, pedestrian trails, Class 1 Bike Trails, recreation amenities, and drainageways. The City worked closely with the CTC During the Project planning, permitting, and design period of Project development. The CTC Board has already approved the preparation and execution of license agreements on all of the affected CTC parcels. The attached CTC Parcel and Location Map exhibit provides the location of the CTC owned parcels affected with the Project improvements. The 95% Complete Improvement Plans detail the proposed work on CTC parcels. The 95% Complete Project Plans were previously delivered to staff at CTC. The City will make the 95% Complete Plans available on a website upon request.

On March 12, 2020 the CTC Board adopted Resolution 20-03-06, which authorized the execution of long-term license agreements for the use of Conservancy parcels for the proposed project improvements listed in the attachment to the resolution (Site Control CTC License Agreement Authorization attachment) and as shown in the attached Map and List of CTC parcels within the project area. The final CTC license agreements are anticipated to be prepared and executed during the winter months of 2021-2022 at a staff level, as authorized in CTC Board Resolution 20-03-06.

17. Governing Body Resolution
Attach a resolution by the governing body, or letter from an authorized officer, of the applicant organization confirming the organization’s commitment to the project and commitment to operate and maintain the project for its useful life following the completion of construction. (A sample can be provided upon request.) If no resolution or letter is available to accompany this application, explain how the resolution or letter is in progress and provide a copy to the Conservancy by December 15, 2021.

Public Works has requested and received City Council approval on several previous grant applications for the Tahoe Valley Greenbelt and Stormwater Improvement Project. Some of the previous City Council approved grant applications included a required local match. The CTC Proposition 1, Round 4 grant application does not require a local match, which makes this grant that much more desirable. Therefore, City Public Works staff is highly confident we will receive City Council approval and commitment to the project and commitment to operate and maintain the project for its useful life following the completion of construction.

Public Works has scheduled adoption of the required governing body resolution on the November 2, 2021, City Council meeting agenda. The adopted resolution will be forwarded to the CTC following the November City Council meeting. 81 Required Attachments
All Applications:
• Project Location Map (delineating project area and proposed features) • Map(s) Identifying Any Conservancy Land Located Within the Project Area • Governing Body Resolution – see response to item #17
• Site Control Documentation (if applicable)
• Support Letters (optional, no more than five)
Implementation Grants:
• Corps Consultation Review Form
• Engineer's Estimate (if available)
• Monitoring and Evaluation Plan (if available)
82 South Y
Tahoe Valley Storm Water
Improvement Project Area Map
Department of
Public Works -
Engineering Division
Document Path: \\sltpublicworks\public works\GIS files\Projects\Engineering\TahoeValleyGreenbelt\TahoeValleyGreenbeltProjectMap.mxd 12/16/2019 ±
0 500 1,000
Feet
Tahoe Valley Greenbelt Location
Tahoe Valley SWIP Project Boundary
City Boundary
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91 ATTACHMENT 3
List of El Dorado County Assessment Numbers for License Agreement

1. 023-211-010

2. 023-211-044

3. 023-231-003

4. 023-231-010

5. 023-231-012

6. 023-241-023

7. 023-381-001

8. 023-381-010

9. 023-430-040

10. 023-681-001

11. 032-141-002

12. 032-141-003

13. 032-152-020

14. 032-277-003

15. 032-277-004

16. 032-277-005

17. 032-278-021

18. 032-278-022

19. 032-278-023

20. 032-278-024
92 ITEM
NO. DESCRIPTION UNIT OF MEASURE
EST.

QUANTITY UNIT PRICE TOTAL COST
1 Mobilization LS 1,011,400 $
2 Temporary Traffic Control LS 202,300 $
3 Temporary Staging, Construction Access & Project Sign LS 50,600 $ 4 Construction Surveying and Staking LS 101,200 $
5 Temporary Erosion, Water Pollution, Dust Controls, & BMPs LS 200,500 $ 6 Temporary Barriers, Fencing, and Vegetation Protection LS 43,100 $ 7 Subsurface Facility Locations / Verification LS 103,700 $ 8 Pothole Subsurface Facility (As Directed) EA 10 1,500 $ 15,000 $ 9 Clearing and Grubbing LS 196,900 $
10 Tree Removal (10"-18" DBH Tree) EA 275 600 $ 165,000 $ 11 Tree Removal (19"-24" DBH Tree) EA 31 800 $ 24,800 $ 12 Tree Removal (25"-35" DBH Tree) EA 13 1,200 $ 15,600 $ 13 Tree Removal (> 36" DBH Tree) EA 3 1,500 $ 4,500 $
14 Remove Fence LF 691 10 $ 6,910 $
15 Remove Roadway Markers/Snow Poles EA 20 50 $ 1,000 $ 16 Remove AC Surfaces (e.g. asphalt pavements, roadways, driveways, walks, swales, dikes - incl. sawcutting) SF 84,820 2 $ 169,640 $ 17 Remove Concrete Surfaces (e.g. curbs, driveways, walks, pads/aprons - incl. sawcutting) SF 100 6 $ 600 $
18 Remove Storm Drain Pipe (Up to 30" DIA.) LF 942 45 $ 42,390 $ 19 Remove Storm Drain Pipe (Over 30" DIA.) LF 130 65 $ 8,450 $ 20 Abandon Storm Drain Pipe (slurry cement backfill in-place) CY 130 1,500 $ 195,000 $ 21 Remove Storm Drain Minor Structure (e.g. drain inlets, basin outlets, pipe headwalls) EA 36 1,250 $ 45,000 $
22 Remove Storm Drain Major Structure (e.g. concrete manholes, junction box, vaults) EA 4 1,500 $ 6,000 $
Tahoe Valley Greenbelt & Stormwater Improvement Project Engineer's 95% Construction Cost Estimate
93 23 Remove Remnant Concrete Structure (walls, slab, foundation base, footings) LS 3,000 $
24 Modify/Replace Storm Drain Structure/Junction Box Steel Frame & Cover (CSLT Facility) LS 3,500 $
25 Modify Storm Drain Inlet / Connect New Storm Drain Pipe (Caltrans Facility) LS 2,500 $
26 Adjust Minor Utility Box to FG (e.g. meter box, valve can, pull box) EA 8 1,500 $ 12,000 $ 27 Adjust Major Utility Vault / Manhole Covers to FG (e.g. junction vault frame and cover, manhole frame and cover) EA 3 2,000 $ 6,000 $ 28 Utility Service Lateral Replacement (by contractor) - Ex. Sanitary Sewer Service Lateral (STPUD) EA 19 2,500 $ 47,500 $
29 Utility Service Lateral Replacement (by contractor) - Ex. Domestic Water Service Lateral (STPUD) EA 21 3,500 $ 73,500 $
30 Utility Service Lateral Replacement (coordination w/ utility) - Ex.

Natural Gas Service Lateral (Southwest Gas Corp.) EA 29 1,000 $ 29,000 $ 31 Salvage & Reset Landscape Boulder in Work EA 53 250 $ 13,250 $ 32 Remove, Salvage & Reset Fencing (As Directed or Authorized) LF 200 120 $ 24,000 $ 33 Remove, Salvage & Reset Common Landscape/Site Facilities (Miscellaneous Project Areas) LS 10,000 $
34 Remove, Replace and Protect Existing Landscape/Site Facilities, APN 023-241-40 (Irrigation, Sod, Signage, Parking Lot Striping) LS 5,000 $ 35 Removal of Unsuitable Subgrade Material (As Directed or Authorized) CY 100 150 $ 15,000 $ 36 Rock Fracture and Removal (As Directed or Authorized) CY 50 300 $ 15,000 $ 37 Earthwork - South Bonanza Basin LS 90,400 $
38 Earthwork - Margaret/D St Basin LS 62,800 $
39 Earthwork - North Bonanza Basin LS 588,600 $
40 Earthwork - Helen Basin / Greenbelt Meadow Complex LS 676,700 $ 41 Earthwork - Vegetated Swale (James/Eloise Site) LF 550 35 $ 19,250 $ 42 Rockery Wall (qty. per square foot wall face) SF 1,944 100 $ 194,400 $ 43 18" DIA. HDPE Storm Drain Pipe LF 970 150 $ 145,500 $ 44 24" DIA. HDPE Storm Drain Pipe LF 740 180 $ 133,200 $ 45 30" DIA. HDPE Storm Drain Pipe LF 2,160 225 $ 486,000 $ 46 24" DIA. HDPE Storm Drain, Perforated Pipe Sub-Drain LF 880 190 $ 167,200 $ 94 47 30" DIA. HDPE Storm Drain, Perforated Pipe Sub-Drain LF 960 235 $ 225,600 $ 48 18" DIA. RCP Storm Drain Pipe LF 200 180 $ 36,000 $
49 24" DIA. RCP Storm Drain Pipe LF 110 200 $ 22,000 $
50 30" DIA. RCP Storm Drain Pipe LF 110 250 $ 27,500 $
51 23" x 14" RCEP Culvert LF 215 200 $ 43,000 $
52 34" x 22" RCEP Culvert LF 110 225 $ 24,750 $
53 45" x 29" RCEP Culvert LF 50 275 $ 13,750 $
54 Slurry Cement (structural backfill / shallow pipe installations) CY 270 500 $ 135,000 $ 55 Storm Drain FES (match culvert size/material type) EA 22 2,500 $ 55,000 $ 56 36" x 24" RCBC LF 60 700 $ 42,000 $
57 Reinforced Concrete Headwalls (for 36" x 24" RCBC) CY 10 2,500 $ 25,000 $ 58 48" DIA. Storm Drain Manhole EA 13 8,500 $ 110,500 $ 59 60" DIA. Storm Drain Manhole EA 7 10,000 $ 70,000 $
60 72" DIA. Storm Drain Manhole EA 1 12,000 $ 12,000 $
61 72" DIA. Storm Drain Manhole w/ Diverter EA 1 15,000 $ 15,000 $ 62 96" DIA. Storm Drain Manhole EA 1 18,000 $ 18,000 $
63 Drainage Inlet, Type 1 - Sediment Trap EA 7 5,500 $ 38,500 $ 64 Drainage Inlet, Type 2 - Sediment Trap EA 17 5,000 $ 85,000 $ 65 Drainage Inlet, Type 3 EA 4 6,500 $ 26,000 $
66 Drainage Inlet, Type 4 EA 4 6,000 $ 24,000 $
67 Basin Outlet Structure EA 5 10,000 $ 50,000 $
68 Rock Lined Low Flow Swale LF 2,763 30 $ 82,890 $
69 Concrete Curb & Gutter (Vertical Battered) LF 142 85 $ 12,070 $ 70 Concrete Curb & Gutter (Rolled) LF 20 85 $ 1,700 $
95 71 Concrete Curb Transition (Type 1, Curb End) EA 14 500 $ 7,000 $ 72 Riprap - Rock Weir, Rock Dissipater/Transitions, Rock Check Dams, RSP, & Drainage Erosion Protections CY 780 250 $ 195,000 $ 73 Road Shoulder Stabilization (Cement Treated Permeable Base) TON 400 250 $ 100,000 $ 74 Concrete Sidewalk SF 1,715 35 $ 60,025 $
75 Concrete Driveway / Aprons SF 280 40 $ 11,200 $
76 HMA Paving - Trench/Road Patch (4-INCH, 2 LIFTS - Type A, PG 64- 28M, 1/2" aggregate) TON 2,130 400 $ 852,000 $
77 HMA Paving - Driveway Patch/Repairs (3-INCH, 1 LIFT - Type A, PG 64-28, 1/2" aggregate) - (As Directed or Authorized) SF 1,500 15 $ 22,500 $ 78 HMA Paving - Roadside AC Swale, and F St. Drainage "V" Ditch (3- INCH, 1 LIFT - Type A, PG 64-28, 1/2" aggregate) SF 5,580 15 $ 83,700 $ 79 HMA Paving - Multi-Use Trail (3-INCH, 1 LIFT - Type A, PG 64-28M, 3/8" aggregate) TON 790 450 $ 355,500 $
80 Multi-Use Path Edging (2"x6" Treated Lumber) LS 188,400 $ 81 Concrete Permeable Unit Pavers SF 5,950 60 $ 357,000 $ 82 Concrete Edge/Band LF 363 35 $ 12,705 $
83 Decomposed Granite Walking Trail (6-ft width) LF 960 40 $ 38,400 $ 84 Elevated Boardwalk (12-ft clear width) LF 391 2,500 $ 977,500 $ 85 Boardwalk Abutment / At-Grade Trail Transition EA 4 15,000 $ 60,000 $ 86 Boardwalk GuardRailing LF 782 250 $ 195,500 $
87 Pedestrian GuardRailing LF 506 275 $ 139,150 $
88 Log Drainage Crossing Structure LS 7,500 $
89 Wood/Timber Steps SF 40 100 $ 4,000 $
90 Buck and Pole Fencing LF 1,523 85 $ 129,455 $
91 Landscape Boulder (Import) EA 153 350 $ 53,550 $
92 Pipe Bollard - Removable EA 6 1,500 $ 9,000 $
93 Greenbelt Irrigation System LS 40,000 $
94 Electrical Service Pedestal (Lighting System) LS 15,000 $ 96 95 Electrical Conduits/Conductors & Improvements (Lighting System) LS 150,000 $ 96 Lighting Pole and Luminare (Lighting System) EA 32 10,000 $ 320,000 $ 97 Greenbelt Site Furnishings/Amenities - Bench EA 16 2,500 $ 40,000 $ 98 Greenbelt Site Furnishings/Amenities - Trash & Recycling Receptacle EA 5 3,000 $ 15,000 $ 99 Greenbelt Site Furnishings/Amenities - Dog Waste Station EA 4 750 $ 3,000 $ 100 Greenbelt Site Furnishings/Amenities - Trailhead Kiosk (One Sided) EA 1 5,000 $ 5,000 $ 101 Greenbelt Site Furnishings/Amenities - Trailhead Kiosk (Two Sided) EA 1 7,500 $ 7,500 $ 102 Greenbelt Site Furnishings/Amenities - Interpretive Signage LS 5,000 $ 103 Greenbelt Site Furnishings/Amenities - Bicycle Rack EA 9 1,500 $ 13,500 $ 104 Greenbelt Site Furnishings/Amenities - Bicycle Repair Stand EA 3 2,000 $ 6,000 $ 105 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 1 LS 10,000 $ 106 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 2 LS 15,000 $ 107 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 3 LS 5,000 $ 108 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 4 LS 30,000 $ 109 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 5 LS 3,000 $ 110 Greenbelt Site Furnishings/Amenities - Eng. Wood Fiber Playground Mulch SF 5,450 5 $ 27,250 $
111 Greenbelt Ornamental Landscape Plantings LS 20,000 $ 112 Multi-Use Path / Trail Signage (Single Post) EA 13 750 $ 9,750 $ 113 Roadway/Regulatory Signage (Single Post) EA 4 750 $ 3,000 $ 114 Object Marker, Type A EA 45 250 $ 11,250 $
115 Object Marker, Type B EA 25 450 $ 11,250 $
116 Traffic Striping / Markings LS 7,800 $
117 Revegetation Treatment, Type 1 (Organic Matter and Topsoil Salvage and Replacement) LS 102,200 $
118 Revegetation Treatment, Type 2 (Sod Salvage and Replacement) SY 4,730 25 $ 118,250 $ 97 119 Revegetation Treatment, Type 3 (Woody Vegetation Salvage and Processing) LS 48,300 $
120 Revegetation Treatment, Type 4 (Willow and Rose Salvage and Replacement) EA 100 50 $ 5,000 $
121 Revegetation Treatment, Type 5 (Seeding Mixes 1, 2, or 3 respectively identified as TT5-1, TT5-2, TT5-3) SY 22,710 10 $ 227,100 $ 122 Revegetation Treatment, Type 6 (Mulch Application - processed woody vegetation [TT3], and/or wood chips / tub grindings) SY 17,990 15 $ 269,850 $ 123 Revegetation Treatment, Type 7 (Coir 40/400 Netting Installation) SY 12,410 20 $ 248,200 $ Total Construction Cost: $12,279,435
10% Contingency: $1,228,000
Total Construction Cost Estimate: $13,507,435
98 DETAILED IMPLEMENTATION GRANT APPLICATION BUDGET & FUNDING DISTRIBUTION Applicant: City of South Lake Tahoe
Direct Project Administration Costs
Labor Compliance $12,000.00 LS 1 $12,000 $12,000.00 $ 12,000.00Quality Assurance ‐ Materials Testing $75,000.00 LS 1 $75,000 $75,000.00 $ 75,000.00Construction Administration $250,000.00 LS 1 $250,000 $209,507.00 $40,493.00 250,000.00 $ Non‐Construction‐Administration Costs Total: $337,000.00 $296,507.00 $40,493.00 337,000.00 $ Construction/Implementation
Mobilization (bonding, insurance, field office) $1,011,400.00 LS 1 $1,011,400 685,426.00 $ $ 68,543.00 $ 257,431.00 $ 1,011,400.00 Temporary Traffic Control $202,300.00 LS 1 $202,300 104,500.00 $ $ 97,800.00 $ 202,300.00Temporary Staging, Construction Access $50,600.00 LS 1 $50,600 13,750.00 $ $ 36,850.00 $ 50,600.00Construction Surveying and Staking $101,200.00 LS 1 $101,200 49,500.00 $ $ 51,700.00 $ 101,200.00Temporary Erosion, Water Pollution, Dust Control, and BMPs $200,500.00 LS 1 $200,500 104,500.00 $ $ 96,000.00 $ 200,500.00Temporary Barriers, Fencing, and Vegetation Protection $43,100.00 LS 1 $43,100 22,000.00 $ $ 21,100.00 $ 43,100.00Subsurface Facilities Location/Verification $103,700.00 LS 1 $103,700 27,500.00 $ $ 76,200.00 $ 103,700.00Pothole Subsurface facility (As Directed) $1,500.00 EA 10 $15,000 6,300.00 $ $ 8,700.00 $ 15,000.00Clearing and Grubbing $196,900.00 LS 1 $196,900 96,000.00 $ $ 100,900.00 $ 196,900.00Tree Removal (10" to 18" DHB Tree) $600.00 EA 275 $165,000 132,000.00 $ $ 33,000.00 $ 165,000.00Tree Removal (19" to 24" DHB Tree) $800.00 EA 31 $24,800 24,800.00 $ ‐ $ $ 24,800.00Tree Removal (25" to 35" DHB Tree) $1,200.00 EA 13 $15,600 15,600.00 $ ‐ $ $ 15,600.00Tree Removal (>36" DHB Tree) $1,500.00 EA 3 $4,500 $4,500.00 $ ‐ $ 4,500.00Remove Fence $10.00 LF 691 $6,910 5,528.00 $ $ 1,382.00 $ 6,910.00Remove Roadway Markers/Snow Poles $50.00 EA 20 $1,000 900.00 $ $ 100.00 $ 1,000.00Remove AC Surfaces, (e.g. asphalt pavements, roadways, driveways, walks, swales, dikes) $2.00 SF 84,820 $169,640 152,611.00 $ $ 17,029.00 $ 169,640.00 Remove Concrete Surfaces (e.g. curbs, driveways, walks, pads/aprons) $6.00 SF 100 $600 $600.00 $ ‐ $ 600.00
Remove Storm Drain Pipe (Up to 30" Dia.) $45.00 LF 942 $42,390 29,673.00 $ $ 12,717.00 $ 42,390.00Remove Storm Drain Pipe (Over 30" Dia.) $65.00 LF 130 $8,450 6,435.00 $ $ 2,015.00 $ 8,450.00Abandon Storm Drain Pipe (slurry cement backfill in‐place) $1,500.00 CY 130 $195,000 117,000.00 $ $ 78,000.00 $ 195,000.00Remove Storm Drain Minor Structure (e.g. drain inlets, basin outlets, pipe headwalls) $1,250.00 EA 36 $45,000 40,500.00 $ $ 4,500.00 $ 45,000.00 Remove Storm Drain Major Structure (e.g. concrete manholes, junction boxes, vaults) $1,500.00 EA 4 $6,000 5,400.00 $ $ 600.00 $ 6,000.00 Remove Remnant Concrete Structure (walls, slab, foundation base, footings) $3,000.00 LS 1 $3,000 2,700.00 $ $ 300.00 $ 3,000.00 Modify/Replace Storm Drain Structure/Junction Box Steel Frame & Cover (CSLT Facility) $3,500.00 LS 1 $3,500 3,150.00 $ $ 350.00 $ 3,500.00 Modify Storm Drain Inlet / Connect New Storm Drain Pipe (Caltrans Facility) $2,500.00 LS 1 $2,500 2,250.00 $ $ 250.00 $ 2,500.00

CONSTRUCTION COSTS
Unit Cost Units Prop 1 SWRCB Grant
Franchise Utility
Funded Work Total Project Cost
Construction Funding Distribution to Funding Sources
# of
Units Total Cost
Project Title: Tahoe Valley Greenbelt & Stormwater Improvement Project City ‐ Prop 1 SWRCB
Local Match Plus
Contingency Balance
Conservancy
Request Budget Category
99 Adjust Minor Utility Box to FG (e.g. meter box, valve can, pull box) $1,500.00 EA 8 $12,000 $ ‐ ‐ $ ‐ $ $12,000 12,000.00 $ Adjust Major Utility Vault / Manhole Covers to FG (e.g. junction vault frame and cover, manhole frame and cover) $2,000.00 EA 3 $6,000 $ ‐ ‐ $ ‐ $ $6,000 6,000.00 $ Utility Service Lateral Replacement (by contractor) ‐ Ex. Sanitary Sewer Service Lateral (STPUD) $2,500.00 EA 19 $47,500 42,750.00 $ $ ‐ 4,750.00 $ $ 47,500.00 Utility Service Lateral Replacement (by contractor) ‐ Ex. Domestic Water Service Lateral (STPUD) $3,500.00 EA 21 $73,500 $ ‐ ‐ $ ‐ $ $73,500 73,500.00 $ Utility Service Lateral Replacement (coordination w/ utility) ‐ Ex.

Natural Gas Service Lateral (Southwest Gas Corp.) $1,000.00 EA 29 $29,000 $                              ‐ ‐ $                               ‐ $ $29,000 29,000.00 $ Salvage & Reset Landscape Boulder in Work $250.00 EA 53 $13,250 4,770.00 $ $ 8,480.00 $ 13,250.00Remove, Salvage & Reset Fencing (As Directed or Authorized) $120.00 LF 200 $24,000 13,500.00 $ $ 10,500.00 $ 24,000.00Remove, Salvage & Reset Common Landscape/Site Facilities(Miscellaneous Project Areas) $10,000.00 LS 1 $10,000 5,000.00 $ $ 5,000.00 $ 10,000.00Remove, Replace and Protect Existing Landscape/Site Facilities,APN 023‐241‐40 (Irrigation, Sod, Signage, Parking Lot Striping) $5,000.00 LS 1 $5,000 2,500.00 $ $ 2,500.00 $ 5,000.00Removal of Unsuitable Subgrade Material (As Directed or Authorized) $150.00 CY 100 $15,000 7,650.00 $ $ 7,350.00 $ 15,000.00 Rock Fracture and Removal (As Directed or Authorized) $300.00 CY 50 $15,000 13,500.00 $ $                     ‐ 1,500.00 $ $ 15,000.00Earthwork ‐ South Bonanza Basin $90,400.00 LS 1 $90,400 81,360.00 $ $ 2,712.00 $ 6,328.00 $ 90,400.00Earthwork ‐ Margaret/D St Basin $62,800.00 LS 1 $62,800 54,090.00 $ $ 1,803.00 $ 6,907.00 $ 62,800.00Earthwork ‐ North Bonanza Basin $588,600.00 LS 1 $588,600 521,190.00 $ $ 17,373.00 $ 50,037.00 $ 588,600.00Earthwork ‐ Helen Basin / Greenbelt Meadow Complex $676,700.00 LS 1 $676,700 532,350.00 $ $ 17,745.00 $ 126,605.00 $ 676,700.00Earthwork ‐ Vegetated Swale (James/Eloise Site) $35.00 LF 550 $19,250 17,325.00 $ $ 578.00 $ 1,347.00 $ 19,250.00Rockery Wall (qty. per square foot wall face) $100.00 SF 1944 $194,400 174,960.00 $ $ 13,122.00 $ 6,318.00 $ 194,400.0018" DIA. HDPE Storm Drain Pipe $150.00 LF 970 $145,500 96,030.00 $ $ 10,670.00 $ 38,800.00 $ 145,500.0024" DIA. HDPE Storm Drain Pipe $180.00 LF 740 $133,200 93,240.00 $ $ 10,360.00 $ 29,600.00 $ 133,200.0030" DIA. HDPE Storm Drain Pipe $225.00 LF 2160 $486,000 349,920.00 $ $ 38,880.00 $ 97,200.00 $ 486,000.0024" DIA. HDPE Storm Drain, Perforated Pipe Sub‐Drain $190.00 LF 880 $167,200 118,800.00 $ $ 13,200.00 $ 35,200.00 $ 167,200.0030" DIA. HDPE Storm Drain, Perforated Pipe Sub‐Drain $235.00 LF 960 $225,600 159,840.00 $ $ 17,760.00 $ 48,000.00 $ 225,600.0018" DIA. RCP Storm Drain Pipe $180.00 LF 200 $36,000 24,300.00 $ $ 2,700.00 $ 9,000.00 $ 36,000.0024" DIA. RCP Storm Drain Pipe $200.00 LF 110 $22,000 17,325.00 $ $ 1,925.00 $ 2,750.00 $ 22,000.0030" DIA. RCP Storm Drain Pipe $250.00 LF 110 $27,500 19,800.00 $ $ 2,200.00 $ 5,500.00 $ 27,500.0023" x 14" RCEP Culvert $200.00 LF 215 $43,000 38,700.00 $ $                     ‐ 4,300.00 $ $ 43,000.0034" x 22" RCEP Culvert $225.00 LF 110 $24,750 22,275.00 $ $                     ‐ 2,475.00 $ $ 24,750.0045" x 29" RCEP Culvert $275.00 LF 50 $13,750 12,375.00 $ $                     ‐ 1,375.00 $ $ 13,750.00Slurry Cement (structural backfill / shallow pipe installations) $500.00 CY 270 $135,000 60,750.00 $ $ 6,750.00 $ 67,500.00 $ 135,000.00Storm Drain FES (match culvert size/material type) $2,500.00 EA 22 $55,000 29,700.00 $ $ 3,300.00 $ 22,000.00 $ 55,000.0036" x 24" RCBC $700.00 LF 60 $42,000 37,800.00 $ $                     ‐ 4,200.00 $ $ 42,000.00Reinforced Concrete Headwalls (for 36" x 24" RCBC) $2,500.00 CY 10 $25,000 22,500.00 $ $                     ‐ 2,500.00 $ $ 25,000.0048" DIA. Storm Drain Manhole $8,500.00 EA 13 $110,500 76,050.00 $ $ 8,450.00 $ 26,000.00 $ 110,500.0060" DIA. Storm Drain Manhole $10,000.00 EA 7 $70,000 53,550.00 $ $ 5,950.00 $ 10,500.00 $ 70,000.0072" DIA. Storm Drain Manhole $12,000.00 EA 1 $12,000 9,450.00 $ $ 1,050.00 $ 1,500.00 $ 12,000.0072" DIA. Storm Drain Manhole w/ Diverter $15,000.00 EA 1 $15,000 12,150.00 $ $ 1,350.00 $ 1,500.00 $ 15,000.00 100
96" DIA. Storm Drain Manhole $18,000.00 EA 1 $18,000 14,400.00 $ $ 1,600.00 $ 2,000.00 $ 18,000.00 Drainage Inlet, Type 1 ‐ Sediment Trap $5,500.00 EA 7 $38,500 28,350.00 $ $ 3,150.00 $ 7,000.00 $ 38,500.00Drainage Inlet, Type 2 ‐ Sediment Trap $5,000.00 EA 17 $85,000 61,200.00 $ $ 6,800.00 $ 17,000.00 $ 85,000.00Drainage Inlet, Type 3 $6,500.00 EA 4 $26,000 16,200.00 $ $ 1,800.00 $ 8,000.00 $ 26,000.00Drainage Inlet, Type 4 $6,000.00 EA 4 $24,000 14,400.00 $ $ 1,600.00 $ 8,000.00 $ 24,000.00Basin Outlet Structure $10,000.00 EA 5 $50,000 45,000.00 $ $                     ‐ 5,000.00 $ $ 50,000.00Rock Lined Low Flow Swale $30.00 LF 2763 $82,890 74,600.00 $ $                     ‐ 8,290.00 $ $ 82,890.00Concrete Curb & Gutter (Vertical Battered) $85.00 LF 142 $12,070 10,863.00 $ $                     ‐ 1,207.00 $ $ 12,070.00Concrete Curb & Gutter (Rolled) $85.00 LF 20 $1,700 1,530.00 $ $                        ‐ 170.00 $ $ 1,700.00Concrete Curb Transition (Type 1, Curb End) $500.00 EA 14 $7,000 6,300.00 $ $                        ‐ 700.00 $ $ 7,000.00Riprap ‐ Rock Weir, Rock Dissipater/Transitions, Rock Check Dams, RSP, & Drainage Erosion Protections $250.00 CY 780 $195,000 175,500.00 $ $                   ‐ 19,500.00 $ $ 195,000.00 Road Shoulder Stabilization (Cement Treated Permeable Base) $250.00 TON 400 $100,000 63,000.00 $ $ 7,000.00 $ 30,000.00 $ 100,000.00Concrete Sidewalk $35.00 SF 1715 $60,025 $                              ‐ ‐ $ $ 60,025.00 $ 60,025.00Concrete Driveway / Aprons $40.00 SF 280 $11,200 $                              ‐ ‐ $ $ 11,200.00 $ 11,200.00HMA Paving ‐ Trench/Road Patch (4‐INCH, 2 LIFTS ‐ Type A, PG 64‐ 28M, 1/2" aggregate) $400.00 TON 2130 $852,000 527,175.00 $ $ 58,575.00 $ 266,250.00 $ 852,000.00 HMA Paving ‐ Driveway Patch/Repairs (3‐INCH, 1 LIFT ‐ Type A, PG 64‐28, 1/2" aggregate) ‐ (As Directed or Authorized) $15.00 SF 1500 $22,500 20,250.00 $ $                     ‐ 2,250.00 $ $ 22,500.00 HMA Paving ‐ Roadside AC Swale, and F St. Drainage "V" Ditch (3‐ INCH, 1 LIFT ‐ Type A, PG 64‐28, 1/2" aggregate) $15.00 SF 5580 $83,700 75,330.00 $ $                     ‐ 8,370.00 $ $ 83,700.00 HMA Paving ‐ Multi‐Use Trail (3‐INCH, 1 LIFT ‐ Type A, PG 64‐28M, 3/8" aggregate) $450.00 TON 790 $355,500 $                              ‐ ‐ $ $ 355,500.00 $ 355,500.00 Multi‐Use Path Edging (2"x6" Treated Lumber) $188,400.00 LS 1 $188,400 $                              ‐ ‐ $ $ 188,400.00 $ 188,400.00Concrete Permeable Unit Pavers $60.00 SF 5950 $357,000 $                              ‐ ‐ $ $ 357,000.00 $ 357,000.00Concrete Edge/Band $35.00 LF 363 $12,705 $                              ‐ ‐ $ $ 12,705.00 $ 12,705.00Decomposed Granite Walking Trail (6‐ft width) $40.00 LF 960 $38,400 $                              ‐ ‐ $ $ 38,400.00 $ 38,400.00Elevated Boardwalk (12‐ft clear width) $2,500.00 LF 391 $977,500 232,650.00 $               ‐ $ $ 744,850.00 $ 977,500.00Boardwalk Abutment / At‐Grade Trail Transition $15,000.00 EA 4 $60,000 20,000.00 $                 ‐ $ $ 40,000.00 $ 60,000.00Boardwalk GuardRailing $250.00 LF 782 $195,500 77,750.00 $                 ‐ $ $ 117,750.00 $ 195,500.00Pedestrian GuardRailing $275.00 LF 506 $139,150 64,619.00 $                 ‐ $ $ 74,531.00 $ 139,150.00Log Drainage Crossing Structure $7,500.00 LS 1 $7,500 3,750.00 $                    ‐ $ $ 3,750.00 $ 7,500.00Wood/Timber Steps $100.00 SF 40 $4,000 $                              ‐ ‐ $ $ 4,000.00 $ 4,000.00Buck and Pole Fencing $85.00 LF 1523 $129,455 64,728.00 $                 ‐ $ $ 64,727.00 $ 129,455.00Landscape Boulder (Import) $350.00 EA 153 $53,550 $                              ‐ ‐ $ $ 53,550.00 $ 53,550.00Pipe Bollard ‐ Removable $1,500.00 EA 6 $9,000 $                              ‐ ‐ $ $ 9,000.00 $ 9,000.00Greenbelt Irrigation System $40,000.00 LS 1 $40,000 20,000.00 $                 ‐ $ $ 20,000.00 $ 40,000.00Electrical Service Pedestal (Lighting System) $15,000.00 LS 1 $15,000 $                              ‐ ‐ $ $ 15,000.00 $ 15,000.00Electrical Conduits/Conductors & Improvements (Lighting System) $150,000.00 LS 1 $150,000 $                              ‐ ‐ $ $ 150,000.00 $ 150,000.00Lighting Pole and Luminare (Lighting System) $10,000.00 EA 32 $320,000 $                              ‐ ‐ $ $ 320,000.00 $ 320,000.00Greenbelt Site Furnishings/Amenities ‐ Bench $2,500.00 EA 16 $40,000 $                              ‐ ‐ $ $ 40,000.00 $ 40,000.00Greenbelt Site Furnishings/Amenities ‐ Trash & Recycling Receptacle $3,000.00 EA 5 $15,000 $                              ‐ ‐ $ $ 15,000.00 $ 15,000.00 Greenbelt Site Furnishings/Amenities ‐ Dog Waste Station $750.00 EA 4 $3,000 $                              ‐ ‐ $ $ 3,000.00 $ 3,000.00 101
Greenbelt Site Furnishings/Amenities ‐ Trailhead Kiosk (One Sided) $5,000.00 EA 1 $5,000 $                              ‐ ‐ $ $ 5,000.00 $ 5,000.00 Greenbelt Site Furnishings/Amenities ‐ Trailhead Kiosk (Two Sided) $7,500.00 EA 1 $7,500 $                              ‐ ‐ $ $ 7,500.00 $ 7,500.00Greenbelt Site Furnishings/Amenities ‐ Interpretive Signage $5,000.00 LS 1 $5,000 $                              ‐ ‐ $ $ 5,000.00 $ 5,000.00Greenbelt Site Furnishings/Amenities ‐ Bicycle Rack $1,500.00 EA 9 $13,500 $                              ‐ ‐ $ $ 13,500.00 $ 13,500.00Greenbelt Site Furnishings/Amenities ‐ Bicycle Repair Stand $2,000.00 EA 3 $6,000 $                              ‐ ‐ $ $ 6,000.00 $ 6,000.00Greenbelt Site Furnishings/Amenities ‐ Playground Structure, Type 1 $10,000.00 LS 1 $10,000 $                              ‐ ‐ $ $ 10,000.00 $ 10,000.00 Greenbelt Site Furnishings/Amenities ‐ Playground Structure, Type 2 $15,000.00 LS 1 $15,000 $                              ‐ ‐ $ $ 15,000.00 $ 15,000.00 Greenbelt Site Furnishings/Amenities ‐ Playground Structure, Type 3 $5,000.00 LS 1 $5,000 $                              ‐ ‐ $ $ 5,000.00 $ 5,000.00 Greenbelt Site Furnishings/Amenities ‐ Playground Structure, Type 4 $30,000.00 LS 1 $30,000 $                              ‐ ‐ $ $ 30,000.00 $ 30,000.00 Greenbelt Site Furnishings/Amenities ‐ Playground Structure, Type 5 $3,000.00 LS 1 $3,000 $                              ‐ ‐ $ $ 3,000.00 $ 3,000.00 Greenbelt Site Furnishings/Amenities ‐ Eng. Wood Fiber PlaygroundMulch $5.00 SF 5450 $27,250 $                              ‐ ‐ $ $ 27,250.00 $ 27,250.00Greenbelt Ornamental Landscape Plantings $20,000.00 LS 1 $20,000 $                              ‐ ‐ $ $ 20,000.00 $ 20,000.00Multi‐Use Path / Trail Signage (Single Post) $750.00 EA 13 $9,750 $                              ‐ ‐ $ $ 9,750.00 $ 9,750.00Roadway/Regulatory Signage (Single Post) $750.00 EA 4 $3,000 $                              ‐ ‐ $ $ 3,000.00 $ 3,000.00Object Marker, Type A $250.00 EA 45 $11,250 4,838.00 $ $ 1,125.00 $ 5,287.00 $ 11,250.00Object Marker, Type B $450.00 EA 25 $11,250 4,838.00 $ $ 1,125.00 $ 5,287.00 $ 11,250.00Traffic Striping / Markings $7,800.00 LS 1 $7,800 $                              ‐ ‐ $ $ 7,800.00 $ 7,800.00Revegetation Treatment, Type 1 (Organic Matter and Topsoil Salvage and Replacement) $102,200.00 LS 1 $102,200 91,980.00 $ $ 10,220.00 $ 102,200.00 Revegetation Treatment, Type 2 (Sod Salvage and Replacement) $25.00 SY 4730 $118,250 106,425.00 $ $ 11,825.00 $ 118,250.00Revegetation Treatment, Type 3 (Woody Vegetation Salvage and Processing) $48,300.00 LS 1 $48,300 43,470.00 $ $ 4,830.00 $ 48,300.00 Revegetation Treatment, Type 4 (Willow and Rose Salvage and Replacement) $50.00 EA 100 $5,000 4,500.00 $ $ 500.00 $ 5,000.00 Revegetation Treatment, Type 5 (Seeding Mixes 1, 2, or 3 respectively identified as TT5‐1, TT5‐2, TT5‐3) $10.00 SY 22710 $227,100 204,390.00 $ $ 22,710.00 $ 227,100.00 Revegetation Treatment, Type 6 (Mulch Application ‐ processed woody vegetation [TT3], and/or wood chips / tub grindings) $15.00 SY 17990 $269,850 242,865.00 $ $ 26,985.00 $ 269,850.00 Revegetation Treatment, Type 7 (Coir 40/400 Netting Installation) $20.00 SY 12410 $248,200 223,380.00 $ $ 24,820.00 $ 248,200.00 Construction Totals: $12,279,435 $6,922,904 $395,783 $4,840,248 $120,500 $12,279,435 10% Contingency of Construction Items Only: $1,227,944 $743,919 $484,025 $1,227,944 Non‐Construction Management and Administration Costs: $337,000 $296,507.00 $40,493.00 $337,000 $13,844,379 $6,922,904 $1,436,209 $5,364,766 $120,500 $13,844,379 102
From: Prop 1@CCC
To: Hilary Roverud; Prop 1@CCC; [email protected] Cc: Jason Burke; Chuck Taylor; Stan Hill; Hsieh, Wei@CCC; Martinez, John@CCC; Hanson, Mark@CCC Subject: RE: Prop 1 consultation
Date: Tuesday, September 22, 2015 10:14:35 AM
Attachments: image002.png
image003.png
Hi Hilary,
John Martinez, the Center Director at our CCC Tahoe location has responded to the partnership for your project: Tahoe Valley Watershed Management and Greenbelt Project. The CCC can assist in the improvement work activities in the Greenbelt area.

Please include the Consultation Review Document below with your project application as proof that you reached out to the CCC. Feel free to contact John Martinez [email protected] directly if you have project-specific questions and when your project receives funding.

California Conservation Corps
Proposition 1 - Water Bond
Consultation Review Document
Applicant has submitted the required information by email to the California Conservation Corps (CCC):
ü Yes
(applicant has submitted all necessary information to CCC) After consulting with the project applicant, the CCC has determined the following:
ü It is feasible for the CCC to be used on the project and the following aspects of the project can be accomplished (deemed compliant).
· The CCC can assist in the improvement work activities in the Greenbelt area.

APPLICANT WILL INCLUDE THIS DOCUMENT AS PART OF THE PROJECT APPLICATION.

Thank you,
ATTACHMENT 11
103
Wei Hsieh, Manager
Programs & Operations Division
California Conservation Corps
1719 24th Street
Sacramento, CA 95816
(916) 341-3154
[email protected]
From: Hilary Roverud [mailto:[email protected]]
Sent: Thursday, September 17, 2015 2:36 PM
To: Prop 1@CCC; [email protected]
Cc: Jason Burke; Chuck Taylor; [email protected]
Subject: Prop 1 consultation
Good afternoon! Please find the attached Corps Consultation Review Document, Project Description, and Location Map as a submittal for the City of South Lake Tahoe, Tahoe Valley Watershed Management and Greenbelt Project. Please let me know if you need any additional information. Thank you!
Hilary Roverud, AICP
Deputy Director of Development Services
City of South Lake Tahoe
1052 Tata Lane
South Lake Tahoe, CA 96150
phone: (530) 542-6024
fax: (530) 541-7524
email: [email protected]
Please note that my regular work days are Mondays, Tuesdays, and Thursdays each week. I may not be able to respond immediately to emails received on Wednesdays and Fridays. Thank you! ATTACHMENT 11
104
October 8, 2015
California Tahoe Conservancy
Attention: Proposition 1 Grant Program
1061 Third Street
South Lake Tahoe, CA 96150
Re: Support for City of South Lake Tahoe’s
Tahoe Valley Greenbelt Project
Dear Grant Application Review Team:

The Lake Tahoe South Shore Chamber of Commerce (TahoeChamber) was actively engaged in development of the City of South Lake Tahoe’s Tahoe Valley Area Plan (TVAP). We were pleased to testify in support of Plan adoption at the City Planning Commission, City Council, and throughout the TRPA review and approval process, leading to adoption by the Agency’s Governing Board.

Consistent with this advocacy, we are pleased to convey our endorsement of the City’s Tahoe Valley Greenbelt Project grant application. The Greenbelt is an area of vacant land within the larger watershed catchment where the City is proposing to implement SEZ restoration, floodplain rehabilitation, treatment and infiltration of urban runoff, groundwater recharge, pedestrian and bicycle network improvements.

Restoration areas will be integrated with bicycle and pedestrian paths and public gathering places, as well as other amenities such as gardens, public art, playground and passive recreation. The Greenbelt project also includes an area-wide stormwater treatment system that would reduce pollutant loads entering Lake Tahoe from the Tahoe Valley drainage area.

Essential elements for the foundation of this project have been put in place. In coordination with the City, the Tahoe Resource Conservation District (TRCD) retained the services of consultant R.O. Anderson to develop conceptual design alternatives and organize meetings with the adjacent commercial property and business owners in an effort to ensure input and support and potentially develop a public-private private financing partnership.

The City’s proposed Greenbelt project aligns well with CTC’s Prop 1 grant focus areas of Ecosystem and Watershed Management and Sustainable Communities.

TahoeChamber respectfully encourages you to advance this project with your recommendation of grant funding for the Tahoe Valley Greenbelt Project.

Sincerely,
Patrick Atherton
Chair, Government Affairs Committee
ATTACHMENT 13
105
ATTACHMENT 13
106
ATTACHMENT 13
107
06/30/2020
City of South Lake Tahoe
1740 D Street
South Lake Tahoe, CA 96150
RE: Letter of Support for City of South Lake Tahoe Proposition 1 Storm Water Grant Program – Round 2 Implementation Grant Application: Tahoe Valley Stormwater and Greenbelt Improvement Project
Dear Grant Selection Committee:

Please accept this letter in support of the City of South Lake Tahoe Proposition 1 Storm Water Grant Program (SWGP) Round 2 Implementation application for the Tahoe Valley Stormwater and Greenbelt Improvement Project. The Tahoe Regional Planning Agency considers this a vital multi-benefit storm water improvement project for the Tahoe region and the implementation funding request will enable the City to move forward with this important lake-saving project. In addition to reducing sediment loads in accordance with the Lake Tahoe Total Maximum Daily Load (TMDL), the project provides a multitude of additional benefits from the ‘nature-based’ approach to storm water treatment, including:
- Incorporating green infrastructure practices to infiltrate and evapotranspire runoff; - Create storm water treatment facilities with native vegetation and infiltration to treat and remove storm water pollutants identified by the Lake Tahoe TMDL; - Providing expanded public areas and green space that incorporate restored native habitat; and - Improving pedestrian and bicycle networks with all-weather crossings and new trail connections to reduce greenhouse gas emissions.

The multi-benefit greenbelt approach applies an innovative integration of habitat restoration, expanded natural floodplain area for increased climate resiliency, urban runoff treatment systems designed to mimic natural filtration, increase infiltration of runoff for groundwater recharge, improve bicycle and pedestrian trails to reduce greenhouse gas emissions, and enhance recreational and public use areas.

If you have any questions, please contact me directly at [email protected] or (775)589-5282.

Sincerely,
Shay Navarro
Stormwater Program Manager
108
Tahoe Valley Stormwater and Greenbelt Improvement Project City of So uth Lake Tahoe Project Monitoring and Reporting Plan
Lake Tahoe TMDL and PLRM
The Lake Tahoe Total Maximum Daily Load (TMDL) seeks to effectively guide efforts to restore the historic clarity within Lake Tahoe so that people may once again see the depths of nearly 100 feet. The Lake Tahoe TDML was developed by the Lahontan Regional Water quality Control Board and the Nevada Division of Environmental Protection (NDEP). The Lake Tahoe TMDL was approved by the SWRCB and the U.S. EPA. The Lake Clarity Tracker is the central hub for information related to the Lake Tahoe TMDL Program, and is available online: https://clarity.laketahoeinfo.org/.

The Lake Tahoe Pollutant Load Reduction Model (PLRM) was developed by the Lahontan Regional Water Quality Control Board and NDEP to assist with quantifying annual average load reductions that can be achieved through various stormwater treatment systems. PLRM is a hydrologic and pollutant load generation model that estimates annual average storm water pollutant loads for Tahoe Basin urban lands. The tool is used to quantify pollutant load reductions achieved through implementing pollutant controls and stormwater treatment systems at a catchment scale and is the framework for documenting compliance with the Lake Tahoe TDML.

The PLRM Model Development Document is online:
https://clarity.laketahoeinfo.org/FileResource/DisplayResource/9b99f866-a107-4273-98ec-628dc8505de8 The Lake Tahoe INFO Stormwater Tools is the online platform for Lake Tahoe TMDL compliance:
https://stormwater.laketahoeinfo.org/
The PLRM model schematic is used for the process flow schematic. Outputs from the PLRM for the Project are shown on the following pages
109
Tahoe Valley Stormwater and Greenbelt Improvement Project City of So uth Lake Tahoe 110
Tahoe Valley Stormwater and Greenbelt Improvement Project City of So uth Lake Tahoe Annual Quantifiable Benefits Summary Table
(1) Project Name: Tahoe Valley Greenbelt and Stormwater Improvement Project Quantifiable Benefits
Benefit
(3) Type of Benefit
Claimed:

Increased infiltration and
treatment of runoff Decreased Flood Risk
Enhanced recreational
and public use areas
(4) Units of the Claimed
Benefit: Acre-feet per year of runoff
infiltrated, lbs/yr removed of
fine sediment particles, TN
and TP.

Depth of highway flooding
reduced and acre-feet per
year of runoff infiltrated
Square feet of new and
enhanced public use plaza
(5) Average Annual Benefit Quantity: 27 Acre-feet/yr. runoff infiltrated 33,000 lbs/yr FSP removed
121 lbs/yr TP removed
380 llbs/yr TN removed
*all numbers are average
annual numbers from
PLRM*
27 Acre-feet/yr. (average
annual) runoff infiltrated
Elimination of 0.25 to 1.0
feet max depth of standing
water on roadways for the
10-yr, 24 hrs design storm
Approximately 3,000
square feet of new public
use area
Comments:

The Lake Tahoe Pollutant Load Reduction Model was used to determine the amount of runoff infiltrated, and lbs/yr removed of fine sediment particles, Total Nitrogen
(TN) and Total Phosphorus (TP). The PLRM was developed by the Lahontan Regional Water Quality Control Board for the Lake Tahoe TMDL using 18 years of historic meteorological data. 111
112
113
1061 Third Street, South Lake Tahoe, California 96150
phone: 530-542-5580 fax: 530-542-5567 e-mail: [email protected] web: www.tahoe.ca.gov December 9, 2021
Stan Hill, PE
Engineering Division Manager
City of South Lake Tahoe
VIA EMAIL: [email protected]
RE: Proposition 1 Application – Tahoe Valley Stormwater and Greenbelt Improvement Project Implementation Grant
Dear Stan:

A team of Conservancy staff performed a review of all applications received through our Proposition 1 grant solicitation. As part of their review, they identified some items in your application that require either clarification or supplemental information prior to providing funding from Proposition 1 or from other viable funding sources, if appropriate. These items are:

2. Please describe the project components which you plan to implement to achieve the discussed floodplain, wildlife habitat, and SEZ restoration benefits.

3. Please identify the floodplain and SEZ restoration areas on a map.

4. Please describe how you will measure the success of the ecosystem restoration areas through surveys or other methods.

5. As stated in the solicitation, the Conservancy anticipates being able to award up to $650,000 in Proposition 1 funding for projects under this funding round. Please expand on the following:
a. Please provide a grant budget for a reduced award consistent with the table included in item 11 of the solicitation. b. Proposition 1 requires that projects provide multiple benefits above and beyond regulatory requirements such as TMDL.

Please provide additional explanation of anticipated project features and benefits to meet this requirement if the City is unable to secure the additional funding to complete the entire project.

B O A R D M E M B E R S

NATURAL RESOURCES AGENCY
Wade Crowfoot, Secretary
Elizabeth Williamson, Designee

DEPARTMENT OF FINANCE
Keely Bosler, Director
Gayle Miller, Designee

SENATE PUBLIC MEMBER
Jay Hansen

ASSEMBLY PUBLIC MEMBER
Adam Acosta

CITY OF SOUTH LAKE TAHOE
Tamara Wallace

EL DORADO COUNTY
Sue Novasel, Chair

PLACER COUNTY
Cindy Gustafson, Vice Chair
U.S. FOREST SERVICE (ex-officio)
Bill Jackson

JANE FREEMAN
Acting Executive Director
114
1061 Third Street, South Lake Tahoe, California 96150
phone: 530-542-5580 fax: 530-542-5567 e-mail: [email protected] web: www.tahoe.ca.gov

6. Please provide an email from the current leadership at the California Conservation Corps Tahoe Center to confirm if they will still honor their commitment from 2015.

7. Please provide the adopted resolution from the November 2, 2021 City Council meeting.

Please provide this information by Friday, January 7, 2021 so that the Review Team may consider it during their scoring of applications.

Sincerely,
Jen Greenberg
Associate Environmental Planner
California Tahoe Conservancy, Natural Resources Program 115
1740 D Street │ South Lake Tahoe, CA 96150 │ (530) 542-6030 │www.cityofslt.us Public Works Department
January 7, 2022
Jen Greenberg
Associate Environmental Planner
California Tahoe Conservancy
VIA EMAIL: [email protected]
RE: Supplemental Information request for the Proposition 1 Application – Tahoe Valley Stormwater and Greenbelt Improvement Project Implementation Grant Dear Jen Greenberg:

Thank you for the opportunity to provide clarification or supplemental information to address questions regarding the City’s Proposition 1 – Round 4 Tahoe Valley Stormwater and Greenbelt Improvement Project implementation grant application. A response to each item identified in your December 9, 2021 supplemental information request letter is included below:

1. Please provide quantities (estimated or projected) for the performance measures listed in your application, including:
a. Acres of SEZ restored
b. Linear feet of improved or new pedestrian and bicycle paths 1a. The Tahoe Valley Greenbelt & SWIP can be described as consisting of three distinct areas as follows:
• Area 1 – Area located west of Emerald Bay Road (Bonanza) • Area 2 – Greenbelt area located between Emerald Bay Road and Lake Tahoe Blvd. (Greenbelt)
• Area 3 – Area located between Lake Tahoe Blvd and Tahoe Keys Blvd. (N of Hwy 50)
SEZ Restored:
• Area 1: 1.8 Acres
• Area 2: 2.01 Acres
• Area 3: 0.26 Acres
See attached exhibits showing how these figures were derived (Attachment 1 - SEZ Restoration Maps).
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Page 2 ends

1b. The Greenbelt area of the Project (Area 2) includes reconstruction of existing bike & pedestrian trails current Class 1 bike trail standards and construction of new bike & pedestrian paths. In addition to the paved Class 1 bike paths the Project includes pedestrian paths that extend around the southwesterly end of the Greenbelt area, as shown in the Greenbelt page of Attachment 1.

Class 1 Pedestrian & Bike Paths: 3,480 linear feet
DG Pedestrian Trails: 1,038 linear feet

2. Please describe the project components which you plan to implement to achieve the discussed floodplain, wildlife habitat, and SEZ restoration benefits.

The project includes a variety of wet basins (also referred to as constructed wetlands, as defined by the PLRM) in Upper Greenbelt area, Central Greenbelt Area and the constructed vegetated swales noted as “James Swale” and “Eloise Swale” and as shown in the Monitoring and Reporting Plan. During the 30% Conceptual design phase of the project, alternatives for the project were presented to the Technical Advisory Committee (TAC) meetings, which included multiple staff from the Conservancy including Stuart Roll, Kevin Prior, and Scott Cecchi, among others. As noted in the 2016 TAC documented meeting minutes, the “Mountain Meadow” alternative was selected as the preferred alternative, with a focus on creating seasonally wet meadows which meet the TRPA SEZ criteria established in TRPA Code of Ordinance 53.9.1 (SEZ Identification) by creating and expanding areas with at least one of the two following SEZ characteristics defined in section 53.9.1:
- Near surface groundwater with evidence of perennial, ephemeral, and intermittent surface flow, and/or,
- Primary Riparian Vegetation
The project specifications include TRPA approved SEZ seed mixes, which were developed consistent with primary riparian vegetation known to thrive in SEZ habitat within the Lake Tahoe basin. As required by the project construction document specifications, successful plant establishment of primary riparian vegetation is a requirement in the project specifications and the associated post-construction stabilization requirements of the Stormwater Pollution Prevention Plan (SWPPP) required by Lahontan. The project plans include mass grading to open the greenbelt area to allow for expanded wet floodplain area within the Upper Greenbelt and Central Greenbelt area (as defined in the PLRM modelling). Expanding the wetted footprint of these basins through mass grading and revegetation using SEZ plants will not only provide for additional water quality through increased contact with seasonal wet meadow vegetation but will also provide additional flood storage and expanded width of the floodplain in this portion of the project, along with SEZ restoration.

As noted on the Conservancy “Watershed & Stream Environment Zones” webpage:
“While SEZs may only make up 5% of the land area in the Basin, they provide key habitat for 84% of the 250 wildlife species in the Basin and can help to reduce sediment and nutrient runoff concentrations by 70-90%. In addition to these enormous resource benefits, SEZs can also provide dispersed recreation opportunities, scenic open space, flood flow capacity, and buffers within urban areas.” By increasing SEZ areas through restoration and expansion shown in Attachment 1, the project will inherently provide wildlife habitat benefit.
117

Page 3 ends

3. Please identify the floodplain and SEZ restoration areas on a map.

Attached with this response letter are three PDF drawings showing the location of the restored SEZ and tables on each sheet listing the restored SEZ area in acres (Attachment 1). Since these areas coincide with designated FEMA floodplains, the expanded SEZ will also provide for floodplain function within the same feature footprint.

4. Please describe how you will measure the success of the ecosystem restoration areas through surveys or other methods.

The project specifications include specifically selected SEZ seed mixes based on the TRPA approved SEZ seed lists. As noted in TRPA Code of Ordinances section 53.9.1 (SEZ Identification), successful establishment of SEZ primary riparian vegetation and routing seasonal and ephemeral surface runoff flow through the basins, the project will achieve SEZ ecosystem restoration expansion and success. The post-construction soil stabilization requirements of the SWPPP and project specifications require successful SEZ plant establishment once construction is completed. It is not anticipated that additional surveys would be required to document SEZ establishment.

A grant budget with up to $650,000 in Proposition 1 grant funding is attached.

The updated Project budget schedule respectively breaks out the funding needed for Phase 1 and Phase 2, included as Attachments 2 and 3. The format of the grant budget was revised to divide the overall project up into two construction phases. Phase 1 of the project includes Area 1 and Area 2 as described in supplemental question #1a. Phase 1 is scheduled to be bid and constructed in 2022. Phase 2 is scheduled to be bid and constructed in 2023. Therefore, we have one additional year to acquire the remaining grant funding needed to construct Phase 2.

In the interest of simplifying the grant budget, Phase 1 budget consists of grant funding from the SWRCB, Proposition 1 and local funding to fulfill the City’s match requirement.

Therefore, no CTC Proposition 1 grant funding is being proposed to fund Phase 1.

However, if expending the CTC Proposition 1 grant funding in 2022 is essential, the bid schedule can be revised as necessary.

The $650,000 of possible CTC sponsored Proposition 1 grant funding is included with Phase 2 (Attachment 3). A funding source titled, “Unfunded Amount” was added to the funding sources and represents additional grant funding the City will acquire within the next year. The participation level (percent) of a funding source contributing to a construction line item was applied to the funding sources as considered reasonably applicable. Therefore, the CTC Prop. 1 grant funding is spread out over many construction line items.
118

Page 4 ends

b. Proposition 1 requires that projects provide multiple benefits above and beyond regulatory requirements such as TMDL. Please provide additional explanation of anticipated project features and benefits to meet this requirement if the City is unable to secure the additional funding to complete the entire project.

The methodology applied to divide the funding sources to various construction line items demonstrates the City’s commitment to completing the entire project. We are working on submitting a Clean California Grant Program application at the end of this month and will continue to seek additional funding as necessary until the Project is fully funded. If we do not succeed with acquiring the needed balance of grant funding in time to meet the 2023 construction bidding deadline, we foresee dividing Phase 2 into Phase 2A and 2B (or a Phase 3) to allow completion of improvements that can be constructed with the available funding at the time of bid.

The Project bid documents, including the bid schedule will require reconfiguring to fund the completion of discrete construction line items. However, the City is committed to completing all the Project improvements; therefore, the multi-benefit community improvements project description will remain intact and the City will continue to seek out funding from reasonably foreseeable future sources such as the Reauthorized Lake Tahoe Restoration Act (LTRA), additional rounds and returned funds from the South Nevada Public Land Management Act (SNPLMA), and upcoming funds from the recently approved federal Bipartisan Infrastructure Law.

The approach noted herein for completing the entire Project is not different than most of the projects the City initiates. Typically, the City acquires planning grant funding and invests time and resources to develop PS&E documents and seeks implementation funding as the planning and design phase of project development nears completion.

The major difference with the Tahoe Valley Greenbelt and SWIP is the size and cost of the project improvements. Dividing the Project into construction phases will allow construction of improvements we have funding to complete. Noting we have one full year to acquire sufficient funding to bid and construct Phase 2 does not significantly depart from City procedures to fund project implementation of shovel ready projects.

6. Please provide an email from the current leadership at the California Conservation Corps Tahoe Center to confirm if they will still honor their commitment from 2015.

This request has been submitted to the CCC, and preliminary response from the current Conservation Supervisor at the CCC Tahoe Center indicates it seems likely the CCC will be able to assist (see Attachment 4), which will be confirmed through the full consultation process. As of the date of this letter, the City has not received the formal response and when the CCC provides a full consultation response, it will be provided to the Conservancy.

7. Please provide the adopted resolution from the November 2, 2021 City Council meeting.

A copy of the City Council resolution confirming the City’s support of the Project was previously sent to Jen Greenberg. However, an additional copy is attached hereto in the interest of being certain we have fulfilled this requirement. 119

Page 5 ends

Thank you for the continued support of this priority multi-benefit Environmental Improvement Project to protect and restore Lake Tahoe and improve the surrounding community.

Sincerely,
Stan Hill, P.E.

Engineering Division Manager
ATTACHMENTS:
• Attachment 1 – SEZ Restoration Maps
• Attachment 2 – Phase 1 Project Budget
• Attachment 3 – Phase 2 Project Budget
• Attachment 4 – Preliminary response email from CCC
• Attachment 5 – City Council Resolution from 11/2/21
120

TATA LANE

DEDI AVENUE
F ST. D ST.

MARGARET AVENUE

BONANZA AVENUE
EMERALD BAY RD. 7 5 7
1B 7
1B
F ST. D ST.

BONANZA AVENUE

SOUTH BONANZA BASIN

D ST BASIN
032-141-002 CALIFORNIA TAHOE CONSERVANCY
032-141-003 CALIFORNIA TAHOE CONSERVANCY
032-282-054 CTC 032-279-022 USFS 032-279-021 USFS
032-278-024 CTC
032-278-023 CTC
032-278-022 CTC
032-278-021 CTC

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: C:\Users\ivan.trujillo\Cardno USA Inc\Brandon Wong - Tahoe Valley Shared\15 CAD\_Archive\90% CAD Archive\1 DWG\5 Working\TVGS_SEZRestoration.dwg, Tab: SP-1 Plot Stamp: 1/6/2022 12:36:23 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
100 200
HORIZONTAL SCALE: 1" = 100' 0
LEGEND

LAND CAPABILITY DISTRICT

LAND CAPABILITY CLASSIFICATION
WATERS OF THE US #

NORTH BONANZA BASIN SEZ RESTORATION PLAN - BONANZA TVGS IMPROVEMENT PROJECT CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA FIGURE 1
JAN 2022

IT FOR REFERENCE ONLY
121

BARTON AVE
4TH ST.
3RD ST.

LAKE TAHOE BLVD

EMERALD BAY RD
HELEN AVE 7 7
1B
1B 7 7
1B
1B
1B

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: C:\Users\ivan.trujillo\Cardno USA Inc\Brandon Wong - Tahoe Valley Shared\15 CAD\_Archive\90% CAD Archive\1 DWG\5 Working\TVGS_SEZRestoration.dwg, Tab: SP-2 Plot Stamp: 1/6/2022 2:59:05 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com 100 200
HORIZONTAL SCALE: 1" = 100' 0
LEGEND

LAND CAPABILITY DISTRICT

LAND CAPABILITY CLASSIFICATION

WATERS OF THE US

WETLAND AREA
RIPARIAN AREA #
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
MC DONALDS 023-430-38 CORPORATION
023-381-02 MC DONALDS CORPORATION
023-381-03
CSLT
023-430-36 PRINCE HAROLD PROPERTIES LLC
023-081-05 CSLT
023-430-40 CTC 023-081-07 MOSHER
023-231-03
CTC
023-381-10 CTC
023-241-23
CTC
023-381-01
CTC
023-231-16
CSLT
023-231-12 CTC 023-231-10 CTC
* TOTAL LENGTH OF PROPOSED BIKE TRAIL = 3480 LF±

GREENBELT MEADOW /

EXPANDED HELEN BASIN
BIKE TRAIL (TYP.)* SEZ RESTORATION PLAN - GREENBELT TVGS IMPROVEMENT PROJECT CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA FIGURE 1
JAN 2022

IT FOR REFERENCE ONLY
** TOTAL LENGTH OF PROPOSED DG NATURE TRAIL = 1036 LF±
DG NATURE TRAIL (TYP.)**
122

JAMES AVE

ELOISE AVE
TAHOE KEYS BLVD 7 7
1B
1B

COUNCIL ROCK DRIVE
023-682-013
CSLT
023-681-017
CSLT
023-683-10 SOUTH TAHOE REFUSE CO
023-681-005
CTC
023-901-012 CTC

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: C:\Users\ivan.trujillo\Cardno USA Inc\Brandon Wong - Tahoe Valley Shared\15 CAD\_Archive\90% CAD Archive\1 DWG\5 Working\TVGS_SEZRestoration.dwg, Tab: SP-3 Plot Stamp: 1/6/2022 12:37:11 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SEZ RESTORATION PLAN - N OF HWY 50 TVGS IMPROVEMENT PROJECT CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA FIGURE 1
JAN 2022

IT FOR REFERENCE ONLY
SEE SITE PLAN SHEET 2, SP-2
60 120
HORIZONTAL SCALE: 1" = 60' 0
LEGEND

LAND CAPABILITY DISTRICT

LAND CAPABILITY CLASSIFICATION

WATERS OF THE US

WETLAND AREA
RIPARIAN AREA #
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

VEGETATED SWALE
123
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount Direct Project Administration Costs
Labor Compliance LS $ 12,000
0% $ - 50% $ 6,000 0% $ 0% - - $ 6,000 $
Quality Assurance - Materials Testing LS $ 75,000
0% $ - 50% $ 37,500 0% $ 0% - - $ 37,500 $
Construction Administration LS $ 250,000
0% $ - 0% $ - 0% $ 50% 125,000 - $ 125,000 $
Non-Construction-Administration Costs Total: $ - 337,000 $ 43,500 $ - $ 125,000 $ 168,500 $ Construction/Implementation
1 Mobilization LS 442,000 $
90% 397,800 $ 10% 44,200 $ $ 442,000
2 Temporary Traffic Control LS 88,400 $
90% 79,560 $ 10% 8,840 $ $ 88,400
3 Temporary Staging, Construction Access & Project Sign LS 22,100 $ 90% 19,890 $ 10% 2,210 $ $ 22,100
4 Construction Surveying and Staking LS 44,200 $
90% 39,780 $ 10% 4,420 $ $ 44,200
5 Temporary Erosion, Water Pollution, Dust Controls, & BMPs LS 109,500 $ 90% 98,550 $ 10% 10,950 $ $ 109,500
6 Temporary Barriers, Fencing, and Vegetation Protection LS 15,300 $ 90% 13,770 $ 10% 1,530 $ $ 15,300
7 Subsurface Facility Locations / Verification LS 45,800 $ 90% 41,220 $ 10% 4,580 $ $ 45,800
8 Pothole Subsurface Facility (As Directed) EA 10 1,500 $ 15,000 $ 90% 13,500 $ 10% 1,500 $ $ 15,000
9 Clearing and Grubbing LS 65,900 $
90% 59,310 $ 10% 6,590 $ $ 65,900
10 Tree Removal (10"-18" DBH Tree) EA 153 600 $ 91,800 $ 90% 82,620 $ 10% 9,180 $ $ 91,800
11 Tree Removal (19"-24" DBH Tree) EA 8 800 $ 6,400 $
90% 5,760 $ 10% 640 $ $ 6,400
12 Tree Removal (25"-35" DBH Tree) EA 3 1,200 $ 3,600 $ 90% 3,240 $ 10% 360 $ $ 3,600
13 Tree Removal (> 36" DBH Tree) EA 0 1,500 $ - $ Phase 2 14 Remove Fence LF 306 10 $ 3,060 $
90% 2,754 $ 10% 306 $ $ 3,060
15 Remove Roadway Markers/Snow Poles EA 15 50 $ 750 $
90% 675 $ 10% 75 $ $ 750
CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
124
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
16 Remove AC Surfaces (e.g. asphalt pavements, roadways, driveways, walks, swales, dikes - incl. sawcutting) SF 60,140 2 $ 120,280 $ 90% 108,252 $ 10% 12,028 $ $ 120,28017 Remove Concrete Surfaces (e.g. curbs, driveways, walks, pads/aprons - incl. sawcutting) SF 100 6 $ 600 $ 90% 540 $ 10% 60 $ $ 600 18 Remove Storm Drain Pipe (Up to 30" DIA.) LF 483 45 $ 21,735 $ 90% 19,562 $ 10% 2,174 $ $ 21,735
19 Remove Storm Drain Pipe (Over 30" DIA.) LF 60 65 $ 3,900 $ 90% 3,510 $ 10% 390 $ $ 3,900
20 Abandon Storm Drain Pipe (slurry cement backfill in-place) CY 90 35 $ 3,150 $ 90% 2,835 $ 10% 315 $ $ 3,150
21 Remove Storm Drain Minor Structure (e.g. drain inlets, basin outlets, pipe headwalls) EA 28 1,250 $ 35,000 $ 90% 31,500 $ 10% 3,500 $ $ 35,00022 Remove Storm Drain Major Structure (e.g. concrete manholes, junction box, vaults) EA 2 1,500 $ 3,000 $ 90% 2,700 $ 10% 300 $ $ 3,000 23 Remove Remnant Concrete Structure (walls, slab, foundation base, footings) LS 3,000 $ 90% 2,700 $ 10% 300 $ $ 3,00024 Modify/Replace Storm Drain Structure/Junction Box Steel Frame & Cover (CSLT Facility) LS 3,500 $ 90% 3,150 $ 10% 350 $ $ 3,50025 Modify Storm Drain Inlet / Connect New Storm Drain Pipe (Caltrans Facility) LS 2,500 $ 90% 2,250 $ 10% 250 $ $ 2,50026 Adjust Minor Utility Box to FG (e.g. meter box, valve can, pull box) EA 8 1,500 $ 12,000 $ 0% - $ 0% 100% 12,000 $ 12,000 $
27 Adjust Major Utility Vault / Manhole Covers to FG (e.g. junction vault frame and cover, manhole frame and cover) EA 0 2,000 $ - $ Phase 2 28 Utility Service Lateral Replacement (by contractor) - Ex. Sanitary Sewer Service Lateral (STPUD) EA 16 2,500 $ 40,000 $ 90% 36,000 $ 10% 4,000 $ $ 40,00029 Utility Service Lateral Replacement (by contractor) - Ex. Domestic Water Service Lateral (STPUD) EA 21 3,500 $ 73,500 $ 0% - $ 0% 100% 73,500 $ 73,500 $ 30 Utility Service Lateral Replacement (coordination w/ utility) - Ex. Natural Gas Service Lateral (Southwest Gas Corp.) EA 28 1,000 $ 28,000 $ 0% - $ 0% 100% 28,000 $ 28,000 $ 31 Salvage & Reset Landscape Boulder in Work EA 0 250 $ - $ Phase 2 32 Remove, Salvage & Reset Fencing (As Directed or Authorized) LF 200 120 $ 24,000 $ 90% 21,600 $ 10% 2,400 $ $ 24,000
33 Remove, Salvage & Reset Common Landscape/Site Facilities (Miscellaneous Project Areas) LS 10,000 $ 90% 9,000 $ 10% 1,000 $ $ 10,00034 Remove, Replace and Protect Existing Landscape/Site Facilities, APN 023-241-40 (Irrigation, Sod, Signage, Parking Lot Striping) LS 5,000 $ 90% 4,500 $ 10% 500 $ $ 5,000 35 Removal of Unsuitable Subgrade Material (As Directed or Authorized) CY 100 150 $ 15,000 $ 90% 13,500 $ 10% 1,500 $ $ 15,000
125
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
36 Rock Fracture and Removal (As Directed or Authorized) CY 50 300 $ 15,000 $ 90% 13,500 $ 10% 1,500 $ $ 15,000
37 Earthwork - South Bonanza Basin LS 90,400 $
90% 81,360 $ 10% 9,040 $ $ 90,400
38 Earthwork - Margaret/D St Basin LS 62,800 $
90% 56,520 $ 10% 6,280 $ $ 62,800
39 Earthwork - North Bonanza Basin LS 588,600 $
90% 529,740 $ 10% 58,860 $ $ 588,600
40 Earthwork - Helen Basin / Greenbelt Meadow Complex LS - $ Phase 241 Earthwork - Vegetated Swale (James/Eloise Site) LF 550 35 $ 19,250 $ 90% 17,325 $ 10% 1,925 $ $ 19,250
42 Rockery Wall (qty. per square foot wall face) SF 0 100 $ - $ Phase 2 43 18" DIA. HDPE Storm Drain Pipe LF 750 150 $ 112,500 $ 90% 101,250 $ 10% 11,250 $ $ 112,500
44 24" DIA. HDPE Storm Drain Pipe LF 740 180 $ 133,200 $ 90% 119,880 $ 10% 13,320 $ $ 133,200
45 30" DIA. HDPE Storm Drain Pipe LF 1,380 225 $ 310,500 $ 90% 279,450 $ 10% 31,050 $ $ 310,500
46 24" DIA. HDPE Storm Drain, Perforated Pipe Sub-Drain LF 880 190 $ 167,200 $ 90% 150,480 $ 10% 16,720 $ $ 167,200
47 30" DIA. HDPE Storm Drain, Perforated Pipe Sub-Drain LF 960 235 $ 225,600 $ 90% 203,040 $ 10% 22,560 $ $ 225,600
48 18" DIA. RCP Storm Drain Pipe LF 200 180 $ 36,000 $
90% 32,400 $ 10% 3,600 $ $ 36,000
49 24" DIA. RCP Storm Drain Pipe LF 110 200 $ 22,000 $
90% 19,800 $ 10% 2,200 $ $ 22,000
50 30" DIA. RCP Storm Drain Pipe LF 110 250 $ 27,500 $
90% 24,750 $ 10% 2,750 $ $ 27,500
51 23" x 14" RCEP Culvert LF 150 200 $ 30,000 $
90% 27,000 $ 10% 3,000 $ $ 30,000
52 34" x 22" RCEP Culvert LF 110 225 $ 24,750 $
90% 22,275 $ 10% 2,475 $ $ 24,750
53 45" x 29" RCEP Culvert LF 50 275 $ 13,750 $
90% 12,375 $ 10% 1,375 $ $ 13,750
54 Slurry Cement (structural backfill / shallow pipe installations) CY 270 500 $ 135,000 $ 90% 121,500 $ 10% 13,500 $ $ 135,000
55 Storm Drain FES (match culvert size/material type) EA 17 2,500 $ 42,500 $ 90% 38,250 $ 10% 4,250 $ $ 42,500
126
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
56 36" x 24" RCBC LF 60 700 $ 42,000 $
90% 37,800 $ 10% 4,200 $ $ 42,000
57 Reinforced Concrete Headwalls (for 36" x 24" RCBC) CY 10 2,500 $ 25,000 $ 90% 22,500 $ 10% 2,500 $ $ 25,000
58 48" DIA. Storm Drain Manhole EA 13 8,500 $ 110,500 $ 90% 99,450 $ 10% 11,050 $ $ 110,500
59 60" DIA. Storm Drain Manhole EA 4 10,000 $ 40,000 $
90% 36,000 $ 10% 4,000 $ $ 40,000
60 72" DIA. Storm Drain Manhole EA 0 12,000 $ - $ Phase 2 $ -
61 72" DIA. Storm Drain Manhole w/ Diverter EA 1 15,000 $ 15,000 $ 90% 13,500 $ 10% 1,500 $ $ 15,000
62 96" DIA. Storm Drain Manhole EA 0 18,000 $ - $ Phase 263 Drainage Inlet, Type 1 - Sediment Trap EA 6 5,500 $ 33,000 $ 90% 29,700 $ 10% 3,300 $ $ 33,000
64 Drainage Inlet, Type 2 - Sediment Trap EA 14 5,000 $ 70,000 $ 90% 63,000 $ 10% 7,000 $ $ 70,000
65 Drainage Inlet, Type 3 EA 4 6,500 $ 26,000 $
90% 23,400 $ 10% 2,600 $ $ 26,000
66 Drainage Inlet, Type 4 EA 3 6,000 $ 18,000 $
90% 16,200 $ 10% 1,800 $ $ 18,000
67 Basin Outlet Structure EA 3 10,000 $ 30,000 $
90% 27,000 $ 10% 3,000 $ $ 30,000
68 Rock Lined Low Flow Swale LF 1,583 30 $ 47,490 $
90% 42,741 $ 10% 4,749 $ $ 47,490
69 Concrete Curb & Gutter (Vertical Battered) LF 200 85 $ 17,000 $ 90% 15,300 $ 10% 1,700 $ $ 17,000
70 Concrete Curb & Gutter (Rolled) LF 20 85 $ 1,700 $
90% 1,530 $ 10% 170 $ $ 1,700
71 Concrete Curb Transition (Type 1, Curb End) EA 16 500 $ 8,000 $ 90% 7,200 $ 10% 800 $ $ 8,000
72 Riprap - Rock Weir, Rock Dissipater/Transitions, Rock Check Dams, RSP, & Drainage Erosion Protections CY 520 250 $ 130,000 $ 90% 117,000 $ 10% 13,000 $ $ 130,000 73 Road Shoulder Stabilization (Cement Treated Permeable Base) TON 360 250 $ 90,000 $ 0- $ 100% 90,000 $ $ 90,000
74 Concrete Sidewalk SF 0 35 $ - $ Phase 2
75 Concrete Driveway / Aprons SF 0 40 $ - $ Phase 2
127
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
76 HMA Paving - Trench/Road Patch (4-INCH, 2 LIFTS - Type A, PG 64- 28M, 1/2" aggregate) TON 1,430 300 $ 429,000 $ 0% - $ 100% 429,000 $ $ 429,00077 HMA Paving - Driveway Patch/Repairs (3-INCH, 1 LIFT - Type A, PG 64-28, 1/2" aggregate) - (As Directed or Authorized) SF 1,500 15 $ 22,500 $ 0% - $ 100% 22,500 $ $ 22,50078 HMA Paving - Roadside AC Swale, and F St. Drainage "V" Ditch (3- INCH, 1 LIFT - Type A, PG 64-28, 1/2" aggregate) SF 5,994 15 $ 89,910 $ 0% - $ 100% 89,910 $ $ 89,91079 HMA Paving - Multi-Use Trail (3-INCH, 1 LIFT - Type A, PG 64-28M, 3/8" aggregate) TON 0 300 $ - $ Phase 2 $ 0% - $ -80 Multi-Use Path Edging (2"x6" Treated Lumber) LS - $ Phase 2 $ 0% - $ -
81 Concrete Permeable Unit Pavers SF 0 60 $ - $ Phase 2 $ 0% - $ -
82 Concrete Edge/Band LF 0 35 $ - $ Phase 2
$ 0% - $ -
83 Decomposed Granite Walking Trail (6-ft width) LF 0 40 $ - $ Phase 2 $ 0% - $ -
84 Elevated Boardwalk (12-ft clear width) LF 0 2,500 $ - $ Phase 2 $ 0% - $ -
85 Boardwalk Abutment / At-Grade Trail Transition EA 0 15,000 $ - $ Phase 2 $ 0% - $ -
86 Boardwalk GuardRailing LF 0 250 $ - $ Phase 2
$ 0% - $ -
87 Pedestrian GuardRailing LF 0 275 $ - $ Phase 2
$ 0% - $ -
88 Log Drainage Crossing Structure LS - $ Phase 2
$ 0% - $ -
89 Wood/Timber Steps SF 0 100 $ - $ Phase 2
$ 0% - $ -
90 Buck and Pole Fencing LF 1,523 85 $ 129,455 $
90% 116,510 $ 10% 12,946 $ $ 129,455
91 Landscape Boulder (Import) EA 0 350 $ - $ Phase 2
$ -
92 Pipe Bollard - Removable EA 0 1,500 $ - $ Phase 2
$ -
93 Greenbelt Irrigation System LS - $ Phase 2
$ -
94 Electrical Service Pedestal (Lighting System) LS - $ Phase 2 $ -
95 Electrical Conduits/Conductors & Improvements (Lighting System) LS - $ Phase 2 $ -
128
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
96 Lighting Pole and Luminare (Lighting System) EA 0 10,000 $ - $ Phase 2 $ -
97 Greenbelt Site Furnishings/Amenities - Bench EA 0 2,500 $ - $ Phase 2 $ -
98 Greenbelt Site Furnishings/Amenities - Trash & Recycling Receptacle EA 0 3,000 $ - $ Phase 2 $ -
99 Greenbelt Site Furnishings/Amenities - Dog Waste Station EA 0 750 $ - $ Phase 2 $ -
100 Greenbelt Site Furnishings/Amenities - Trailhead Kiosk (One Sided) EA 0 5,000 $ - $ Phase 2 $ -
101 Greenbelt Site Furnishings/Amenities - Trailhead Kiosk (Two Sided) EA 0 7,500 $ - $ Phase 2 $ -
102 Greenbelt Site Furnishings/Amenities - Interpretive Signage LS - $ Phase 2 $ -
103 Greenbelt Site Furnishings/Amenities - Bicycle Rack EA 0 1,500 $ - $ Phase 2 $ -
104 Greenbelt Site Furnishings/Amenities - Bicycle Repair Stand EA 0 2,000 $ - $ Phase 2 $ -
105 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 1 LS - $ Phase 2 $ -
106 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 2 LS - $ Phase 2 $ -
107 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 3 LS - $ Phase 2 $ -
108 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 4 LS - $ Phase 2 $ -
109 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 5 LS - $ Phase 2 $ -
110 Greenbelt Site Furnishings/Amenities - Eng. Wood Fiber Playground Mulch SF 0 5 $ - $ Phase 2 $ -111 Greenbelt Ornamental Landscape Plantings LS - $ Phase 2 $ -
112 Multi-Use Path / Trail Signage (Single Post) EA 0 750 $ - $ Phase 2 $ -
113 Roadway/Regulatory Signage (Single Post) EA 0 750 $ - $ Phase 2 $ -
114 Object Marker, Type A EA 40 250 $ 10,000 $
90% 9,000 $ 10% 1,000 $ $ 10,000
115 Object Marker, Type B EA 0 450 $ - $ Phase 2
$ -
129
ITEM
NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Reimbursed Amount Percent Reimbursed Amount CTC Prop. 1 Grant (650K) Unfunded Amount Utility Company Relocations Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 1 Engineer's 95% Phase 1 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 1 Construction Funding Distribution to Funding Sources Phase 1 Total
Project Cost
116 Traffic Striping / Markings LS 3,200 $
90% 2,880 $ 10% 320 $ $ 3,200
117 Revegetation Treatment, Type 1 (Organic Matter and Topsoil Salvage and Replacement) LS 55,300 $ 90% 49,770 $ 10% 5,530 $ $ 55,300 118 Revegetation Treatment, Type 2 (Sod Salvage and Replacement) SY 1,250 25 $ 31,250 $ 90% 28,125 $ 10% 3,125 $ $ 31,250
119 Revegetation Treatment, Type 3 (Woody Vegetation Salvage and Processing) LS 24,900 $ 90% 22,410 $ 10% 2,490 $ $ 24,900 120 Revegetation Treatment, Type 4 (Willow and Rose Salvage and Replacement) EA 0 50 $ - $ Phase 2 $ - 121 Revegetation Treatment, Type 5 (Seeding Mixes 1, 2, or 3 respectively identified as TT5-1, TT5-2, TT5-3) SY 12,290 10 $ 122,900 $ 90% 110,610 $ 10% 12,290 $ $ 122,900 122 Revegetation Treatment, Type 6 (Mulch Application - processed woody vegetation [TT3], and/or wood chips / tub grindings) SY 11,040 15 $ 165,600 $ 90% 149,040 $ 10% 16,560 $ $ 165,600 123 Revegetation Treatment, Type 7 (Coir 40/400 Netting Installation) SY 7,890 20 $ 157,800 $ 90% 142,020 $ 10% 15,780 $ $ 157,800
Total Phase 1 Construction Cost: $5,360,030 $4,153,608 $1,092,922 $0 $0 $113,500 $5,360,030 10% Contingency: $536,100 $415,361 $109,292 $0 $0 $11,350 $536,100 Total Phase 1 Construction Cost Estimate: $5,896,130 $4,568,969 $1,202,214 $0 $0 $124,850 $5,896,130 Direct Phase 1 Project Administration Costs: $ $0 $43,500 $0 $125,000 $0 $168,500 168,500 Grand Total Phase 1 Project Costs: $6,064,630 $4,568,969 $1,245,714 $0 $125,000 $124,850 $6,064,630 21% Local/City Proportion of Prop. 1 Funding
Estimate of Remaining SWRCB Prop. 1 Grant Funding After Phase 1: $2,353,935 130
ITEM NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Unfunded Amount Percent Reimbursed Amount Direct Project Administration Costs
Labor Compliance LS $ 12,000
0% $ - 50% $ 6,000 0% $ 0% - - $ 6,000 $
Quality Assurance - Materials Testing LS $ 75,000
0% $ - 50% $ 37,500 0% $ 0% - - $ 37,500 $
Construction Administration LS $ 250,000
0% $ - 0% $ - 0% $ 100% 125,000 - $ 125,000 $
Non-Construction-Administration Costs Total: $ 337,000 $ - $ 43,500 $ - $ 125,000 $ - $ 168,500 Construction/Implementation
1 Mobilization LS 545,700 $
50% 272,850 $ 5% 27,285 $ 10% 54,570 $ 35% 190,995 $ 545,700 $ 2 Temporary Traffic Control LS 109,200 $
60% 65,520 $ 6% 6,552 $ 10% 10,920 $ 24% 26,208 $ 109,200 $ 3 Temporary Staging, Construction Access & Project Sign LS 27,300 $ 50% 13,650 $ 5% 1,365 $ 10% 2,730 $ 35% 9,555 $ 27,300 $ 4 Construction Surveying and Staking LS 54,600 $
50% 27,300 $ 5% 2,730 $ 10% 5,460 $ 35% 19,110 $ 54,600 $ 5 Temporary Erosion, Water Pollution, Dust Controls, & BMPs LS 88,600 $ 60% 53,160 $ 6% 5,316 $ 10% 8,860 $ 24% 21,264 $ 88,600 $ 6 Temporary Barriers, Fencing, and Vegetation Protection LS 27,900 $ 50% 13,950 $ 5% 1,395 $ 10% 2,790 $ 35% 9,765 $ 27,900 $ 7 Subsurface Facility Locations / Verification LS 55,500 $ 60% 33,300 $ 6% 3,330 $ 10% 5,550 $ 24% 13,320 $ 55,500 $ 8 Pothole Subsurface Facility (As Directed) EA 5 1,500 $ 7,500 $ 60% 4,500 $ 6% 450 $ 10% 750 $ 24% 1,800 $ 7,500 $
9 Clearing and Grubbing LS 131,000 $
60% 78,600 $ 6% 7,860 $ 10% 13,100 $ 24% 31,440 $ 131,000 $ 10 Tree Removal (10"-18" DBH Tree) EA 122 600 $ 73,200 $ 90% 65,880 $ 10% 7,320 $ 0% - $ 0% (0) $ 73,200 $
11 Tree Removal (19"-24" DBH Tree) EA 23 800 $ 18,400 $ 90% 16,560 $ 10% 1,840 $ 0% - $ 0% (0) $ 18,400 $
12 Tree Removal (25"-35" DBH Tree) EA 10 1,200 $ 12,000 $ 90% 10,800 $ 10% 1,200 $ 0% - $ 0% (0) $ 12,000 $
13 Tree Removal (> 36" DBH Tree) EA 3 1,500 $ 4,500 $
90% 4,050 $ 10% 450 $ 0% - $ 0% (0) $ 4,500 $
14 Remove Fence LF 385 10 $ 3,850 $
90% 3,465 $ 10% 385 $ 0% - $ 0% (0) $ 3,850 $
15 Remove Roadway Markers/Snow Poles EA 10 50 $ 500 $
90% 450 $ 10% 50 $ 0% - $ 0% (0) $ 500 $
16 Remove AC Surfaces (e.g. asphalt pavements, roadways, driveways, walks, swales, dikes - incl. sawcutting) SF 24,690 2 $ 49,380 $ 50% 24,690 $ 5% 2,469 $ 0% - $ 45% 22,221 $ 49,380 $ 17 Remove Concrete Surfaces (e.g. curbs, driveways, walks, pads/aprons - incl. sawcutting) SF 300 6 $ 1,800 $ 50% 900 $ 5% 90 $ 0% - $ 45% 810 $ 1,800 $ 18 Remove Storm Drain Pipe (Up to 30" DIA.) LF 459 45 $ 20,655 $ 90% 18,590 $ 10% 2,066 $ 0% - $ 0% (0) $ 20,655 $
Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 2 Engineer's 95% Phase 2 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 2 Construction Funding Distribtion to Funding Sources Phase 2 Total
Project Cost
CTC Prop. 1 Grant ($650K) Unfunded Amount Utility Company Relocations 131
ITEM NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Unfunded Amount Percent Reimbursed Amount Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 2 Engineer's 95% Phase 2 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 2 Construction Funding Distribtion to Funding Sources Phase 2 Total
Project Cost
CTC Prop. 1 Grant ($650K) Unfunded Amount Utility Company Relocations 19 Remove Storm Drain Pipe (Over 30" DIA.) LF 70 65 $ 4,550 $ 90% 4,095 $ 10% 455 $ 0% - $ 0% (0) $ 4,550 $
20 Abandon Storm Drain Pipe (slurry cement backfill in-place) LF 40 35 $ 1,400 $ 20% 280 $ 10% 140 $ 0% - $ 70% 980 $ 1,400 $
21 Remove Storm Drain Minor Structure (e.g. drain inlets, basin outlets, pipe headwalls) EA 8 1,250 $ 10,000 $ 90% 9,000 $ 10% 1,000 $ 0% - $ 0% (0) $ 10,000 $ 22 Remove Storm Drain Major Structure (e.g. concrete manholes, junction box, vaults) EA 2 1,500 $ 3,000 $ 90% 2,700 $ 10% 300 $ 0% - $ 0% (0) $ 3,000 $ 23 Remove Remnant Concrete Structure (walls, slab, foundation base, footings) LS 3,000 $ 90% 2,700 $ 10% 300 $ 0% - $ 0% (0) $ 3,000 $ 24 Modify/Replace Storm Drain Structure/Junction Box Steel Frame & Cover (CSLT Facility) LS 3,500 $ 90% 3,150 $ 10% 350 $ 0% - $ 0% (0) $ 3,500 $ 25 Modify Storm Drain Inlet / Connect New Storm Drain Pipe (Caltrans Facility) LS 2,500 $ 90% 2,250 $ 10% 250 $ 0% - $ 0% (0) $ 2,500 $ 26 Adjust Minor Utility Box to FG (e.g. meter box, valve can, pull box) EA 0 1,500 $ - $ Phase 1 $ -
27 Adjust Major Utility Vault / Manhole Covers to FG (e.g. junction vault frame and cover, manhole frame and cover) EA 3 2,000 $ 6,000 $ 0% - $ 0% - $ 0% - $ 100% 6,000 $ 6,000 $ 28 Utility Service Lateral Replacement (by contractor) - Ex. Sanitary Sewer Service Lateral (STPUD) EA 3 2,500 $ 7,500 $ 90% 6,750 $ 10% 750 $ 0% - $ 0% (0) $ 7,500 $ 29 Utility Service Lateral Replacement (by contractor) - Ex. Domestic Water Service Lateral (STPUD) EA 0 3,500 $ - $ Phase 1 $ - 30 Utility Service Lateral Replacement (coordination w/ utility) - Ex. Natural Gas Service Lateral (Southwest Gas Corp.) EA 1 1,000 $ 1,000 $ 0% - $ 0% - $ 0% - $ 100% 1,000 $ 1,000 $ 31 Salvage & Reset Landscape Boulder in Work EA 53 250 $ 13,250 $ 0% - $ 0% - $ 0% - $ 100% 13,250.00 $ 13,250 $
32 Remove, Salvage & Reset Fencing (As Directed or Authorized) LF 200 120 $ 24,000 $ 20% 4,800 $ 2% 480 $ 0% - $ 78% 18,720.00 $ 24,000 $
33 Remove, Salvage & Reset Common Landscape/Site Facilities (Miscellaneous Project Areas) LS 10,000 $ 25% 2,500 $ 2% 200 $ 0% - $ 73% 7,300.00 $ 10,000 $ 34 Remove, Replace and Protect Existing Landscape/Site Facilities, APN 023-241-40 (Irrigation, Sod, Signage, Parking Lot Striping) LS 5,000 $ 21% 1,050 $ 2% 100 $ 0% - $ 77% 3,850.00 $ 5,000 $ 35 Removal of Unsuitable Subgrade Material (As Directed or Authorized) CY 100 150 $ 15,000 $ 50% 7,500 $ 5% 750 $ 0% - $ 45% 6,750.00 $ 15,000 $
36 Rock Fracture and Removal (As Directed or Authorized) CY 50 300 $ 15,000 $ 90% 13,500 $ 10% 1,500 $ 0% - $ 0% (0) $ 15,000 $
37 Earthwork - South Bonanza Basin LS - $ Phase 1
$ -
38 Earthwork - Margaret/D St Basin LS - $ Phase 1
$ -
39 Earthwork - North Bonanza Basin LS - $ Phase 1
$ -
40 Earthwork - Helen Basin / Greenbelt Meadow Complex LS 676,700 $ 70% 473,690 $ 10% 67,670 $ 0% - $ 20% 135,340 $ 676,700 $ 132
ITEM NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Unfunded Amount Percent Reimbursed Amount Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 2 Engineer's 95% Phase 2 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 2 Construction Funding Distribtion to Funding Sources Phase 2 Total
Project Cost
CTC Prop. 1 Grant ($650K) Unfunded Amount Utility Company Relocations 41 Earthwork - Vegetated Swale (James/Eloise Site) LF 0 35 $ - $ Phase 1 $ -
42 Rockery Wall (qty. per square foot wall face) SF 1,944 100 $ 194,400 $ 30% 58,320 $ 5% 9,720 $ 0% - $ 65% 126,360 $ 194,400 $
43 18" DIA. HDPE Storm Drain Pipe LF 220 150 $ 33,000 $ 90% 29,700 $ 10% 3,300 $ 0% - $ 0% (0) $ 33,000 $
44 24" DIA. HDPE Storm Drain Pipe LF 0 180 $ - $ Phase 1 $ -
45 30" DIA. HDPE Storm Drain Pipe LF 780 225 $ 175,500 $ 90% 157,950 $ 10% 17,550 $ 0% - $ 0% (0) $ 175,500 $
46 24" DIA. HDPE Storm Drain, Perforated Pipe Sub-Drain LF 0 190 $ - $ Phase 1 $ -
47 30" DIA. HDPE Storm Drain, Perforated Pipe Sub-Drain LF 0 235 $ - $ Phase 1 $ -
48 18" DIA. RCP Storm Drain Pipe LF 0 180 $ - $ Phase 1 $ -
49 24" DIA. RCP Storm Drain Pipe LF 0 200 $ - $ Phase 1 $ -
50 30" DIA. RCP Storm Drain Pipe LF 0 250 $ - $ Phase 1 $ -
51 23" x 14" RCEP Culvert LF 65 200 $ 13,000 $
90% 11,700 $ 10% 1,300 $ 0% - $ 0% (0) $ 13,000 $
52 34" x 22" RCEP Culvert LF 0 225 $ - $ Phase 1
$ -
53 45" x 29" RCEP Culvert LF 0 275 $ - $ Phase 1
$ -
54 Slurry Cement (structural backfill / shallow pipe installations) CY 0 500 $ - $ Phase 1 $ -
55 Storm Drain FES (match culvert size/material type) EA 5 2,500 $ 12,500 $ 90% 11,250 $ 10% 1,250 $ 0% - $ 0% (0) $ 12,500 $
56 36" x 24" RCBC LF 0 700 $ - $ Phase 1
$ -
57 Reinforced Concrete Headwalls (for 36" x 24" RCBC) CY 0 2,500 $ - $ Phase 1 $ -
58 48" DIA. Storm Drain Manhole EA 0 8,500 $ - $ Phase 1 $ -
59 60" DIA. Storm Drain Manhole EA 3 10,000 $ 30,000 $
90% 27,000 $ 10% 3,000 $ 0% - $ 0% (0) $ 30,000 $
60 72" DIA. Storm Drain Manhole EA 1 12,000 $ 12,000 $
90% 10,800 $ 10% 1,200 $ 0% - $ 0% (0) $ 12,000 $
61 72" DIA. Storm Drain Manhole w/ Diverter EA 0 15,000 $ - $ Phase 1 $ -
62 96" DIA. Storm Drain Manhole EA 1 18,000 $ 18,000 $
90% 16,200 $ 10% 1,800 $ 0% - $ 0% (0) $ 18,000 $
133
ITEM NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Unfunded Amount Percent Reimbursed Amount Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 2 Engineer's 95% Phase 2 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 2 Construction Funding Distribtion to Funding Sources Phase 2 Total
Project Cost
CTC Prop. 1 Grant ($650K) Unfunded Amount Utility Company Relocations 63 Drainage Inlet, Type 1 - Sediment Trap EA 1 5,500 $ 5,500 $ 90% 4,950 $ 10% 550 $ 0% - $ 0% (0) $ 5,500 $
64 Drainage Inlet, Type 2 - Sediment Trap EA 3 5,000 $ 15,000 $ 90% 13,500 $ 10% 1,500 $ 0% - $ 0% (0) $ 15,000 $
65 Drainage Inlet, Type 3 EA 0 6,500 $ - $ Phase 1
$ -
66 Drainage Inlet, Type 4 EA 1 6,000 $ 6,000 $
90% 5,400 $ 10% 600 $ 0% - $ 0% (0) $ 6,000 $
67 Basin Outlet Structure EA 2 10,000 $ 20,000 $
90% 18,000 $ 10% 2,000 $ 0% - $ 0% (0) $ 20,000 $
68 Rock Lined Low Flow Swale LF 1,180 30 $ 35,400 $
90% 31,860 $ 10% 3,540 $ 0% - $ 0% (0) $ 35,400 $
69 Concrete Curb & Gutter (Vertical Battered) LF 0 85 $ - $ Phase 1 $ -
70 Concrete Curb & Gutter (Rolled) LF 0 85 $ - $ Phase 1 $ -
71 Concrete Curb Transition (Type 1, Curb End) EA 0 500 $ - $ Phase 1 $ -
72 Riprap - Rock Weir, Rock Dissipater/Transitions, Rock Check Dams, RSP, & Drainage Erosion Protections CY 260 250 $ 65,000 $ 90% 58,500 $ 10% 6,500 $ 0% - $ 0% (0) $ 65,000 $ 73 Road Shoulder Stabilization (Cement Treated Permeable Base) TON 40 250 $ 10,000 $ 90% 9,000 $ 10% 1,000 $ 0% - $ 0% (0) $ 10,000 $
74 Concrete Sidewalk SF 1,715 35 $ 60,025 $
0% - $ 10% 6,003 $ 90% 54,023 $ 60,025 $
75 Concrete Driveway / Aprons SF 530 40 $ 21,200 $
0% - $ 10% 2,120 $ 90% 19,080 $ 21,200 $
76 HMA Paving - Trench/Road Patch (4-INCH, 2 LIFTS - Type A, PG 64- 28M, 1/2" aggregate) TON 650 300 $ 195,000 $ 90% 175,500 $ 10% 19,500 $ 0% - $ 0% (0) $ 195,000 $ 77 HMA Paving - Driveway Patch/Repairs (3-INCH, 1 LIFT - Type A, PG 64-28, 1/2" aggregate) - (As Directed or Authorized) SF 500 15 $ 7,500 $ 90% 6,750 $ 10% 750 $ 0% - $ 0% (0) $ 7,500 $ 78 HMA Paving - Roadside AC Swale, and F St. Drainage "V" Ditch (3- INCH, 1 LIFT - Type A, PG 64-28, 1/2" aggregate) SF 0 15 $ - $ Phase 1 $ -79 HMA Paving - Multi-Use Trail (3-INCH, 1 LIFT - Type A, PG 64-28M, 3/8" aggregate) TON 790 300 $ 237,000 $ 0% - $ 0% - $ 20% 47,400 $ 80% 189,600 $ 237,000 $ 80 Multi-Use Path Edging (2"x6" Treated Lumber) LS 188,400 $ 0% - $ 0% - $ 0% - $ 100% 188,400 $ 188,400 $
81 Concrete Permeable Unit Pavers SF 5,950 60 $ 357,000 $ 0% - $ 0% - $ 10% 35,700 $ 90% 321,300 $ 357,000 $
82 Concrete Edge/Band LF 363 35 $ 12,705 $
0% - $ 0% - $ 20% 2,541 $ 80% 10,164 $ 12,705 $
83 Decomposed Granite Walking Trail (6-ft width) LF 960 40 $ 38,400 $ 0% - $ 0% - $ 20% 7,680 $ 80% 30,720 $ 38,400 $
84 Elevated Boardwalk (12-ft clear width) LF 391 2,500 $ 977,500 $ 0% - $ 0% - $ 20% 195,500 $ 80% 782,000 $ 977,500 $
134
ITEM NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Unfunded Amount Percent Reimbursed Amount Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 2 Engineer's 95% Phase 2 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 2 Construction Funding Distribtion to Funding Sources Phase 2 Total
Project Cost
CTC Prop. 1 Grant ($650K) Unfunded Amount Utility Company Relocations 85 Boardwalk Abutment / At-Grade Trail Transition EA 4 15,000 $ 60,000 $ 0% - $ 0% - $ 20% 12,000 $ 80% 48,000 $ 60,000 $
86 Boardwalk GuardRailing LF 782 250 $ 195,500 $
0% - $ 0% - $ 20% 39,100 $ 80% 156,400 $ 195,500 $
87 Pedestrian GuardRailing LF 506 275 $ 139,150 $
0% - $ 0% - $ 20% 27,830 $ 80% 111,320 $ 139,150 $
88 Log Drainage Crossing Structure LS 7,500 $
0% - $ 0% - $ 20% 1,500 $ 80% 6,000 $ 7,500 $
89 Wood/Timber Steps SF 40 100 $ 4,000 $
0% - $ 0% - $ 20% 800 $ 80% 3,200 $ 4,000 $
90 Buck and Pole Fencing LF 0 85 $ - $ Phase 1
$ -
91 Landscape Boulder (Import) EA 153 350 $ 53,550 $
0% - $ 0% - $ 0% - $ 100% 53,550 $ 53,550 $
92 Pipe Bollard - Removable EA 6 1,500 $ 9,000 $
0% - $ 0% - $ 10% 900 $ 90% 8,100 $ 9,000 $
93 Greenbelt Irrigation System LS 40,000 $
33% 13,200 $ 5% 2,000 $ 10% 4,000 $ 52% 20,800 $ 40,000 $ 94 Electrical Service Pedestal (Lighting System) LS 15,000 $ 0% - $ 0% - $ 10% 1,500 $ 90% 13,500 $ 15,000 $
95 Electrical Conduits/Conductors & Improvements (Lighting System) LS 150,000 $ 0% - $ 0% - $ 10% 15,000 $ 90% 135,000 $ 150,000 $
96 Lighting Pole and Luminare (Lighting System) EA 32 10,000 $ 320,000 $ 0% - $ 0% - $ 0% - $ 100% 320,000 $ 320,000 $
97 Greenbelt Site Furnishings/Amenities - Bench EA 16 2,500 $ 40,000 $ 0% - $ 0% - $ 0% - $ 100% 40,000 $ 40,000 $
98 Greenbelt Site Furnishings/Amenities - Trash & Recycling Receptacle EA 5 3,000 $ 15,000 $ 0% - $ 0% - $ 0% - $ 100% 15,000 $ 15,000 $
99 Greenbelt Site Furnishings/Amenities - Dog Waste Station EA 4 750 $ 3,000 $ 0% - $ 0% - $ 0% - $ 100% 3,000 $ 3,000 $
100 Greenbelt Site Furnishings/Amenities - Trailhead Kiosk (One Sided) EA 1 5,000 $ 5,000 $ 0% - $ 0% - $ 0% - $ 100% 5,000 $ 5,000 $
101 Greenbelt Site Furnishings/Amenities - Trailhead Kiosk (Two Sided) EA 1 7,500 $ 7,500 $ 0% - $ 0% - $ 0% - $ 100% 7,500 $ 7,500 $
102 Greenbelt Site Furnishings/Amenities - Interpretive Signage LS 5,000 $ 0% - $ 0% - $ 0% - $ 100% 5,000 $ 5,000 $
103 Greenbelt Site Furnishings/Amenities - Bicycle Rack EA 9 1,500 $ 13,500 $ 0% - $ 0% - $ 0% - $ 100% 13,500 $ 13,500 $
104 Greenbelt Site Furnishings/Amenities - Bicycle Repair Stand EA 3 2,000 $ 6,000 $ 0% - $ 0% - $ 0% - $ 100% 6,000 $ 6,000 $
105 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 1 LS 10,000 $ 0% - $ 0% - $ 0% - $ 100% 10,000 $ 10,000 $
106 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 2 LS 15,000 $ 0% - $ 0% - $ 0% - $ 100% 15,000 $ 15,000 $
135
ITEM NO. DESCRIPTION UNIT OF MEASURE EST. QUANTITY UNIT PRICE TOTAL COST Percent Reimbursed Amount Percent Local Funds Amount Percent Reimbursed Amount Percent Unfunded Amount Percent Reimbursed Amount Tahoe Valley Greenbelt & Stormwater Improvement Project - Phase 2 Engineer's 95% Phase 2 Construction Cost Estimate
SWRCB Prop. 1 Grant City Local Match
Phase 2 Construction Funding Distribtion to Funding Sources Phase 2 Total
Project Cost
CTC Prop. 1 Grant ($650K) Unfunded Amount Utility Company Relocations 107 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 3 LS 5,000 $ 0% - $ 0% - $ 0% - $ 100% 5,000 $ 5,000 $
108 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 4 LS 30,000 $ 0% - $ 0% - $ 0% - $ 100% 30,000 $ 30,000 $
109 Greenbelt Site Furnishings/Amenities - Playground Structure, Type 5 LS 3,000 $ 0% - $ 0% - $ 0% - $ 100% 3,000 $ 3,000 $
110 Greenbelt Site Furnishings/Amenities - Eng. Wood Fiber Playground Mulch SF 5,450 5 $ 27,250 $ 0% - $ 0% - $ 0% - $ 100% 27,250 $ 27,250 $ 111 Greenbelt Ornamental Landscape Plantings LS 20,000 $ 0% - $ 0% - $ 0% - $ 100% 20,000 $ 20,000 $
112 Multi-Use Path / Trail Signage (Single Post) EA 13 750 $ 9,750 $ 0% - $ 0% - $ 0% - $ 100% 9,750 $ 9,750 $
113 Roadway/Regulatory Signage (Single Post) EA 4 750 $ 3,000 $ 0% - $ 0% - $ 0% - $ 100% 3,000 $ 3,000 $
114 Object Marker, Type A EA 5 250 $ 1,250 $
90% 1,125 $ 10% 125 $ 0% - $ 0% (0) $ 1,250 $
115 Object Marker, Type B EA 25 450 $ 11,250 $
0% - $ - $ 0% - $ 100% 11,250 $ 11,250 $
116 Traffic Striping / Markings LS 4,700 $
90% 4,230 $ 10% 470 $ 0% - $ 0% (0) $ 4,700 $
117 Revegetation Treatment, Type 1 (Organic Matter and Topsoil Salvage and Replacement) LS 47,000 $ 50% 23,500 $ 6% 2,820 $ 20% 9,400 $ 24% 11,280 $ 47,000 $ 118 Revegetation Treatment, Type 2 (Sod Salvage and Replacement) SY 3,480 25 $ 87,000 $ 50% 43,500 $ 6% 5,220 $ 20% 17,400 $ 24% 20,880 $ 87,000 $ 119 Revegetation Treatment, Type 3 (Woody Vegetation Salvage and Processing) LS 23,500 $ 50% 11,750 $ 6% 1,410 $ 22% 5,170 $ 22% 5,170 $ 23,500 $ 120 Revegetation Treatment, Type 4 (Willow and Rose Salvage and Replacement) EA 100 50 $ 5,000 $ 90% 4,500 $ 10% 500 $ 0% - $ 0% (0) $ 5,000 $ 121 Revegetation Treatment, Type 5 (Seeding Mixes 1, 2, or 3 respectively identified as TT5-1, TT5-2, TT5-3) SY 10,430 10 $ 104,300 $ 50% 52,150 $ 6% 6,258 $ 20% 20,860 $ 24% 25,032 $ 104,300 $ 122 Revegetation Treatment, Type 6 (Mulch Application - processed woody vegetation [TT3], and/or wood chips / tub grindings) SY 6,960 15 $ 104,400 $ 50% 52,200 $ 6% 6,264 $ 15% 15,660 $ 29% 30,276 $ 104,400 $ 123 Revegetation Treatment, Type 7 (Coir 40/400 Netting Installation) SY 4,520 20 $ 90,400 $ 50% 45,200 $ 6% 5,424 $ 20% 18,080 $ 24% 21,696 $ 90,400 $ $ 6,463,515
Total Phase 2 Construction Cost: $6,463,515 $2,139,915 $251,949 $590,874 $3,473,779 $7,000 $6,463,515 10% Contingency: $646,400 $213,991 $25,195 $59,087 $347,378 $700 $646,400 Total Phase 2 Construction Cost Estimate: $7,109,915 $2,353,906 $277,143 $649,961 $3,821,156 $7,700 $7,109,915 Direct Phase 2 Project Administration Costs: $ $0 $43,500 $0 $125,000 $0 $168,500 168,500 Grand Total Phase 2 Project Costs: $7,278,415 $2,353,906 $320,643 $649,961 $3,946,156 $7,700 $7,278,415 Remaining Prop. 1 Funding Available for Phase 2: 2,353,935.00 $ 14% Local/City Proportion of Prop. 1 Grant for Phase 2 136
From: Perkins, Grant@CCC
To: Jason Burke
Cc: Stan Hill
Subject: RE: Prop 1 CCC consultation
Date: Friday, January 7, 2022 9:03:18 AM
Attachments: image001.png
image004.png
Hi Jason,
Yes, I think we can schedule something. I have forwarded this consultation to our special projects as all our consultations have to go through them.

Grant Perkins
Conservationist Supervisor
Tahoe Center
1949 Apache Avenue
South Lake Tahoe, CA 96150
P: (530) 577-0850
C: (530) 721-2347
[email protected]
ccc.ca.gov
From: Jason Burke <[email protected]>
Sent: Thursday, January 6, 2022 2:49 PM
To: Perkins, Grant@CCC <[email protected]>
Cc: Stan Hill <[email protected]>
Subject: Prop 1 CCC consultation
Hi Grant:

As we spoke in the field a few months ago, Prop. 1 grant requirements include a requirement that we consult with the CCC about your ability to assist us with completing stormwater treatment projects. We applied for a Prop 1 grant in 2015, and have put in multiple other Prop. 1 applications for various rounds since then.

In 2015, we received a response from the former center manager John Martinez (attached), but understand the situation has changed at the Tahoe Center in the years past. We are applying for California Tahoe Conservancy Prop. 1 Round 4, which also requires we consult with the CCC about availability to work on the project. We have two work items that could be a way to use the CCC, 137
pending crew availability:

Tree clearing and chipping in future areas where stormwater treatment basins will be built on public land (early spring of ’22), approximately 200-300 small to medium diameter trees Assistance planting plants, rolling out erosion control blanket, and other finishing touches like spreading mulch when the civil contractor is done with the work excavating the new SEZ and stormwater treatment basins, likely in late September early October (’22 or ’23). Realistically, this is often fire season and CCC crews have been overbooked, and this work need to be scheduled in coordination with the contractor to ensure all of the sites are stable by October 15.

Can you confirm or revise the attached statement from 2015 if the CCC Tahoe Center is still available to assist with this grant funded project? If you believe you can help with the tree clearing, we may want to schedule a meeting to talk about scope, scheduling and contracting.

Thanks for the help,
Jason Burke
Stormwater Program Coordinator
City of South Lake Tahoe
1740 D Street
South Lake Tahoe, CA 96150
(530) 542-6038
[email protected]
This is a verified communication from the City of South Lake Tahoe. If you suspect that this message was not sent from a verified source, contact the City of South Lake Tahoe IT department at [email protected]
138
Resolution 2021- 089 November 2, 2021 Page 1 of 1
Resolution 2021- 089
Adopted by City of South Lake Tahoe
City Council
November 2, 2021
Ratification of Grant Application and Commitment to the Requirements of the California Tahoe Conservancy Implementation Grant Funding Programs for the Tahoe Valley Greenbelt and Stormwater Improvement Project

BACKGROUND
A. The City of South Lake Tahoe ( City) is engaged in a collaborative interagency partnership to meet the Tahoe Regional Planning Agency thresholds and install Best Management Practices for the multibenefit Tahoe Valley Greenbelt and Stormwater Improvement Project.

B. Staff has submitted a grant application for Round 4 of Proposition 1 grant funding to the California Tahoe Conservancy for implementation funding for the Tahoe Valley Greenbelt and Stormwater Improvement Project, indicating a $ 5.9 Million funding gap for this Project, and seeks City Council ratification for this application.

C. The grant application for CTC implementation grant funding requires, through resolution, the City’s commitment to the Tahoe Valley Greenbelt and Stormwater Improvement Project and commitment to operate and maintain the Project during the useful life of the Project.

BASED ON THE FACTS SET FORTH IN THE BACKGROUND, BE IT RESOLVED, that the City Council of the City of South Lake Tahoe:

1. Ratifies the grant application for this Project for up to $5.9 Million with no matching funds required.

2. Authorizes and designates the Director Public Works, or designee to sign for, on behalf of the City of South Lake Tahoe, the grant application for the Project.

3. Confirms the City’s commitment to the Tahoe Valley Greenbelt and Stormwater Improvement Project and the City’s commitment to operate and maintain Project improvements throughout the useful life of the Project.

Adopted by the City Council of the City of South Lake Tahoe on November 2, 2021, by the following vote:

Yes: Bass, Creegan, Friedrich, Middlebrook and Wallace
Date: _______________
Tamara Wallace, Mayor
Attest:

Susan Blankenship, City Clerk
The presence of electronic signature certifies that the foregoing is a true and correct copy as approved by the South Lake Tahoe City Council
DocuSign Envelope ID: 8A9D7FF6- 0BFA- 4BA9-8233-833ED688A3A2 11/ 3/ 2021
139

EXHIBIT J
California Tahoe Conservancy - City of
South Lake Tahoe License Agreement
PROJECT PLANS PHASE 1 & PHASE 2
140
1 LICENSE NO. 2022- 0214- LT-279
Tahoe Valley Stormwater and Greenbelt Improvement Project THIS LICENSE AGREEMENT (“ Agreement”) is made on this 5th day of April, 2022, by and between the California Tahoe Conservancy, hereinafter called “ Licensor,” and the City of South Lake Tahoe, hereinafter called “ Licensee”;
W I T N E S S E T H:

1. License.

Subject to the provisions hereof, Licensor hereby grants to Licensee a license (“ License”) for:

Access onto and through, and construction within, portions of El Dorado County Assessment Numbers: 023-211-010; 023-211-044; 023-231-003; 023-231-010; 023-231- 012; 023-381-001; 023-381-010; 023-430-040; 023-681-001; 032-141-002; 032-141-003; 032-152-020; 032-278-021; 032-278-022; 032-278-023; 023-241-023 and 032-278-024 License Area”), for the purpose of conducting surveys, construction and maintaining the Tahoe Valley Stormwater and Greenbelt Improvement Project (“ Project”), which includes constructing and maintaining the improvements described in Exhibit A (“Improvements”) and as depicted in Exhibit B, and all activities and incidental activities related to the Project and the maintenance of the Improvements. Access for construction of the Improvements and access for construction of the Project is limited to the License Area.

Licensee may use necessary heavy equipment to dig, construct, backfill, and may use all equipment necessary to construct and maintain the Improvements. During construction of the Improvements, Licensee will enclose the portions of the License Area to be used with construction fencing and utilize appropriate Best Management Practices ( BMPs) required for any permits associated with the Project. Licensee may utilize all equipment as reasonably necessary to complete the Project to access the License Area.

Licensee’ s right to access and use the License Area is nonexclusive, and Licensor and the public shall have the right to enter and use the License Area for any purpose that will not unreasonably interfere with the rights granted to Licensee under this Agreement. Licensee shall use the least restrictive practices available during construction or maintenance activities to mimize impacts on public access to the License Area.

2. Adherence to the Terms of Relevant Grant Agreements.

The terms of this Agreement shall, at all times, be carried out in accordance with all terms of any and all grant agreements and subsequent amendments to such grant agreements entered into by Licensee for any and all projects or other actions to be taken on the parcels listed above that are included in the License Area. In the event of any inconsistency between the terms of such a grant and this Agreement, the terms of a grant shall control.

C-044-2022 141
2 3. Term.

The term (“ Term”) of this Agreement shall be 25 years, commencing on the date of execution of this Agreement, unless terminated earlier by mutual agreement in writing by all parties to this Agreement or due to breach of the requirements of this Agreement. During the Term, Licensee shall have the right to construct the Project and Improvements, and following completion of construction of the Improvements, Licensee shall be obligated to maintain the Improvements until the end of the Term and pursuant to the terms of any and all grant agreements. The parties may extend the Term by mutual agreement in writing.

4. Access.

Licensor agrees that for the duration of this Agreement, subject to all of the conditions and terms hereof, any employee or agent of Licensee or duly authorized contractor performing construction pursuant to the Improvements may enter upon and use the License Area for the purposes set forth herein.

5. Conditions Precedent to Construction.

In addition to any other conditions contained herein, Licensee shall not begin constructing Improvements within the License Area until Licensee has completed all conditions precendent set forth herein and until Licensee has received all required permits and received required approvals, and Licensor’ s Executive Director or designee has approved commencement of contruction in writing.

Prior to construction, Licensee shall provide notice as set forth in Section 6, “ Public Notice,” below.

6. Public Notice.

Licensee shall provide reasonable notice to the public of the Project purpose, duration, and limitations of public access. If reasonable public access is inhibited by activies under this License, Licensee shall post signs showing alternate access routes to recreational areas, if applicable. If alternative access routes are unavailable, Licensee shall provide reasonable notice to the public of the duration of limitations to public access. Licensee shall provide the public with a method for communicating comments or questions to Licensee, and Licensee shall reasonably respond to all public inquiries regarding the Improvements and the Project for five (5) years from the date of execution of this Agreement.

7. License Fee.

There is no fee required to be paid to Licensor for Licensee’ s use of the License Area. Licensor has chosen to waive any fee due to water quality and public health and safety benefits of the Improvements.

C-044-2022 142
3 8. Expenses of Licensee.

Licensee shall bear the sole risk and pay all costs and expenses of whatever kind and nature which arise from this License, including, without limitation, expenses to reconstruct, repair, and restore the License Area to the same or better condition it was in prior to its use by Licensee, as required by Section 14(B) below.

If Licensor shall have made payments on behalf of Licensee for any costs or expenses incurred herein, Licensee shall reimburse Licensor within ten (10) days from the date such costs or expenses were incurred. Licensor shall have a lien on any Licensee- owned property on Licensor’ s property as security for repayment of said amount.

9. Maintenance of Improvements.

Licensee shall be obligated to operate and maintain the Improvements constructed within the License Area through the Term of this Agreement pursuant to Section three ( 3). Where additional improvements are constructed pursuant to a project funded in whole or in part by Licensor under a grant agreeement provided by Licensor, such improvements shall be operated and maintained in a manner consistent with the terms and provisions of such grant agreement.

Unimproved parcels utilized for staging shall be fully restored to natural conditions immediately following construction of the Project and Improvements. Licensor may be excused from its maintenance of the Improvements only upon the written approval of the Executive Director or designee for good cause. “ Good cause” includes, but is not limited to, natural disasters which destroy the Improvements and render the Project obsolete or impracticable to rebuild.

10. Qualifications on Use.

Licensee shall neither use nor permit any use of the License Area for any purpose other than that set forth in Section 1 hereof. Licensee will exercise due diligence to not cause any damage while using the License Area and will ensure prompt notification to the Licensor’ s Executive Director or designee, if any damage occurs.

Licensee shall not do or suffer to be done in or upon said License Area any act or thing which is or may be a nuisance. Licensee shall not use or knowingly permit others to use the License Area for any unlawful purposes. In the event Licensor determines that Licensee’ s use of the License Area is causing damage to the License Area, Licensee agrees to take corrective measures to eliminate further damage. If any damage is caused to the License Area, Licensee agrees to promptly repair or pay the full replacement value of such damaged property to Licensor, at Licensor’ s discretion.

This License does not confer upon Licensee any drilling rights or any water or mineral rights or the right to extract or remove any timber existing on the License Area or any water or minerals of any kind or character, including without limitation oil, natural gas, hydrocarbon substances, geothermal steam, or minerals in solution. Unless authorized in writing by Licensor, Licensee shall not destroy, cut, or remove any timber, trees, or firewood standing or lying thereon, or permit others to commit any of said acts on the License Area.

C-044-2022 143
4 The License Area shall not be used for displaying signs and notices other than those connected with the use of the License Area contemplated by this License.

Licensee shall, at its expense and to the satisfaction of Licensor, keep and maintain the License Area in good order and repair and in a neat and safe condition. If Licensee shall fail to perform its obligations under this section, Licensor may take action so as to keep and maintain the License Area in good order and repair and in a neat and safe condition and Licensee shall reimburse Licensor for all costs associated with such action pursuant to Section 14 of this Agreement.

11. Prior Encumberances.

Licensor makes no representations or warranties concerning the condition of the License Area.

This License is subject to all easements, leases, liens, conditions, restrictions, encumbrances, and claims of title which may affect the License Area. Licensee accepts the License Area (including, without limitation, Licensor- owned improvements, if any) in their present condition and without any representation or warranty by Licensor as to the condition of such License Area or improvements, and Licensor shall not be responsible for any defect or change of conditions in the License Area or such improvements, any damage occurring thereto, or for the existence of any violation of any municipal, county, State, bi-state, or federal law, order, rule, regulation, or ordinance.

12. Fees and Assessments.

Licensee shall pay, before they become delinquent, all charges, fees, taxes, and assessments imposed on the License Area by reason of this Agreement. If Licensor makes payments on behalf of Licensee for any charges, fees, taxes, or assessments incurred herein, Licensee shall reimburse Licensor within thirty (30) days from the date Licensor provides notice to Licensee of such costs or expenses.

Licensor has the right to post notices of non-responsibility upon the License Area, and to otherwise notify, actually or constructively, any entity or persons supplying services or materials to the License Area that Licensor is not responsible for the cost thereof. Licensee covenants and agrees to keep the License Area free from any mechanic’ s or materialmen’ s liens claimed by any person, firm, or corporation employed by or on behalf of Licensee for any work or services performed under this Agreement. In the event of the filing of any such liens, Licensee shall cause such lien to be released within five (5) days after Licensor’ s written notice to do so. Licensee shall indemnify and defend Licensor and the State of California against any and all liability, cost, and expense including attorney’ s fees incurred by Licensor or the State of California as a result of any such lien.

13. Permits.

Licensee shall obtain at its expense all necessary permits and approvals for the use of the License Area. In the event Licensee has not obtained all permits necessary, this License may be C-044-2022 144
5 terminated by either party. Licensee shall adhere to the terms of all permits and approvals applicable to the Improvements and the Project.

Licensee shall seek all permits, licenses, and/or approvals applicable to the repair and operation of the facility as contemplated by this Agreement including, but not limited to, building and/or use permits required by any public body having jurisdiction over the Property.

14. Indemnification and Insurance.

A. General.

Licensee agrees to release, hold harmless, indemnify, and defend ( with counsel approved by Licensor) Licensor from and against all liability, cost, and expense ( including, without limitation, attorney’ s fees, in addition to costs of suit and judgment) for loss of or damage to any property or loss of the use thereof or for injury to or death of any person when arising or resulting from:
a) the use of the License Area or adjacent property by Licensee, and any agent, licensee, contractor, subcontractor, partner, or any other authorized representative of Licensee other than an agent, employee, or invitee of Licensor); or b) Licensee’ s breach of any provision of this License, whether or not caused or contributed to by the negligence, active or passive or otherwise, of Licensor, its employees, agents, invitees, or any other person.

B. Environmental Impairment.

Licensee, at its expense, shall comply with all applicable laws, regulations, rules, and orders with respect to the use of the License Area, 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 furnish satisfactory evidence of such compliance upon request of Licensor.

Licensor shall obtain and comply with the terms and provisions of all licenses, permits, and approvals required by any local, regional, State, bi-state, or federal organization with authority to regulate the activities of Licensee under this License.

Should any discharge, leakage, spillage, emission, or pollution of any type occur upon or from the License Area due to Licensee’ s use and occupancy thereof, Licensee, at its expense, shall be obligated to clean all the property affected thereby, whether owned or controlled by Licensor or any third person, to the satisfaction of Licensor ( insofar as the property owned or controlled by Licensor is concerned) and any governmental body having jurisdiction thereover.

Licensee shall indemnify, hold harmless, and defend Licensor against all liability, cost and expense ( including, without limitation, any fines, penalties, judgments, litigation costs, and attorney’ s fees) incurred by Licensor as a result of Licensee’ s breach of this section, or as a result of any such discharge, leakage, spillage, emission, or pollution, regardless of whether such C-044-2022 145
6 liability, cost, or expense arises during or after the License term, unless such liability, cost, or expense is proximately caused solely by the active negligence of Licensor.

Licensee shall pay all amounts due hereunder within thirty (30) days after any such amounts become due.

C. Insurance.

In the event that Licensee enters into an agreement or agreements with independent contractors or other third parties other than agencies of the State of California authorizing such parties to enter onto the License Area, such agreement( s) shall require that Licensee’ s contractor( s) maintain general liability insurance in an amount of one million dollars ($ 1,000,000) or such other lesser amount as shall be reasonably approved by Licensor. In addition, Licensee shall make reasonable efforts to ensure that Licensor, and its officers, officials, employees, and volunteers, are included as additional insureds under the insurance required above and that a copy of the endorsements or certificate naming them as additional insureds is furnished to Licensor as soon as is practicable. In the event the contractor or third party is unable to name Licensor as an additional named insured, Licensee shall so notify Licensor. Within five (5) working days thereafter, Licensor shall notify Licensee whether Licensee may proceed with authorizing the contractor to enter upon the License Area.

The company or companies providing such insurance shall have no recourse against Licensor and the State of California, and their members, officers and employees, or any of them, for payment of any premiums or assessments under such insurance. Licensor shall also be provided with notice of any proposed cancellation of insurance.

15. Termination or Expiration.

A. General.

Termination, revocation, or expiration of this License shall not release either party from liability resulting from an event which occurred prior to such termination, revocation, or expiration.

B. Surrender of License Area.

Upon completion of construction of the Improvements, Licensee shall discontinue the use of the License Area for construction purposes and, within sixty (60) days, shall remove all personal property of Licensee, including all construction equipment, vehicles, and machinery, from the License Area. Upon completion of construction of the Project and Improvements, Licensee shall restore the unimproved portions of the License Area as nearly as possible to the condition in which they existed at the time of Licensee’ s initial entry onto the License Area pursuant to this Agreement. If the Licensee and Licensor do not extend Licensee’ s right to use the License Area before the expiration of the term of this License as set forth in Section 3, Licensee’ s right to use the License Area for maintenance of the Improvements shall cease immediately.

C-044-2022 146
7 Property of Licensee not removed from the License Area within sixty (60) days after the termination, revocation, or expiration of this License shall become the property of the Licensor.

Licensee agrees to reimburse Licensor for the cost and expense incurred by Licensor in restoration of the License Area and disposing of said property of Licensee not so removed. If Licensee fails to surrender possession of the License Area upon termination or revocation of this License, Licensor shall have the right, to the extent permitted by law, to re-enter the License Area and remove Licensee and any person or entity claiming through Licensee from the License Area.

C. Quitclaim of Rights.

In the event that Licensee obtains any form of property rights, as a result of this License, whether land, water, mineral, or otherwise, upon expiration or abandonment of the License Area by Licensee, Licensee shall, within thirty (30) days after demand from Licensor to do so, execute and deliver, in recordable form, a quit claim deed conveying any and all rights which may have been obtained by Licensee.

16. Default.

Licensee shall be in default under this License if Licensee fails or refuses to perform any other covenant or condition of this License.

If Licensee fails to cure a default within thirty (30) days after notice from Licensor to do so, Licensor shall have the right, without further notice and in addition to any other remedies Licensor may have at law or equity, to revoke this License forthwith and to retake possession of the License Area. If, however, the default is one that cannot reasonably be cured within 30 days, then the parties will meet and confer on a timeline for cure and Licensor will not revoke the License so long as Licensee continues to diligently pursue a cure in a good faith effor to meet the mutually agreeable timeline for cure.

17. Nonwaiver.

Licensor’ s failure to enforce or exercise its rights under any term, condition, or covenant of this License shall not be construed as a waiver of such rights or such term, condition, or covenant.

18. Attorney’ s Fees.

If either party takes any steps or brings an action to compel performance of or to recover for breach of any term of this License, the losing party shall pay reasonable attorney’ s fees of the prevailing party, in addition to the amount of judgment and costs.

19. Notices.

Any notices, demands, or statements herein requested or required to be given by one party to the other shall be in writing. Delivery of such written notice, demand or statement shall be conclusively taken as sufficient if and when delivered in person or deposited in the United States C-044-2022 147
8 mail, registered or certified, postage fully prepaid, addressed, if to Licensor at 1061 Third Street, South Lake Tahoe, CA 96150, and, if to Licensee, to the City Manager, 1901 Lisa Maloff Way, South Lake Tahoe, CA 96150, with a copy to the City Attorney at the same address. Either party hereto may by written notice change the address to which such notices, demands, or statements may be sent. All payments from Licensee to Licensor shall be made to Licensor at Licensor’ s address for notices unless Licensor gives Licensee notice of another address for making payments. Licensor may change by written notice the address where payments to Licensor shall be made.

20. Time is of the Essence of this License.

Time is of the essence of this License.

21. Entire Agreement.

The contents of this License are the entire agreement between the parties, relating to the rights granted and the obligations assumed herein. Any oral representations or modifications of this Agreement shall be of no force and effect unless embodied in a subsequent modification in writing signed by the party to be charged.

22. Modification.

This License shall not be modified except by the written agreement of the parties.

23. Licensor and Licensee.

The terms “ Licensor” and “ Licensee” as used in this License includes each party’ s members( s), officer( s), contractor( s), agent( s), or employee( s), and the successors and assigns of any of them.

24. No Third Party Beneficiaries.

Nothing in this License is intended to create in the public or any member thereof rights as a third party beneficiary hereunder.

C-044-2022 148
9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate as of the day and year first herein written.

CALIFORNIA TAHOE CONSERVANCY CITY OF SOUTH LAKE TAHOE

LICENSOR LICENSEE
By: _____________________ By: _______________________________ Michael Steeves Devin Middlebrook
General Counsel Mayor
1061 Third Street 1901 Lisa Maloff Way
South Lake Tahoe, CA 96150 South Lake Tahoe, CA 96150
530) 542-5580 ( 530) 208-8199
Michael. steeves@tahoe. ca.gov dmiddlebrook@cityofslt. us California Tahoe Conservancy Contact:

Scott Cecchi
530) 208-8323
scott.cecchi@tahoe. ca.gov
Attest Mayor’ s signature:

By: ______________________________
Susan Blankenship, City Clerk
Approved as to form:

Heather Stroud, City Attorney
The presence of electronic signature certifies that the foregoing is a true and correct copy as approved by the South Lake Tahoe Council.

C-044-2022
Sue Blankenship ( Apr 6, 2022 14: 19 PDT) Apr 6, 2022
Heather Stroud ( Apr 6, 2022 16: 28 PDT)
Heather Stroud
Michael Steeves ( Apr 12, 2022 09:33 PDT) Devin Middlebrook ( Apr 6, 2022 18:12 PDT) Michael Steeves Apr 12, 2022
149

EXHIBIT A
James/ Eloise Project Area ( north of US50)
Greenbelt Project Area ( central)
Parcel Address Proposed Improvements
023-681- 001 969 Council
Rock Road
Exhibit B-1]
Stormwater roadway culvert, and pipe outlet rock apron/ dissipater and channel facilities
023-211- 010 2208 Eloise
Avenue
Exhibit B-2]
Stormwater vegetated channel, and stormwater roadway culvert and pipe outlet rock apron/ dissipater and channel facilities
023-211-044
2193 James
Avenue
Exhibit B-2]
Stormwater channel retrofit, and connectivity to proposed vegetated swale Note: existing Caltrans stormwater infiltration gallery from US 50 storm drain system is located on parcel)
023-241- 023 2122 Lake Tahoe
Blvd.

Exhibit B-3]
Multi- use paved trail connector ( Greenbelt entry trail); stormwater open space surface conveyance/ treatment area; existing stormwater pipeline retrofit/ replacement
023-231- 010 2113 Helen
Avenue
Exhibit B-4]
Stormwater treatment basin and riparian SEZ enhancement, and stormwater pipelines; multi- use paved trail, pedestrian lighting, Greenbelt open space, and recreational trail amenities/ site furnishings
023-231- 012 2108 Barton
Avenue
Exhibit B-4]
Stormwater treatment basin and riparian SEZ enhancement, stormwater pipelines and basin outlet structure facilities; multi-use paved trail, pedestrian lighting, Greenbelt open space, and recreational trail amenities/ site furnishings 023-381- 010 2086 Helen
Avenue
Exhibit B-5]
Stormwater treatment basin and riparian SEZ enhancement; multi-use paved trail, elevated boardwalk, pedestrian lighting, Greenbelt open space, and recreational trail amenities/ site furnishings
023-381- 001 N/A – (Helen
Avenue)
Exhibit B-6]
Stormwater treatment basin and riparian SEZ enhancement; multi- use paved trail, and Greenbelt open space
023-231- 003 2070 Lake Tahoe
Boulevard
Exhibit B-6]
Stormwater treatment basin and riparian SEZ enhancement; multi- use paved trail, and Greenbelt open space
023-430- 040 N/A – (B Street) [ Exhibit B-7]
Stormwater treatment basin, stormwater channel retrofit, and riparian SEZ enhancement; native soil/DG walking trails, footbridge structure, and Greenbelt open space
C-044-2022 150
Bonanza Project Area ( west of US50 / SR89)
032-141- 002 1100 Emerald
Bay Road
Exhibit B-8]
Stormwater treatment basin; stormwater inlet/sediment trap, pipeline and pipe outlet rock apron/ dissipater, and basin outlet structure facilities; and wood buck/pole barrier fencing
032-141- 003 1120 Emerald
Bay Road
Exhibit B-8]
Stormwater treatment basin
032-152- 020 1234 Bonanza
Avenue
Exhibit B-9]
Stormwater treatment basin; stormwater pipeline and pipe outlet rock apron/ dissipater, and basin outlet structure facilities; and wood buck/ pole barrier fencing
032-278- 021 1177 Margaret
Avenue
Exhibit B-10]
Stormwater treatment basin; stormwater inlet, pipeline and pipe outlet rock apron/ dissipater facilities; and wood buck/ pole barrier fencing 032-278- 022 1881 D Street [ Exhibit B-10]
Stormwater treatment basin; and wood buck/ pole barrier fencing 032-278- 023 1885 D Street [ Exhibit B-10]
Stormwater treatment basin; and wood buck/pole barrier fencing 032-278- 024 1889 D Street [ Exhibit B-10]
Stormwater treatment basin; pipeline and pipe outlet rock apron/ dissipater, and basin outlet structure facilities; and wood buck/ pole barrier fencing C-044-2022 151
11"
11"
8"
14"
13"
10"
16"
14" 16"
11"
11" 10"
12"
11"
9"
9"
8"
12"
9"18"
8"
12"
10"
14"
11"
11" 9" 9"
6"
8" 9"
8"
10"
9"
12"
11"
36"
8"
14"
10"
18" 17" 11"
16" 9"7"
8"6"
6"
7"7"12"
12"
6" 6"
10"
8"
8"8"
8"
12" 7" 12"
10" 8"
8" 8"
6"
13"6"
10"
0+0+001+ 00PI:

12. 83PI: 0+ 2 9.
2 8 PI: 0+

74. 91 CALIFORNIAEL

DORADO COUNTY TAHOE VALLEY STORMWATER

AND GREENBELT
Job
No:

Scale: Date:
1"=30'
11/
2021
E3204006000EXHIBITRENO5496RENO

CORPORATEDRIVERENO,
NV89511 TEL: ( 828- 775) 4362FAX: ( 775)
851-8046WWW.

CARDNO.COM

IMPROVEMENT PROJECT

LICENSE AGREEMENT

INLET/ OUTLET
CONTROL (TYP.)TREE
REMOVAL ( TYP.)REMOVE EX 18"
SD CMP INSTALL 23" x
14" RCEP STORM

DRAIN PIPE

INLET/ OUTLET
CONTROL (TYP.)COUNCILKRO C
D
RTAHOE

KEYS B LVD
CTC 023- 681-
001 023- 681-
002 023- 761-
014 023- 221-
020 023- 682-
014 023- 682-
013 PROPERTY LINE (TYP.)
APN: 023-681-
001 CTC
PROPERTY BOUNDARY B- 152
X
X
XX

XXX XXXXXXXXXX X
XXX
X
X
X

XXXXXXXXXXXXXXXXX
X
XXXX

XXXXXXXXXXXXXXXXXXX
XXXX
XX
12"
16"
12"
12"
17"
19"
13"
12" 15"
15"
11"
10"
27"
22"
22"
14"
14"
14" 11"
30"
13"
15"
24" 20"
21" 26" 15"17"
15"
14"
14"
16"
19"
19"
12"
20"
18"
21"
17" 18"
16" 14"
15"
12" 14" 15"
12"
12"
14" 15"
16"
16" 19"
11"
8"
11"
10"
14"
10"
6"
6"
6"
18"p
14"
15"
11"
9" 9"
9"
10"8"
7"
8"
9"6"
10"
7"14"
6"
10"
9"
12"
10"
10"9"
8" 8" 9"7"7"9"
7"7"
10" 10" 10"
10"
10"
10" 7"
11"
14" 14"
13"
24"
8"
0+
001+002+
0 0
0+
0 1+0
0 01+
847+ 501+
002+ 00
004+3+
00 5+
00 6+
007+
001+
002+ 00 3+
00DDCALIFORNIAEL DORADO

COUNTY TAHOE
VALLEY

STORMWATER

AND GREENBELT
Job No:

Date:

Scale:
1"=80'11/2021
E3204006000EXHIBITRENO 5496
RENO CORPORATE DRIVE NVRENO, 89511 TEL: ( 775)
828-4362FAX: (
775) 851-
8046 WWW.

CARDNO. COM

IMPROVEMENT

PROJECT LICENSE

AGREEMENT

INSTALL

RIPRAP DISSIPATOR

TREE REMOVAL
TYP.)

CONSTRUCT

VEGETATED SWALE CULVERT

INLET CONTROL

CONSTRUCT

MEANDERING LOW FLOW

VEGETATED SWALE CTC
023- 211- 010
023- 211- 003
004023- 211-
023- 211- 047
023-211- 021CTC
023- 211- 044 PROPERTY LINE (TYP.)APN:
023-211- 010 & 023-
211-044 INSTALL
34"x22" RCEP STORM

DRAIN PIPE INSTALL
23"
x14" RCEP

STORM DRAIN PIPE

CONSTRUCT ROCK

WEIR INSTALL
24"Ø

RCP STORM

DRAIN PIPE

INSTALL FLARED

END SECTION

INSTALL FLARED

END SECTION

CONSTRUCT

ROCK LINED

SWALE ROAD SHOULDER

STABILIZATION AGGREGATE SECTION
023- 211- 043
023- 211- 005
023- 211- 048
019023- 211-
023-
211-
022 023-211-
040JAMES AVE
ELOISE AVE CTC 153
X
X
X
X12"
41"
32"
35"
26"14"
16"
13"
15" 48"
12"
14"
12"
14"

EX G AS
8 STL EX G
AS
8 STL
EX
GAS
8 STLEX
GAS
8 STL
E
X
G
A
S
6 S
T
L
E
X
G
A
S
6 S
T
L
E
X
G
A
S
6 S
T
L
EX
S
S
8 EX
SS
8EX
SS
8 EX
SS
8EX SS
8 EX SS 8EX
SS
8 EX SS
8EX SS 8EX
SS
8EX
SS 8EX
SS 8

EX SS
8 EX
SS
8 EXS
S
8 EX
SS
8 EX
SS
8 EX
S
S
8 EX
SS
8 EXS
S
8 EX
S
S
8EX
SS
8EX
SS
8EX SS
8EX
SS
8EX TEEL WL
8 S
EX
WL
8 ST
E
EL
EX
WL
8 STE
EL
EX
WL
8 STEELEX
WL
8 STEELEX
WL
8 STEELEX
WL
6 STEELEX
WL
6 STEELEX WL
6 STEELEX
WL
6 STEELE
X
W
L
4 S
T
E
E
L
E
X
W
L
4 S
LT E E
E X WL
4 S
T
E
ELE
XWL4S
T E
E
LEX

TELEEX TELEEX

TELEEX TELEEX
EL
T

EEXTELEEXTELEEX

TELEEXTELEEXTELEEX

SDEXSDEXD S
DEXS
DEX
SD EX

SDEX SD EX

SDEX SDEX SDEX
SDEX

SDEX SDEX SDEX

SDE X G
A S 2S
EX
T
2 L
G AS
STL

SD EX SD
18X30SD E
X G A
S
E
X G
A
S E X
G A S
DDD3+
004+ 007
0 0 001+50PI:
1+
1+

33. 611+
00PI:
1+76.
08 00
1+
1+50
2+002+50DCALIFORNIAEL

DORADO COUNTY TAHOE VALLEY

STORMWATER AND GREENBELT
JobNo:Scale:

Date: 1"=
40' 11/2021 154
X
X
XXX
16"
16"
6"
26"
10"
8"
10"
6"
10" 8"
20"
24"
24"
30"
8"
10"
18"
12"
22"
20"
36"
12"
30" 10"
22"
22"
26"
26"
18"
24"
24"
26"
20"
26"
18"
24"
18"
16"
12"
14"
12"
EX
GAS 2
STLEX
GAS
2 STLEX
GAS
2 STLEX

GASEX GASEX
SS
8 EX SS
8 EX
SS8
EXSS
8EX SS
8EXSS
8EX SS
8 EX
SS 8
EXSS
8EX
WL
4 STEELEX WL
4 STEELEX WL4

STEELEX
WL4

STEELEX
WL 4
STEELEX WL4
STEELEX WL4
STEELEX SS8EX SS8EX
SS
8EX
SS
8EX
SS 8EX
SS 8EX
SS8EX SS
8EX SS 8EX SS 8EX

SDEX SDEX
SDEX
SD

EX SDEX
G A
EX
S
GASEX
GAS

EXGAEXSGAS
SSCEX
SD
15 X
2 1 EX
SD 1
5X 2 1 EX S D
15 X
21 EX SD
60EX
SD 6060
inch
pipe EX SD
18X30S EX GASEX
GASEX
GASD1+ 002+003+
001+501+
00 50 1+
1+
002+002+
50DCALIFORNIAEL DORADO

COUNTY TAHOE

VALLEY STORMWATER
AND
GREENBELT Job No: Scale:

Date:1"=40'
11/2021 E3204006000
EXHIBITRENO 5496 RENO CORPORATE DRIVE
RENO, NV 89511
TEL: (775) 828-
4362 FAX: (
775) 851- 8046
WWW. CARDNO. COM

IMPROVEMENT PROJECT LICENSE
AGREEMENT CTC 023-
231-
010 PROPERTY
LINE (TYP.)APN:
023- 231-010 & 155
023-
381-
010CTCX
X
X
X
X
X
X
X
X
X
X
X
X
16"
10"
14"
16"
30"
26"
36" 28"
12"
10"
8"
8"
10"
18"
14" 14"
14"6"
12"
10"
16"8"
12"
6"
22"
14" 18" 10"
8"8"
14"
12"
10"
10"
16"
20"
20"
16"
20"
30"
20"
6"
6"
22"
16"
16"
18"
18"
18"
16" 8"
14"
12"
18" 6"
12"
22"
12"
6"
8"
8"
14"
12"12"
12"
12"
12"
12"
12"
12" 12"
12"
12"
12"
12"
12"
12"
12"
12"
12" 12"
12"
12"
12"
12"
12"12" 12"
12"
12"
12"
8"
6"
12"
12"
6"
12"
12"
12"
12"
12"
12"
12"
12"
12"
30"
22"
24"
26" 20"
22"
26"
22"
6"22"
20"
8"
26"
22"
12"
20"
22"18"
22"
10"
16"
16" 16"
12" 14"
16"
6"22"
20"
12"
32"
30"
6"
6"
12"
42" EX
GASEX

GASEX GASEX
SS
8EX SS
8 EX
SS
8EX
SS
8EX SS
8EX SS 8EX SS
8 EX
SS
8EX
SS 8EX
SS 8EX
SS
8EX
SS8EXSS8EX
SS8EXWL
4STEELEX WL4WL STEELEX WL4STEELEX
WL4

STEELEX SS
8EX SS 8EX
SS 8EX SS 8EX
SS
8S S CALIFORNIAEL

DORADO COUNTY TAHOE

VALLEY STORMWATER AND

GREENBELT
Job No:

Scale:Date:1"=
40'
11/2021 E3204006000
EXHIBITRENO 5496

RENO CORPORATE

DRIVE RENO, NV
89511 TEL: (775)
828- 4362 FAX: (
775) 851- 8046
WWW. CARDNO. COM

IMPROVEMENT PROJECT LICENSE

AGREEMENT PROPERTY LINE (
TYP.)APN: 023-
381- 010 CTC
023- 381-
010 12' WIDE 156
023- 381- 003
CSLT
023- 231- 003
CALIFORNIA TAHOE CONSERVANCY 023-
381- 010CTC023- 381-
001CTC023-
201-
040CIT
Y
OF
SLT
X
X
XXXXX
XX
XX
XXX
X
X
X
X
X
X
X
32"
28"
28"8"
6"
10"10"
26"
16"
10"
14"
14"
10"
48"
36"
14"
16"
20"
16" 30"
26" 36" 28" 12"
10" 8"
8"10"18" 14"14"
14"
12"6"
10" 8"
16"
6"12" 22" 18" 14"
10"
8"
14" 8"
12"
10"
10" 12"12"
28"
18"
8"10"
24" 28" 6" 22"
28" 26" 26"
12"
12" 22" 10" 10" 20" 16"
24" 10" 32" 8"14"
16" 12"
10" 26" 26" 10"
16" 38"
12"
12"
14"
10" 16"
10" 28"
28"10" 16" 24"20" 22"26"
18"
18"
6" 16" 10" 24" 32"
10"
16"
28"
6"
10"
20" 22"
22"
14"
12"
12"12"
10"
6"
10"
10"
16"
16"
8"46"
16" 20"
20"
16"
20"
30"
20"
6"
6"
10"
10"
10"
22" 18"6"
8"
8"
12"
14"
12"
6"
6"
14" 10"
6"
22" 16"
16" 18"18" 18"
8"
16"
12" 14"
6"18"
26"
18"
12"12"
18"
18"42"
6"6"
34"30"18"
18" 16"
16" 16"
6"
26" 10"
8"
10"
10"6"
20" 8
34"
12"
22"
24"
10"30"
8"
30" 12"
16"
16"
22"
24"
24"
12"
44"
38"
10"
34"
38"
34"
8"
6"
10"10"
6" 10"
6" 8"
6" 8"
6"
6"6"
8" 8"
10"
8" 6" 6"
16"
16"
12"
10"
38"
40"
46"
44"
8"
6"
10"
8"
8" 8"
6" 6" 6" 8"
16" 8"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
12" 8"
8"
8"
8" 8"
8"
6"
6"
6"
6"8" 12" 14" 14"
26"
20"
18"20"
16"
24" 6"
8"8"
6"
6"8"
8" 8"
10"
6"10"
6"
6"
10"
10"
10" 12"
12"
14"
6"
12"
12" 10"
8"8"
8"
6"10"
8"10" 10"
8" 6" 6"
26"
40" 16" 20"6" 8" 12"
8"8"
12"
14" 12"
6"
10"
12"
12" 12"
8"14" 6"
8" 10" 8"
6"8"
10" 8"
8"
8"
8"
14"
14"
10"
6"
8"
8" 14"12" 26"
36" 16"
6" 26"
10" 18"
24"
18"
16" 12" 14" 12"
12"
12"
12"
12"
12"12"
12"
12"
12"
12"
12" 12"
12"
12"
12"12"
12"
12"
12"
12"12" 12"
12"
12"12"
12"
12"
12"
8"
6"
12"
12"
6"
12"
12"12" 12"
12"
12"
12"
12"
12"
22"30"
24"
20"
26" 22" 26"
22"
6"
22"
20" 8"
26"
22" 12"
20"
22"
18"
22" 10" 16"
16"
16"
14" 20" 12"
32" 30"
6" 6"
12" EX
SDEX SS 8EX
SS 8EX
SS 8EX
SS 8

EX SS
8 EX SS
8 EX
SS
8 EX
SS 8

EX SS
8 EX SS
8 EX SS
8 EX
SS 8
EX
SS 8
EX
S S
8 EX
SS 8
EX
SS 8

EX SS
8 EX S
S 8
EX
SS 8
EX
SS 8

EX SS
8 EX S
S 8EX
SS 8EX
SS 8EX
SS 8EX
SS 8EX
SS 8EX SS 8EX
SS 8EX SS 8EX
SS 8EX SS 8EX
SS 8EX SS 8

EX SS 8 EX
SS 8 EX SS
8 EX
SS
8EXSS8EXS8
EXSS8EXSS8EXS
S
8 EX
S
S
8 EXSS 8

EX SS 8EX SS
8 EX
SS
8EX
WL 4

STEELEX WL
4 STEELEX
WL4STEELEXSS
8EXSS8EX
SS8EXSSEL8EX ECEX
ELEC
EXEL
EC

EX EL E

C EX EL E C EX EL
E C EX

ELECEX ELECEX

TELEEX TELEEX

TELEEX TELEEX TELEEX

TELEEX TELEEX TELEET EX SDEX
SDEX GAS 2
STLEX GAS 2
STLEX
GAS 2 STLEX
GAS 2 STLSS

SD EX S
D 1 5
X 2 1

EX S D
1 5
X
2 1
S
S
S
S EX SD 36X56EX
SD 36X56EX
SD 36X56EX

SDEX SDEX SDEX
SDEX SDEX SD1+
002+001+50
1+002+
00DCALIFORNIAEL DORADO COUNTY 157
023- 0 8 1
0 0 5
CSLT
023- 4 3 0
0 4 0
CTC
X
X
22"
22" 18"
6"
40"14"
34" 38"
36"
30"
26"
30"
12"8"
16"
26"
28"
10"
12"
12" 16"
14"
14"8"
10"
12" 6"
10" 10"
8"
8"
8"
6" 6"
24"
32"
28"
28"
24"
12"
6"
8"
10" 6"
6" 16"
12"
6"
14"
20"
10" 6"6"
10"
34"
22" 6"
26"
30"
28"
22"
14" 18"
28"
10" 6"30"28"24"
32"
14" 26"
14"
8"
8"
12"
6" 6"
10"
8"
6"
8" 12" 10"
34"
30"
16" 14"
12"
28"
12"
12" 28"
24"
14" 34"
20"
18"
12"
10"
18"
12" 16"
22"
8"
24"
18"
26" 10"
22"
10"
28"
14"
6"
14"
30" 22"
22"
12"
8"
16"
18"
14" 6"
6"6"
6"
6"
28"
10"
14"18"
6"24"
26"
14"
26"
16" 24"
12"
10" 6"
8"
16"
26" 26"
28" 8"22" 16"
14"
32"
6"
36"
28"
8"
14"
14" 14" 18"
6" 28"
12"
30"
12"
10"
14"
14"
14"
8"
16"
10"
20"
8"
6"
10"
12"
12"
18"
6"
14"
12"
12"
8"
10"
18" 6"
22"
28"
38"
34"
24"
10"
36"
10"
6"
40"
12" 38"32"
28"
28"14"
12"
30"
22"
16"
10"
6" 14"
6"
8"
26" 10"
10"
22"
16"
26"
28"
10"
6"
30"
13"
19"
32"
8"
22"
EXSS 8EX8EX SS
SS 8EX SS 8EX SS 8EX SS 8EX SS 8EX SS 8EX SS 8EX SS 8EX SS 8EX SS 8EX SS
8EX SS 8EX
SS 8EX SS
8EX SS 8EX
SS 8EX SS
8EX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL
8 STEELEX WL 8

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SDEX SD CALIFORNIAEL

DORADO COUNTY TAHOE

VALLEY STORMWATER AND
GREENBELT Job
No: Scale: Date: 158
032- 1
4 1- 0
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CALI F O R NI A

T A H O E C O N S E R V

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032-
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012MANWILL
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BRENDA E032- 142- 0022011EASTHIGHLAND CA LLCXX
XX X X

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STEEL24" 28"
6"30"
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15" 10" 8"8"8" 9"
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9"7"9"18"17"6"
10"9"9"11"6"12"
15" 11" 12" 13"11"12"
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12"
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12"10" 17"9"14"9"
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9"12"
14"11"11"14"
15" 14" 17"16"
12" 11" 14" 15"13"
15"
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11"16"12"11"14"
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30"
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42" 30"
36"35"
25"
27"
23"12"16"17"
47"35"22"
40" 16" 20" 15" 9" 12" 16"13"
20"18"10"
10"11"
11"13"
17"22"160°'

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16" 35"
28"28"3020" 160
032- 2
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024CTC032- 278 023CTC032- 278 022CTC032- 278
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6 STLEX GAS
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GAS24" 9"16"
11"13"12"
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15"12"20"
20"22"24"
15"16"15"
30"30"7"12"12"30"
16" 18" 20" 22" 12" 18"
25"8"
24"21"35"
7"10"
10"10"12" 161
C-044-2022 Conservancy License Agreement Fi
nal-Updated_20220401
Final Audit Report 2022- 04-12
Created: 2022- 04-06
By: jo Mcdonough ( jmcdonough@cityofslt. us)
Status: Signed
Transaction ID: CBJCHBCAABAAh6rQRL1Wox53G6rPt5UvG- K80Tgd3Gew C-044-2022 Conservancy License Agreement Final-Updated_2 0220401" History
Document created by jo Mcdonough ([email protected]) 2022- 04- 06 - 8:44:12 PM GMT- IP address: 128. 92.136. 146 Document emailed to Sue Blankenship ([email protected]) for signature 2022- 04- 06 - 8:48:44 PM GMT
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163
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS TBR
XD-X

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_TITLE SHEET.dwg, Tab: i Plot Stamp: 2/13/2023 3:35:19 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com

VICINITY MAP
N.T.S

EMERALD BAY

SOUTH LAKE TAHOE
MEYERS

STATELINE
HWY.50 TO

PLACERVILLE AND

SACRAMENTO
HWY.89 TO

MARKLEEVILLE
LAKE
TAHOE
HWY.50 TO
US HWY.395

AND CARSON
CITY

STATE OF NEVADA

STATE OF CALIFORNIA

PROJECT LOCATION

PROJECT LOCATION MAP
N.T.S.

TAHOE VALLEY STORMWATER AND GREENBELT

IMPROVEMENT PROJECT PHASE I

CITY OF SOUTH LAKE TAHOE, PUBLIC WORKS DEPARTMENT

CONSTRUCTION SET
FEBRUARY 2023
OWNER: DESIGNED BY:

Cardno
BRIAN McRAE, P.E.

CIVIL ENGINEER OF RECORD
STATE OF CALIFORNIA NO. 59100

DATE CITY OF SOUTH LAKE TAHOE
SOUTH LAKE TAHOE, CA 96150
PUBLIC WORKS CONTRACT No.: 11-30140030-01
FORMAL BID No.: 22-30140030-BN1
RECORD DRAWINGS:

RESIDENT ENGINEER'S SIGNATURE
(STAMP OR SEAL)
DATE
NOTES:

CONTRACTOR'S SIGNATURE DATE
ADJUSTMENTS MADE IN THE FIELD DURING CONSTRUCTION, I.E., "RECORD DRAWING INFORMATION, SHOWN HEREIN WERE MADE UNDER

THE DIRECTION OF THE UNDERSIGNED CONTRACTOR AND ARE CORRECT AND COMPLETE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF. THE

ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,

OR LIABLE FOR CHANGES TO THESE PLANS NOT AUTHORIZED BY THE ENGINEER OF RECORD.

CONTRACTOR'S LICENSE CLASSIFICATIONS: SEE ARTICLE 2 OF THE

SPECIAL PROVISIONS

CONSTRUCTION SHALL CONFORM TO THE CITY OF SOUTH LAKE TAHOE

PUBLIC IMPROVEMENT AND ENGINEERING STANDARDS, THE STANDARD

PLANS, THE STANDARD SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THESE PROJECT PLANS. TITLE SHEET TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA i
1 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET 1740 D STREET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

EMERALD BAY ROAD
BONANZA AVE.

TATA LANE
DEDI AVE. MARGARET AVE.

LAKE TAHOE BLVD.
4TH STREET
3RD STREET BARTON AVE. HELEN AVE.

JAMES AVE. ELOISE AVE.

PROJECT BOUNDARY

PROJECT BOUNDARY
12/16/22
06/30/23
12/16/22
164

1. UNLESS OTHERWISE DEFINED OR NOTED, "ENGINEER" SHALL MEAN THE PUBLIC WORKS DIRECTOR, DEPUTY PUBLIC WORKS DIRECTOR OR THEIR DESIGNEE; “ENGINEER OF RECORD" SHALL MEAN CARDNO; "OWNER" SHALL MEAN THE CITY OF SOUTH LAKE TAHOE.

2. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PROCEDURES AND GUIDELINES, AND ARE IN SUBSTANTIAL COMPLIANCE WITH APPLICABLE STATUTES AND CITY ORDINANCES OR STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY

PORTION OF THESE PLANS AND THE CITY OF SOUTH LAKE TAHOE PUBLIC IMPROVEMENT AND ENGINEERING STANDARDS, THESE PLANS SHALL APPLY AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY.

3. THE CONTRACTOR SHALL COMPARE ALL PLANS FOR CONFORMANCE AS TO THE LAYOUT OF FEATURES AND DIMENSIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. IF DISCREPANCIES BETWEEN THE PLANS AND THE SPECIFICATIONS OCCUR, THE ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A PRE-CONSTRUCTION JOB SITE CONFERENCE WITH GOVERNING AGENCIES, ALL UTILITY COMPANIES, AND OWNER'S REPRESENTATIVES PRIOR TO COMMENCING WORK. THIS MEETING WILL VERIFY SCHEDULES, METHODS, AND MATERIALS TO BE USED IN THE CONSTRUCTION OF THE PROJECT.

5. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF APPLICABLE GOVERNING AGENCY STANDARDS AND PERMITS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.

6. CONTRACTOR SHALL MAINTAIN, IN A SAFE PLACE, ONE RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, WORK

CHANGE DIRECTIVES, FIELD ORDERS, AND WRITTEN INTERPRETATIONS AND CLARIFICATIONS IN GOOD ORDER AND ANNOTATED TO SHOW CHANGES MADE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL SEQUENCE, COORDINATE, AND CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS SUCH AS TO MAINTAIN CONTINUOUS PUBLIC SAFETY, ACCESS, DRAINAGE, AND UTILITY SERVICES TO EXISTING FACILITIES REQUIRING THESE SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST SEVEN (7) DAYS IN ADVANCE OF INTERRUPTION OF ANY OF THESE SERVICES.

8. ANY CONSTRUCTION ACTIVITIES CREATING NOISE IN EXCESS TO THE TRPA NOISE STANDARDS MAY BE CONSIDERED EXEMPT BETWEEN THE HOURS OF 8:00 A.M. AND 6:30 P.M. EXCEPT AS DESCRIBED WITHIN NOTE #9.

9. CONSTRUCTION NOISE EMANATING FROM ANY CONSTRUCTION ACTIVITIES FOR WHICH A CONSTRUCTION PERMIT OR GRADING PERMIT IS REQUIRED IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS, AND SHALL ONLY OCCUR BETWEEN THE HOURS OF 8:00 A.M. AND 6:30 P.M.

MONDAY THROUGH SATURDAY. SEE TRPA CODE OF ORDINANCES.

10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT THE JOB SITE AT ALL TIMES INCLUDING SAFETY OF PERSONS AND PROPERTY, AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ENGINEER'S JOB SITE REVIEW DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.

11. THE TYPES, LOCATIONS, SIZES, EXTENT AND/OR DEPTHS OF EXISTING UNDERGROUND IMPROVEMENTS THAT ARE SHOWN MAY NOT BE EXACT.

CARDNO AND THE CITY OF SOUTH LAKE TAHOE ASSUMES NO RESPONSIBILITY FOR ANY UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

APPROPRIATE UTILITY AGENCIES TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATIONS AND FOR THE PROTECTION OF AND REPAIR OF ANY DAMAGE TO THEM. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THESE UTILITIES AND IMMEDIATELY NOTIFY THE ENGINEER IF THE ACTUAL LOCATION IS SIGNIFICANTLY DIFFERENT FROM THAT SHOWN ON THESE PLANS.

12. AS PART OF THIS WORK, THE CONTRACTOR IS TO VERY CAREFULLY PROTECT ALL EXISTING IMPROVEMENTS, VEGETATION, TREES AND OTHER FACILITIES WHICH ARE WITHIN THE PROJECT AREA BUT OUTSIDE THE SCOPE OF THIS PROJECT. WHERE THE REMOVAL OF ANY SUCH FEATURES ARE IN QUESTION, THE CONTRACTOR SHALL PROTECT THAT AREA UNTIL A DECISION CAN BE MADE BY THE ENGINEER. WHERE THE POSSIBILITY

OF DAMAGE TO ANY TREE OR VEGETATION THAT IS DESIGNATED TO REMAIN ON SITE EXISTS, THE CONTRACTOR SHALL ERECT A TEMPORARY FENCE OR BARRIER TO PROTECT THE TREE OR VEGETATION (SEE DETAILS). IF ANY TREES ARE SCARRED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INVESTIGATION TO DETERMINE EXTENT OF DAMAGE AND RECOMMENDED REMEDIAL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMEDIAL MEASURES.

13. THE REQUIREMENTS OF ANY PERMITS ISSUED FOR THIS PROJECT BY ANY LOCAL, COUNTY, STATE OR FEDERAL AGENCY SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR.

14. NO CONSTRUCTION SHALL BE DONE BETWEEN OCTOBER 15 AND MAY 1 WITHOUT AN APPROVED SEDIMENT AND EROSION CONTROL PLAN TO

PREVENT SOIL EROSION AND A GRADING EXCEPTION FROM TRPA, THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD - LAHONTAN REGION, AND APPROVAL OF THE ENGINEER. ALL WORK PERFORMED BETWEEN OCTOBER 15 AND MAY 1 MUST BE PERFORMED IN SUCH A MANNER THAT THE PROJECT CAN BE WINTERIZED WITHIN TWENTY-FOUR (24) HOURS.

15. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED PURSUANT TO THE SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS.

16. IF THERE ARE ANY SOILS THAT, IN THE OPINION OF THE ENGINEER, ARE NOT STABILIZED PRIOR TO OCTOBER 15, THE SITE SHALL BE COMPLETELY WINTERIZED. THE WINTERIZATION SHALL INCLUDE (BUT NOT BE LIMITED TO) REPAIR OF SEDIMENT BARRIERS AND FILTER BERMS

AS NECESSARY, APPLICATION OF A PINE NEEDLE MULCH TO DISTURBED AREAS TO BE REVEGETATED, APPLICATION OF ASPHALTIC TACKING

AGENTS TO AREAS TO BE PAVED AND INSTALLATION OF FILTER INLETS AROUND STORM DRAINAGE INLETS AND PROTECTION OF WATER BODIES INCLUDING SEZ.

17. THERE SHALL BE NO GRADING, FILLING, CLEARING OF VEGETATION (WHICH DISTURBS SOIL), OR OTHER DISTURBANCE OF THE SOIL DURING INCLEMENT WEATHER AND FOR THE RESULTING PERIOD OF TIME WHEN THE SITE IS IN A SATURATED, MUDDY OR UNSTABLE CONDITION.

CLEARING, EARTH-MOVING, AND EXCAVATION OPERATIONS AND OTHER GRADING ACTIVITIES SHALL CEASE WHEN WIND SPEED EXCEEDS 20 MPH AVERAGED OVER ONE (1) HOUR.

18. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS CONDITION EXISTS. THE SITE SHALL BE CLEANED AND ROAD RIGHT-OF-WAY SWEPT CLEAN WHEN NECESSARY. THE PROJECT SHALL BE TREATED AS NECESSARY TO PREVENT OFF-SITE MIGRATION AND ACCUMULATION OF DIRT, SOIL OR OTHER MATERIALS WHICH CAN SUBSEQUENTLY BE ENTRAINED IN AMBIENT AIR. CONTRACTOR SHALL PROVIDE PERIODIC WATERING TO CONTROL AIRBORNE PARTICLES. TRACKING CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES AT ALL LOCATIONS OF GRADING.

19. DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION DEVICES SUCH AS ADEQUATE EROSION CONTROL DEVICES, DUST CONTROL AND VEGETATION PROTECTION BARRIERS SHALL BE MAINTAINED.

20. REHABILITATION AND CLEANUP OF THE SITE FOLLOWING CONSTRUCTION MUST INCLUDE REMOVAL OF ALL CONSTRUCTION WASTE AND DEBRIS.

21. NO CLEANING OF EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED ANYWHERE WITHIN THE PROJECT AREA EXCEPT AS AUTHORIZED BY THE ENGINEER.

22. NO VEHICLES OR HEAVY EQUIPMENT SHALL BE ALLOWED IN ANY RIPARIAN OR WET AREA, EXCEPT AS SPECIFICALLY AUTHORIZED BY THE ENGINEER.

23. LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING APPROPRIATELY COVERED WHEN CONSTRUCTION IS NOT IN ACTIVE PROGRESS OR WHEN REQUIRED BY THE ENGINEER.

24. SEWER SERVICE AND SEWER MAIN HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11).

CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A SEWER SERVICE. EXISTING SEWER SERVICES THAT CONFLICT WITH STORM DRAIN INSTALLATION WILL REQUIRE RELOCATION. CONTRACTOR SHALL RELOCATE SEWER SERVICES PER LOCAL GOVERNING UTILITY STANDARDS AND REQUIREMENTS. ALL SEWER RELATED CONSTRUCTION MATERIALS, METHODS, TESTING AND INSPECTION SHALL CONFORM TO THE REQUIREMENTS OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. THE SEWER LATERALS RELOCATED BY THE CONTRACTOR SHALL BE AIR TESTED PURSUANT TO SOUTH TAHOE PUBLIC UTILITY DISTRICT (STPUD) STANDARDS AND APPROVED BEFORE BACKFILLING THE TRENCH.

25. CONTRACTOR SHALL NOTIFY SOUTH TAHOE PUBLIC UTILITY DISTRICT (STPUD) IN WRITING 48 HOURS IN ADVANCE OF WORK AFFECTING SEWER LINES. CONTRACTOR SHALL COORDINATE DISRUPTIONS TO SERVICE WITH SOUTH TAHOE PUBLIC UTILITY DISTRICT AND THE AFFECTED PROPERTY OWNER'S AND RESIDENTS.

26. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING SEWER PIPE CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE SEWER LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE PERFORMED A MINIMUM OF TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. ANY DAMAGED SEWER MUST BE REPORTED TO THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. SEWER CONSTRUCTION WILL REQUIRE TESTING PER THE SOUTH TAHOE PUBLIC UTILITY DISTRICT STANDARDS.

27. WATER SERVICE AND WATER MAIN HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11).

EXISTING WATER LINES MAY BE STEEL, IRON OR PVC OR OTHER MATERIAL. IF POLYBUTYLENE WATERLINE IS DISCOVERED CONTRACTOR SHALL NOTIFY ENGINEER. CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A WATER SERVICE. EXISTING WATER SERVICES AND MAINS THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL RELOCATE WATER SERVICES AND MAINS PER LOCAL GOVERNING UTILITY STANDARDS AND REQUIREMENTS. ALL WATER RELATED CONSTRUCTION MATERIALS AND METHODS AND TESTING AND INSPECTION SHALL CONFORM TO THE REQUIREMENTS OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT AND TITLE 22 OF THE WATER CODE.

28. CONTRACTOR SHALL NOTIFY SOUTH TAHOE PUBLIC UTILITY DISTRICT IN WRITING 48 HOURS IN ADVANCE OF WORK AFFECTING WATER LINES.

CONTRACTOR SHALL COORDINATE DISRUPTIONS TO SERVICE WITH SOUTH TAHOE PUBLIC UTILITY DISTRICT AND THE AFFECTED PROPERTY OWNERS AND RESIDENTS.

29. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING WATER PIPE CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE WATER LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE PERFORMED A MINIMUM OF

TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT AREA. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. ANY DAMAGED WATER LINES MUST BE REPORTED TO THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. WATERLINE CONSTRUCTION WILL REQUIRE TESTING PER THE SOUTH TAHOE PUBLIC UTILITY DISTRICT STANDARDS.

30. WATER, SEWER AND STORM DRAIN SEPARATIONS SHALL CONFORM TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" OF THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES.

31. GAS SERVICE AND GAS MAIN HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11).

CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A GAS SERVICE. EXISTING GAS SERVICES AND MAINS THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL EXPOSE EXISTING PIPE AND PROVIDE ALL TRENCHING AND SHORING AS REQUIRED. THE GAS UTILITY COMPANY WILL CONSTRUCT THE PIPE RELOCATION AND INITIAL BACKFILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THIS WORK WITH THE GAS UTILITY COMPANY. CONTRACTOR SHALL CONSTRUCT TRENCH RESURFACING PER THE APPLICABLE DETAIL. ALL GAS RELATED CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING GAS UTILITY.

32. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING GAS PIPE CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE GAS LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE PERFORMED A MINIMUM OF TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.

33. ELECTRICAL SERVICE AND ELECTRICAL TRANSMISSION HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11). CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY AN ELECTRICAL SERVICE. EXISTING ELECTRICAL SERVICES AND TRANSMISSION LINES THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL EXPOSE EXISTING PIPE AND PROVIDE ALL TRENCHING AND SHORING AS REQUIRED. THE ELECTRICAL UTILITY COMPANY WILL CONSTRUCT THE PIPE RELOCATION AND INITIAL BACKFILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THIS WORK WITH THE ELECTRICAL UTILITY COMPANY. CONTRACTOR SHALL CONSTRUCT TRENCH RESURFACING PER THE APPLICABLE DETAIL. ALL ELECTRICAL

RELATED CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING ELECTRICAL UTILITY.

34. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING ELECTRICAL CONDUITS CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE ELECTRICAL LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE

PERFORMED A MINIMUM OF TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.

35. TELEPHONE SERVICE AND TELEPHONE TRANSMISSION HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11). CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A TELEPHONE SERVICE. EXISTING TELEPHONE SERVICES AND TRANSMISSION LINES THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL EXPOSE EXISTING PIPE AND PROVIDE ALL TRENCHING AND SHORING AS REQUIRED. THE TELEPHONE UTILITY COMPANY WILL CONSTRUCT THE PIPE RELOCATION AND INITIAL BACKFILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THIS WORK WITH THE TELEPHONE UTILITY COMPANY. CONTRACTOR SHALL CONSTRUCT TRENCH RESURFACING PER THE APPLICABLE DETAIL. ALL TELEPHONE

RELATED CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING TELEPHONE UTILITY.

36. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING TELEPHONE CONDUITS CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE TELEPHONE LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE

37. CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED IN GOOD CONDITION AND IN PROPER TUNE IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND NOT ALLOWED TO IDLE FOR LONG PERIODS OF TIME. ALL WHEELED AND TRACK CONSTRUCTION EQUIPMENT SUCH AS BACKHOES, EXCAVATORS, TRUCKS, TRACTORS, COMPACTOR ROLLERS, ETC. SHALL BE STEAM CLEANED TO REMOVE ALL DIRT, WEEDS AND GREASE BEFORE ARRIVAL AT THE PROJECT SITE. IF EQUIPMENT IS TO BE BROUGHT INTO THE TAHOE BASIN, STEAM CLEANING MUST OCCUR OUTSIDE THE TAHOE BASIN.

38. LAND DISTURBING ACTIVITIES SHALL BE DONE IN INCREMENTS AS DETERMINED ON THE APPROVED PROJECT SCHEDULE TO MINIMIZE THE AMOUNT OF AREA DISTURBED, AND UNTREATED, AT ANY ONE TIME.

39. NO OPEN BURNING OF DEBRIS SHALL OCCUR WITHIN THE PROJECT LIMITS, DURING AND AFTER CONSTRUCTION.

40. ADEQUATE MUFFLERS AND ENCLOSURES FOR POWERED EQUIPMENT ARE REQUIRED.

41. CONTRACTOR SHALL INSTALL DOUBLE 4" YELLOW CENTER LINE REFLECTORIZED TRAFFIC PAINT AT ALL LOCATIONS WHERE THE EXISTING

DOUBLE YELLOW CENTERLINE PAINT HAS BEEN DISTURBED, DEFACED, OBLITERATED OR WHERE THE LOCATION OF THE CENTERLINE HAS SIGNIFICANTLY CHANGED DURING CONSTRUCTION. "STOP" PAINT AND "STOP BAR" PAINT SHALL BE INSTALLED AT ALL LOCATIONS WHERE THE EXISTING "STOP BAR" PAINT HAS BEEN DISTURBED, DEFACED, OBLITERATED OR WHERE THE LOCATION OF THE EXISTING "STOP BAR" PAINT HAS CHANGED DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE THE EXISTING DISTURBED, DEFACED, OBLITERATED "STOP BAR" OR DOUBLE YELLOW CENTERLINE PAINT.

42. PAYMENT FOR AC PATCHING WILL BE LIMITED TO WHAT IS SHOWN ON THE PLANS UNLESS APPROVAL FOR REMOVAL AND REPLACEMENT OF ADDITIONAL PAVEMENT IS APPROVED BY THE ENGINEER.

43. ANY CONSTRUCTION OCCURRING WITHIN 36" OF THE EXISTING SANITARY SEWER FORCE MAIN SHALL BE EXCAVATED BY HAND. NO MACHINE EXCAVATION WILL BE ALLOWED WITHIN 36" OF THE EXISTING SANITARY SEWER FORCE MAIN.

44. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER ON SUITABLE BEDDING AND BACKFILL MATERIAL. IF MATERIAL IS DEEMED

UNSUITABLE BY THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-HAUL OF UNSUITABLE MATERIAL AND THE IMPORT OF SUITABLE BEDDING AND BACKFILL MATERIAL.

45. INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PREVENTION OF SIGNIFICANT EROSION AND SILTATION FROM ENTERING THE STORM DRAIN SYSTEM, NATURAL DRAINAGE COURSES, AND/OR INTRUDING UPON ADJACENT ROADWAYS AND PROPERTIES. EROSION CONTROL THE CONTRACTOR IS

REQUIRED TO COORDINATE WITH THE TRPA AND REGIONAL WATER QUALITY CONTROL BOARD FOR APPROVAL OF ALL INSTALLED TEMPORARY EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT OF WORK. MEASURES ON THESE PLANS ARE INTENDED AS A GUIDE.

ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED IN THE FIELD AND AS APPROVED BY THE ENGINEER. THIS

RESPONSIBILITY SHALL APPLY THROUGHOUT THE COURSE OF CONSTRUCTION AND UNTIL ALL DISTURBED AREAS HAVE BECOME STABILIZED AND SHALL NOT BE LIMITED TO WET WEATHER PERIODS. THE CONTRACTOR IS RESPONSIBLE FOR SWPPP UPDATES.

46. IF ANY UNKNOWN SUBSURFACE STRUCTURE OR CONTAMINATION IS DISCOVERED DURING CONSTRUCTION, IT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

47. ALL EXCAVATED MATERIAL FROM THE SITE NEEDS TO BE INSPECTED BY THE ENGINEER PRIOR TO OFF HAUL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATION FOR INSPECTION.

48. ALL SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OUTSIDE THE TAHOE BASIN, AT A SITE APPROVED BY TRPA, OR AS NOTED IN THE SPECIAL PROVISIONS.

49. ONLY EQUIPMENT OF A SIZE AND TYPE THAT, UNDER PREVAILING SITE CONDITIONS, AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED AND WILL DO THE LEAST AMOUNT OF DAMAGE, SHALL BE USED.

50. ASPHALT PAVEMENT AND BASE THICKNESS ARE SHOWN ON THE PLANS. IN PLACE COMPACTED THICKNESS THEREOF SHALL BE WITHIN THE FOLLOWING TOLERANCES:

AGGREGATE BASE COURSE: 1/4" PLUS OR MINUS
ASPHALT SURFACE: 1/8" PLUS OR MINUS

51. ALL ASPHALT CONCRETE SURFACES SHALL BE SAWCUT FOUR FEET MINIMUM INSIDE THE EDGE OF PAVEMENT TO A NEAT, STRAIGHT LINE AND REMOVED FOR CURB AND GUTTER CONSTRUCTION. THE EXPOSED EDGE SHALL BE SEALED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIALS SHALL BE GRADED AND RECOMPACTED PRIOR TO PAVING.

52. MANUFACTURER'S MATERIAL AND WEIGHT TICKETS SHALL BE FURNISHED TO THE ENGINEER.

53. TRENCHES SHALL BE BACKFILLED OR COVERED WITH TRENCH PLATING BY THE END OF EACH WORK DAY. ALL PERMANENT (OR TEMPORARY) PAVEMENT REQUIRED WITHIN THE TRENCHING AREA SHALL BE PLACED BY THE END OF EACH WORK DAY. SEE SPECIAL PROVISIONS, APPROVED SWPPP AND PERMITS FOR ADDITIONAL REQUIREMENTS.

AB AGGREGATE BASE

ABAN ABANDONED

AC ASPHALT CONCRETE

AHW AVERAGE HIGH WATER

APN ASSESSOR'S PARCEL NUMBER

APPROX APPROXIMATE

AVE AVENUE

BGN BEGIN

BLDR BOULDER

BLVD BOULEVARD

BMP BEST MANAGEMENT PRACTICE

BOS BASE OF STRUCTURE

CA CALIFORNIA

CALC'S CALCULATIONS

CALTRANS CALIFORNIA DEPARTMENT OF

TRANSPORTATION

CBC CONCRETE BOX CULVERT

CF CUBIC FEET OR CURB FACE

CFS CUBIC FEET PER SECOND

CLF CONSTRUCTION LIMIT FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE
CO. COUNTY

CONC CONCRETE

CONST CONSTRUCT

CP CONTROL POINT

CSLT CITY OF SOUTH LAKE TAHOE

CT CALTRANS OR COURT

CTC CALIFORNIA TAHOE CONSERVANCY

CY CUBIC YARD

C&G CURB AND GUTTER

C/L CENTERLINE

DBL DOUBLE

DET DETAIL

DI DRAINAGE INLET
DIAM/Ø DIAMETER

DIP DUCTILE IRON PIPE

DISS DISSIPATOR

DR D/W DRIVE DRIVEWAY
E EAST

EA EACH

EC EROSION CONTROL

EG EXISTING GRADE

ELEV ELEVATION

ELEC ELECTRIC

EP EDGE OF PAVEMENT

EX EXISTING
F FIR

FES FLARED END SECTION

FF FILTER FENCE

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOWLINE

FM FORCE MAIN

FS FINISH SURFACE
G GAS

GB GRADE BREAK

H HORIZONTAL

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HR HOUR

HWY HIGHWAY
I.E. INVERT ELEVATION

INST INSTALL

INV INVERT

LF LINEAR FEET

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OFF OFFSET
P PINE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PL PROPERTY LINE

PP POWER/UTILITY POLE

PRC POINT OF REVERSE CURVATURE

PR PROPOSED

PSI POUNDS PER SQUARE INCH

ABBREVIATIONS
CABLE TELEVISION CHARTER COMMUNICATIONS, (775) 233-8706 NATURAL GAS SOUTHWEST GAS CO., (775) 887-2864
ELECTRIC LIBERTY ENERGY, (530) 543-5278
SEWER & WATER SOUTH TAHOE PUD, (530) 544-6474
TELEPHONE AT&T, (916) 453-6287
STORM DRAIN CITY OF SOUTH LAKE TAHOE, DPW (530) 542-6030 TRAFFIC SIGNALS CALTRANS, (530) 741-4566

UTILITIES

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

QSP QUALIFIED SWPPP PRACTITIONER

RC RELATIVE COMPACTION

RCBC REINFORCED CONCRETE BOX CULVERT

RCPA REINFORCED CONCRETE PIPE ARCH

RCP REINFORCED CONCRETE PIPE

RD ROAD

REF REFERENCE

RT RIGHT

ROW RIGHT-OF-WAY

S SOUTH OR SLOPE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SDDMH STORM DRAIN DIVERTER MANHOLE

SDR STANDARD DIMENSION RATIO

SEZ STREAM ENVIRONMENT ZONE

SF SQUARE FEET

SHT SHEET

SS SANITARY SEWER

ST SEDIMENT TRAP OR STREET

STA STATION

STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TBC TOP BACK OF CURB

TEC TEMPORARY EROSION CONTROL

TEL TELEPHONE
TN TON

TOT TOTAL

TOB TOP OF BANK

TRPA TAHOE REGIONAL PLANNING AGENCY

TVSG TAHOE VALLEY STORMWATER & GREENBELT

TYP TYPICAL

USFS UNITED STATES FOREST SERVICE

V VERTICAL

W WEST OR WATER

WFB WATER FILLED BARRIER

WL WATER LINE

W/ WITH

W/O WITHOUT

YR YEAR

CITY OF SOUTH LAKE TAHOE
SOUTH LAKE TAHOE, CA 96150
1740 D STREET

NOTES NOTES NOTES

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_TITLE SHEET.dwg, Tab: ii Plot Stamp: 2/13/2023 3:35:23 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com GENERAL NOTES TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA ii
2 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
165

TATA LANE DEDI AVENUE
F ST.

D ST. MARGARET AVENUE

BONANZA AVENUE

LAKE TAHOE BLVD

BARTON AVE
3RD ST.

EMERALD BAY RD.

JAMES AVE

ELOISE AVE
4TH ST.

TAHOE KEYS BLVD

HELEN AVE
3RD ST.

C-6,
REVEG -1
C-7
C-8
C-1
C-2 C-3
C-4, REVEG -1 C-5
C-9
C-10 C-15, REVEG-2
SP-2
C-21C-23
SP-1 RSS-1
BMP-1
BMP-2
BMP-3
BMP-4
REVEG-3 C-19,
LEGEND

MAJOR CONTOUR

BUILDING

SEWER LINE

WATER LINE

EXISTING PROPOSED

EDGE OF PAVEMENT

FENCELINE

PROPERTY BOUNDARY

MINOR CONTOUR
*NOTE: LEGEND PROVIDED ON SHEET SUPERCEDES THIS LEGEND

MAJOR CONTOUR

MINOR CONTOUR

GAS LINE

STORM DRAIN PIPE

EX GAS 8 STL

EX SS

EX WL 12 C900

EX TELE

EX ELEC ELECTRIC LINE

TELEPHONE LINE

UTILITIES (VARIES)

EX SD STORM DRAIN

CONCRETE

LANE STRIPING

CLF CLF

CURB AND GUTTER
SIGN

TREE TO BE REMOVED

SILT/FILTER FENCE

CONSTRUCTION LIMIT FENCE

STORM DRAIN MANHOLE

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL OCCURS

STORM DRAIN INLET

PROTECTION
X
D-X

LANDSCAPING BUFFER

PERMANENT AC PATCH

DRAIN INLET
D

PROPOSED

ROCK DISSIPATER

ROCK LINED SWALE

BUCK AND POLE FENCE

ROCK RIPRAP AREA

ROCK SLOPE PROTECTION
TYPE 1
TYPE 2 TYPE 3 TYPE 4
12"D

ASPHALT CONCRETE SAWCUT LINE

OHW OVERHEAD WIRE GRADING LIMIT

TOP OF BERM

GRAVEL BAG CHECK DAM

STORM DRAIN DRAINAGE INLETS

PIPE TO BE REMOVED
EX. 4" W LAT. UTILITY CONFLICT

PERFORATED PIPE

TEMPORARY AC PATCH

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_INDEX.dwg, Tab: iii Plot Stamp: 2/13/2023 3:35:33 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com INDEX SHEET TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA iii
3 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
450 900
HORIZONTAL SCALE: 1" = 450'
0 TVGS PHASE I SHEET LIST
SHEET
NUMBER
SHEET

TITLE SHEET DESCRIPTION
1 i TITLE SHEET
2 ii GENERAL NOTES
3 iii INDEX SHEET
4 SP-1 SITE PLAN SHEET 1
5 BMP-1 BMP SHEET 1
6 BMP-2 BMP SHEET 2
7 C-1 F STREET PLAN AND PROFILE SHEET 1
8 C-2 F STREET PLAN AND PROFILE SHEET 2
9 C-2a F STREET INTERSECTIONS
10 C-3 BONANZA AVENUE PLAN AND PROFILE SHEET 1
11 C-4 BONANZA AVENUE PLAN AND PROFILE SHEET 2
12 C-5 BONANZA AVENUE PLAN AND PROFILE SHEET 3
13 C-6 D STREET PLAN AND PROFILE SHEET 1
14 C-7 D STREET PLAN AND PROFILE SHEET 2
15 C-8 D STREET PLAN AND PROFILE SHEET 3
16 C-9 BONANZA AVENUE PLAN AND PROFILE SHEET 4
17 C-10 BONANZA AVENUE PLAN AND PROFILE SHEET 5
18 C-11 STORM DRAIN LATERAL PROFILES SHEET 1
19 C-12 STORM DRAIN LATERAL PROFILES SHEET 2
20 C-13 F STREET DITCH PROFILE AND SECTIONS
21 C-14 BONANZA AVENUE SOUTH BASIN PROFILE AND

SECTIONS
22 C-15 BONANZA AVENUE NORTH BASIN PLAN
23 C-15a B STREET INTERSECTION
24 C-16 BONANZA AVENUE NORTH BASIN PROFILE AND

SECTIONS
25 C-17 MANHOLE ALIGNMENTS SHEET 1
26 C-18 MANHOLE ALIGNMENTS SHEET 2
27 RR-0 ROAD REHABILITATION OVERVIEW
28 RR-1 F ST ROAD REHAB SHEET 1
29 RR-2 D ST ROAD REHAB SHEET 1
30 RR-3 D ST ROAD REHAB SHEET 2
31 RR-4 BONANZA AVE ROAD REHAB SHEET 1
32 RR-5 BONANZA AVE ROAD REHAB SHEET 2
33 RR-6 BONANZA AVE ROAD REHAB SHEET 3
34 RR-7 MARGARET AVE ROAD REHAB SHEET 1
35 RR-8 DEDI AVE ROAD REHAB SHEET 1
36 RR-9 TATA LANE ROAD REHAB SHEET 1
37 REVEG-1 REVEGETATION SHEET 1
38 REVEG-2 REVEGETATION SHEET 2
39 SP-2 SITE PLAN SHEET 2
40 BMP-3 BMP SHEET 3
41 BMP-4 BMP SHEET 4
42 C-19 JAMES AVE & ELOISE AVE PLAN
43 C-20 JAMES AVE & ELOISE AVE PROFILES
44 C-21 COUNCIL ROCK DRIVE PLAN
45 C-22 COUNCIL ROCK DRIVE PROFILE
46 C-24 MANHOLE ALIGNMENTS SHEET 3
47 REVEG-3 REVEGETATION SHEET 3
48 D-1 DETAIL SHEET 1
49 D-2 DETAIL SHEET 2
50 D-3 DETAIL SHEET 3
51 D-3A DETAIL SHEET 3A
52 D-4 DETAIL SHEET 4
53 D-5 DETAIL SHEET 5
54 D-6 DETAIL SHEET 6
55 D-7 DETAIL SHEET 7
56 D-8 DETAIL SHEET 8
57 D-9 DETAIL SHEET 9
58 D-10 DETAIL SHEET 10
59 D-11 DETAIL SHEET 11
4/11/22
06/30/23
166

TATA LANE
DEDI AVENUE F ST. D ST.

MARGARET AVENUE

BONANZA AVENUE
EMERALD BAY RD. 7 5 7
1B 7
1B F ST. D ST.

BONANZA AVENUE

F STREET IMPROVEMENTS
SEE SHEETS C-1, C-2

BONANZA STREET IMPROVEMENTS
SEE SHEETS C-3 TO C-5

SOUTH BONANZA BASIN
SEE SHEET C-4

BONANZA STREET IMPROVEMENTS
SEE SHEETS C-9 TO C-10

NORTH BONANZA BASIN
SEE SHEET C-15

D STREET BASIN
SEE SHEET C-6

D STREET IMPROVEMENTS
SEE SHEETS C-6 TO C-8 032-141-002 CALIFORNIA TAHOE CONSERVANCY 032-141-003 CALIFORNIA TAHOE CONSERVANCY 032-282-054 CTC 032-279-022 USFS 032-279-021 USFS 032-278-024 CTC
032-278-023 CTC
032-278-022 CTC
032-278-021 CTC D D D DD D D D D ST D D D D D D D D D ST D D D ST D D D D D D DD

TATA LANE
DEDI AVENUE F ST. D ST.

MARGARET AVENUE
EMERALD BAY RD. C-6 C-7 C-8 C-1 C-2
C-3
C-4
C-5 C-9 C-10 C-15
SP-1, SIGN-1
BMP-1
BMP-2 032-141-002 CALIFORNIA TAHOE CONSERVANCY 032-141-003 CALIFORNIA TAHOE CONSERVANCY 032-282-054 CTC 032-279-022 USFS 032-279-021 USFS 032-278-024 CTC
032-278-023 CTC
032-278-022 CTC
032-278-021 CTC

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_SITE-PLAN.dwg, Tab: SP-1 Plot Stamp: 2/13/2023 3:36:02 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com SITE PLAN SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA SP-1 4
FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
100 200
HORIZONTAL SCALE: 1" = 100' 0
SEZ
LEGEND

SEZ (STREAM ENVIRONMENT ZONE), DEFINED IN

TAHOE VALLEY AREA PLAN

LAND CAPABILITY DISTRICT

LAND CAPABILITY CLASSIFICATION
WATERS OF THE US #

SHEET INDEX
4/11/22
06/30/23
167
X
X
X
X
X
X
X
X
X X
X
TRASH
X
X
36"
36"
27"
36"
21" 21"
24"
52" 16"
31"
26"
24"
30"20" 14" 16" 29"10"10" 35" 12"7" 24"
17" 23" 25"15" 16"
35" 48" 28" 28"
30 20" 19" 10" 10" 24" 24
9" 26"
23"48" 23" 28"
24"36"
33" 17"
18" 36" 15"
12" 7" 9" 15" 11" 7"
39" 36"
24" 41" 26"48" 24"17"
41" 48" 48" 28"
33"
30"
7"
49"
19"48"
22"7" 16"
40"
32"
35"37 15"27" 14"
35" 30"
30"
36"
32" 25"
13" 12"
7"6"

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX TELE

EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX GAS

EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS

EX SD 12
S
S
S
S
S
SSC
SSC
SSC
SSC
SSC
GV

EX GAS EX GAS 2 PE EX GAS 2 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE SSC

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF

INSTALL TEMPORARY SILT FENCE,
(TYP.)
BONANZA AVENUE D ST. F ST.

INSTALL TEMPORARY

CONSTRUCTION LIMIT FENCE,
(TYP.)

INSTALL TEMPORARY CHECK DAM,
(TYP.)

CONSTRUCT TEMPORARY

CONSTRUCTION ENTRANCE,
(TYP.)
3 D-13
6 D-13
4 D-13
1 D-13

TEMPORARY STOCKPILE AREA

SOIL/AGGREGATES ONLY
X X
X X
X
X
X
X X
X
X
30"37" 36"
24"
6" 32"
7" 8" 7" 7" 7"5" 32"
14" 15"47" 36"
47" 39"
24"
9"
16"
11"
13"
12" 12"
12"10"
15"
12"
20"
20"
22"
24" 15"
16"
15"
30"
30"
7"
12" 12" 30" 16" 18" 20"
22"12" 18"
25"
8"
24"
21"
35"
7"
10"
10"
10"
12"
16" 14"
15"
37"
11"
14"
11" 16" 18"
12"
15"
37"
11"
14"
19"
18"
20"
26"34"

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX WL 8 PVC

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 6 C900 EX WL 6 C900

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 6 EX SS 6EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX GAS 2 STL

EX GAS 2 STL EX GAS EX GASEX GAS EX GASEX GAS EX GAS 2 STL EX SD 12EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 S
S
S
S
SSC

SSC EX GAS EX GAS EX GAS EX GAS EX GAS

EX GAS EX GAS

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE CLF
CLF
CLF
CLF
CLF
CLF
CLF

CLF CLF

CLF CLF CLF
CLF

CLF CLF
D ST.

INSTALL TEMPORARY SILT FENCE,
(TYP.)

INSTALL TEMPORARY DRAINAGE INLET PROTECTION,
CALTRANS STANDARD PLAN T61, TYPE 1,
(TYP.)

INSTALL TEMPORARY CHECK DAMS
AT OUTLET OF EX. ROAD CULVERTS
(TYP.)

INSTALL TEMPORARY

CONSTRUCTION LIMIT FENCE,
(TYP.)

CONSTRUCT TEMPORARY

CONSTRUCTION ENTRANCE,
(TYP.)

INSTALL TEMPORARY CHECK DAM
(TYP.) TATA LANE DEDI AVE MARGARET AVE
1 D-13
6 D-13
4 D-13
1 D-9
3 D-13
3 D-13
X
X
X
X
X
X
40"35"30" 30"
36" 32"
25"
36"
38"
27"
31"
42"
24"
34"
36" 36"
36" EX GAS 2 STL

EX WL 6 C900 EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 6 C900 EX WL 6 C900 EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX GAS EX GAS EX GASEX GAS EX GAS EX GAS EX GAS EX SD 12 EX SD 12 OHW OHW

OHW OHW
S
S

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE TATA LANE DEDI AVENUE F ST. MARGARET AVENUE

INSTALL TEMPORARY CHECK DAMS
AT OUTLET OF EX. ROAD CULVERTS
(TYP.)

INSTALL TEMPORARY CHECK DAM
(TYP.)
3 D-13
3 D-13
NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

2. THE STAGING AREA AS SHOWN ON THE BMP SHEETS INDICATES THE MAXIMUM USABLE SPACE THAT IS AVAILABLE TO THE CONTRACTOR.

3. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION LIMIT AND STORAGE/STAGING AREA FENCING PLAN AND WORK SCHEDULE TO THE ENGINEER FOR ANY DEVIATIONS TO THIS PLAN FOR REVIEW AND ACCEPTANCE PRIOR TO ANY WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

4. PLACEMENT OF ADDITIONAL FENCING MAY BE NECESSARY FOR THE WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

5. THIS PLAN SHEET IS DIAGRAMMATIC ONLY, ALL TEMPORARY FENCING AND TEMPORARY EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MODIFIED AS NECESSARY PER PROGRESSION OF THE WORK, AS DIRECTED BY THE ENGINEER, AS DIRECTED BY THE QSP AND TO REFLECT EACH DAILY ACTIVE WORKING AREA; TO PROTECT PUBLIC SAFETY AND MAINTAIN EMERGENCY AND BUSINESS ACCESS, FOR THE DURATION OF THE PROJECT.

6. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE TRPA AND REGIONAL WATER QUALITY CONTROL BOARD FOR APPROVAL OF ALL INSTALLED TEMPORARY EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADDITIONALLY REQUIRED TO SCHEDULE A TRPA PRE-GRADE MEETING. SEE SPECIAL PROVISIONS AND PROJECT PERMITS FOR ADDITIONAL REQUIREMENTS.

7. TEMPORARY EROSION CONTROL DEVICES SHALL BE PLACED, MAINTAINED AND ADJUSTED AS NECESSARY RELATIVE TO EACH DAILY ACTIVE WORKING AREA AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES.

9. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED BY AN AMENDED SWPPP, DIRECTED BY THE ENGINEER OR DIRECTED BY THE PROJECT QSP.

10. CHECK DAMS SHALL BE INSTALLED AT A SEPARATION DISTANCE SO THAT THE TOP OF THE DOWNSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM CHECK DAM.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_BMP.dwg, Tab: BMP-1 Plot Stamp: 2/13/2023 3:37:42 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BMP SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA BMP-1
5 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET

BMP QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY*
TEMPORARY DRAINAGE INLET PROTECTION EA 1
TEMPORARY CONSTRUCTION LIMIT FENCE (CLF) LF ±1,125
TEMPORARY SILT FENCE LF ±575
TEMPORARY CHECK DAMS EA ±25
TEMPORARY CONSTRUCTION ENTRANCE EA 2
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
60 120
HORIZONTAL SCALE: 1" = 60'
0 LEGEND

TEMPORARY SILT FENCE

TEMPORARY CONSTRUCTION LIMIT FENCE

TEMPORARY FIBER ROLL

TEMPORARY CHECK DAM

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY STAGING AND STORAGE AREA
TEMPORARY CONSTRUCTION ENTRANCE MATCHLINE, SEE SHEET BMP-2 40 80
HORIZONTAL SCALE: 1" = 40'
0 40 80
HORIZONTAL SCALE: 1" = 40'
0 MATCHLINE A, THIS SHEET MATCHLINE B, THIS SHEET

MATCHLINE B, THIS SHEET

CLF MATCHLINE A, THIS SHEET
4/11/22
06/30/23
168
X
X
X
X
X
X
X
X X
X
X X
28" 24" 6"
22"
18"6"
40"
14"
30"
22"
17"
32"
15" 30" 15"
15" 12" 10"24"
24"
24"8"
18"
6"
21"
7"
32"33" 34"
34"15"
10"
10"
6"
7" 6"
18"
14"13"
8" 17"
10"
11" 10" 19"9"11" 10" 9"
9"
8" 8" 9" 10" 7"
7"
12"7"
7"
6"
7"
8"
9"
15"
10" 6"10"
9"
7"6"
8"
9" 10" 6"
9" 8" 8"
10"
11"
7"
8"
13"
12"
14"
8"
15" 8"
9"13"
11" 14"
14" 13"
12"
62" 36" 36"
27" 36" 39"
6 6" 12" 32" 16" 10" 14"
21" 21"
24"
52" 16"
31"
9"9" 11"
12"10"
13"
15"
17"
14"11"
14"
14" 16"
12"
11"
11"
11"
10"
10"
10" 12"
12"
11"
6"
9"
9"
9"
8"
9"
8"
10"
9"8"
8"
8"
10"8"
12"
11"
12"
12"
12"
10"
11"
10"
9"
8"
10"
8"
8"
8"
8"
8" 13"
10" 9"
8" 9"
9" 10"11"
10" 10"
13"
13"
14" 14"
14"
14"13" 7"9"
15"
10"8"
8"
8"
9" 8"8"
9" 8"
7"
7" 8"8"
7"
10" 8" 7"
9"
9"
7"
9" 18" 17"
6"
10"
9"9"
11"
6"
12"15"
11"
12"
13"
11"
12"
14"
12"
11"12"
15"
16"
13"
12"
13"
11" 14"
14"16"
15"
12"
14" 14"
21"
15"
20"
9"
16"
12"
16"
17" 20"
16"
16"16"
13"
12"
14"
11"
10"14"
14"
9" 9"
10"
12"
12"
6"
13"
15"
12"
14"
12" 12"
10"
17"
12" 10"
17"
12" 10"
17"
9"
14" 9" 11"
14"
10"10"12" 11" 9" 12"
14" 11"11"
14"
15"
14"
17" 16"
12"
11" 14"
15"
13"
15"
16" 18"
14"
19"
11"
16"
12" 11" 14"
8"8"
30"
36"
42"
30"
36"
27" 35"
25"
12"23"
16"
17" 47"
35"
22"
40"
16"
20"
9"15"
12" 16"
13" 20" 18"
10" 10"
11" 11" 13"
17"
22"

EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE EX GAS 6 STL EX GAS 6 STL

EX SS 10

EX SS 10 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 STEEL

EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX WL 6 STEEL

EX WL 8 STEEL

EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX SS 10 EX SS 10 EX SS 10 EX SS 10 EX SS 10 EX SS 10

EX SS 10 EX SS 10 EX SS 10 EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX WL 6 STEEL

EX WL 6 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE

EX GAS 6 PE EX ELEC

EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC

EX ELEC

EX ELEC EX ELEC

EX TELE EX TELE EX TELE

EX TELE

EX TELE EX TELE EX TELE

EX TELE

EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELEEX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX TELE EX SD

EX SD

EX SD 32X48

EX SD
SD

EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS

EX GAS

EX GAS EX GAS 2 STL

EX GAS

EX GAS 2 STL EX GAS 2 STL

EX GAS

EX SD 12
S
S
S
S
SSC
SSC

EX SD
S
S
S

EX GAS EX GAS

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS EX GAS EX GAS

EX GAS EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE BONANZA AVENUE EMERALD BAY RD.

INSTALL TEMPORARY DRAINAGE INLET PROTECTION,
CALTRANS STANDARD PLAN T61, TYPE 1,
(TYP.)

INSTALL TEMPORARY CONSTRUCTION LIMIT FENCE,
(TYP.)

CONSTRUCT TEMPORARY CONSTRUCTION

ENTRANCE,
(TYP.)

TEMPORARY STAGING AND

STORAGE AREA,
(TYP.)

CLF CLF CLF CLF CLF
CLF
CLF

CLF CLF CLF CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF

CLF CLF
CLF
CLF

CLF CLF CLF
CLF

INSTALL TEMPORARY CHECK DAM,
(TYP.)

INSTALL TEMPORARY SILT FENCE,
(TYP.)

INSTALL TEMPORARY CHAIN LINK
FENCE,
(TYP.)
4 D-13
1 D-13
6 D-13
1 D-9
3 D-13
2 D-13

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_BMP.dwg, Tab: BMP-2 Plot Stamp: 2/13/2023 3:38:09 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BMP SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA BMP-2
6 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
50 100
HORIZONTAL SCALE: 1" = 50'
0 MATCHLINE, SEE SHEET BMP-1

BMP QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY*
TEMPORARY DRAINAGE INLET PROTECTION EA 4
TEMPORARY CONSTRUCTION LIMIT FENCE (CLF) LF ±1,300
TEMPORARY SILT FENCE LF ±715
TEMPORARY CHECK DAMS EA ±5
TEMPORARY CONSTRUCTION ENTRANCE EA 1
LEGEND

TEMPORARY SILT FENCE

TEMPORARY CONSTRUCTION LIMIT FENCE

TEMPORARY FIBER ROLL

TEMPORARY CHECK DAM

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY STAGING AND STORAGE AREA

TEMPORARY CONSTRUCTION ENTRANCE

WATERS OF THE UNITED STATES

RIPARIAN AREA
CLF
NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

2. THE STAGING AREA AS SHOWN ON THE BMP SHEETS INDICATES THE MAXIMUM USABLE SPACE THAT IS AVAILABLE TO THE CONTRACTOR.

4. PLACEMENT OF ADDITIONAL FENCING MAY BE NECESSARY FOR THE WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

5. THIS PLAN SHEET IS DIAGRAMMATIC ONLY, ALL TEMPORARY FENCING AND TEMPORARY EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE MODIFIED AS NECESSARY PER PROGRESSION OF THE WORK, AS DIRECTED BY THE ENGINEER, AS DIRECTED BY THE QSP AND TO REFLECT EACH DAILY ACTIVE WORKING AREA; TO PROTECT PUBLIC SAFETY AND MAINTAIN EMERGENCY AND BUSINESS ACCESS, FOR THE DURATION OF THE PROJECT.

SEE SPECIAL PROVISIONS AND PROJECT PERMITS FOR ADDITIONAL REQUIREMENTS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES.

9. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED BY AN AMENDED SWPPP, DIRECTED BY THE ENGINEER OR DIRECTED BY THE PROJECT QSP.

10. CHECK DAMS SHALL BE INSTALLED AT A SEPARATION DISTANCE SO THAT THE TOP OF THE DOWNSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM CHECK DAM.
4/11/22
06/30/23
169
X
X
X
X X X
X X
032-283-028

MAXHIMER JOHN
032-252-030

SUKIMOTO BERTHA M TR
032-252-029

SUKIMOTO BERTHA M TR
032-252-028

WHITE PAUL E TR
032-283-027

THUROW RICHARD J TR
032-282-059

OLSEN DONNA D
032-282-028

THAXTON RICHARD C
032-263-017

MAXHIMER JOHN W
032-252-014
HEARN JOLENA O MORROW 032-282-027

EX GAS 2 ST

EX GAS EX GAS EX GAS EX GAS EX GAS

OHW OHW OHW OHW OHW

S EX GAS

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE
27"
31"
42"
24"
34"
36" 36"
36"
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 6.

CONSTRUCT F ST.

DRAINAGE "V" DITCH
SEE SHEET C-12 FOR
DITCH (D1) PROFILE

AND SECTIONS
(TYP.)
(SD-L1) 1+00
D
D
(D1) 1+00
(D1) 2+00
(D1) 3+00
(D1) 4+00
(D1) 4+70
(SD-M1) 1+00
(SD-M1) 2+00
(SD-M1) 3+00
(SD-M1) 4+00
EX. UTILITY POLE,

PROTECT IN PLACE
SEE NOTE 3
EX. UTILITY POLE,

PROTECT IN PLACE
SEE NOTE 3
INSTALL DRAINAGE INLET TYPE 2 (DI 1)
STA: (SD-M1) 1+06.56, 0.00'RT.

INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 1)
STA: (SD-M1) 1+47.71, 0.0'
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 2)
STA: (SD-M1) 2+84.05, 0.0'
INSTALL DRAINAGE INLET TYPE 2 (DI 2)
STA: (D1) 4+26.14, 0.00'
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
209 LF±
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
35 LF±
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
132 LF±
2 D-1
2 D-1
EX. EP
(TYP.)

BEGIN DITCH
STA: 1+00.00
OFF: 0.00' 1+10.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 1 D-2
1 D-3
2 D-3
CONSTRUCT F ST.

DRAINAGE "V" DITCH
SEE SHEET C-13 FOR
DITCH (D1) PROFILE

AND SECTIONS
(TYP.)
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
37 LF±
2 D-3
2 D-3
2 D-3
1 D-3
1 D-2
SEE SHEET C-11 FOR (SD-L1) PROFILE

GRADING LIMITS
(TYP.)

BEGIN DITCH
STA: (D1) 3+03.81
OFF: 0.03' LT.

END DITCH
STA: (D1) 2+93.81
OFF: 0.00' RT.

END DITCH
STA: (D1) 4+29.70
OFF: 3.53' RT. 2.0:1 2.0:1 5.0:15.0:1 5.0:1
F STREET MARGARET AVE DEDI AVE C-13 C-13 C-13 C-13 Elevation (Ft.) STA: 0+00.00 TO STA: 4+50.00
SD-M1 PROFILE
6315
6320
6325
6330
6335
6315
6320
6325
6330
6335
0+00 1+00 2+00 3+00 4+00 4+50
EG (TYP.) PROPOSED DI (DI 1) STA: 1+06.56, 0.00'RT. RIM: 6327.60' SUMP: 6322.14' INV OUT (N 18"): 6324.14' INV OUT (NE 18"): 6323.63' INV IN (S 18"): 6323.73' PROPOSED SDMH 48"Ø (SDMH 1) STA: 1+47.71, 0.0' RIM: 6326.94' IE (SDMH): 6323.63' 132' of 18"Ø CLASS III RCP @ s=0.0140 INV OUT (NE 18"): 6321.62' INV IN (SW 18"): 6321.72' INV IN (S 18"): 6321.72' PROPOSED SDMH 60"Ø (SDMH 2) STA: 2+84.05, 0.0' RIM: 6324.76' IE (SDMH): 6321.62' 209' of 18"Ø CLASS III RCP @ s=0.0180
37' of 18"Ø CLASS III RCP @ s=0.0100
BACKGROUND SHADE INDICATES POTENTIAL UTILITY CONFLICT (TYP.)

EX WL

EXISTING WATERLINE
SEE NOTE 1 EX. 6" W MAIN
EX. 3/4" W LAT. EX. 3/4" W LAT. EX. 2" GAS MAIN REPLACE EX. 2" GAS MAIN REPLACE EX. 3/4" W LAT. EX. 3/4" GAS LAT. REPLACE

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-1 Plot Stamp: 2/13/2023 5:19:52 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com F STREET PLAN AND PROFILE SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-1
7 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5' SEE SHEET C-2 STA: (SD-M1) 4+50 - 9+50

DEMOLITION ITEMS

ITEM UNIT TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 2,205
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. CONTRACTOR SHALL PROVIDE WATERLINE PROTECTION WHERE REQUIRED.

SEE GENERAL NOTES 27, 28, 29 AND 30, SHEET ii.

2. CONTRACTOR SHALL CONTACT SOUTHWEST GAS CO. TO RELOCATE GAS LINES AS REQUIRED. SEE GENERAL NOTES 31 AND 32, SHEET ii.

3. CONTRACTOR TO CONTACT POWER UTILITY AND FOLLOW ALL REQUIREMENTS OF PROTECTING UTILITY POLE IN PLACE.

4. SEE SHEET C-11 FOR LATERAL PROFILES.

5. SEE SHEET C-17 FOR MANHOLE ALIGNMENTS.

6. TEMPORARY TRENCH PATCH IS REQUIRED TO MEET WATER QUALITY POLLUTION CONTROL REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL ROADWAY ASPHALT PAVEMENT REHABILITATION PER SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
2/13/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
3 02/13/23 ADDITIONAL TREE REMOVALS IT

ADDITIONAL TREE REMOVALS

ITEM UNIT TOTAL

QUANTITY
REMOVE TREE, PINE (>30") EA 1
170
X X
X X X
X X
X
X
X
X
032-261-012

CALIFORNIA TAHOE CONSERVANCY
032-152-018
GARMAN
032-152-017
GARMAN
032-252-028

WHITE PAUL E TR
032-251-032

SUKIMOTO BERTHA M TR
032-251-032

SROSNER DOUGLAS A TR
032-251-33

GARMAN RANDALL R
032-152-019

BEVERAGE THEODORE E
032-252-014

HEARN JOLENA
032-261-013

BELAIR RONALD L
032-261-011

HARRINGTON JOE W
032-162-001

KALETA PAUL TR
032-261-012
CTC EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX GAS

EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS

EX GAS EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 S
S

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE
SSC EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 40"
32"
35"
37 15"
27"
40" 35"
30"
30"
36"
32"
25"
12"
13"
7" 6"
36"
38"
27"

CONSTRUCT BATTERED CURB AND GUTTER
±90 LF, TIE TO EX. AC CURB AS SHOWN
SEE SHEET C-2a
EX. AC CURB

REMOVE EX AC SWALE
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 6. SEE DEMO QUANTITY TABLE.

REMOVE AND DISPOSE EX FES

ROW / PROPERTY LINE
(TYP.)
SDMH #5 - SEE SHEET C-3 FOR STORM

DRAIN INFORMATION NOT SHOWN

CONSTRUCT BATTERED CURB AND GUTTER
36 LF±, TIE TO EX. AC CURB AS SHOWN
EX. AC CURB
(TYP.)
(SD-L1) 1+00 (SD-L1) 2+00
(SD-L2) 2+00
(SD-L2) 1+00
D
D
D
(SD-M1) 9+72
(SD-M1) 5+00
(SD-M1) 6+00
(SD-M1) 7+00
(SD-M1) 8+00
(SD-M1) 9+00

CONSTRUCT BATTERED

CURB AND GUTTER,
27 LF
EX. UTILITY POLE,

PROTECT IN PLACE
SEE NOTE 3

TIE NEW CURB TO
EX. AC CURB
1 D-6

REMOVE AND DISPOSE
EX. AC CURB AND PAVING
33 LF±
1 D-7
REMOVE AND DISPOSE EX. AC
CURB AND PAVING, 14 LF
INSTALL DRAINAGE INLET TYPE 3 (DI 6)
STA: (SD-M2) 1+15.24, 27.58'LT.

INSTALL DRAINAGE INLET TYPE 3 (DI 3)
STA: (SD-M1) 5+14.12, 41.25'RT.

INSTALL DRAINAGE INLET TYPE 3 (DI 4)
STA: (SD-M1) 4+78.42, 33.63'RT.

INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 4)
STA: (SD-M1) 7+37.20, 0.0'
INSTALL 24" Ø HDPE STORM DRAIN PIPE
11 LF±
INSTALL 24" Ø PERFORATED

HDPE STORM DRAIN PIPE
225 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
34 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
37 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
36 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
154 LF±
1 D-6

REMOVE AND DISPOSE
EX. 12" SD PIPE
94 LF±,
INSTALL DRAINAGE INLET TYPE 1 (DI 4a)
STA: (SD-M1) 5+81.44, 21.66'RT.

INSTALL 18" Ø HDPE STORM DRAIN PIPE
19 LF±
(SD-L1A) 1+50
(SD-L1A) 1+00
INSTALL DRAINAGE INLET TYPE 1 (DI 4b)
STA: (SD-M1) 5+89.94, 9.32'LT. (SD-M2) 1+00 (SD-M2) 2+00 1 D-3
2 D-3
1 D-2
SEE SHEET C-11 FOR (SD-L1) PROFILE
SEE SHEET C-11 FOR (SD-L2) PROFILE
2 D-3
2 D-3
2 D-3
2 D-3
2 D-3
2 D-3
1 D-2
1 D-4
1 D-3
1 D-4
1 D-4
EX. EP
(TYP.)

REMOVE AND DISPOSE
EX. FES
REMOVE AND DISPOSE EX. FES

REMOVE AND DISPOSE
EX. FES

REMOVE AND DISPOSE
EX. AC CURB AND PAVING, 20 LF±

REMOVE AND DISPOSE
EX. 12" SD PIPE, 72 LF±
SEE SHEET C-11 FOR (SD-L1A) PROFILE
SEE SHEET C-11 FOR SD-L1A PROFILE
INSTALL 24" Ø PERFORATED HDPE STORM DRAIN PIPE
143 LF±
EX. UTILITY POLE,
PROTECT IN PLACE. SEE NOTE 3
2 D-3 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

INSTALL CURB

TRANSITION

REMOVE AND DISPOSE
EX. 12" SD PIPE
85 LF±

REMOVE AND

DISPOSE
EX. FES

REMOVE AND

DISPOSE EX
12" SD PIPE,
65 LF±
2 D-6

INSTALL CURB

TRANSITION
2 D-6

F STREET TATA LN
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 3B)
STA: (SD-M1) 5+90.01, 0.0'
INSTALL 18" Ø HDPE STORM DRAIN PIPE
6 LF±
D
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 2A)
STA: (SD-M1) 4+97.69, 0.0'
1 D-2
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 3A)
STA: (SD-M1) 5+14.02, 0.0'
INSTALL 24" Ø HDPE STORM DRAIN PIPE
71 LF±
2 D-3
1 D-2 Elevation (Ft.)
STA: 4+50.00 TO STA: 9+75.00
SD-M1 PROFILE
6305
6310
6315
6320
6325
6305
6310
6315
6320
6325
4+50 5+00 6+00 7+00 8+00 9+00 9+75
EG (TYP.) EX. 12" SD EX. 6" W MAIN
11' of 24"Ø HDPE @ s=0.0025 INV OUT (NE 24"): 6311.17' INV IN (SW 24"): 6311.27' PROPOSED SDMH 48"Ø (SDMH 4) STA: 7+37.20, 0.0' RIM: 6320.91' IE (SDMH): 6311.17' INV OUT (NW 30"): 6309.92' INV IN (SW 24"): 6310.02' INV IN (SE 18"): 6312.07' PROPOSED SDMH 60"Ø (SDMH 5) STA: 1+39.45, 0.0' RIM: 6321.04' IE (SDMH): 6309.92' EX. 3/4" W LAT. EX. 12" SD EX. 6" SS EX. 12" SD EX. 3/4" W LAT. 6" Ø SANITARY SEWER
(PROJECTION)

EX WL EX WL EX WL EX WL EX WL EX WL EX WL

EX WL

EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL

EXISTING WATERLINE
SEE NOTE 1 EX. 6" SS EX. 3/4" W LAT.
143' of 24"Ø PERFORATED HDPE @ s=0.0050
225' of 24"Ø PERFORATED HDPE @ s=0.0050 INV OUT (NE 24"): 6312.01' INV IN (NW 18"): 6313.15' INV IN (SW 24"): 6312.11' INV IN (S 18"): 6313.15' PROPOSED SDMH 60"Ø (SDMH 3B) STA: 5+90.01, 0.0' RIM: 6320.36' IE (SDMH): 6312.01' TO BE REMOVED TO BE REMOVED INV OUT (NE 24"): 6312.30' INV IN (W 24"): 6312.40' INV IN (SE 18"): 6312.40' PROPOSED SDMH 60"Ø (SDMH 3A) STA: 5+14.02, 0.0' RIM: 6320.87' IE (SDMH): 6312.30' 71' of 24"Ø HDPE @ s=0.0025 INV OUT (E 24"): 6312.44' INV IN (SW 18"): 6317.77' PROPOSED SDMH 60"Ø (SDMH 2A) STA: 4+97.69, 0.0' RIM: 6320.89' IE (SDMH): 6312.44' EX. 2" GAS MAIN EX. 3/4" GAS EX. 3/4" GAS EX. 2" GAS MAIN

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-2 Plot Stamp: 2/13/2023 5:20:35 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com F STREET PLAN AND PROFILE SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-2
8 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SEE SHEET C-3
STA: (SD-M2)1+00 - 6+00 SEE SHEET C-1 STA: (SD-M1) 1+00 - 4+50 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 6,160
REMOVE AND DISPOSE AC CURB LF 68

REMOVE AND DISPOSE FLARED END

SECTION
EA 7
REMOVE AND DISPOSE SD PIPE LF 316
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. CONTRACTOR SHALL PROVIDE WATERLINE
PROTECTION WHERE REQUIRED. SEE GENERAL
NOTES 27, 28, 29 AND 30, SHEET ii.

2. CONTRACTOR SHALL CONTACT SOUTHWEST GAS
CO. TO RELOCATE GAS LINES AS REQUIRED. SEE
GENERAL NOTES 31 AND 32, SHEET ii.

3. CONTRACTOR TO CONTACT POWER UTILITY AND

FOLLOW ALL REQUIREMENTS OF PROTECTING
UTILITY POLE IN PLACE.

4. SEE SHEET C-11 FOR LATERAL PROFILES.

5. SEE SHEET C-17 FOR MANHOLE ALIGNMENTS.

6. TEMPORARY TRENCH PATCH IS REQUIRED TO

MEET WATER QUALITY POLLUTION CONTROL
REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL ROADWAY

ASPHALT PAVEMENT REHABILITATION PER SHEETS
RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
2/13/23
3 02/13/23 ADDITIONAL TREE REMOVALS IT

ADDITIONAL TREE REMOVALS

ITEM UNIT
TOTAL

QUANTITY
REMOVE TREE, PINE (>14"-30") EA 1
171
X
032-261-013

BELAIR RONALD L

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX WL 6 C900

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 S

EX SD 12 EX GAS 2 PE EX GAS 2 PE
(SD-L1A) 1+00
LIP=6321.72
MATCH EX., LIP=6322.02
MATCH EX., TBC=6322.39
TBC=6322.00
TBC=6322.08
LIP=6321.21
LIP=6321.58
TBC=6322.13
TBC=6321.95
TBC=6321.57
TBC=6321.81 TATA LANE

F STREET
FL=6321.08
FL=6321.45
MATCH EX., LIP=6321.90
MATCH EX., FL=6321.76
FL=6321.58
FL=6321.50
MATCH EX., FL=6321.89
(C&G1) -0+00
(C&G1) 0+28
PT: 0+23.30
(C&G2) 0+93
(C&G2) 0+00
PC: 0+07.44
PT: 0+45.13
FL=6321.06
MATCH EX.,
LIP=6321.44
MATCH EX.,
FL=6321.31
MATCH EX.
6322.35
LIP=6321.21
TBC=6321.57
FL=6321.07
FL=6320.51
LIP=6320.65
TBC=6321.01
GRATE=6320.14
D
D
X
X
X
X
BEVERAGE THEODORE E EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6 EX SS 6 EX SS 6 EX WL 6 C900 EX WL 6 C900

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX WL 8 PVC EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 S

EX GAS 2 PE

EX GAS 2 PE
SSC EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 40"
32"
12"
13"
7" 6"
D
D
(SD-M1) 9+72
(SD-M1) 9+00 BONANZA AVENUE

F STREET
MATCH EX.,
LIP=6321.37
LIP=6321.55
LIP=6322.28
LIP=6322.33
MATCH EX., LIP=6323.17
TBC=6323.53
TBC=6322.69
TBC=6321.92
TBC=6321.91
TBC=6321.74
MATCH EX.,
FL=6321.24
FL=6321.41
FL=6321.78
FL=6322.19
MATCH EX., FL=6323.03
MATCH EX., LIP=6321.65
MATCH EX., FL=6321.53
LIP=6321.37
FL=6321.25
TBC=6321.72
GRATE=6321.28
FL=6322.32
MATCH EX., LIP=6323.33
MATCH EX., FL=6323.20
TBC=6323.69
TBC=6322.82
TBC=6322.01
(C&G3) 0+38
(C&G3) 0+00 PC: 0+04.74
PT: 0+28.90
(C&G4) 0+00
(C&G4) 0+45
PC: 0+11.76 PT: 0+42.15
GRATE=6321.65
FL=6322.18
(C&G5) 0+00
(C&G5) 0+59 PC: 0+17.36
MATCH EX.,
LIP=6320.60
MATCH EX.,
FL=6320.49
TBC=6320.99
TBC=6320.89
FL=6320.39
LIP=6320.53
LIP=6319.98
FL=6319.84
TBC=6320.34
MEET EX., FL=6319.02
TBC=6319.52
MEET EX., LIP=6319.16
TBC=6319.95
FL=6319.45
LIP=6319.59
EX. POWER POLE
PROTECT IN PLACE EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 STA: -0+00.00 TO STA: 0+27.66
C&G1 FLOWLINE PROFILE
6315
6320
6325
6315
6320
6325
-0+00 0+28
EG FG
MEET EX.

STA:0+00.24
ELEV:6321.30
MEET EX.

STA:0+27.66
ELEV:6321.76
DI
STA:0+16.00
ELEV:6321.02
-2.51% 7.74%
STA: 0+00.00 TO STA: 0+90.00
C&G2 FLOWLINE PROFILE
6315
6320
6325
6315
6320
6325
0+00 0+90
EG
FG
MEET EX.

STA:0+00.00
ELEV:6321.90
DI
STA:0+09.80
ELEV:6321.50
GB
STA:0+15.22
ELEV:6321.58
GB
STA:0+78.00
ELEV:6320.51
DI
STA:0+86.24
ELEV:6320.14
GB
STA:0+45.13
ELEV:6321.07
-4.68%

0.00%

2.00%
-1.71%
-4.46%
STA: 0+00.00 TO STA: 0+37.83
C&G3 FLOWLINE PROFILE
6315
6320
6325
6315
6320
6325
0+00 0+38
FG EG
MEET EX.

STA:0+00.00
ELEV:6321.24
MEET EX.

STA:0+37.83
ELEV:6323.03
DI
STA:0+22.03
ELEV:6321.65

3.56% -2.00%

0.00%

9.39%
GB
STA:0+15.27
ELEV:6321.78
STA: 0+00.00 TO STA: 0+44.74
C&G4 FLOWLINE PROFILE
6315
6320
6325
6315
6320
6325
0+00 0+45
FG EG
-10.03%
DI
STA:0+24.56
ELEV:6321.28
MEET EX.

STA:0+44.74
ELEV:6321.52
MEET EX.

STA:0+00.00
ELEV:6323.20

1.97%
STA: 0+00.00 TO STA: 0+59.36
C&G5 FLOWLINE PROFILE
6315
6320
6325
6315
6320
6325
0+00 0+59
EG
FG
-0.70%
MEET EX.

STA:0+58.76
ELEV:6319.03
MEET EX.

STA:0+00.00
ELEV:6320.49
GB
STA:0+17.36
ELEV:6320.39
-4.16%
10 20
HORIZONTAL SCALE: 1" = 10'
0 CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-2a Plot Stamp: 2/13/2023 3:41:37 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com F STREET INTERSECTIONS TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-2a
9 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET

CURB AND GUTTER GRADING

INTERSECTION OF F STREET AND TATA LANE

CURB AND GUTTER GRADING

INTERSECTION OF F STREET AND BONANZA AVENUE
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
12/16/22
06/30/23
NOTES:

1. CAD LINEWORK AND ALIGNMENTS WILL BE
PROVIDED TO CONTRACTOR.

2. LINE AND CURVE INFORMATION AND STATION

OFFSETS FOR CURB AND GUTTER CONSTRUCTION
MAY BE AVAILABLE UPON REQUEST.
172
X
X
X X X
X
TRASH
032-152-016

LE CHATEAU, HOA
032-152-019

BEVERAGE THEODORE E
032-151-009

GRAYBEAL JOHN BYRON
032-381-009

SEPESY JOHN A
200-909-024

ZIMMERMAN DOUGLAS E
032-151-012

WEBB GEORGE J TR
032-152-009

BOURRE LEON
032-152-012

ERRICO RICHARD EUGENE TR

EX WL 6 C900

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX TELE EX TELE EX TELE

EX GAS

AS EX GAS
GAS

EX GAS

EX SD 12 EX SD 12 EX SD 12

EX SD 12 EX SD 12
S
S
SSC

EX GAS 2 PE

EX WL 2 EX WL 2
SSC EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 30" 20"14"
16" 29"
10"
10"
48"
12"
7"
9"
15" 11"
7"
39"36"
40"
32"
35" 37
15"
27"
14"
12" 13"
7"
6"

EX AC SWALE, PAVE FLUSH

WITH ADJACENT PAVEMENT
REMOVE AND DISPOSE EX. FES.

ROW / PROPERTY LINE
(TYP.)

CONSTRUCT BATTERED CURB AND GUTTER
±44 LF, TIE TO EX. AC CURB AS SHOWN
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 6. SEE DEMO QUANTITY TABLE.

EX SWALE (TYP.)

PROTECT IN PLACE
(SD-L2) 2+00
(SD-L2) 1+00
D
D
D
(SD-M1) 9+72
(SD-M1) 9+00
INSTALL DRAINAGE INLET TYPE 3 (DI 5)
STA: (SD-M2) 1+14.84, 11.23'RT.

INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 5)
STA: (SD-M2) 1+39.45, 0.0'
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 6)
STA: (SD-M2) 1+95.75, 0.0'
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 7)
STA: (SD-M2) 5+09.85, 0.0'
INSTALL 30" Ø HDPE STORM DRAIN PIPE
51 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
146 LF±
(SD-M2) 1+00 (SD-M2) 2+00
(SD-M2) 3+00
(SD-M2) 4+00
(SD-M2) 5+00
(SD-M2) 6+00
1 D-6
1 D-4
1 D-2
SEE SHEET C-11 FOR (SD-L2) PROFILE
2 D-3
2 D-3
1 D-2
1 D-2
INSTALL DRAINAGE INLET TYPE 1 (DI 6a)
STA: (SD-M2) 2+00.99, 27.58'LT.

INSTALL 18" Ø HDPE STORM DRAIN PIPE
25 LF±
2 D-3
1 D-3
INSTALL DRAINAGE INLET TYPE 1 (DI 6b)
STA: (SD-M2) 5+03.87, 25.29'LT.

INSTALL 18" Ø HDPE STORM DRAIN PIPE
22 LF±
2 D-3
1 D-3
(SD-L2A) 1+50
(SD-L2A) 1+00
(SD-L2B) 1+50
(SD-L2B) 1+00

CONSTRUCT BATTERED CURB AND GUTTER
±58 LF

REMOVE PORTION OF AC DIKE,

REPLACE WITH BATTERED CONCRETE
CURB TRANSITION 5' EITHER SIDE OF DI
(SEE SHEET C-11)
(SEE SHEET C-11)
1 D-6

EX AC CURB,

REMOVE AND DISPOSE
±84 LF

UTILITY POLE,

PROTECT IN PLACE
SEE NOTE 3

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

INSTALL CURB TRANSITION
(TYP) 2
D-6
PIPE REMOVAL, TYP.

SEE SHEET C-2

BONANZA AVE

F STREET
D
INSTALL 30"Ø CLASS IV RCP STORM DRAIN PIPE
158 LF±
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 6A)
STA: (SD-M2) 3+47.02, 0.0'
2 D-3
2 D-3

EX AC CURB,

REMOVE AND DISPOSE
±88 LF

EX AC CURB,

REMOVE AND DISPOSE
±210 LF
Elevation (Ft.)
STA: 1+00.00 TO STA: 6+00.00
SD-M2 PROFILE
6300
6305
6310
6315
6320
6325
6300
6305
6310
6315
6320
6325
1+00 2+00 3+00 4+00 5+00 6+00
EG (TYP.)
SEE SHEET C-4 FOR PIPE INFO
INV OUT (NW 30"): 6309.68' INV IN (SE 30"): 6309.78' INV IN (W 18"): 6309.96' PROPOSED SDMH 60"Ø (SDMH 6) STA: 1+95.75, 0.0' RIM: 6317.85' IE (SDMH): 6309.68' INV OUT (NW 30"): 6305.64' INV IN (SE 30"): 6305.74' INV IN (SW 18"): 6306.74' PROPOSED SDMH 60"Ø (SDMH 7) STA: 5+09.85, 0.0' RIM: 6310.14' IE (SDMH): 6305.64' INV OUT (NW 30"): 6309.92' INV IN (SW 24"): 6310.02' INV IN (SE 18"): 6312.07' PROPOSED SDMH 60"Ø (SDMH 5) STA: 1+39.45, 0.0' RIM: 6321.04' IE (SDMH): 6309.92' 51' of 30"Ø HDPE @ s=0.0025

BACKGROUND SHADE INDICATES
POTENTIAL UTILITY CONFLICT (TYP.)

EX WL

EXISTING WATERLINE
SEE NOTE 1 EX. 3/4" W LAT.
158' of 30"Ø CLASS IV RCP @ s=0.0189
INV OUT (NW 30"): 6308.82' INV IN (SE 30"): 6308.92' PROPOSED SDMH 60"Ø (SDMH 6A) STA: 3+47.02, 0.0' RIM: 6312.84' IE (SDMH): 6308.54' EX. 3/4" GAS EX. 3/4" GAS REPLACE EX. 3/4" GAS REPLACE REPLACE 146' of 30"Ø HDPE @ s=0.0050

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-3 Plot Stamp: 2/27/2023 3:25:30 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com BONANZA AVENUE PLAN AND PROFILE SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-3
10 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET SEE SHEET C-4 STA: (SD-M2) 6+00 - 11+00 STA: 6+00 - 9+75 SEE SHEET C-2 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 3,810
REMOVE AND DISPOSE AC CURB LF 405

REMOVE AND DISPOSE FLARED END

SECTION
EA 2
NOTE: SEE SHEET C-2

FOR STORM DRAIN

INFORMATION NOT SHOWN
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. CONTRACTOR SHALL PROVIDE WATERLINE
PROTECTION WHERE REQUIRED. SEE
GENERAL NOTES 27, 28, 29 AND 30, SHEET ii.

2. CONTRACTOR SHALL CONTACT SOUTHWEST
GAS CO. TO RELOCATE GAS LINES AS
REQUIRED. SEE GENERAL NOTES 31 AND 32,
SHEET ii.

3. CONTRACTOR TO CONTACT POWER UTILITY

AND FOLLOW ALL REQUIREMENTS OF
PROTECTING UTILITY POLE IN PLACE.

4. SEE SHEET C-11 FOR LATERAL PROFILES.

5. SEE SHEET C-17 FOR MANHOLE ALIGNMENTS.

6. TEMPORARY TRENCH PATCH IS REQUIRED TO

MEET WATER QUALITY POLLUTION CONTROL
REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL

ROADWAY ASPHALT PAVEMENT
REHABILITATION PER SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
2/27/23
3 02/13/23 ADDITIONAL TREE REMOVALS IT

ADDITIONAL TREE REMOVALS

ITEM UNIT
TOTAL

QUANTITY
REMOVE TREE, PINE (>14"-30") EA 3
REMOVE TREE, FIR (>14"-30") EA 1
REMOVE TREE, PINE (>30") EA 2
REMOVE TREE, FIR (>30") EA 1
4 02/27/23 SD REVISIONS AND AC CURB REMOVAL IT
4 4
4 4
4 4
173
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
032-152-020
CTC
WEBB GEORGE J TR 032-151-013

CARROLL JOYCE M
032-371-039

SNYDER ELVIN W
032-152-012
ERRICO RICHARD EUGENE TR 032-152-013

ASHBAUGH KATHLEEN M
032-152-021

UNDERWOOD RENEE TR
032-152-006 COTE DAZUR HOMEOWNERS ASSO

EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX GAS

AS EX GAS

GAS EX GAS EX GAS

EX GAS

EX GAS
S
SSC
SSC
GV W LAT 1 W LAT 1

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE
10"
35" 12" 7"24"
17" 23" 25" 15"16"
35" 28" 48" 28"
30 20" 19"10" 10"
24" 24
9"
26"
48" 23" 23"
28"
24"
36"
24"
41"26"
48"
24"
17"
41"
48"
48"
28"
33"
30"
7"
49"
19"
48"
22"16" 27"
CONSTRUCT DETENTION BASIN B1
(SOUTH BONANZA BASIN)
SEE SHEET C-14 FOR (B1) PROFILE

BONANZA AVE

BASIN CAPACITY
BASIN TOP ELEV.=6,307'
BASIN BOTTOM ELEV.=6,302.5'
TOP AREA = 11,369 SF
BOTTOM AREA = 1,531 SF
CAPACITY = 1,132 CY
CAPACITY TO OUTLET ELEV.= 748 CY
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 2. SEE DEMO QUANTITY TABLE.

PROPERTY / ROW LINE
(TYP.)
(B1) 1+00
(B1) 2+00
(B1) 3+00
(B1) 4+00 (B1) 5+00 (B1) 5+50
D
D
D
INSTALL 72"Ø STORM DRAIN DIVERTER MANHOLE (SDMH #8)
STA: (SD-M2) 8+20.70, 0.01'RT.

INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 9)
STA: (SD-M2) 9+20.48, 0.0'
INSTALL 30" CLASS IV RCP
305 LF±
INSTALL 30" CLASS IV RCP
94 LF±
INSTALL 30" Ø PERFORATED HDPE STORM DRAIN PIPE
148 LF±
INSTALL 30" Ø PERFORATED HDPE STORM DRAIN PIPE
INSTALL 18" Ø HDPE STORM DRAIN PIPE
26 LF±
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
85 LF±
SEE SHEET C-5

FOR PIPE INFO
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 10)
STA: (SD-M2) 10+72.92, 0.0'
(SD-M2) 6+00
(SD-M2) 7+00
(SD-M2) 8+00
(SD-M2) 9+00
(SD-M2) 10+00
(SD-M2) 11+00
6307
6308
6307
6306
1 D-3A

CONSTRUCT ROCK LINED SWALE
235 LF±
3 D-1 6305
6305
6302
6302
6303
6303
6304
6304
6306
6306
6307 6305
6305
6302
6302
6303
6303 6304
6304 6306
6306

3.1:1

4.0:1

3.0:1

3.7:1

3.0:1 3.0:1

4.0:1

3.0:1

GRADING
LIMITS
(TYP.)
1 D-5
2 D-3
2 D-3
1 D-2

REMOVE TREE
(TYP.)

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 1)
STA: (SD-M2) 9+09.21, 89.55'LT.
2 D-3
2 D-3
1 D-2
EX. FENCE,

PROTECT IN PLACE
SEE SHEET C-14 FOR (B1) PROFILE

INSTALL BUCK AND POLE FENCE - REPLACE AS

REQUIRED DUE TO CONSTRUCTION ACTIVITIES

AND/OR AS DIRECTED BY ENGINEER
3 D-9
INSTALL FLARED END SECTION 3
D-3A
INSTALL FES/ROCK LINED SWALE TRANSITION 1
D-7
INSTALL 8"Ø PVC (SDR 26),
24 LF±
2 D-3

INSTALL BASIN OUTLET

STRUCTURE
(OUTLET STRUCTURE 1a)
STA: (B1) 4+17.35, 0.00'
1 D-5
2 D-3
ST
INSTALL 48" ∅SEDIMENT TRAP (SDMH / ST 8a)

W/ HINGED LID
STA: (SD-M2) 8+35.71, 27.03'LT.

INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
34 LF±
2 D-3
1 D-3

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 Elevation (Ft.) STA: 6+00.00 TO STA: 11+00.00
SD-M2 PROFILE
6290
6295
6300
6305
6310
6315
6290
6295
6300
6305
6310
6315
6+00 7+00 8+00 9+00 10+00 11+00
SEE SHEET C-5 FOR PIPE INFO
305' of CLASS IV 30" RCP @ s=0.0081
PROPOSED SDMH (SDMH 8)
STA: 8+20.70, 0.01'RT.

RIM: 6307.19
WEIR: 6305.50'
IE (SDMH): 6303.01'
INV IN (SE 30"): 6303.11'
INV OUT (NW 30"): 6303.01'
INV OUT (W 18"): 6303.01'
94' of CLASS IV 30" RCP @ s=0.0178
PROPOSED SDMH (SDMH 9)
STA: 9+20.48, 0.01'RT.

RIM: 6305.54'
IE (SDMH): 6296.86'
INV IN (SE 30"): 6301.23'
INV IN (SW 18"): 6297.86'
INV OUT (NW 30"): 6296.86'
PROPOSED SDMH (SDMH 10)
STA: 10+72.92, 0.00'RT.

RIM: 6303.43'
IE (SDMH): 6294.30'
INV IN (SE 30"): 6294.40'
INV OUT (NW 30"): 6294.30'
EG (TYP.)
6" Ø SANITARY SEWER
(PROJECTION)
BACKGROUND SHADE INDICATES POTENTIAL UTILITY CONFLICT (TYP.)

EX WL EX WL

EX WL

EX WL EX WL EX WL EX WL EX WL
EXISTING WATERLINE EX. 3/4" W LAT. EX. 6" SS EX. 3/4" W LAT. 148' of 30"Ø PERFORATED HDPE @ s=0.0161 EX. 3/4" GAS REPLACE EX. 3/4" GAS REPLACE EX. 3/4" GAS

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-4 Plot Stamp: 2/13/2023 5:21:58 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE PLAN AND PROFILE SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-4
11 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET SEE SHEET C-5 STA: (SD-M2) 11+00 - 16+00 SEE SHEET C-3 STA: (SD-M2) 1+00 - 6+00 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 4,130
REMOVE AND DISPOSE AC CURB LF 23
REMOVE TREE (6" - 9") EA 1
REMOVE TREE (25" - 35") EA 2
REMOVE TREE (> 36") EA 1
REMOVE STUMP EA 1
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. SEE SHEET C-17 FOR MANHOLE ALIGNMENTS.

2. TEMPORARY TRENCH PATCH IS REQUIRED TO MEET WATER
QUALITY POLLUTION CONTROL REQUIREMENTS. SEE
SPECIAL PROVISIONS. CONTRACTOR SHALL COMPLETE

FULL ROADWAY ASPHALT PAVEMENT REHABILITATION PER
SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
2/13/23
3 02/13/23 ADDITIONAL TREE REMOVALS IT

ADDITIONAL TREE REMOVALS

ITEM UNIT TOTAL

QUANTITY
REMOVE TREE, PINE (>14"-30") EA 5
REMOVE TREE, FIR (>14"-30") EA 1
REMOVE TREE, PINE (>30") EA 1
174
X
X
X
X
X
X
X
X
X
X
X
X XX
X
X X
032-151-015

CITY OF SOUTH LAKE TAHOE
032-151-016
QUAN DELORES L TR 032-151-017

WOLFGRAM KERWIN L
032-151-021

GRAYBEAL JOHN BYRON
032-151-022

DEEP BLUE LAKE PROP

A CA LLC
032-152-001

ALVIS SHAYNE MARION DAVID P
032-152-005

GORU VIJAY K
032-152-015

WIRTANEN L WAYNE
032-152-014
O BRIEN COLLEEN 032-152-003

VINSON CAROL E
032-152-002

JAURETCHE JOHN F

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX TELE EX TELE EX TELE EX TELE EX GAS EX GAS

GAS EX GAS EX GAS EX GAS

EX GAS

GAS EX GAS

EX GAS EX GAS
EX

X GAS EX GAS EX GAS

EX GAS EX GAS

EX SD 12

EX SD 12
S
S
SSC EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE W LAT 1 W LAT 1

EX GAS 2 PE

EX GAS 2 PE
27"
21" 21"
24"
52"16"
31"
26"
24" 36"
33" 17" 18"15" 36"
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 2. SEE DEMO QUANTITY TABLE.

REMOVE AND DISPOSE EX. FES (SD-L6) 1+00
(SD-L6) 1+50
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 11)
STA: (SD-M2) 15+64.78, 0.0'
INSTALL DRAINAGE INLET TYPE 1 (DI 17)
STA: (SD-L6) 1+07.17, 0.02'RT.

INSTALL 30" Ø PERFORATED HDPE STORM DRAIN PIPE
185 LF±
INSTALL 30" Ø PERFORATED HDPE STORM DRAIN
INSTALL 18" Ø HDPE STORM DRAIN PIPE
17 LF±
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 10B)
STA: (SD-M2) 12+74.98, 0.0'
(SD-M2) 11+00
(SD-M2) 12+00
(SD-M2) 13+00
(SD-M2) 14+00
(SD-M2) 15+00
(SD-M2) 16+00
INSTALL 30" Ø PERFORATED HDPE STORM DRAIN PIPE
285 LF±
BONANZA AVE. D STREET
2 D-3
1 D-2
1 D-3
1 D-3
SEE SHEET C-12 FOR (SD-L6) PROFILE
2 D-3
2 D-3
2 D-3
1 D-2
EX. UTILITY POLE, PROTECT IN PLACE.

SEE GENERAL NOTE 33, SHEET ii
SEE SHEET C-12 FOR (SD-L6) PROFILE
INSTALL 18" Ø HDPE STORM DRAIN PIPE
7 LF±
INSTALL DRAINAGE INLET TYPE 1 (DI 18)
STA: (SD-M2) 15+60.82, 10.29'RT.

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900

REMOVE AND DISPOSE

EX SD 12" PIPE, 71 LF±

REMOVE AND DISPOSE EX FES

REMOVE AND DISPOSE
EX 12" SD PIPE, 64 LF±

REMOVE AND
DISPOSE EX. FES
BONANZA AVE (SD-M3) 13+50 (SD-M3) 12+00 (SD-M3) 13+00 D STREET D
INSTALL 30" Ø HDPE STORM DRAIN PIPE
9 LF±
INSTALL 72"Ø STORM DRAIN MANHOLE (SDMH 11A)
STA: (SD-M2) 15+78.75, 0.0'
2 D-3
1 D-2
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 10A)
STA: (SD-M2) 12+62.99, 0.0'
INSTALL 30" Ø HDPE STORM DRAIN PIPE
7 LF±
1 D-2
2 D-3 Elevation (Ft.)
STA: 11+00.00 TO STA: 16+00.00
SD-M2 PROFILE
6280
6285
6290
6295
6300
6305
6280
6285
6290
6295
6300
6305
11+00 12+00 13+00 14+00 15+00 16+00
EG (TYP.)
SEE SHEET C-9 FOR PIPE INFO
185' of 30"Ø PERFORATED HDPE @ s=0.0175 INV OUT (NW 30"): 6290.57' INV IN (E 30"): 6290.67' PROPOSED SDMH 60"Ø (SDMH 10B) STA: 12+74.98, 0.0' RIM: 6300.84' IE (SDMH): 6290.57' 285' of 30"Ø PERFORATED HDPE @ s=0.0194
6" Ø SANITARY SEWER
(PROJECTION)

EX WL

EX WL
EXISTING WATERLINE EX. 3/4" W LAT. EX. 3/4" W LAT. EX. 3/4" W LAT. EX. 8" W MAIN INV OUT (NW 30"): 6284.84' INV IN (SE 30"): 6284.94' INV IN (E 18"): 6290.32' INV IN (SW 18"): 6286.35' PROPOSED SDMH 60"Ø (SDMH 11) STA: 15+64.78, 0.0' RIM: 6295.84' IE (SDMH): 6284.84' INV OUT (NW 30"): 6283.34' INV IN (SE 30"): 6283.44' INV IN (SW 24"): 6283.85' PROPOSED SDMH 72"Ø (SDMH 11A) STA: 15+78.75, 0.0' RIM: 6295.81' IE (SDMH): 6283.34' 9' of 30"Ø HDPE @ s=0.1000 INV OUT (W 30"): 6290.88' INV IN (SE 30"): 6290.98' PROPOSED SDMH 60"Ø (SDMH 10A) STA: 12+62.99, 0.0' RIM: 6300.53' IE (SDMH): 6290.88' 7' of 30"Ø HDPE @ s=0.0175 EX. 3/4" GAS EX. 2" GAS MAIN EX. 3/4" GAS EX. 3/4" GAS EX. 3/4" GAS EX. 3/4" GAS EX. 6" GAS

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-5 Plot Stamp: 2/13/2023 3:43:46 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE PLAN AND PROFILE SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-5
12 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET SEE SHEET C-9 STA: 16+00 - 21+00 SEE SHEET C-4 STA: 6+00 - 11+00 SEE SHEET C-8

FOR D STREET ALIGNMENT
20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 5,015

REMOVE AND DISPOSE FLARED END

SECTION
EA 2
REMOVE AND DISPOSE SD PIPE LF 135
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. SEE SHEETS C-17 AND C-18 FOR MANHOLE ALIGNMENTS.

2. TEMPORARY TRENCH PATCH IS REQUIRED TO MEET WATER QUALITY POLLUTION CONTROL REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL ROADWAY ASPHALT
PAVEMENT REHABILITATION PER SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
175
EG (TYP.)
CONSTRUCT D ST.

DETENTION BASIN Elevation (Ft.)
STA: 1+00.00 TO STA: 6+00.00
SD-M3 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
1+00 2+00 3+00 4+00 5+00 6+00
41' of 24"Ø CLASS IV RCP @ s=0.0025 INV OUT (NE 24"): 6285.87' INV IN (NW 24"): 6285.97' PROPOSED SDMH 48"Ø (SDMH 18) STA: 5+01.03, 0.0' RIM: 6293.70' IE (SDMH): 6285.87' PROPOSED DI (DI 9) STA: 1+87.70, 0.00' RIM: 6291.51' SUMP: 6287.62' INV IN (S 12"): 6289.62' INV OUT (N 18"): 6289.12' PROPOSED DI (48" DIA CMP) (DI 8) STA: 1+47.15, 0.00' RIM: 6292.17' SUMP: 6288.53' INV IN (SW 12"): 6290.13' INV IN (SE 12"): 6290.13' INV OUT (N 12"): 6290.03' PROPOSED DI (DI 7) STA: 1+15.76, 0.02'LT. RIM: 6292.44' SUMP: 6288.71' INV OUT (NE 12"): 6290.21' 37' of 12"Ø CLASS III RCP @ s=0.0100
STA:2+33.92
ELEV:6288.75
STA:2+12.84
ELEV:6292.14
STA:3+92.68
ELEV:6292.00
-0.5% EX. 12" SD
67' of 24"Ø HDPE @ s=0.0244
110' of 24"Ø HDPE @ s=0.0020 INV OUT (SE 24"): 6287.71' INV IN (W 24"): 6287.78' PROPOSED SDMH 48"Ø (SDMH 17) STA: 4+29.74, 0.0' RIM: 6291.97' IE (SDMH): 6287.71' 44' of 18"Ø CLASS III RCP @ s=0.0080 PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 2) STA: 3+84.06, 0.00' WEIR ELEV: 6291.00' IE (BOS): 6287.90' INV IN (SW 8"): 6287.90' INV OUT (E 24"): 6287.90' FG (TYP.)
17' of 8"Ø PVC @ s=0.0100 PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 2a) STA: 3+63.55, 0.00' TOP OF RISER: 6290.60' IE (BOS): 6288.10' INV OUT (NE 8"): 6288.10'

ROCK SUMP
1' MIN. ROCK
COVER

OVER PIPE

4.1:1
STA:2+07.53
ELEV:6292.26
STA:3+98.97
ELEV:6292.09

4.2:1

FL OF SWALE
BACKGROUND SHADE INDICATES POTENTIAL UTILITY CONFLICT (TYP.)

EX WL EX WL EX WL

EX WL

EXISTING WATERLINE
SEE NOTE 1
27' of 12"Ø CLASS III RCP @ s=0.0025 EX. 6" W MAIN EX. 6" SS EX. 2" GAS EX. 6" GAS EX. 6" SS EX. 6" W MAIN EX. 6" W MAIN REPLACE EX. 6" SS EX. 6" W MAIN EX. 2" GAS

X X X X
X
X
X
X X X
032-279-022
USFS
032-279-021
USFS 032-278-024 CTC 032-278-023 CTC 032-278-022 CTC 032-278-021 CTC 032-277-024

KISHEK EISSA EMILE
032-281-051

HANLEY CHERYL
032-282-001
EPIC CAPITAL HOLDINGS INC 032-1282-056

EICHNERLYNCH JOY TR
032-283-001

GONZALEZ JOSE LUIS
MUNOZ
032-242-024

CHILDERS WILBUR C TR
032-283-002

MEO JOHN
032-282-002

DREW JASON R
032-282-055

MOGANNAM OSAMA NABIL TR

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX S

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX GAS

EX GAS EX GAS EX GAS EX GAS EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 EX SD 12 S
S

EX GAS EX GAS

EX GAS EX SD 12

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 32" 6"
24"
9"
16"
11"
13"
12"
12"
12" 10"
15"
12"
20"
20"
22"
24" 15"
16"
15"
30"
30"
7"
12"
12"
30"
16"
18"
20"
22"
12" 18"
25"
8"
24"
21"
35"
7"
10"
10"
10"
12"
14" 16"
15"
37"
11"
14"
11" 16" 18"
12"
15"
37"
11"
14"
19"
18"
20"
34" 26" DEDI AVE
REMOVE AND DISPOSE EX. FES.

REMOVE AND DISPOSE EX. SD PIPE,
(64± LF)
EX. SWALE, PROTECT IN PLACE
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 6. SEE DEMO QUANTITY TABLE.

REMOVE AND DISPOSE EX. FES

ROW / PROPERTY LINE
(TYP.)
(SD-L3) 1+00
(SD-L3) 2+00
(SD-L3) 2+97
D
INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 18)
STA: (SD-M3) 5+01.03, 0.0'
INSTALL DRAINAGE INLET TYPE 1 (DI 7)
STA: (SD-M3) 1+15.76, 0.02'LT.

INSTALL DRAINAGE INLET TYPE 1 (DI 8)
48" DIA CMP STA: (SD-M3) 1+47.15, 0.00'
INSTALL DRAINAGE INLET TYPE 1 (DI 9)

W/ CLASS II ROCK APRON
STA: (SD-M3) 1+87.70, 0.00'
INSTALL DRAINAGE INLET TYPE 1 (DI 10)
STA: (SD-L3) 1+15.26, 0.07'LT.

INSTALL DRAINAGE INLET TYPE 1 (DI 11)
STA: (SD-M3) 5+01.03, 35.67'RT.

INSTALL 24" Ø HDPE STORM DRAIN PIPE
110 LF±
INSTALL 24"Ø CLASS IV RCP STORM DRAIN PIPE
41 LF±
INSTALL 12"Ø CLASS III RCP STORM DRAIN PIPE
27 LF±
INSTALL 12"Ø CLASS III RCP STORM DRAIN PIPE
37 LF±
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
44 LF±
INSTALL 12"Ø CLASS III RCP STORM DRAIN PIPE
27 LF±
INSTALL 12"Ø CLASS III RCP STORM DRAIN PIPE
48 LF±
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
43 LF±
6290
6289
6291
6292
6292
6290
6289
6291
6292
REMOVE AND DISPOSE EX. FES.

REMOVE AND DISPOSE EX.SD PIPE,
78 LF±
REMOVE AND DISPOSE EX. FES
CONSTRUCT DETENTION BASIN B2
(D STREET BASIN)
D
INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 17)
STA: (SD-M3) 4+29.74, 0.0'
INSTALL 24" Ø HDPE STORM DRAIN PIPE
67 LF±
6291
6291
6291

4.0:1 4.0:1

4.0:1 4.0:1 4.0:1
2:1

2.5:1
INSTALL DRAINAGE INLET TYPE 1 (DI 12)
STA: (SD-L3) 1+97.22, 0.00'

GRADING LIMITS
(TYP.)
2 D-3
1 D-3
2 D-3
1 D-3
1 D-2
1 D-5
CONSTRUCT 3' X 14'

OVERFLOW WEIR,
ELEV = 6291.50
±640 SF

REMOVE TREE
(TYP.)

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 2)
STA: (SD-M3) 3+84.06, 0.00'
SEE SHEET C-11 FOR (SD-L3) PROFILE
2 D-3
2 D-3
2 D-3
2 D-3
1 D-3
2 1 D-3
D-3
2 D-3
1 D-3
1 D-3
4 D-3A
3' WIDE BERM
ELEV = 6292.6'
(TYP.)
EX. POWER POLE,

PROTECT IN PLACE
EX. STOP SIGN,

PROTECT IN PLACE
REMOVE AND DISPOSE EX. SD PIPE, 76 LF±
REMOVE AND DISPOSE EX. FES, BOTH ENDS
SEE THIS SHEET FOR SD-M3 PROFILE
SEE SHEET C-11 FOR (SD-L3) PROFILE

INSTALL FLARED END SECTION
(TYP. 2 PLACES)

INSTALL BUCK AND POLE FENCE -

REPLACE AS REQUIRED DUE TO

CONSTRUCTION ACTIVITIES AND/OR AS

DIRECTED BY ENGINEER (TYP)
3 D-9

CONSTRUCT ROCK

LINED SWALE
3 D-1

INSTALL FES TO ROCK LINED SWALE TRANSITION
(TYP.)
3 D-3A
1 D-7
1 D-2
INSTALL 8"Ø PVC (SDR 26),
17 LF±
2 D-3

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 2a)
STA: (SD-M3) 3+63.55, 0.00'
1 D-5
D
PROTECT EX. DRIVEWAY CULVERT PIPE
AND CONNECT TO PROPOSED DI-8
14'

3.0:1

3.0:1 3.0:1

PROVIDE TEMPORARY SUPPORT FOR EXISTING
UTILITY POLE DURING SD PIPE INSTALLATION.

COORDINATE WITH UTILITY OWNER

REMOVE AND DISPOSE

EX SD PIPE, 66 LF±

REMOVE AND DISPOSE EXISTING DI
REMOVE AND DISPOSE EX. FES

D STREET

BASIN CAPACITY
BASIN TOP ELEV.=6,292.5'
BASIN BOTTOM ELEV.=6,288.5'
TOP AREA = 12,257 SF
BOTTOM AREA = 3,348 SF
CAPACITY = 1,122 CY
CAPACITY TO OUTLET = 558 CY MARGARET AVE

CONNECT TO EXISTING SD PIPE WITH
CONCRETE COLLAR.

INSTALL 12" Ø HDPE STORM DRAIN PIPE
18 LF ±
(SD-M3) 1+00
(SD-M3) 2+00
(SD-M3) 3+00
(SD-M3) 4+00 (SD-M3) 5+00
(SD-M3) 6+00

RECONFORM AC SWALE TO NEW DI

RECONFORM AC SWALE TO NEW DI
2 D-3 SEE SHEET C-7 STA: (SD-M3) 6+00 - 11+00
20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT QTY
REMOVE AND DISPOSE AC PAVEMENT SF 2,575
REMOVE AND DISPOSE FES EA 7
REMOVE AND DISPOSE DI EA 1
REMOVE AND DISPOSE SD PIPE LF 284
REMOVE TREE (SMALLER THAN 10") EA 3
REMOVE TREE (10" - 18") EA 25
REMOVE TREE (19" - 24") EA 4
REMOVE TREE (25" - 35") EA 1
REMOVE STUMP EA 4
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-6 Plot Stamp: 2/13/2023 3:44:26 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com D STREET PLAN AND PROFILE SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-6
13 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
NOTES:

1. CONTRACTOR SHALL RELOCATE WATER AND GAS

LINES IN COORDINATION WITH UTILITY
COMPANIES AS REQUIRED. SEE GENERAL NOTES
27 THRU 32, SHEET ii.

2. SEE THIS SHEET FOR SD-M3 PROFILE

3. SEE SHEET C-11 FOR LATERAL PROFILE

4. SEE SHEET C-8 FOR ALIGNMENTS OF DI 7 TO DI 12.

5. SEE SHEET C-18 FOR MANHOLE ALIGNMENTS.

6. TEMPORARY TRENCH PATCH IS REQUIRED TO

MEET WATER QUALITY POLLUTION CONTROL
REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL ROADWAY

ASPHALT PAVEMENT REHABILITATION PER
SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
176
EG (TYP.) Elevation (Ft.)
STA: 6+00.00 TO STA: 11+00.00
SD-M3 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
6+00 7+00 8+00 9+00 10+00 11+00 INV OUT (NE 24"): 6284.95' INV IN (SW 24"): 6285.05' INV IN (SE 18"): 6285.45' PROPOSED SDMH 60"Ø (SDMH 19) STA: 8+61.25, 0.0' RIM: 6294.92' IE (SDMH): 6284.95' INV OUT (E 24"): 6284.45' INV IN (SW 24"): 6284.55' INV IN (SE 18"): 6287.21' INV IN (NE 18"): 6290.76' PROPOSED SDMH 48"Ø (SDMH 20) STA: 10+63.21, 0.0' RIM: 6294.63' IE (SDMH): 6284.45' INV OUT (NE 24"): 6284.30' INV IN (W 24"): 6284.40' PROPOSED SDMH 48"Ø (SDMH 21) STA: 10+87.52, 0.0' RIM: 6294.78' IE (SDMH): 6284.30' EX. 12" SD 197' of 24"Ø PERFORATED HDPE @ s=0.0020 EX. 12" SD
242' of 24"Ø HDPE @ s=0.0020 INV OUT (NE 24"): 6285.54' INV IN (SW 24"): 6285.64' PROPOSED SDMH 48"Ø (SDMH 18a) STA: 6+14.82, 0.0' RIM: 6294.41' IE (SDMH): 6285.54' 20' of 24"Ø PERFORATED HDPE @ s=0.0020

EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL

EXISTING WATERLINE
6" Ø SANITARY SEWER
(PROJECTION)
6" Ø SANITARY SEWER (PROJECTION) EX. 8" W MAIN EX. 8" SS EX. 3/4" W LAT. EX. 8" W MAIN EX. 6" SS EX. 3/4" GAS EX. 3/4" GAS EX. 2" GAS

X X X X
X
X

X X X X
X
032-242-024
CHILDERS WILBUR C TR 032-242-023

CHILDERS WILBUR C TR
032-242-022
CURTIS SCOTTY L 032-242-021

UNGER LEIGH A
032-241-001

PENN KRISTINA L
032-252-001

OKACZA PATRICIA

ELLEN TR
032-251-027

HEMPHILL JAY P
032-251-028

KURTZMAN DAVID S TR
032-251-030

KURTZMAN DAVID S TR

EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX EX GAS EX GAS EX GAS EX SD 12 EX SD 12 EX SD 12 EX SD 12 S
S
SSC

SSC EX GAS
EX

EX GAS EX GAS

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 30" 37"
36"
24"
32" 6"
7"
8" 7" 7" 7" 5"
32"
14"
15" 47"
36"
47"
39"
AC TRENCH CUT / REMOVAL (TYP.) SEE NOTE 3.

SEE DEMO QUANTITY TABLE.
(SD-L4) 1+00 (SD-L4) 1+81 (SD-L5) 1+00
(SD-L5) 1+63
REMOVE AND DISPOSE EX. FES.

REMOVE AND DISPOSE EX. 12" SD PIPE,
70 LF±
EX. SWALE, PROTECT IN PLACE
REMOVE AND DISPOSE EX. FES.

REMOVE AND DISPOSE EX. 12" SD PIPE,
65 LF±
EX. SWALE, PROTECT IN PLACE
D
D
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 19)
STA: (SD-M3) 8+61.25, 0.0'
INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 20)
STA: (SD-M3) 10+63.21, 0.0'
INSTALL DRAINAGE INLET TYPE 1 (DI 14)
STA: (SD-L4) 1+39.99, 0.01'RT.

INSTALL DRAINAGE INLET TYPE 1 (DI 13)
STA: (SD-L4) 1+06.98, 0.03'RT. INSTALL DRAINAGE INLET TYPE 1 (DI 15) STA: (SD-L5) 1+07.83, 0.00'
INSTALL DRAINAGE INLET TYPE 1 (DI 16)
STA: (SD-L5) 1+55.39, 0.00'
INSTALL 24" Ø PERFORATED HDPE STORM DRAIN PIPE
197 LF±
INSTALL 24" Ø PERFORATED HDPE STORM DRAIN PIPE
20 LF±

SS III RCP STORM DRAIN PIPE
INSTALL 18" Ø HDPE STORM DRAIN PIPE
30 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
18 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
18 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
23 LF±
REMOVE AND DISPOSE EX. DRAIN INLET SUMP
SEE SHEET C-8 FOR PIPE INFO
2 D-3
1 D-2
1 D-3 SEE SHEET C-12 FOR (SD-L4) PROFILE
SEE SHEET C-12 FOR (SD-L5) PROFILE
1 D-3
1 D-3
1 D-3
1 D-2
2 D-3
2 D-3
2 D-3
2 D-3
2 D-3
2 EX. UTILITY POLE, D-3

PROTECT IN PLACE
REMOVE AND DISPOSE EX. FES.

RECONFORM AC SWALE TO NEW DI
REMOVE AND DISPOSE EX. FES.

D
INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 18a)
STA: (SD-M3) 6+14.82, 0.0'
INSTALL 24" Ø HDPE STORM DRAIN PIPE
242 LF±
1 D-2

D STREET TATA LANE
(SD-M3) 6+00
(SD-M3) 7+00
(SD-M3) 8+00
(SD-M3) 9+00
(SD-M3) 10+00
(SD-M3) 11+00

RECONFORM AC SWALE TO
NEW DI
INSTALL 48"Ø STORM DRAIN MANHOLE (SDMH 21)
STA: (SD-M3) 10+87.52, 0.0' 1
D-2

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-7 Plot Stamp: 2/13/2023 3:45:04 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com D STREET PLAN AND PROFILE SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-7
14 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET SEE SHEET C-8 STA: (SD-M3) 11+00 - 13+00 SEE SHEET C-6 STA: (SD-M3) 1+00 - 6+00 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 4,065
REMOVE AND DISPOSE FES EA 4
REMOVE AND DISPOSE DRAIN INLET EA 1
REMOVE AND DISPOSE SD PIPE LF 135
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. SEE SHEET C-12 FOR LATERAL PROFILES.

2. SEE SHEET C-18 FOR MANHOLE ALIGNMENTS.

3. TEMPORARY TRENCH PATCH IS REQUIRED TO MEET

WATER QUALITY POLLUTION CONTROL
REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL ROADWAY

ASPHALT PAVEMENT REHABILITATION PER SHEETS
RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
177
EG (TYP.) Elevation (Ft.)
STA: 11+00.00 TO STA: 13+50.00
SD-M3 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
11+00 12+00 13+00 13+50 EX. 12" SD EX. 12" SD
6" Ø SANITARY SEWER
(PROJECTION)
219' of 24"Ø PERFORATED HDPE @ s=0.0020

EX WL EX WL EX WL EX WL EX WL EX WL

EX WL
EXISTING WATERLINE EX. 6" W MAIN INV OUT (NW 30"): 6283.34' INV IN (SE 30"): 6283.44' INV IN (SW 24"): 6283.85' PROPOSED SDMH 72"Ø (SDMH 11A) STA: 15+78.75, 0.0' RIM: 6295.81' IE (SDMH): 6283.34' EX. 2" GAS X X X
X
X
X X
X

X X X X
X
X
X
X032-151-021 GRAYBEAL JOHN BYRON 032-151-022 DEEP BLUE LAKE PROP A CA LLC 032-152-001 ALVIS SHAYNE 032-142-016 MARION DAVID P KISHEK EISS 032-142-013

TANISAWA BRADY C
032-152-011
TRIVEDI VIVEK EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX TELE EX TELE
X GAS

EX GAS

EX GAS EX GAS

EX SD 12

EX SD 12 EX SD 12 EX SD 12
S

SSC EX GAS EX GAS EX GAS

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE

EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE EX GAS 6 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 27"
21"
21" 24"
52"
16"
31"
(SD-L5) 1+63
(SD-L6) 1+00
(SD-L6) 1+50

ROW / PROPERTY LINE
(TYP.)
SDMH #11
SEE SHEET C-5 FOR INFORMATION
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 3. SEE DEMO QUANTITY TABLE.

D
INSTALL 24" Ø PERFORATED HDPE STORM DRAIN PIPE
219 LF± (SD-M2) 15+00 (SD-M2) 16+00 BONANZA AVE.

D STREET
2 D-3
EX. UTILITY POLE,

PROTECT IN PLACE
EX. UTILITY POLE,

PROTECT IN PLACE

EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900
SEE SHEET C-5 FOR FES

AND PIPE REMOVALS
(TYP.)
(SD-M3) 13+50
(SD-M3) 11+00
(SD-M3) 12+00
(SD-M3) 13+00 D STREET
D

EX WL 8 PVC

EX WL 6 C900

EX SS 8

EX GAS

EX SD 12

EX SD 12
S

EX GAS 6 PE

EX GAS 2 PE

EX GAS 2 PE
(SD-L3) 1+00
(SD-L3) 2+00
D

INSTALL DRAINAGE INLET
TYPE 1 DI 10
77°'
103°'
180°'
68°'
112°'
180°'

INSTALL DRAINAGE INLET
TYPE 1 DI 11

INSTALL DRAINAGE INLET
TYPE 1 DI 12
90°'
90°'
180°'
SDMH 18
(SD-M3) 5+00

EX WL 6 C900

EX SS 8

EX SS 6

EX SD 12

EX SD 12
S

EX SD 12

EX GAS 6 PE

EX GAS 2 PE

EX GAS 2 PE
122°'

INSTALL DRAINAGE INLET
TYPE 3 DI 7
180°'
58°'
105°'

INSTALL DRAINAGE INLET
TYPE 1 DI 8
180°'
75°'
(SD-M3) 1+00

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-8 Plot Stamp: 2/13/2023 3:46:46 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com D STREET PLAN AND PROFILE SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-8
15 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SEE SHEET C-9
FOR SD-M1 MAIN ALIGNMENT SEE SHEET C-7 STA: (SD-M3) 1+00 - 13+00 SEE SHEET C-5
FOR SD-M1 MAIN ALIGNMENT
20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 1,610
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. SEE SHEET C-18 FOR MANHOLE ALIGNMENTS.

2. SEE SHEET C-12 FOR (SD-L6) PROFILE.

3. TEMPORARY TRENCH PATCH IS REQUIRED TO

MEET WATER QUALITY POLLUTION CONTROL
REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL

ROADWAY ASPHALT PAVEMENT REHABILITATION
PER SHEETS RR0-RR9.

PLAN VIEW, DI ALIGNMENTS - DI 10, DI 11, DI 12, SEE SHEET C-6 PLAN VIEW, DI ALIGNMENTS - DI 7, DI 8, SEE SHEET C-6
5 10
HORIZONTAL SCALE: 1" = 5'
0 5 10
HORIZONTAL SCALE: 1" = 5'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
178
X
X
X
X
X X X
X X X
032-141-011
MORAN D.
032-141-010
MORAN L.
032-142-016

MARION DAVID P
032-141-017

KISHEK EISSA EMILE
032-142-015

MATUS GLENN

PROPERTY A CA LLC
032-142-014

LALL ADRIAN
032-142-010
GILLICK PATRICK J 032-142-009

HURLEY CYNTHIA A
032-142-008

MANWILL ESTELLE
(DECD)

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS

EX GAS EX GAS

EX SD 12

EX SD 12
S
S

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE
24"
62"
36" 36"
27"
36"
39"
6 6"
12"
32"
16"
10" 14"
21" 21"
24"
52"16"
SEE SHEET C-5 FOR FES AND PIPE REMOVALS,
TYP. D STREET
EX. AC SWALE, PROTECT IN PLACE
(TYP.)

ROW / PROPERTY LINE
(TYP.)
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 4. SEE DEMO QUANTITY TABLE.

INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 12)
STA: (SD-M2) 21+04.69, 0.0'
INSTALL 30" Ø PERFORATED HDPE STORM DRAIN PIPE
246 LF±
D
(SD-M2) 16+00
(SD-M2) 17+00
(SD-M2) 18+00
(SD-M2) 19+00
(SD-M2) 20+00
(SD-M2) 21+00
BONANZA AVE.

STREET
2 D-3
1 D-2
2 D-3
EX. UTILITY POLE,

PROTECT IN PLACE
EX. UTILITY POLE,

PROTECT IN PLACE

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 BONANZA AVE (SD-M3) 13+00 D STREET D
D
INSTALL 30" Ø PERFORATED HDPE STORM DRAIN PIPE
8 LF±
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 11B)
STA: (SD-M2) 18+30.30, 0.0'
1 D-2
D
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 11C)
STA: (SD-M2) 18+42.85, 0.0'
INSTALL 30" Ø HDPE STORM DRAIN PIPE
257 LF±
2 D-3
1 D-2 Elevation (Ft.)
STA: 16+00.00 TO STA: 21+00.00
SD-M2 PROFILE
6275
6280
6285
6290
6295
6300
6275
6280
6285
6290
6295
6300
16+00 17+00 18+00 19+00 20+00 21+00
EG (TYP.)
6" Ø SANITARY SEWER
(PROJECTION)
246' of 30"Ø PERFORATED HDPE @ s=0.0085 EX. 3/4" W LAT. EX. 3/4" W LAT. EX. 3/4" W LAT. INV OUT (N 30"): 6281.10' INV IN (SE 30"): 6281.20' PROPOSED SDMH 60"Ø (SDMH 11B) STA: 18+30.30, 0.0' RIM: 6290.05' IE (SDMH): 6281.10' 8' of 30"Ø PERFORATED HDPE @ s=0.0127 INV OUT (NW 30"): 6280.84' INV IN (S 30"): 6280.94' PROPOSED SDMH 60"Ø (SDMH 11C) STA: 18+42.85, 0.0' RIM: 6289.40' IE (SDMH): 6280.84' 257' of 30"Ø HDPE @ s=0.0190 EX. 3/4" GAS EX. 3/4" GAS EX. 3/4" GAS EX. 2" GAS MAIN

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-9 Plot Stamp: 2/13/2023 3:47:31 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE PLAN AND PROFILE SHEET 4 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-9
16 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET SEE SHEET C-10 STA: SD-M2 21+00 - 26+00 SEE SHEET C-5 STA: (SD-M2)11+00 - 16+00 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 SEE SHEET C-8

FOR D STREET

ALIGNMENT

DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 1,450
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS.

NOTES:

1. CONTRACTOR TO CONTACT POWER UTILITY AND

FOLLOW ALL REQUIREMENTS OF PROTECTING
UTILITY POLE IN PLACE.

2. CONTRACTOR SHALL PROVIDE WATERLINE
PROTECTION WHERE REQUIRED. SEE GENERAL
NOTES 27, 28, 29 AND 30, SHEET ii.

3. SEE SHEET C-18 FOR MANHOLE ALIGNMENTS.

4. TEMPORARY TRENCH PATCH IS REQUIRED TO

MEET WATER QUALITY POLLUTION CONTROL
REQUIREMENTS. SEE SPECIAL PROVISIONS.

CONTRACTOR SHALL COMPLETE FULL

ROADWAY ASPHALT PAVEMENT REHABILITATION
PER SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
179
X
X
032-141-018
GANYO
032-141-012

MANWILL ESTELLE E (DECD)
032-142-018

WHITELEY
032-142-017
ROMANO
032-142-006

BLACK GARRICK
032-142-007

BLACK ARTHUR A &
JOANNE
032-142-004

ALCORN NATHANAEL E
032-142-003

STEWART BRENDA E
032-142-002
2011 EAST HIGHLAND CA LLC

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

X GAS EX GAS

EX GAS
E
SSC
S

EX SD

EX SD EX SD EX SD

SEX GAS EX GAS

EX GAS EX GAS

EX GAS EX GAS EX GAS

EX GAS 2 PE

EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE 17"
32"
15"
30"
15"
24" 10"12" 15"
24"
24"
6"
18"
21"
10"
9"
15"
10"
8"
8"
8"
9"
8"
8"
8"
9"
7"
7"
8" 8"
7"
10"
8"
7"
9"
9"
7"
9"
AC TRENCH CUT / REMOVAL (TYP.) SEE NOTE 4.

SEE DEMO QUANTITY TABLE.
(SD-L7) 1+50
(SD-L7) 1+00
D
ST
INSTALL 60"Ø STORM DRAIN MANHOLE (SDMH 13)
STA: (SD-M2) 22+94.34, 0.0'
REMOVE EX. DRAIN INLET,
INSTALL 60"Ø STORM DRAIN MANHOLE
36"Ø CAST-IRON RING W/ BICYCLE SAFE GRATE (DI 21)
STA: (SD-M2) 25+31.95, 0.00' INSTALL 30" Ø HDPE STORM DRAIN PIPE 185 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
141 LF±
REMOVE EX. STORM DRAIN PIPE,
INSTALL 18" Ø HDPE STORM DRAIN PIPE
28 LF±

REMOVE STUMP
(TYP)
(B3) 1+00
D
ST
(SD-M2) 26+05
(SD-M2) 21+00
(SD-M2) 22+00
(SD-M2) 23+00
(SD-M2) 24+00
(SD-M2) 25+00
(SD-M2) 26+00
INSTALL 30" Ø HDPE STORM DRAIN PIPE
7 LF±
INSTALL 60" ∅SEDIMENT TRAP
W/ HINGED LID (SDMH/ST 14)
STA: (SD-M2) 25+44.27, 0.00'RT.

INSTALL 30"Ø CLASS III RCP STORM DRAIN PIPE
36 LF±
2 D-3
1 D-2
1 D-2
1 D-3
2 D-3

REMOVE EX DRAIN INLET
INSTALL 60"Ø STORM DRAIN MANHOLE
36"Ø CAST-IRON RING W/ BICYCLE SAFE GRATE (DI 20)
STA: (SD-M2) 24+39.92, 0.00'
SEE SHEET C-12 FOR (SD-L7) PROFILE
2 D-3 3
D-3
1 D-2

EX UTILITY POLE,

PROTECT IN PLACE
EX. UTILITY POLE,

PROTECT IN PLACE
EX. SIGN,

REMOVE AND REPLACE
REMOVE EX. STORM DRAIN PIPE, 87 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
87 LF±

EX FENCE.

PROTECT IN PLACE
(TYP)
3 D-3
EX. DITCH,

RECONSTRUCT AFTER

SD CONSTRUCTION

3.9:1

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 BONANZA AVE EXISTING 36" ∅ DRAINAGE INLET

PROTECT IN PLACE
STA: (SD-L7) 1+08.66, 0.00'
3 D-3 Elevation (Ft.)
STA: 21+00.00 TO STA: 26+00.00
SD-M2 PROFILE
6265
6270
6275
6280
6285
6290
6265
6270
6275
6280
6285
6290
21+00 22+00 23+00 24+00 25+00 26+00
EG (TYP.)
185' of 30"Ø HDPE @ s=0.0064 PROPOSED DI (DI 20) STA: 24+39.92, 0.00' RIM: 6278.62' SUMP: 6272.00' INV IN (SE 30"): 6274.10' INV IN (SW 18"): 6275.00' INV OUT (NW 30"): 6274.00' EX. DI EX. DI 141' of 30"Ø HDPE @ s=0.0025 PROPOSED SEDIMENT TRAP (SDMH/ST 14) STA: (SD-M2) 25+44.27, 0.00'RT. RIM: 6277.76' SUMP: 6271.50' INV IN (SW 30"): 6273.60' INV OUT (NE 30"): 6273.50' 36' of 30"Ø CLASS III RCP @ s=0.0026

OUTFALL
STA:25+82.93
ELEV:6273.40
7' of 30"Ø HDPE @ s=0.0052 PROPOSED DI (DI 21) STA: 25+31.95, 0.00' RIM: 6278.94' SUMP: 6271.67' INV IN (SE 30"): 6273.77' INV OUT (NE 30"): 6273.67' INV OUT (NW 30"): 6274.46' INV IN (SE 30"): 6274.56' PROPOSED SDMH 60"Ø (SDMH 13) STA: 22+94.34, 0.0' RIM: 6281.20' IE (SDMH): 6274.46' 87' of 30"Ø HDPE @ s=0.0025
6" Ø SANITARY SEWER
(PROJECTION)
FG (TYP.)
BACKGROUND SHADE INDICATES POTENTIAL UTILITY CONFLICT (TYP.) EX. 3/4" W LAT. INV OUT (NW 30"): 6275.77' INV IN (SE 30"): 6275.87' PROPOSED SDMH 60"Ø (SDMH 12) STA: 21+04.69, 0.0' RIM: 6284.24' IE (SDMH): 6275.77' EX. 4" SEWER ABANDON EX. 3/4" GAS EX. 4" SEWER ABANDON EX. 4" SEWER ABANDON EX. 4" SEWER REPLACE

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-10 Plot Stamp: 2/13/2023 3:48:16 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE PLAN AND PROFILE SHEET 5 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-10
17 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SEE SHEET C-15
STA: (B-3) 1+00 - 6+50 SEE SHEET C-9 STA: (SD-M2) 16+00 - 21+00 20 40
HORIZONTAL SCALE: 1" = 20'
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 400
REMOVE AND DISPOSE DRAIN INLET EA 2
REMOVE AND DISPOSE SD PIPE LF 102
REMOVE STUMP EA 4
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN ON THESE PLANS. SEE SHEET C-15 STA: (L-8) 1+00 - 3+00 NOTES:

1. CONTRACTOR SHALL RELOCATE UTILITY POLES AS
REQUIRED. SEE GENERAL NOTE 33, SHEET ii.

2. CONTRACTOR SHALL PROVIDE WATERLINE PROTECTION
WHERE REQUIRED. SEE GENERAL NOTES 27, 28, 29 AND 30,
SHEET ii.

3. SEE SHEET C-18 FOR MANHOLE ALIGNMENTS.

4. TEMPORARY TRENCH PATCH IS REQUIRED TO MEET WATER
QUALITY POLLUTION CONTROL REQUIREMENTS. SEE
SPECIAL PROVISIONS. CONTRACTOR SHALL COMPLETE

FULL ROADWAY ASPHALT PAVEMENT REHABILITATION PER
SHEETS RR0-RR9.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
180
Elevation (Ft.)
STA: 1+00.00 TO STA: 2+00.00
SD-L1 PROFILE
6310
6315
6320
6325
6330
6310
6315
6320
6325
6330
1+00 2+00 PROPOSED DI (DI 4) STA: 1+05.73, 0.00'LT. RIM: 6321.03' SUMP: 6316.18' INV OUT (E 18"): 6317.68' PROPOSED DI (DI 3) STA: 1+42.83, 0.00' RIM: 6321.50' SUMP: 6311.72' INV IN (W 18"): 6316.93' INV OUT (NW 18"): 6313.22' EG (TYP.)
34' of 18"Ø HDPE @ s=0.0200
37' of 18"Ø HDPE @ s=0.0200
SEE SHEET C-2 FOR SD PLAN VIEW EX. 6" SS EX. 6" W EX. 6" SSEX. 2" GAS PROPOSED DI (SDMH 3A) STA: 5+14.02, 0.00' RIM: 6320.87' SUMP: 6312.30' INV IN (W 24"): 6312.40' INV IN (SE 18"): 6312.40' INV OUT (NE 24"): 6312.30' Elevation (Ft.) STA: 1+00.00 TO STA: 2+00.00
SD-L2 PROFILE
6305
6310
6315
6320
6325
6330
6305
6310
6315
6320
6325
6330
1+00 2+00
EG (TYP.) INV OUT (NW 30"): 6309.92' INV IN (SW 24"): 6310.02' INV IN (SE 18"): 6312.07' PROPOSED SDMH 60"Ø (SDMH 5) STA: 1+39.45, 0.0' RIM: 6321.04' IE (SDMH): 6309.92' 36' of 18"Ø
HDPE @ 1.00%
SEE SHEET C-2, C-3 FOR SD PLAN VIEW EX. 6" W EX. 8" W
24' of 18"Ø HDPE @ s=0.0100 EX. 6" SS EX. 2" GAS Elevation (Ft.) STA: 1+00.00 TO STA: 3+00.00
SD-L3 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
1+00 2+00 3+00
43' of 18"Ø CLASS III RCP @ s=0.0164
48' of 12"Ø CLASS III RCP @ s=0.0050
27' of 12"Ø CLASS III RCP @ s=0.0100 PROPOSED DI (DI 10) STA: 1+15.26, 0.07'LT. RIM: 6293.65' SUMP: 6287.91' INV OUT (SW 12"): 6290.91' PROPOSED DI (DI 11) STA: 1+45.80, 0.00' RIM: 6293.31' SUMP: 6287.60' INV IN (NE 12"): 6290.60' INV OUT (NW 12"): 6290.60' PROPOSED DI (DI 12) STA: 1+97.22, 0.00' RIM: 6292.51' SUMP: 6286.85' INV IN (SE 12"): 6290.35' INV OUT (W 18"): 6289.85' EG (TYP.)
CONSTRUCT D ST.

DETENTION BASIN
STA:2+41.39
ELEV:6289.12
FG (TYP.)
SEE SHEET C-6 FOR SD PLAN VIEW
-3.53%
FES
-15.0%

2.94%
6" Ø SANITARY SEWER
(PROJECTION) EX. 6" SS EX. 6" W EX. 8" W EX. 6" GAS REPLACE Elevation (Ft.) STA: 1+00.00 TO STA: 1+65.00
SD-L1A PROFILE
6310
6315
6320
6325
6330
6310
6315
6320
6325
6330
1+00 1+65
EG
(TYP.) PROPOSED DI (DI 4b) STA: 1+43.15, 0.01'RT. RIM: 6320.03' SUMP: 6311.75' INV OUT (SE 18"): 6313.25' 19' of 18"Ø
HDPE @ 1.00%
SEE SHEET C-2 FOR SD PLAN VIEW PROPOSED DI (DI 4a) STA: 1+10.53, 0.00' RIM: 6320.14' SUMP: 6311.89' INV OUT (N 18"): 6313.39' PROPOSED DI (SDMH 3B) STA: 5+90.01, 0.00' RIM: 6320.36' SUMP: 6312.01' INV IN (NW 18"): 6313.15' INV IN (SW 24"): 6312.11' INV IN (S 18"): 6313.15' INV OUT (NE 24"): 6312.01' EX. 6" W EX. 6" SS EX. 2" GAS Elevation (Ft.) STA: 1+00.00 TO STA: 1+50.00
SD-L2A PROFILE
6305
6310
6315
6320
6325
6305
6310
6315
6320
6325
1+00 1+50 PROPOSED DI (DI 6a) STA: 1+13.88, 0.00' RIM: 6318.09' SUMP: 6308.82' INV OUT (E 18"): 6310.32' 25' of 18"Ø HDPE @ s=0.0125 INV OUT (NW 30"): 6309.68' INV IN (SE 30"): 6309.78' INV IN (W 18"): 6309.96' PROPOSED SDMH 60"Ø (SDMH 6) STA: 1+41.96, 0.0' RIM: 6317.85' IE (SDMH): 6309.68' EG
(TYP.)
SEE SHEET C-3 FOR SD PLAN VIEW EX. 6" W EX. 6" SS Elevation (Ft.) STA: 1+00.00 TO STA: 1+35.00
SD-L2B PROFILE
6300
6305
6310
6315
6320
6300
6305
6310
6315
6320
1+00 1+35 PROPOSED DI (DI 6b) STA: 1+08.13, 0.00' RIM: 6310.24' SUMP: 6305.37' INV OUT (NE 18"): 6306.87' 22' of 18"Ø HDPE @ s=0.0050 INV OUT (NW 30"): 6305.64' INV IN (SE 30"): 6305.74' INV IN (SW 18"): 6306.74' PROPOSED SDMH 60"Ø (SDMH 7) STA: 1+34.12, 0.0' RIM: 6310.14' IE (SDMH): 6305.64' EG
(TYP.)
SEE SHEET C-3 FOR SD PLAN VIEW EX. 6" W EX. 6" SS EX. 2" GAS REPLACE

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-11 Plot Stamp: 2/13/2023 3:48:47 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com STORM DRAIN LATERAL PROFILES SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-11
18 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
181
Elevation (Ft.)
STA: 1+00.00 TO STA: 1+65.00
SD-L5 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
1+00 1+65
EG
(TYP.) PROPOSED DI (DI 15) STA: 1+07.83, 0.00' RIM: 6294.56' SUMP: 6285.92' INV OUT (NW 18"): 6287.42' INV OUT (E 24"): 6284.45' INV IN (SW 24"): 6284.55' INV IN (SE 18"): 6287.21' INV IN (NE 18"): 6290.76' PROPOSED SDMH 48"Ø (SDMH 20) STA: 10+63.21, 0.0' RIM: 6294.63' IE (SDMH): 6284.45' PROPOSED DI (DI 16) STA: 1+55.39, 0.00' RIM: 6294.07' SUMP: 6289.53' INV OUT (SW 18"): 6291.03' 23' of 18"Ø HDPE @ s=0.0100
18' of 18"Ø HDPE @ s=0.0100
SEE SHEET C-7 FOR SD PLAN VIEW EX. 6" GAS EX. 8" W Elevation (Ft.) STA: 1+00.00 TO STA: 1+75.00
SD-L6 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
1+00 1+75 PROPOSED DI (DI 17) STA: 1+07.17, 0.02'RT. RIM: 6295.50' SUMP: 6285.23' INV OUT (NE 18"): 6286.73' 17' of 18"Ø HDPE @ s=0.0176
SEE SHEET C-5 FOR SD PLAN VIEW EX. 6" W EX. 6" SS EX. 2" GAS PROPOSED DI (DI 18) STA: 1+39.68, 0.05'LT. RIM: 6295.50' SUMP: 6289.08' INV OUT (W 18"): 6290.58' INV OUT (NW 30"): 6284.84' INV IN (SE 30"): 6284.94' INV IN (E 18"): 6290.32' INV IN (SW 18"): 6286.35' PROPOSED SDMH 60"Ø (SDMH 11) STA: 15+64.78, 0.0' RIM: 6295.84' IE (SDMH): 6284.84' 7' of 18"Ø HDPE @ s=0.0242 Elevation (Ft.)
STA: 1+00.00 TO STA: 1+50.00
SD-L7 PROFILE
6265
6270
6275
6280
6285
6265
6270
6275
6280
6285
1+00 1+50 EXISTING SEDIMENT TRAP (TIE-INTO) STA: (SD-L7) 1+08.66, 0.00' RIM: 6278.34' INV OUT (NE 18"): 6275.27' PROPOSED DI (DI 20) STA: 24+39.92, 0.00' RIM: 6278.62' SUMP: 6272.00' INV IN (SE 30"): 6274.10' INV IN (SW 18"): 6275.00' INV OUT (NW 30"): 6274.00' EG
(TYP.)
SEE SHEET C-10 FOR SD PLAN VIEW
28' of 18"Ø HDPE @ s=0.0082 EX. 6" W EX. 2" GAS Elevation (Ft.) STA: 1+00.00 TO STA: 2+50.00
SD-L8 PROFILE
6265
6270
6275
6280
6285
6265
6270
6275
6280
6285
1+00 2+00 2+50 PROPOSED DI (DI 22) STA: 1+24.08, 0.00' RIM: 6280.60' SUMP: 6273.57' INV OUT (E 18"): 6275.07' 28' of 18"Ø HDPE @ s=0.0150 PROPOSED DI (DI 23) STA: 1+54.73, 0.00' RIM: 6280.79' SUMP: 6273.11' INV IN (W 18"): 6274.61' INV OUT (E 18"): 6274.61' 71' of 18"Ø CLASS III RCP @ s=0.0150
EG
(TYP.)
STA:2+26.75
ELEV:6273.53
SEE SHEET C-15 FOR SD PLAN VIEW
-11.5%

3.9:1

0.0% EX. 6" W MAIN EX. 6" SS Elevation (Ft.)
STA: 1+00.00 TO STA: 2+00.00
SD-L4 PROFILE
6280
6285
6290
6295
6300
6280
6285
6290
6295
6300
1+00 2+00 PROPOSED DI (DI 13) STA: 1+06.98, 0.03'RT. RIM: 6294.81' SUMP: 6285.05' INV OUT (NE 18"): 6286.55' PROPOSED DI (DI 14) STA: 1+39.99, 0.01'RT. RIM: 6294.90' SUMP: 6284.39' INV IN (SW 18"): 6285.89' INV OUT (NW 18"): 6285.89' INV OUT (NE 24"): 6284.95' INV IN (SW 24"): 6285.05' INV IN (SE 18"): 6285.45' PROPOSED SDMH 60"Ø (SDMH 19) STA: 8+61.25, 0.0' RIM: 6294.92' IE (SDMH): 6284.95' 18' of 18"Ø HDPE @ s=0.0200
30' of 18"Ø HDPE @ s=0.0200
EG (TYP.)
SEE SHEET C-7 FOR SD PLAN VIEW EX. 8" W EX. 2" GAS EX. 6" GAS EX. 8" W

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-12 Plot Stamp: 2/13/2023 3:49:14 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com STORM DRAIN LATERAL PROFILES SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-12
19 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
182
Elevation (Ft.)
STA: 1+00.00 TO STA: 5+00.00
D1 PROFILE
6315
6320
6325
6330
6335
6315
6320
6325
6330
6335
1+00 2+00 3+00 4+00 5+00
EG (TYP.) FG (TYP.)
STA:1+09.66
ELEV:6328.73
STA:2+28.39
ELEV:6326.54
STA:2+88.86
ELEV:6326.24
STA:1+00.00
ELEV:6330.66
STA:2+93.94
ELEV:6327.26
STA:3+08.59
ELEV:6326.21
STA:3+03.91
ELEV:6327.14
STA:4+31.83
ELEV:6324.96
-1.8%
-0.5%
-20.0%
-1.5%
STA:4+26.13
ELEV:6324.51
-20.0%

8.1%

20.0%
-1.1% PROPOSED DI (DI 2) STA: 4+26.14, 0.00' RIM: 6325.09' SUMP: 6320.12' INV OUT (N 18"): 6322.12' 35' of 18"Ø CLASS III RCP @ s=0.0100 INV OUT (NE 18"): 6321.62' INV IN (SW 18"): 6321.72' INV IN (S 18"): 6321.72' PROPOSED DI (DI 1) STA: 1+06.56, 0.00'RT. RIM: 6327.60' SUMP: 6322.14' INV OUT (N 18"): PROPOSED SDMH 60"Ø (SDMH 2) STA: 4+65.87, 0.0' RIM: 6324.76' IE (SDMH): 6321.62' 6324.14' SEE SHEET C-1 FOR PLAN VIEW EX. 8" W EX. 2" GAS MAIN REPLACE 6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
6320
6325
6330
6335
6340
6320
6325
6330
6335
6340
-20 -10 0 10
EG
FG
EG
FG
EG
FG
EG
FG EG
FG
EG
FG
EG
FG
FL ELEV =
6324.88
FL ELEV =
6325.61
FL ELEV =
6326.43
FL ELEV =
6327.07
FL ELEV =
6327.99
FL ELEV =
6328.73
SEE SHEET C-1 FOR PLAN VIEW
SEE DETAIL 2/D-1 FOR DITCH DETAIL

F STREET DITCH
STA 1+10

F STREET DITCH
STA 1+50

F STREET DITCH
STA 2+00

F STREET DITCH
STA 2+50

F STREET DITCH
STA 3+00

F STREET DITCH
STA 3+50

F STREET DITCH
STA 4+00

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-13 Plot Stamp: 2/13/2023 3:49:29 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com F STREET DITCH PROFILE AND SECTIONS TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-13
20 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
183
Elevation (Ft.)
STA: 1+00.00 TO STA: 5+50.00
B1 PROFILE
6295
6300
6305
6310
6315
6295
6300
6305
6310
6315
1+00 2+00 3+00 4+00 5+00 5+50 INV OUT (NW 30"): 6303.01' INV OUT (W 18"): 6303.01' INV IN (SE 30"): 6303.11' PROPOSED SDMH 72"Ø (SDMH 8) STA: 8+20.70, 0.01'RT. RIM: 6307.19' WEIR: 6305.50' IE (SDMH): 6303.01' 26' of 18"Ø HDPE @ s=0.0025
85' of 18"Ø CLASS III RCP @ s=0.0351 INV OUT (NW 30"): 6296.86' INV IN (SE 30"): 6301.23' INV IN (SW 18"): 6297.86' PROPOSED SDMH 60"Ø (SDMH 9) STA: 9+20.48, 0.0' RIM: 6305.54' IE (SDMH): 6296.86' STA:1+55.96
ELEV:6307.00
STA:1+72.42
ELEV:6302.20
STA:4+31.00
ELEV:6300.90
STA:4+54.14
ELEV:6307.00
STA:4+38.14
ELEV:6303.55
-0.5%
EG (TYP.) FG (TYP.)

CONSTRUCT
DETENTION BASIN 1

2.9:1

2.6:1

4.7:1 PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 1) STA: 4+44.55, 0.00' WEIR ELEV: 6306.00' IE (BOS): 6301.01' INV IN (SW 8"): 6301.01' INV OUT (NE 18"): 6301.02' SEE SHEET C-4 FOR SD PLAN VIEW PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 1a) STA: 4+17.35, 0.00' TOP OF RISER: 6304.28' IE (BOS): 6301.28' INV OUT (NE 8"): 6301.28'

ROCK SUMP
1' MIN. ROCK
COVER
OVER PIPE PROPOSED SEDIMENT TRAP (SDMH / ST 8a) STA: (SD-M2) 8+35.71, 27.03'LT. RIM: 6307.17' SUMP: 6300.93' INV IN (E 18"): 6302.93' INV OUT (W 18"): 6302.93' 34' of 18"Ø CLASS III RCP @ s=0.0203
FES
24' of 8"Ø PVC @ s=0.0100 EX. 6" SS EX. 6" W EX. 6" SS EX. 2" GAS REPLACE EX. 6" W REPLACE

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-14 Plot Stamp: 2/13/2023 3:49:34 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE SOUTH BASIN PROFILE AND SECTIONS TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-14
21 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
1/8/23
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 01/08/23 EX. UTILITY UPDATES, AND SD REVISIONS IT
184
X
X
X
X
X
X
032-141-002 CALIFORNIA TAHOE CONSERVANCY
032-141-003 CALIFORNIA TAHOE CONSERVANCY
032-141-001
EMERALD BAY ROAD PROP LTD 032-141-018 GANYO 032-142-017 ROMANO 032-142-004 ALCORN NATHANAEL E 032-142-003 STEWART BRENDA E 032-142-002 2011 EAST HIGHLAND CA LLC EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 8 EX SS 8 EX SS 8 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX SS 10

EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX ELEC EX ELEC EX ELEC EX ELEC

EX TELE EX TELE

EX TELE

EX TELE
SSC

EX SD EX SD EX SD EX SD
S

EX GAS

EX GAS EX GAS EX GAS 2 PE EX GAS 2 PE EX GAS 2 PE
30"
8"
24"
6"
18"
21"
7"
33"
32"
34"
34"
15"
10"
10"
6"
7"
6"
18"
14"
13"
8" 17"
10"
11"
10"
19"
9"
11"
10"
9" 9"
8"
8"
9"
10"
7"
7" 12"
7" 7"
6"
7"
8"
9"
15" 15"
10"
10"
6"
9" 7"
6"
8"
9"
10"
6"
9"
8"
8"
10"
11"
7" 8"
13" 12" 14"
8" 15"
8" 9"
13" 11" 14" 14"
13"
12"
9"
9"
11"
12"
10" 13" 15" 17"
14"
11"
14"
14"
16"
12" 11"
11"
11"
10"
10" 10"
12"
12"
11"
6" 9" 9"
9"
8" 9"
8"
10" 9"
8"
8"
8" 10"
8"
12"
11"
12"
12"
12" 10"
11"
10"
9"
8"
10"
8"
8"
8"
8"
8"
13"
10"
9"
8"
9" 9"
10"
11"
10"
10"
13"
13" 14"
14"
14"
13"
14" 7" 9"
15"
10"
8" 8" 8"
9"
8"
8"
8"
9"
7" 7"
8"
8"
7" 10"
8"
7" 9"
9"
7" 9"
18"
17" 6"
10" 9"
9"
11"
6"
12" 15"
11"
12"
13" 11"
12"
14"
12"
12"
11"
15"
16"
13"
12"
13"
11"
14"
14"
16"
15"
12"
14"
14"
21"
15"
20"
9"
16"
12"
16"
17" 20"
16" 16"
16"
13"
12"
14"
11"
14"
10"
14"
9"
9"
10"
12"
12"
6"
13"
15"
12"
14"
12"
12"
10"
17" 12"
10" 17"
12"
10" 17"
9"
14"
9"
11" 14"
10"
10"
12"
11"
9"
12"
14"
11"
11"
14"
15"
14"
16"17"
12"
11"
14"
15" 13"
15" 16"
18"
14"
19"
11"
16"
12"
11"
14"
8"
8"
36"
42"
30"
36"
35"
23"
27"
17"
47"
35"
22"
40"
20" 16"
9"
15" 12"
16"
13"
20"
18" 10"
10" 11"
11"
13"
17"
22"

BASIN CAPACITY
BASIN TOP ELEV.=6,277.5'
BASIN BOTTOM ELEV.=6,273'
TOP AREA = 73,713 SF
BOTTOM AREA = 34,078 SF
CAPACITY = 9,717 CY
CAPACITY TO OUTLET ELEV. = 5,912 CY
CONSTRUCT BASIN B3
(NORTH BONANZA BASIN)
ST
REMOVE EX. STORM DRAIN PIPE,
INSTALL 18" Ø HDPE STORM DRAIN PIPE
(B3) 1+00
(B3) 2+00 (B3) 3+00
(B3) 4+00
(B3) 5+00
(B3) 6+00
(B3) 6+50
ST
(SD-L8) 1+00
(SD-L8) 2+00
(SD-L8) 2+50
(SD-M2) 26+05 (SD-M2) 24+00 (SD-M2) 25+00
(SD-M2) 26+00
6275
6275
6273
6273
6274
6274
6276
6276
6277
6275
6272
6272
6273
6274
6276
6275
6274
6276
62776277
6275
6273
6274
6276
6277
6278
INSTALL 18" Ø HDPE STORM DRAIN PIPE
28 LF±
INSTALL DRAINAGE INLET TYPE 1 (DI 23)
STA: (SD-L8) 1+54.73, 0.00'
INSTALL 18"Ø CLASS III RCP STORM DRAIN PIPE
71 LF± 1+65.00 3+00.00 4+30.00
AC TRENCH CUT / REMOVAL (TYP.)
SEE NOTE 3. SEE DEMO QUANTITY TABLE.

SEE SHEET C-12 FOR (SD-L8) PROFILE INFORMATION
SEE SHEET C-16 FOR
(B3) PROFILE

INFORMATION

GRADING LIMITS
(TYP.)
8' WIDE BERM SURFACE
ELEV = 6277.5'
(TYP.)
1 D-4
2 D-3
1 D-5
INSTALL 30"Ø CLASS III RCP
STORM DRAIN PIPE, 67 LF±

INSTALL FES

TIE TO EX DITCH,

MATCH EX

CONSTRUCT OVERFLOW WEIR
ELEV = 6276.50'
FL/TIE-IN=6273.37
FL/TIE-IN=6272.86
FL=6271.79
FL/TIE-IN=6272.81
FL/TIE-IN=6272.99

REMOVE TREE
(TYP.)

REMOVE EX DRAIN INLET
INSTALL 60"Ø STORM DRAIN MANHOLE
36"Ø CAST-IRON RING W/ BICYCLE SAFE GRATE (DI 20)
STA: (SD-M2) 24+39.92, 0.00'

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 3)
STA: (B3) 5+41.07, 0.00'
SEE SHEET C-12 FOR (SD-L8) PROFILE INFORMATION
4 D-3A
2 D-3
1 D-3

INSTALL FLARED END SECTION
INSTALL FLARED END SECTION 3
D-3A
3 D-3A N33°24'55"W
N19°35'19"W N27°46'09"W
(B3 WEIR) 0+00
(B3 WEIR) 1+00
(B3 WEIR) 1+09
SEE SHEET C-16 FOR
(B3 WEIR) PROFILE

INFORMATION

INSTALL BUCK AND POLE FENCE - REPAIR

AND/OR REPLACE AS REQUIRED DUE TO

CONSTRUCTION ACTIVITIES AND/OR AS

DIRECTED BY ENGINEER
3 D-9
INSTALL 8" Ø PVC (SDR 26),
29 LF±
2 D-3

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 3a)
STA: (B3) 5+08.39, 1.77'LT.
1 D-5

INSTALL FES TO ROCK LINED

SWALE TRANSITION
1 D-7

CONSTRUCT ROCK-LINED SWALE
(TYP.)
3 D-1

INSTALL FES TO ROCK

LINED SWALE TRANSITION
1 D-7
FL=6272.13 3.9:1

3.9:1

3.9:1 3.9:1 3.9:1

3.9:1

3.9:1 5.0:1

5.0:1

0.2%

0.0%

1.0%

0.2%

0.5% 0.2%

3.2:1

3.5:1

3.3:1
14'

ROCK RIPRAP
1330 SF EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 2 D-3

INSTALL CURB

TRANSITION, EACH END
(TYP.)
2 D-6

CONSTRUCT

BATTERED CURB

AND GUTTER,
SEE SHEET C-15a
58 LF±
1 D-6 EMERALD BAY RD. BONANZA AVE (C&G 6) 0+59
(C&G 6) 0+00
3 D-3A
INSTALL DRAINAGE INLET TYPE 3 (DI 22)
STA: (SD-L8) 1+24.08, 0.00'

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-15 Plot Stamp: 2/13/2023 3:50:08 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE NORTH BASIN PLAN TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-15
22 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
SEE SHEET C-10
STA: 21+00 - 26+00
NOTE:

1. CONTRACTOR SHALL PROVIDE WATERLINE PROTECTION
WHERE REQUIRED. SEE GENERAL NOTES 27, 28, 29 AND
30, SHEET ii.

2. SEE SHEET C-16 FOR BASIN PROFILE (B3) AND SECTIONS

3. TEMPORARY TRENCH PATCH IS REQUIRED TO MEET
WATER QUALITY POLLUTION CONTROL REQUIREMENTS.

SEE SPECIAL PROVISIONS. CONTRACTOR SHALL

COMPLETE FULL ROADWAY ASPHALT PAVEMENT
REHABILITATION PER SHEETS RR0-RR9.

DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 375
REMOVE TREE (SMALLER THAN 10") EA 71
REMOVE TREE (10" - 18") EA 116
REMOVE TREE (19 - 24") EA 3
REMOVE STUMP EA 1
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
5/13/22
06/30/23
185
X X X X EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900

EX SS 10 EX SS 10

EX WL 8 STEEL

EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC

EX TELE EX TELE EX TELE EX TELE

EX TELE

EX TELE S 7" 34" 15" 9" 11" 10" (SD-L8) 1+00 EX WL 6 C900 EX WL 6 C900 EX WL 6 C900 (C&G 6) 0+59 (C&G 6) 0+00
MATCH EX., LIP=6281.12
MATCH EX., FL=6280.98
TBC=6281.48
GRATE=6280.60
MATCH EX., LIP=6281.12
MATCH EX., FL=6280.98
TBC=6281.48
LIP=6280.83
FL=6280.69
TBC=6281.19
LIP=6281.01
FL=6280.87
TBC=6281.37 BONANZA AVE

B STREET
STA: 0+00.00 TO STA: 0+59.00
C&G 6 FLOWLINE PROFILE
6275
6280
6285
6275
6280
6285
0+00 0+59
EG FG
-1.12%

0.00%

0.58%
MEET EX.

STA:0+00.00
ELEV:6280.98
MEET EX.

STA:0+59.00
ELEV:6280.73
DI
STA:0+35.76
ELEV:6280.60
10 20
HORIZONTAL SCALE: 1" = 10' 0

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-15a Plot Stamp: 2/13/2023 3:50:49 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com B STREET INTERSECTION TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-15a
23 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET

CURB AND GUTTER GRADING

B STREET AND BONANZA AVENUE
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
5/13/22
06/30/23
NOTES:

1. CAD LINEWORK AND ALIGNMENTS WILL BE
PROVIDED TO CONTRACTOR.

2. LINE AND CURVE INFORMATION AND STATION

OFFSETS FOR CURB AND GUTTER CONSTRUCTION
MAY BE AVAILABLE UPON REQUEST.
186
EG (TYP.)
FG (TYP.) Elevation (Ft.)
STA: 1+00.00 TO STA: 6+50.00
B3 PROFILE
6265
6270
6275
6280
6285
6265
6270
6275
6280
6285
1+00 2+00 3+00 4+00 5+00 6+00 6+50
STA:1+00.00
ELEV:6277.48
-0.5%
STA:1+15.56
ELEV:6273.40
STA:5+61.95
ELEV:6277.48
MEET EX.

STA:5+66.87
ELEV:6276.01
STA:5+53.46
ELEV:6277.50
FES
STA:6+10.99
ELEV:6271.51
STA:5+25.44
ELEV:6273.47 STA:1+05.06
ELEV:6276.25

4.1:1

7.9:1

6.4:1
SEE SHEET C-10

FOR PIPE INFO
67' of 30"Ø CLASS III RCP @ s=0.0039
50" x 30"
STORM DRAIN (TIE-INTO) PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 3) STA: 5+41.07, 0.00' WEIR ELEV: 6276.00' IE (BOS): 6271.78' INV IN (SW 8"): 6271.81' INV OUT (N 30"): 6271.78' 29' of 8"Ø PVC @ 0.93% PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 3a) STA: 5+08.39, 1.77'LT. TOP OF RISER: 6274.00' IE (BOS): 6272.11' INV OUT (NE 8"): 6272.11'

ROCK SUMP
1' MIN. ROCK
COVER

OVER PIPE
STA:2+67.16
ELEV:6272.99

0.0%

3.4:1
FES
-0.4%
6265
6270
6275
6280
6265
6270
6275
6280
-130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 6265
6270
6275
6280
6265
6270
6275
6280
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 EG
FG
EG
FG (TYP.)
-4:1
-0.20%
OFF = -103.48
ELEV = 6272.70 SECONDARY CHANNEL
OFF = 12.36
ELEV = 6273.00
OFF = 29.92
ELEV = 6277.50

MEET EX
OFF = -127.55
ELEV = 6277.68
OFF = 30.46
ELEV = 6277.11

MEET EX
OFF = -138.83
ELEV = 6276.49

TOP OF BERM
OFF = -128.22
ELEV = 6277.50
OFF = -110.66
ELEV = 6273.00

SECONDARY CHANNEL
OFF = -99.34
ELEV = 6272.43
OFF = -92.62
ELEV = 6273.00

MEET EX
OFF = -74.80
ELEV = 6276.55

MEET EX
OFF = -34.64
ELEV = 6276.77
OFF = -11.57
ELEV = 6273.00

SECONDARY CHANNEL
OFF = 12.50
ELEV = 6272.99

PRIMARY CHANNEL
OFF = 0.00
ELEV = 6272.78
OFF = 30.03
ELEV = 6277.50

MEET EX
OFF = 37.76
ELEV = 6275.46
-4:1
5:1
-6:1
3:1
-4:1
4:1
3:1

NORTH BONANZA STREET BASIN
STA 1+65

NORTH BONANZA STREET BASIN
STA 3+00
6265
6270
6275
6280
6265
6270
6275
6280
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FG (TYP.) EG

MEET EX
OFF = -97.12
ELEV = 6276.25

TOP OF BERM
OFF = -85.27
ELEV = 6277.50
OFF = -67.60
ELEV = 6273.00
OFF = -36.82
ELEV = 6272.80

SECONDARY CHANNEL
OFF = -34.25
ELEV = 6271.94
OFF = -31.68
ELEV = 6272.80
OFF = -10.87
ELEV = 6272.80

PRIMARY CHANNEL
OFF = 0.00
ELEV = 6272.06
OFF = 11.45
ELEV = 6273.00

MEET EX
OFF = 28.26
ELEV = 6276.35

MEET EX
OFF = 57.96
ELEV = 6276.52
OFF = 76.30
ELEV = 6273.00

SECONDARY CHANNEL
OFF = 82.76
ELEV = 6272.20
OFF = 84.54
ELEV = 6272.80
OFF = 139.47
ELEV = 6273.00
OFF = 157.23
ELEV = 6277.50

MEET EX
OFF = 165.08
ELEV = 6278.55
-4:1
-0.65%

0.00%
5:1
-5:1

0.35%
4:1
7:1
-3:1 3:1
3:1

NORTH BONANZA STREET BASIN
STA 4+30 Elevation (Ft.)
STA: 0+00.00 TO STA: 1+09.96
B3 WEIR PROFILE
6270
6275
6280
6270
6275
6280
0+00 1+001+10

5.0:1

3.0:1

TOP OF BERM
STA:0+54.10
ELEV:6276.50
EG
FG

0.1%

0.0%

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_BONANZA.dwg, Tab: C-16 Plot Stamp: 2/13/2023 3:51:25 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVENUE NORTH BASIN PROFILE AND SECTIONS TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-16
24 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTE:

SEE SHEET C-15 FOR BASIN PLAN
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
5/13/22
06/30/23
187

EX GAS 2 STL

EX SS 6

EX WL 8 PVC

EX WL 6 C900

EX GAS 2 PE

EX GAS 2 PE PI: 1+47.74 D
INSTALL 48" SDMH 1

WITH CLOSED LID
46°
134°

EX SS 6

EX WL 8 PVC

EX GAS

EX GAS 2 PE

EX GAS 2 PE
PI: 2+84.11 D
INSTALL 60" SDMH 2

WITH CLOSED LID
47°
133°
3+00

EX SS 6

EX WL 8 PVC

EX SD 12

EX SD 12
S

EX GAS 2 PE

EX GAS 2 PE
PI: 4+97.69
PI: 5+14.02
5+00
INSTALL 60" SDMH 3A

WITH CLOSED LID
90°
D D 90°
157°
22°
INSTALL 60" SDMH 2A

WITH CLOSED LID

EX SS 6

EX WL 8 PVC

EX GAS

EX WL 4 STEEL

EX GAS 2 PE

EX GAS 2 PE
PI: 5+90.01 93°
87°
INSTALL 60" SDMH 3B

WITH CLOSED LID
68°
112°
6+00
D

EX SS 6

EX WL 8 PVC

EX GAS 2 PE

EX GAS 2 PE
PI: 7+37.20 D
180°
INSTALL 48" SDMH 4

WITH CLOSED LID

EX SS 6

EX WL 8 PVC

EX WL 6 C900

EX SD 12

EX SD 12
S

EX SD 12

EX GAS 2 PE

EX GAS 2 PE
D
INSTALL 60" SDMH 5

WITH CLOSED LID
89°
87°
63°
9+72
2+00
X
X
X

EX SS 6

EX GAS

EX GAS 2 PE

EX GAS 2 PE
D
INSTALL 60" SDMH 6

WITH CLOSED LID
80°
100°
5+00

EX SS 6

EX WL 6 C900

EX WL 4 STEEL

EX GAS 2 PE

EX GAS 2 PE
D
INSTALL 60" SDMH 7

WITH CLOSED LID
76°
103°
181°

EX SS 6

EX WL 6 C900

EX GAS 2 PE

EX GAS 2 PE
D
60°
121°
179°
INSTALL 72" SDMH 8

WITH CLOSED LID

TO BASIN

EX SS 6

EX TELE

EX GAS 2 PE

EX GAS 2 PE
D
97°
83°
181°
INSTALL 60" SDMH 9

WITH CLOSED LID

EX SS 6

EX GAS 2 PE

EX GAS 2 PE
D
180°
180°
INSTALL 60" SDMH 10

WITH CLOSED LID
X
X
X

EX SS 6

EX GAS

EX GAS 2 PE

EX GAS 2 PE
D
D
126°
234°
INSTALL 60" SDMH 10A

WITH CLOSED LID
INSTALL 60" SDMH 10B

WITH CLOSED LID
234°
126°

EX SS 6

EX SS 6
SSC

EX GAS 2 PE

EX GAS 2 PE
D
INSTALL 60" SDMH 6A

WITH CLOSED LID
180°

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_MANHOLE ALIGNMENTS.dwg, Tab: C-17 Plot Stamp: 2/13/2023 3:55:46 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com MANHOLE ALIGNMENTS SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-17
25 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 5 10
SDMH 1, SEE SHEET C-1 SDMH 2, SEE SHEET C-1 SDMH 2A, 3A, SEE SHEET C-2 SDMH 3B, SEE SHEET C-2 SDMH 4, SEE SHEET C-2 SDMH 5, SEE SHEET C-3
SDMH 6, SEE SHEET C-3
SDMH 7, SEE SHEET C-3
SDMH 8, SEE SHEET C-4 SDMH 9, SEE SHEET C-4
SDMH 10, SEE SHEET C-4
SDMH 10A, B SEE SHEET C-5
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
SDMH 6A, SEE SHEET C-3
2 12/16/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
188
13+00

EX SS 6

EX WL 6 C900

EX WL 8 PVC

EX TELE

EX SD 12

EX SD 12
S

EX GAS 6 PE

EX GAS 2 PE

EX GAS 2 PE
D
96°
INSTALL 60" SDMH 11

WITH CLOSED LID
85°
111°
68°
D
89°
90°
INSTALL 72" SDMH 11A

WITH CLOSED LID

EX SS 6

EX WL 6 C900

EX SD

EX GAS 2 PE

EX GAS 2 PE
180°
126°
54°
INSTALL 60" SDMH

WITH OPEN GRATE COVER
DI 20

EX SS 6

EX WL 6 C900
D

EX SD 12

EX SD

EX SD
D
179° 113°
67°
180°
180°
INSTALL 60" SDMH

WITH OPEN GRATE COVER
DI 21
INSTALL 60" SED. TRAP
SDMH/ST14
PI: 4+29.74

EX SS 8

EX GAS 2 PE

EX GAS 2 PE
D
100°
180° 80°
INSTALL 48" 2 SDMH 17

WITH CLOSED LID FROM BASIN
5+00PI: 5+01.03

EX WL 8 PVC

EX WL 6 C900

EX SS 8

EX SD 12

EX SD 12 S EX GAS 6 PE EX GAS 2 PE

EX GAS 2 PE

EX GAS 2 PE
D 90°
90°
180°
INSTALL 48" SDMH 18

WITH CLOSED LID
PI: 8+61.25

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX SS 8

EX SD 12

EX SD 12
S

EX GAS 6 PE

EX GAS 2 PE

EX GAS 2 PE
D
92°
88°
181°
104°
INSTALL 48" 2 SDMH 19

WITH CLOSED LID
11+00
PI: 10+63.21
PI: 10+87.52
X

EX WL 8 PVC

EX WL 4 STEEL

EX GAS 6 PE

EX GAS 6 PE
D EX GAS 6 PE
D
89°
48°
151°
21°
72°
160°
200°
INSTALL 48" SDMH 20

WITH CLOSED LID
INSTALL 48" SDMH 21

WITH CLOSED LID
21+00

EX SS 6

EX GAS 2 PE

EX GAS 2 PE
D
180°
180°
INSTALL 60" SDMH 12

WITH CLOSED LID
23+00
X
X
X
X

EX SS 6

EX WL 4 STEEL

EX GAS 2 PE

EX GAS 2 PE
D
180°
180°
INSTALL 60" SDMH 13

WITH CLOSED LID

EX SS 6

EX WL 6 C900

EX GAS

EX GAS 2 PE

EX GAS 2 PE
D
137°
223°
INSTALL 60" SDMH 11B

WITH CLOSED LID
D
223°
137°
INSTALL 60" SDMH 11C

WITH CLOSED LID
PI: 6+14.82

EX WL 8 PVC

EX SS 8

EX GAS 6 PE

EX GAS 6 PE
D 90°
90°
180°
INSTALL 48" SDMH 18A

WITH CLOSED LID

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_MANHOLE ALIGNMENTS.dwg, Tab: C-18 Plot Stamp: 2/13/2023 3:59:21 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com MANHOLE ALIGNMENTS SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-18
26 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SDMH 11, 11A, SEE SHEET C-5 DI 20, SEE SHEET C-10 DI 21, SEE SHEET C-10 SDMH 17, SEE SHEET C-6
SDMH 18, SEE SHEET C-6
SDMH 19, SEE SHEET C-7
SDMH 20, SDMH 21, SEE SHEET C-7
0 5 10
NOTE:

SEE SHEET C-8 FOR STRUCTURES
DI 7, 8, 9, 10, 11, 12
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
SDMH 12, SEE SHEET C-9
SDMH 13, SEE SHEET C-10
SDMH 11B, 11C, SEE SHEET C-9
SDMH 18A, SEE SHEET C-7
2 12/16/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
189
032-203-03 CO-ELD
X
X
X
X
X
TRASH
X

TATA LANE
DEDI AVENUE F ST. D ST.

MARGARET AVENUE

BONANZA AVENUE
EMERALD BAY RD. D ST.

BONANZA AVENUE

TATA LANE

DEDI AVENUE
MARGARET AVENUE B ST.

D
D
D D
D
D D
D
D
ST
D
D
D
D
D D
D
D
D
ST
D
D
ST

EMERALD BAY ROAD
JULIE LANE F ST.

D
D
D
D
D
D D
D
D

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-0 Plot Stamp: 2/13/2023 3:59:52 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com ROAD REHABILITATION OVERVIEW TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-0
27 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
100 200
HORIZONTAL SCALE: 1" = 100'
0 LEGEND

EXISTING STORM DRAIN

PROPOSED STORM DRAIN
ROAD SHOULDER STABILIZATION - PERMEABLE GRAVEL PAVERS (3076 SF, 769 LF) ROAD SHOULDER STABILIZATION - AC SWALE (6765 SF ,1353 LF) FULL ROADWAY REHABILITATION - 3" MILL AND OVERLAY
FULL ROADWAY REHABILITATION - 4" MILL AND OVERLAY
5 D-6
6 D-6 RR-1 RR-1 RR-2 RR-2 RR-3 RR-3
RR-4 RR-4
RR-5
RR-5 RR-6
RR-7 "A"
RR-7 "B"
RR-8 "A"
RR-9 "A"
RR-8 "B"
RR-9 "B"
4/11/22
06/30/23
NOTES:

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 190
F ST. D 26' D 26'
519' 21'
24' R22.50'
R22.50' D D D
F ST. 32' 33'
542' 25' 35'
29' 30'
29'
50' (TYP.)
50' (TYP.)
R22.50'
R22.50' D D D

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-1 Plot Stamp: 2/13/2023 4:00:11 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com F ST ROAD REHAB SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-1
28 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20' 0 MARGARET AVE DEDI AVE TATA LANE BONANZA AVENUE

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE 12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.)
12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.)

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)
4/11/22
06/30/23 LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION.

ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS

OF MILL AND OVERLAY AND INSTALLATION OF ROAD SHOULDER STABILIZATION

TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY OPERATIONS. ADJUST

ALL EXISTING MANHOLES AND UTILITY BOXES TO FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

SEE SHEET C-2a FOR ADDITIONAL

INFORMATION ON CURB AND
GUTTER
SEE SHEET C-2a FOR ADDITIONAL

INFORMATION ON CURB AND
GUTTER
191
D ST. D
D
ST 27' 26' 25' 30' 71' 23'
24'
26'
26'
26'
476' 50' (TYP.)
R22.50' R22.50'
R20.00' R22.50'
D
D
D
D
25' 25' 22' 28'
25'
565'
22'
50'

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-2 Plot Stamp: 2/13/2023 4:00:30 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com D ST ROAD REHAB SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-2
29 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20'
0 FULL ROADWAY REHABILITATION
4" MILL AND OVERLAY MATCHLINE - SEE ABOVE
D ST.

D ST.

D ST. TATA LANE MARGARET AVE JULIE LANE DEDI AVE MATCHLINE - SEE BELOW

FULL ROADWAY REHABILITATION
4" MILL AND OVERLAY MATCHLINE - SEE RR-3
12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.) 12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.)
12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.)

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
SEE SHEET RR-7 FOR FULL EXTENTS ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
SEE SHEET RR-8 FOR FULL EXTENTS

CONSTRUCT ROADSIDE AC SWALE
SEE SHEET RR-9 FOR FULL EXTENTS

CONSTRUCT ROADSIDE AC SWALE
300 SF, 60 LF
6 D-6

CONSTRUCT ROADSIDE AC SWALE
SEE SHEET RR-7 FOR FULL EXTENTS

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)
4/11/22
06/30/23 LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 192
D 25' 28' 15' 12'
433' 50' (TYP.) D 30'
210'

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-3 Plot Stamp: 2/13/2023 4:00:48 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com D ST ROAD REHAB SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-3
30 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20' 0

FULL ROADWAY REHABILITATION
4" MILL AND OVERLAY MATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW

FULL ROADWAY REHABILITATION
4" MILL AND OVERLAY MATCHLINE - SEE RR-2
D ST.

D ST.

D ST. EMERALD BAY RD BONANZA AVE
12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.)

CONSTRUCT ROADSIDE AC SWALE
SEE SHEET RR-5 FOR FULL EXTENTS

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)
4/11/22
06/30/23 LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 193
TRASH
D
D
D
476' 28'27' 50' (TYP.)
D
D
D
D
ST
D
555' 23' 22'

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-4 Plot Stamp: 2/13/2023 4:01:06 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVE ROAD REHAB SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-4
31 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20'
0 BONANZA AVENUE

BONANZA AVENUE F STREET

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY MATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY
12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.) MATCHLINE - SEE RR-5

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)
4/11/22
06/30/23 LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 194
D D 27' 32' 23' 23'
374'
141'
50' (TYP.) D D D 22'
556' D DD

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-5 Plot Stamp: 2/13/2023 4:01:24 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVE ROAD REHAB SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-5
32 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20' 0

BONANZA AVENUE

BONANZA AVENUE D STREET MATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY
12" WHITE LIMIT LINE, CALTRANS
STANDARD PLAN A24E
(TYP.) MATCHLINE - SEE RR-6 MATCHLINE - SEE RR-4

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY

CONSTRUCT ROADSIDE AC SWALE
560 SF, 112 LF 6
D-6

CONSTRUCT ROADSIDE AC SWALE
SEE SHEET RR-6 FOR FULL EXTENTS

TRAFFIC STRIPE, NO PASSING
ZONES, TWO DIRECTION, DETAIL 21,
CALTRANS STANDARD PLAN A20A
(TYP.)
4/11/22
06/30/23 LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 195
D 34' 21'
444'
23'

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-6 Plot Stamp: 2/13/2023 4:01:34 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BONANZA AVE ROAD REHAB SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-6
33 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20' 0
BONANZA AVENUE B STREET MATCHLINE - SEE RR-5

FULL ROADWAY REHABILITATION
3" MILL AND OVERLAY

CONSTRUCT ROADSIDE AC SWALE
780 SF, 156 LF 6
D-6
4/11/22
06/30/23 LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 196

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-7 Plot Stamp: 2/13/2023 4:01:53 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com MARGARET AVE ROAD REHAB SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-7
34 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20' 0

MARGARET AVENUE

MARGARET AVENUE D STREETROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
528 SF, 132 LF 5
D-6

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
880 SF, 220 LF
PLAN VIEW "A"
PLAN VIEW "B"

CONSTRUCT ROADSIDE AC SWALE
475 SF, 95 LF 6
D-6 5
D-6

SAW CUT AND PATCH EXISTING AC
(MIN. 3' WIDTH) TO PROVIDE CLEAN EDGE

FOR ROAD SHOULDER STABILIZATION
(TYP.)

CONSTRUCT ROADSIDE AC SWALE
1000 SF, 200 LF 6
D-6
FLOW

FLOW FLOW

CONSTRUCT ROADSIDE AC SWALE
700 SF, 140 LF 6
D-6

FLOW FLOW
FLOW
4/11/22
06/30/23
LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 197
D D ST

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-8 Plot Stamp: 2/13/2023 4:02:11 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DEDI AVE ROAD REHAB SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-8
35 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20' 0
PLAN VIEW "A"

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
900 SF, 225 LF 5
D-6

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
768 SF, 192 LF 5
D-6
PLAN VIEW "B"

DEDI AVE

DEDI AVE D STREET

CONSTRUCT ROADSIDE AC SWALE
700 SF, 140 LF 6
D-6
FLOW
FLOW
FLOW
FLOW
FLOW

SAW CUT AND PATCH EXISTING AC
(MIN. 3' WIDTH) TO PROVIDE CLEAN EDGE

FOR ROAD SHOULDER STABILIZATION
(TYP.)
4/11/22
06/30/23
LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 198
D

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_ROADSHOULDER-PLAN.dwg, Tab: RR-9 Plot Stamp: 2/13/2023 4:02:30 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com TATA LANE ROAD REHAB SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA RR-9
36 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
20 40
HORIZONTAL SCALE: 1" = 20'
0 PLAN VIEW "B"

TATA LANE

TATA LANE D STREET
PLAN VIEW "A"

CONSTRUCT ROADSIDE AC SWALE
1100 SF, 220 LF
6 D-6

CONSTRUCT ROADSIDE AC SWALE
825 SF, 165 LF
6 D-6

CONSTRUCT ROADSIDE AC SWALE
325 SF, 65 LF
6 D-6
FLOW
FLOW
FLOW
FLOW
4/11/22
06/30/23
LEGEND

EXISTING STORM DRAIN

1. ROAD REHABILITATION SHEETS ARE BASED ON LIDAR SURVEY INFORMATION. ACTUAL ROAD WIDTHS AND RESIDENTIAL DRIVEWAY LOCATIONS MAY VARY. LIMITS OF MILL AND OVERLAY AND INSTALLATION

OF ROAD SHOULDER STABILIZATION TREATMENTS WILL BE MARKED AND LOCATED IN THE FIELD BY THE ENGINEER AT TIME OF CONSTRUCTION.

2. EXISTING UTILITY INFRASTRUCTURE (E.G. BOXES, MANHOLES, FRAMES

AND COVERS) SHALL BE PROTECTED DURING MILL AND OVERLAY
OPERATIONS. ADJUST ALL EXISTING MANHOLES AND UTILITY BOXES TO

FINISHED GRADE FOLLOWING COMPLETION OF MILL AND OVERLAY PAVING. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 199

X X X X X X X X X X

REVEGETATION ZONE B,

SEE TABLE THIS SHEET
(TYP.)

ROCK WEIR,

SEE CIVIL SHEETS FOR ADDITIONAL INFO
(TYP.)

PROPOSED GRADING LIMITS,

SEE CIVIL SHEETS FOR ADDITIONAL INFO,
(TYP.)

REVEGETATION ZONE A,

SEE TABLE THIS SHEET
(TYP.)

ROCK LINED SWALE,

SEE CIVIL SHEETS FOR ADDITIONAL INFO
(TYP.)

PROPOSED TOP OF BASIN SIDE SLOPE
(TYP.) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

PROPOSED GRADING LIMITS,

SEE CIVIL SHEETS FOR ADDITIONAL INFO,
(TYP.)

REVEGETATION ZONE B,

SEE TABLE THIS SHEET
(TYP.)

ROCK LINED SWALE,

SEE CIVIL SHEETS FOR ADDITIONAL INFO
(TYP.)

PROPOSED TOP OF BASIN SIDE SLOPE
(TYP.)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_VEG.dwg, Tab: REVEGETATION SHEET 1 Plot Stamp: 2/13/2023 4:02:58 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com REVEGETATION SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA REVEG-1
37 FEB 2023
BT

JD / BM

JD / BM
E320400600 CONSTRUCTION SET
20 40
HORIZONTAL SCALE: 1" = 20' 0
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

D ST BONANZA AVE DEDI AVE MARGARET AVE

REVEGETATION QUANTITIES

KEY ZONE ITEM DESCRIPTION UNIT QUANTITY

REVEGETATION ZONE A
SF 2,890
TREATMENT TYPE 1 (TT1) - ORGANIC MATTER AND TOPSOIL

SALVAGE AND REPLACEMENT
TREATMENT TYPE 3 (TT3) - WOODY VEGETATION SALVAGE AND

PROCESSING
TREATMENT TYPE 5-2 (TT5-2) - SEEDING MIX 2
TREATMENT TYPE 6 (TT6) - HYDRAULIC MULCH APPLICATION

REVEGETATION ZONE B
SF 9,740
TREATMENT TYPE 1 (TT1) - ORGANIC MATTER AND TOPSOIL

SALVAGE AND REPLACEMENT
TREATMENT TYPE 3 (TT3) - WOODY VEGETATION SALVAGE AND

PROCESSING
TREATMENT TYPE 5-2 (TT5-2) - SEEDING MIX 2
TREATMENT TYPE 6 (TT6) - HYDRAULIC MULCH APPLICATION
TREATMENT TYPE 8 (TT8) - COIR 40/400 NETTING INSTALLATION

REVEGETATION QUANTITIES

KEY ZONE ITEM DESCRIPTION UNIT QUANTITY

REVEGETATION ZONE B
SF 11,305
TREATMENT TYPE 1 (TT1) - ORGANIC MATTER AND TOPSOIL

SALVAGE AND REPLACEMENT
TREATMENT TYPE 3 (TT3) - WOODY VEGETATION SALVAGE AND

PROCESSING
TREATMENT TYPE 5-3 (TT5-3) - SEEDING MIX 3
TREATMENT TYPE 6 (TT6) - HYDRAULIC MULCH APPLICATION
TREATMENT TYPE 8 (TT8) - COIR 40/400 NETTING INSTALLATION BASIN 1 (B1) - SOUTH BONANZA BASIN
BASIN 2 (B2) - MARGARET / D ST BASIN
NOTE: REFER TO SPECIAL PROVISIONS FOR TREATMENT TYPE INFORMATION NOTE: REFER TO SPECIAL PROVISIONS FOR TREATMENT TYPE INFORMATION 06/30/23
200

X X X X

PROPOSED GRADING LIMITS,

SEE CIVIL SHEETS FOR ADDITIONAL INFO,
(TYP.)

REVEGETATION ZONE B,

SEE TABLE THIS SHEET
(TYP.)

ROCK WEIR,

SEE CIVIL SHEETS FOR ADDITIONAL INFO
(TYP.)

ROCK LINED SWALE,

SEE CIVIL SHEETS FOR ADDITIONAL INFO
(TYP.)

PROPOSED TOP OF BASIN SIDE SLOPE
(TYP.)
8' WIDE BERM,

SEE CIVIL SHEETS FOR ADDITIONAL INFO
(TYP.),

REVEGETATION ZONE A,

SEE TABLE THIS SHEET
(TYP.)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_VEG.dwg, Tab: REVEGETATION SHEET 2 Plot Stamp: 2/13/2023 4:03:06 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com REVEGETATION SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA REVEG-2
38 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
20 40
HORIZONTAL SCALE: 1" = 20' 0
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

REVEGETATION QUANTITIES

KEY ZONE ITEM DESCRIPTION UNIT QUANTITY
REVEGETATION ZONE A SF 37,355
TREATMENT TYPE 1 (TT1) - ORGANIC MATTER AND TOPSOIL SALVAGE AND REPLACEMENT TREATMENT TYPE 3 (TT3) - WOODY VEGETATION SALVAGE AND PROCESSING TREATMENT TYPE 5-3 (TT5-3) - SEEDING MIX 3
TREATMENT TYPE 6 (TT6) - HYDRAULIC MULCH APPLICATION
REVEGETATION ZONE B SF 39,205
TREATMENT TYPE 1 (TT1) - ORGANIC MATTER AND TOPSOIL SALVAGE AND REPLACEMENT TREATMENT TYPE 3 (TT3) - WOODY VEGETATION SALVAGE AND PROCESSING TREATMENT TYPE 5-3 (TT5-3) - SEEDING MIX 3
TREATMENT TYPE 6 (TT6) - HYDRAULIC MULCH APPLICATION
TREATMENT TYPE 8 (TT8) - COIR 40/400 NETTING INSTALLATION BONANZA AVE EMERALD BAY RD BASIN 3 (B3) - NORTH BONANZA BASIN
NOTE: REFER TO SPECIAL PROVISIONS FOR TREATMENT TYPE INFORMATION 06/30/23
201

JAMES AVE
ELOISE AVE TAHOE KEYS BLVD 7 7
1B
1B COUNCIL ROCK DRIVE
JAMES AVE. IMPROVEMENTS
SEE SHEET C19
ELOISE AVE. IMPROVEMENTS
SEE SHEET C-19

COUNCIL ROCK DRIVE IMPROVEMENTS
SEE SHEET C-21
023-682-013
CSLT 023-681-017 CSLT023-683-10 SOUTH TAHOE REFUSE CO
023-681-005
CTC
023-901-012 CTC

COUNCIL ROCK DRIVE IMPROVEMENTS
SEE SHEET C-21 D D 3RD ST.

JAMES AVE
ELOISE AVE TAHOE KEYS BLVD 3RD ST. 3RD ST.

SP-1, VEG-4
C-21
C-19
BMP-3
BMP-4

COUNCIL ROCK DRIVE
023-682-013
CSLT 023-681-017 CSLT 023-683-10 SOUTH TAHOE REFUSE CO
023-681-005
CTC
023-901-012 CTC

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_SITE-PLAN.dwg, Tab: SP-2 Plot Stamp: 2/13/2023 4:03:33 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com SITE PLAN SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA SP-2
39 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
60 120
HORIZONTAL SCALE: 1" = 60' 0
SEZ
SEZ
LEGEND

SHEET INDEX

SEZ (STREAM ENVIRONMENT ZONE), DEFINED IN

TAHOE VALLEY AREA PLAN

LAND CAPABILITY DISTRICT

LAND CAPABILITY CLASSIFICATION

WATERS OF THE US

WETLAND AREA
RIPARIAN AREA #
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
4/11/22
06/30/23
202
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
12"
16"
12" 12"
17" 19"
13"
12"
15"
15"
10" 11"
27" 22" 22"
14"
14"
14"
11"
30"
13"
15"
24"
20"
21" 17" 15"
26"
15"
14"
14"
16"
19" 19"
12"
20"
18" 21"
17"
18"
14"
16"
15"
12" 14"
15"
12"
12"14"
15" 16" 16"
19"
11"
8"
11"
10"
14" 10"
6" 6"
6"
18"p
14" EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL

EX GAS 6 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6

EX SS 8

EX SS 8
(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W)

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC (W) (W)
(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)EX WL 8 PVC

EX WL 6 STEEL EX WL 6 STEEL

EX WL 8 PVC

EX WL 8 PVC EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX WL 8 PVC EX WL 8 PVC EX WL 6 STEEL EX WL 6 STEEL EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC

EX ELEC

EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC

EX ELEC

EX ELEC EX ELEC

EX ELEC EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX SD
SD SSC
SSC
SD

EX SD

EX SD
SD
SD

EX SD 24
S

S EX GAS EX GAS
S
S
S

JAMES AVE

ELOISE AVE TAHOE KEYS BLVD

INSTALL TEMPORARY DRAINAGE INLET PROTECTION,
CALTRANS STANDARD PLAN T62, TYPE 3A,
(TYP.)

INSTALL TEMPORARY SILT FENCE,
(TYP.)

CONSTRUCT TEMPORARY

CONSTRUCTION ENTRANCE,
(TYP.) 3RD ST.

INSTALL TEMPORARY CONSTRUCTION

LIMIT FENCE,
(TYP.)

INSTALL TEMPORARY CHECK DAM,
(TYP.)
CLF

CLF CLF
CLF
CLF

CLF CLF

CLF CLF
CLF
CLF

CLF EXISTING CHAIN LINK FENCE,

PROTECT IN PLACE,

REPLACE ANY FENCING THAT NEEDS

TO BE REMOVED FOR CONSTRUCTION
2 D-9
4 D-13
6 D-13
3 D-13
1 D-13

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_BMP.dwg, Tab: BMP-3 Plot Stamp: 2/13/2023 4:04:24 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BMP SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA BMP-3
40 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SETNOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

2. THE STAGING AREA AS SHOWN ON THE BMP SHEETS INDICATES THE MAXIMUM USABLE SPACE THAT IS AVAILABLE TO THE CONTRACTOR.

4. PLACEMENT OF ADDITIONAL FENCING MAY BE NECESSARY FOR THE WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES.

9. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED BY AN AMENDED SWPPP, DIRECTED BY THE ENGINEER OR DIRECTED BY THE PROJECT QSP.

10. CHECK DAMS SHALL BE INSTALLED AT A SEPARATION DISTANCE SO THAT THE TOP OF THE DOWNSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM CHECK DAM.

BMP QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY*
TEMPORARY CHECK DAM EA ±6
TEMPORARY DRAINAGE INLET PROTECTION EA ±2
TEMPORARY CONSTRUCTION LIMIT FENCE (CLF) LF ±500
TEMPORARY SILT FENCE LF ±240
TEMPORARY CONSTRUCTION ENTRANCE EA 1
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
40 80
HORIZONTAL SCALE: 1" = 40'
0 LEGEND

TEMPORARY SILT FENCE

TEMPORARY CONSTRUCTION LIMIT FENCE

TEMPORARY FIBER ROLL

TEMPORARY CHECK DAM

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY STAGING AND STORAGE AREA

TEMPORARY CONSTRUCTION ENTRANCE

WATERS OF THE UNITED STATES

WETLANDS AREA

RIPARIAN AREA
MATCHLINE, SEE SHEET BMP-4
CLF
4/11/22
06/30/23
203
X X
X
X
X
X
X
X
X
X
X
X

X X X X
X X
X
X
X
X X X
X
20" 10" 9"
14"
10"
13" 12" 7"
28"
11" 7"
18"
12" 9"
12"
8"
18" 14"
20"
18"12"
17"10"
24"18"
16"
14" 10"
9" 8"
10"
15"
14" 7" 11"
11"
12" 12" 14"
11"12" 18"
14"
15"
11"
16"
10" 10"
10" 14"
8"
12" 10" 10"
10" 16" 6"
6"
10"
16"
12"
11"
18"12" 8"16"
21"
7" 17" 16"
20" 13"13"
15"
15"
11" 11" 8"
14"
13" 10" 16" 16" 14"
11"
11" 10"
12"
11" 9"
9"
12" 8" 18" 9"
8" 12"
18" 16"
16"
10"14"
14" 10" 14"
8"8" 6" 13" 10"8"6"
28"
10"
17"
15"
8" 14"
9" 17"18"
11"14"13"
10"9"
14" 8" 8"
15"
12"
14"
11" 11" 9"
6"9"
8" 9"
8"
9"10" 12"
11"
36"
8" 14"
10"
17" 18"
11"
16" 9"7" 6" 8"6" 7" 6" 12"
10" 6" 8" 8"
12"
7" 12" 10" 8"8" 8" 6"6" 13" 7"10"
15"
11"
9"
9"
9"
10"8"7"
8"
9"
6"
10"
7"
14"
6" 10"
9"
12"
10"
10"9"
8"
7"9"
9"
8" 7" 7"
10"
10"10"
10"
10"
7"
11"
14"
13"
24" 8"

EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 6 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 6 EX SS 6

EX SS 6

EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6

EX SS 6 EX SS 6

EX SS 6 EX SS 6 EX SS 6

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 8 EX SS 8

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6

EX SS 6
(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC

EX WL 6 C900

EX WL 8 PVC

EX WL 8 PVC EX SS 8 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 PVC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC

EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC

EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX ELEC EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE EX TELE

EX TELE

EX SD 24
MON
S
S
S
S
S
S EX WL 4 STEEL

EX WL 4 STEEL

ELOISE AVE

CLF CLF CLF CLF CLF

EXISTING CHAIN LINK FENCE,

PROTECT IN PLACE,

REPLACE ANY FENCING THAT NEEDS

TO BE REMOVED FOR CONSTRUCTION

INSTALL TEMPORARY CHECK DAM,
(TYP.)

INSTALL TEMPORARY CONSTRUCTION

LIMIT FENCE,
(TYP.)

INSTALL TEMPORARY DRAINAGE INLET PROTECTION,
CALTRANS STANDARD PLAN T62, TYPE 3A
(TYP.) TAHOE KEYS BLVD
COUNCIL ROCK DR. 3RD ST.
4 D-13
3 D-13
2 D-9

INSTALL TEMPORARY SILT FENCE,
(TYP.)
6 D-13

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_BMP.dwg, Tab: BMP-4 Plot Stamp: 2/13/2023 4:04:53 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com BMP SHEET 4 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA BMP-4
41 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET

BMP QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY*
TEMPORARY CHECK DAM EA ±12
TEMPORARY DRAINAGE INLET PROTECTION EA 0
TEMPORARY CONSTRUCTION LIMIT FENCE (CLF) LF ±205
TEMPORARY SILT FENCE LF ±370
TEMPORARY CONSTRUCTION ENTRANCE SF 0
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
40 80
HORIZONTAL SCALE: 1" = 40'
0 LEGEND

TEMPORARY SILT FENCE

TEMPORARY CONSTRUCTION LIMIT FENCE

TEMPORARY FIBER ROLL

TEMPORARY CHECK DAM

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY STAGING AND STORAGE AREA

TEMPORARY CONSTRUCTION ENTRANCE

WATERS OF THE UNITED STATES

WETLANDS AREA

RIPARIAN AREA
MATCHLINE, SEE SHEET BMP-3
NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

2. THE STAGING AREA AS SHOWN ON THE BMP SHEETS INDICATES THE MAXIMUM USABLE SPACE THAT IS AVAILABLE TO THE CONTRACTOR.

4. PLACEMENT OF ADDITIONAL FENCING MAY BE NECESSARY FOR THE WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES.

9. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED BY AN AMENDED SWPPP, DIRECTED BY THE ENGINEER OR DIRECTED BY THE PROJECT QSP.

10. CHECK DAMS SHALL BE INSTALLED AT A SEPARATION DISTANCE SO THAT THE TOP OF THE DOWNSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM CHECK DAM.

CLF
4/11/22
06/30/23
204
X
X X X
X X
X X
X
X X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X X X
X
X
X
X
023-211-044
CTC
023-211-043

BRUNALD
023-211-004
CSLT
023-211-005
CEFALU
023-211-010
CTC
023-211-03
SMITH
023-211-047

CONVERSE PHILLIPS PROP CA LLC
023-211-021

JOHN CEFALU LTD PTNSP
023-211-022

DVR LODGING INC A CA CORP
023-211-019

HABASH SAMIR TR
023-211-048

MCKEEN MICHAEL S TR

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 6 EX SS 6
(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W)

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SD 24

EX SD 22X35

S EX GAS EX GAS
S
S
12"
16"
12"
12"
17"
19"
13"
12"
15"
15"
10" 11"
27"
22"
22"
14" 14"
14"
11"
30"
13"
15"
24"
20"
21"
17"
15"
26"
15"
14"
14"
16"
19"
19"
12"
20"
18"
21"
17"
18"
14"
16"
15"
12"
14"
15"
12"
12"14"
15"
16"
16"
19"
11"
8"
11"
10"
14" 10"
6"
6"
6"
18"p
9"
9"
10"
8"
7"
8"
9"
6"
10"
7"
14"
6"
10"
9"
13"

JAMES AVE

ELOISE AVE

CALTRANS INFILTRATION GALLERY
6245
6245
6244
6244
6246
6247
6250
6246 6246
6246
6246 6247
6247
6248
6248
6249
6251
6252
6245
6246 6247 6248
6250
6247
6248 6249
(SD M20) 0+00 (SD M20) 1+00 (SD M20) 2+00
(SD L20) 1+60
(SD L20) 0+00
(SD L20) 1+00
6245.07
6244.01
6245
6245
6246
6246
6245
6245
6246
6246
6246
6247 6248
6250
6249
6251
6252
6253
6254
6246
6247
6248 6245 6246 6247 6248
6245
6244
6245
6244
6243
6243
6243
6244
(SD L21) 1+00
(SD L21) 2+00
(SD L21) 3+00 (VS1) 7+47
(VS1) 1+00 (VS1) 2+00 (VS1) 3+00
(VS1) 4+00
(VS1) 5+00 (VS1) 6+00
(VS1) 7+00

CONSTRUCT MEANDERING

LOW FLOW VEGETATED SWALE
±460 LF

TIE INTO

EXISTING CHANNEL

MAINTAIN EX CHANNEL FOR HIGH

FLOW EVENTS

EXTENDED RIPRAP APRON FOR

CULVERT INLET/OUTLET CONTROL
± 200 SF
SEE NOTE 1.

EX. CMP SD PIPE

REMOVE AND REPLACE
W/ 22"x36" CLASS IV RCPA

AC PAVEMENT REMOVAL/PATCH LIMITS
(SHADING TYP.)

SEE DEMO QUANTITY TABLE

SAWCUT LINE
(TYP.)

INSTALL FLARED END SECTION

CONSTRUCT OVERFLOW WEIR
CREST: 6246.5'
±276 SF

CONSTRUCT ROCK LINED SWALE
± 15 LF

CONSTRUCT ROCK LINED SWALE
±20 LF

INSTALL FLARED END SECTION
INSTALL 14" x 23" CLASS IV

RCPA STORM DRAIN PIPE
100 LF±
REMOVE EX. DRAINAGE INLET
INSTALL DRAINAGE INLET TYPE 1 (DI 51)
STA: (SD L21) 1+40.26, 0.00'
INSTALL DRAINAGE INLET TYPE 4 (DI 50)
STA: (SD M20) 0+62.54, 13.09'RT.

INSTALL 24"Ø CLASS IV

RCP STORM DRAIN PIPE
110 LF±

CONSTRUCT ROADSIDE AC SWALE
±70 LF
4 D-3A
3 D-1
4 D-4
1 D-3
3 D-3
3 D-3A

CONSTRUCT ROCK

LINED SWALE
±15 LF
2 D-3
6 D-6
1 D-1
3 D-3A

INSTALL FLARED END SECTION
2 D-3A
D D
6246.47
6246.01
6245.88
6243.59

EXTENDED RIPRAP APRON FOR
CULVER INLET/OUTLET CONTROL.
± 800 SF
SEE NOTE 1.

INSTALL 18" Ø HDPE STORM DRAIN PIPE
12 LF±
INSTALL 60" ∅STORM DRAIN MANHOLE (SDMH 50)
STA: (SD M20) 0+54.31, 0.00'
1 D-2
INSTALL 24" Ø HDPE STORM DRAIN PIPE
115 LF±
INSTALL 48" ∅STORM DRAIN MANHOLE (SDMH 50a)
STA: (SD M20) 1+73.82, 0.00'
INSTALL 18" Ø HDPE STORM DRAIN PIPE
11 LF±
INSTALL DRAINAGE INLET TYPE 4 (DI 50a)
STA: (SD M20) 1+87.80, 0.00'RT.

REMOVE TREE
(TYP.)
VS-1 2+00.00 VS-1
2+50.00
VS-1
3+00.00
3+50.00 VS-1
VS-1
4+00.00
VS-1
4+50.00
VS-1 5+00.00
VS-1 5+50.00 VS-1 6+00.00
2 D-3
2 D-3
2 D-3
2 D-3
1 D-2
4 D-4
3 D-3A
3 D-1

GRAVEL CHECK DAM
(TYP.)
3 D-10
2 D-4 2
D-4

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
880 SF, 220 LF
5 D-6
3 D-1

EX FENCE,

PROTECT IN PLACE
(TYP)
17'
24'
14'

EXTENDED RIPRAP APRON FOR

CULVERT INLET/OUTLET CONTROL
± 700 SF

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
920 SF, 230 LF

ROAD SHOULDER STABILIZATION,

PERMEABLE GRAVEL PAVERS AND

CONCRETE EDGING
840 SF, 210 LF
5 D-6
5 D-6

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_NofHWY.dwg, Tab: C-19 Plot Stamp: 2/13/2023 4:06:04 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com JAMES AVE & ELOISE AVE PLAN TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-19
42 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SEE SHEET C-21
20 40
HORIZONTAL SCALE: 1" = 20'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY

AC PAVEMENT TRENCH PATCH
(REMOVAL & REPLACEMENT) SQFT 5460
REMOVE AND DISPOSE SD DI EA 1
REMOVE AND DISPOSE SD PIPE LF 60
REMOVE TREE (10" - 18") EA 9
REMOVE TREE (19" - 24") EA 2
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN.

NOTES:

1. CLEAR EXISTING VEGETATION AND RE-GRADE CULVERT

INLET/OUTLET AS SHOWN ON PLANS', OR AS DIRECTED BY
ENGINEER TO RE-ESTABLISH FLOWLINE. APPLY ROCK TREATMENT AT DISTURBED AREAS.

2. SEE SHEET C-20 FOR SWALE PROFILE AND JAMES AVE. STORM DRAIN PROFILES.

3. SEE SHEET C-22 FOR SWALE SECTIONS.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

SAW CUT AND PATCH EXISTING AC
(MIN. 3' WIDTH) TO PROVIDE CLEAN EDGE FOR

ROAD SHOULDER STABILIZATION
(TYP.)

SAW CUT AND PATCH EXISTING AC
(MIN. 3' WIDTH) TO PROVIDE CLEAN EDGE FOR

ROAD SHOULDER STABILIZATION
(TYP.)
12/16/22
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 12/16/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
205
Elevation (Ft.)
STA: 1+00.00 TO STA: 6+25.00
VS1 PROFILE
6235
6240
6245
6250
6255
6235
6240
6245
6250
6255
1+00 2+00 3+00 4+00 5+00 6+00 6+25
EG (TYP.)

CONSTRUCT MEANDERING

VEGETATED SWALE

START OF MEANDERING CHANNEL
STA:1+54.93
ELEV:6244.80
-0.6%

MEANDERING VEGETATED

SWALE FG
(TYP.) STA:6+24.98
ELEV:6242.10
STA:6+02.98
ELEV:6242.10 Elevation (Ft.)
STA: 0+00.00 TO STA: 1+85.00
SD L20 PROFILE
6240
6245
6250
6255
6260
6240
6245
6250
6255
6260
0+00 1+00 1+85
EG (TYP.)
-5.0%
STA:1+38.18
ELEV:6245.77
STA:1+48.47
ELEV:6245.26
110' of 24"Ø RCP @ s=0.0100
PROPOSED DI (DI 50)
STA: 0+62.54, 13.09'RT.

RIM: 6254.92'
SUMP: 6249.84'
INV OUT (W 18"): 6251.84'
12' of 18"Ø HDPE @ s=0.0310
PROPOSED SDMH (SDMH 50)
STA: 0+54.31, 0.00'
RIM: 6255.44'
IE (SDMH): 6247.14'
INV IN (NE 24"): 6247.24'
INV IN (E 18"): 6251.36'
INV OUT (NW 24"): 6247.14' EX. 8" SS EX. 8" WATER Elevation (Ft.) STA: 1+00.00 TO STA: 3+00.00
SD L21 PROFILE
6235
6240
6245
6250
6255
6235
6240
6245
6250
6255
1+00 2+00 3+00 PROPOSED DI (DI 51) STA: 1+40.26, 0.00' RIM: 6244.80' SUMP: 6239.09' INV OUT (W): 6242.46' 100' of 14" x 23" RCPA @ s=0.0066
12" Ø STORM DRAIN (TIE-INTO)
EG (TYP.) EX. 2" GAS EX. 8" WATER
FG (TYP.)
STA:2+39.85
ELEV:6241.80
STA:2+63.04
ELEV:6241.61
STA:2+67.21
ELEV:6242.14 Elevation (Ft.)
STA: 6+00.00 TO STA: 7+50.00
VS1 PROFILE
6235
6240
6245
6250
6255
6235
6240
6245
6250
6255
6+00 7+00 7+50
EG (TYP.)
FG (TYP.)
STA:7+20.85
ELEV:6242.07

MEET EX
STA:7+29.39
ELEV:6243.92 EX. 2" GAS EX. 8" WATERSTA:6+20.06
ELEV:6242.10
STA:6+36.60
ELEV:6242.10
STA:6+96.49
ELEV:6242.07

3.0:1

MEET EX
STA:6+95.57
ELEV:6245.52 EX. 8" SS
HGL @ 10-YR,
24-HR STORM
60' of 22" x 36" RCPA @ s=0.0000 Elevation (Ft.)
STA: 0+00.00 TO STA: 2+00.00
SD M20 PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
0+00 1+00 2+00
EG (TYP.)
PROPOSED SDMH (SDMH 50)
STA: 0+54.31, 0.00'
RIM: 6255.44'
IE (SDMH): 6247.14'
INV IN (NE 24"): 6247.24'
INV IN (E 18"): 6251.36'
INV OUT (NW 24"): 6247.14'
115' of 24"Ø HDPE @ s=0.0050
PROPOSED SDMH (SDMH 50a)
STA: 1+73.82, 0.00'
RIM: 6255.71'
IE (SDMH): 6247.84'
INV IN (SE 18"): 6251.96'
INV OUT (SW 24"): 6247.84'
11' of 18"Ø HDPE @ s=0.0050
PROPOSED DI (DI 50a)
STA: 1+87.80, 0.00'RT.

RIM: 6255.53'
SUMP: 6250.03'
INV OUT (NW 18"): 6252.03' EX. 2" GAS

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_NofHWY.dwg, Tab: C-20 Plot Stamp: 2/13/2023 4:07:14 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com JAMES AVE & ELOISE AVE PROFILES TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-20
43 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

CONTRACTOR SHALL POTHOLE ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.

NOTE:

1. SEE SHEET C-19 FOR PLAN VIEW
12/16/22
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
2 12/16/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
206
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X
X X X
X
X
X

X X X X X X
023-211-004
CSLT
023-211-005
CEFALU
023-682-013
CSLT 023-681-017 CSLT
023-682-028
CHANEY
023-682-015
HYTRY
023-682-014
MEHRINGER EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL

EX SS 6 EX SS 6 EX SS 6

EX SS 6

EX SS 6
(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX TELE EX TELE EX TELE EX TELE

EX TELE

EX SD 24

EX SD 18

EX SD 22X35

EX SD 8
S

EX WL 4 STEEL

EX WL 4 STEEL
20"
18" 12"
10" 17"
16"
14"
10"
9"
8"
10"
15"
14" 7" 11"
11"
12"
12"
14"
11"
12"
18"
14"
15"
11"
16"
10" 10"
10"
14"
8"
8"
10" 12" 10"
10" 16"
6"
6"
10"
16"
12"
11"
18" 12"
8" 16"
21"
7"
17"
16"
20" 13" 13"
15"
15"
11" 11" 8"
14"
13" 10"
16"
16"14"
11"
11"
10"
12"
11" 9"
9"
12" 8"
18" 9"
8" 12"
18" 16"
16"
10"14"
10" 14"
14"
8" 8"
6" 6"
13" 8"6"
13" 6"
10"
28"
10"
17"
15"
8" 14"
9"
17"
18"
11" 14" 13"
10"
9"
14" 8" 8"
15"
12"
14"
11"
11"
9"
9" 6"
8"
9"
8"
9"10"
12"
11"
36"
8"
14"
10"
17"
18"
11"
16"
9"7"
6" 8"
6"
7"7"12" 6" 12"
6" 10" 8"
8" 8" 8"
12"
7" 12" 10"
8"8"
8" 6" 6" 13"
7"10"
15"
11"
9"
9"
9"
10"
8"
7"
8"
9"
6"
10"
7"
14"
6"
10"
9"
12"
10"
10"
9"
8"
7"9"
7" 9"
8" 7" 7"
10"10"
10"
10"
10" LINDA AVE

COUNCIL ROCK DR
REMOVE EX 22"X36" SD CMP
40 LF ±
REMOVE EX (2) 18" SD CMP
80 LF ±
REMOVE EX 18" SD CMP
40 LF ±
(SD C26) 0+00
(SD C25) 1+00
(SD C25) 0+00
(SD C24) 1+00
(SD C24) 0+00
(SD C23) 0+95
(SD C23) 0+00
INSTALL 18" CLASS IV

RCP STORM DRAIN PIPE
40 LF±
INSTALL 22" x 36" CLASS IV

RCPA STORM DRAIN PIPE
40 LF±
INSTALL 18" x 28" CLASS IV

RCPA STORM DRAIN PIPE
40 LF±

AC PAVEMENT REMOVAL/PATCH LIMITS
(SHADING TYP.)

SEE DEMO QUANTITY TABLE

SAWCUT LINE
(TYP.)
6244
6243
6242 6242 6243
6242
6242
6243
6245 6241
6242
6243
6244
6242
6243
6243
6244
6244
6242
6242
6243
6244
6241
6241
6242
6242
6242
6242
6242
6243
6244
6242
6242
6243
6242
6242
6243
6245
6244
6243
INSTALL 14" x 23" CLASS IV

RCPA STORM DRAIN PIPE
100 LF±
2 D-3A
(TYP.)

INSTALL FLARED END SECTION

AND ROCK DISSIPATER
SEE NOTE 1
(TYP.)

REMOVE TREE
(TYP.)
2 D-3A
3 D-6
2 D-3A
3 D-3A

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_NofHWY.dwg, Tab: C-21 Plot Stamp: 2/13/2023 4:07:48 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com COUNCIL ROCK DRIVE PLAN TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-21
44 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SEE SHEET C-19 SEE SHEET C-23
20 40
HORIZONTAL SCALE: 1" = 20'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY

AC PAVEMENT TRENCH PATCH
(REMOVAL & REPLACEMENT) SQFT 1170
REMOVE AND DISPOSE SD CMP LF 160
REMOVE TREE (10" - 18") EA 2
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL UTILITY SERVICES AND MAINS ARE
SHOWN.

NOTES:

1. CLEAR EXISTING VEGETATION AND RE-GRADE CULVERT
INLET/OUTLET UP TO 10', OR AS DIRECTED BY ENGINEER TO
RE-ESTABLISH FLOWLINE. APPLY ROCK TREATMENT AT DISTURBED AREAS.

2. SEE SHEET C-22 FOR CULVERT PROFILE VIEWS
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
5/13/22
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
207
Elevation (Ft.)
STA: 0+00.00 TO STA: 0+95.00
SD C23 PROFILE
6235
6240
6245
6250
6255
6235
6240
6245
6250
6255
0+00 0+95 Elevation (Ft.)
STA: 0+00.00 TO STA: 1+00.00
SD C24 PROFILE
6235
6240
6245
6250
6255
6235
6240
6245
6250
6255
0+00 1+00 Elevation (Ft.)
STA: 0+00.00 TO STA: 1+00.00
SD C25 PROFILE
6235
6240
6245
6250
6255
6235
6240
6245
6250
6255
0+00 1+00

EG EG EG
40' of 18" x 28" RCPA @ 0.0012 40' of 22" x 36" RCPA @ 0.0002 40' of 18"Ø RCP @ s=0.0096
STA:0+21.18
ELEV:6240.80
STA:0+61.75
ELEV:6240.75
STA:0+29.80
ELEV:6240.16
STA:0+72.73
ELEV:6240.15
STA:0+29.39
ELEV:6241.30
STA:0+71.24
EX. 8" SEWER ELEV:6240.90
EX. 8" SEWER
18" DEPTH ROCK RIPRAP, EXTENTS

TO BE DETERMINED BY ENGINEER

BASED ON AREA OF DISTURBANCE
(TYP)
EX. 4" WATER EX. 4" WATER
EX. 4" WATER
2+00.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10
2+50.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10
3+00.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10 20
3+50.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10 20
4+00.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10
EG
EG
EG EG

FG FG FG FG
EG
FG
3:1(TYP.)
FL
OFF = 0.00
ELEV = 6244.54
FL
OFF = -0.03
ELEV = 6244.25
FL
OFF = 0.00
ELEV = 6243.96
FL
OFF = -0.03
ELEV = 6243.67
FL
OFF = -0.02
ELEV = 6243.38
-3:1(TYP.)
4+50.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10
5+00.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10
5+50.00
6235
6240
6245
6250
6235
6240
6245
6250
-10 0 10
6+00.00
6235
6240
6245
6250
6235
6240
6245
6250
-20 -10 0 10 20
EG
FG
EG
EG
EG
FG
FG
FG
FL
OFF = 0.00
ELEV = 6243.08
FL
OFF = -0.06
ELEV = 6242.79
FL
OFF = 0.00
ELEV = 6242.50
FL
OFF = 0.00
ELEV = 6242.21
3:1 (TYP.)
-3:1 (TYP.)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_NofHWY.dwg, Tab: C-22 Plot Stamp: 2/13/2023 4:09:19 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com COUNCIL ROCK DRIVE PROFILE TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-22
45 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'

COUNCIL ROCK DRIVE CULVERT PROFILES
SEE SHEET C-21 FOR PLAN VIEWS
SEE DETAIL 2/D-3A FOR CULVERT SECTION

MEANDERING VEGETATED SWALE SECTIONS
SEE SHEET C-19 FOR PLAN VIEW
NOTE: ALL FG SIDE SLOPES SHOWN ARE 3:1, TYP.

MEANDERING VEGETATED SWALE SECTIONS
SEE SHEET C-19 FOR PLAN VIEW
NOTE: ALL FG SIDE SLOPES SHOWN ARE 3:1, TYP.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
5/13/22
06/30/23
1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT
208

EX GAS 2 STL

EX GAS 2 STL (W) (W) (W) (W) D
95°
265°
INSTALL 60" SDMH 50a

WITH CLOSED LID

INSTALL DRAINAGE INLET
TYPE 4 DI 50a X EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL (W) (W) (W) (W) (W) EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 S D 180°
99°
INSTALL 60" SDMH 50

WITH CLOSED LID

INSTALL DRAINAGE INLET
TYPE 4 DI 50
58°

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_MANHOLE ALIGNMENTS.dwg, Tab: C-24 Plot Stamp: 2/13/2023 4:10:26 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com MANHOLE ALIGNMENTS SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-24
46 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
SDMH 50a, SEE SHEET C-19 0 5 10SDMH 50, SEE SHEET C-19
06/30/23 1 5/13/22 EX. UTILITY UPDATES, AND SD REVISIONS IT 2 12/16/22 EX. UTILITY UPDATES, AND SD REVISIONS IT 209

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

PROPOSED GRADING LIMITS,

SEE CIVIL SHEETS FOR ADDITIONAL INFO,
(TYP.)

REVEGETATION ZONE A,

SEE TABLE THIS SHEET
(TYP.)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_VEG.dwg, Tab: REVEGETATION SHEET 3 Plot Stamp: 2/13/2023 4:10:49 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com REVEGETATION SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA REVEG-3
47 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
20 40
HORIZONTAL SCALE: 1" = 20' 0
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

ELOISE AVE

JAMES AVE

REVEGETATION QUANTITIES

KEY ZONE ITEM DESCRIPTION UNIT QUANTITY
REVEGETATION ZONE A SF 11,210
TREATMENT TYPE 1 (TT1) - ORGANIC MATTER AND TOPSOIL SALVAGE AND REPLACEMENT TREATMENT TYPE 2 (TT2) - SOD SALVAGE AND REPLACEMENT
TREATMENT TYPE 5-2 (TT5-2) - SEEDING MIX 2
TREATMENT TYPE 8 (TT8) - COIR 40/400 NETTING INSTALLATION VEGETATED SWALE 1 (VS1) - JAMES/ELOISE VEGETATED SWALE
NOTE: REFER TO SPECIAL PROVISIONS FOR TREATMENT TYPE INFORMATION 06/30/23
210
NOTES:

1. VEGETATED SWALE WIDTH VARIES. SEE CIVIL SHEETS FOR ADDITIONAL INFORMATION.

2. SEE SHEET REVEG-3 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

EG
NTS 2
D-1
F ST. DRAINAGE "V" DITCH
NTS 1
D-1

SALVAGE SOD AND REPLANT TO FINISH GRADE,

PRIORITIZING COHESIVE SOD MATERIAL AT
THE CHANNEL INLET. APPLY SPECIFIED SEED

MIX, AND INSTALL COIR NETTING OVER BARE

AREAS AND NON-COHESIVE SALVAGED SOD
SECTIONS AS DIRECTED. 3' 6' 3' TAMP SOIL OVER MAT/BLANKET 12" 1-1/2"
4'
12"
6"

ISOMETRIC VIEW

TYPICAL SLOPE SOIL STABILIZATION
NOTES:

1. SLOPE STABILIZATION MATERIAL SHALL BE GEOCOIR/DeKowe 700 BIO-DEGRADABLE COIR AND JUTE MATTING OR EQUAL.

2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/ BLANKETS SHALL HAVE GOOD SOIL CONTACT.

3. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS.

4. LAY BLANKETS LOOSELY AND STAKE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.

5. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.

STAKES
BERM 12"
MIN. 4" OVERLAP
WOODEN STAKE (TYP.)
NTS 4
D-1

EROSION CONTROL BLANKET,

SLOPE STABILIZATION
EX. AC PAVEMENT
EX. EP LINE
AC SHOULDER 5' WIDE @ 20% (5:1)
CLASS 2 RIPRAP SLOPE @ 3:1 TO CATCH EXISTING
RUNOFF. 1' OVERLAP WITH AC SHOULDER. FULL
WIDTH VARIES, SEE PLAN SHEET FOR WIDTHS.

EX. AC PAVEMENT TO BE REMOVED (3')

STANDARD AC ROAD STRUCTURAL SECTION,
4" AC OVER 8" AGGREGATE BASE.

SEE SPECIAL PROVISIONS UNDISTURBED NATIVE SOIL FL
NOTES:

1. SEE GRADING SHEETS FOR GRADING INFORMATION OF ROCK
LINED SWALE AREAS. INFORMATION SHOWN IN DETAIL IS
REPRESENTATIVE ONLY. 1 3
PLACE 12" DEPTH ROCK COBBLE,
6" MINUS
EX. NATIVE SOIL
NTS
ROCK LINED SWALE 3
D-1
18"
36" FINISH GRADE
(TYP.)
6" MIN.

VEGETATED SWALE 1
4' MIN. 3

BOTTOM WIDTH
EX. NATIVE SOIL
MEET EX.
5'

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-1 Plot Stamp: 2/13/2023 4:10:55 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 1 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-1
48 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
211
A.C. 4" MIN
BASE 8" MIN
SET 1
4" BELOW
GRADE
1' MIN
1' MIN
SLOPE

OUTSIDE OF PAVED AREA

PAVED AREAS

CLASS A

CONCRETE
TYP

GRADE RINGS SHALL
NOT EXCEED 18" IN
HEIGHT (TYP.) GRADE RINGS SHALL NOT
EXCEED 18" IN HEIGHT (TYP.)
FINISHED ELEVATION OF RIM SHALL BE 2" ABOVE

EXISTING GROUND AS DIRECTED BY THE ENGINEER

FRAME SHALL BE SECURED TO RISER OR
TOP OF STRUCTURE WITH MORTAR CEMENT.

MANHOLE FRAME AND COVER

SEE DETAIL

MANHOLE FRAME AND

COVER SEE DETAIL
NTS
3 D-2

MANHOLE FRAME AND COVER FINISHES
S D

HALF PLAN OF MANHOLE FRAME & COVER
SD OR D = STORM DRAIN

SECTION ON CL THROUGH FRAME

SECTION ON CL THROUGH COVER

PICKHOLE

LOWER FACE

OF COVER

UPPER FACE

OR COVER
2'-4 1/2"
1'-1 1/8" 1'-1 1/8" 1 1/8"
6 3/4"
3 5/8"
1 3/8"
5/8"
2'-10"
1'-0" 1'-0"
7/8"

MACHINE SURFACE
LETTER "S" AND "D" OR "D"

AT CENTER OF COVER
2"
5/16"
5/8"
1 1/8"
2 5/8"

MACHINE SURFACE
1'-1" 1'-1"
1 3/8" 9 5/8" 1 1/2"
1/2" 1/2"
NTS
2 D-2
STORMDRAIN MANHOLE 24" FRAME AND COVER
1 D-2
48", 60", AND 72" DIAMETER STORM DRAIN MANHOLE
NTS

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-2 Plot Stamp: 2/13/2023 4:11:00 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 2 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-2
49 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
212

GRATE AND FRAME, PLAN VIEW

PIPE IN PAVEMENT
OD + 2'
12"
(TYP)

PIPE ZONE BACKFILL, COMPACT TO
95% RELATIVE COMPACTION, SEE

SPECIAL PROVISIONS

AGGREGATE BASE, COMPACT TO
95% RELATIVE COMPACTION, SEE

SPECIAL PROVISIONS
MOUND AC 1/4" FROM EDGE OF GRIND TO ℄ OF
PIPE, 4" MIN COMPACTED AC OVER TRENCH.

SEE NOTE 17 FOR FULL ROADWAY REHAB

T-PATCH
(TYP.)
UNDISTURBED NATIVE EARTH.

PIPE MATERIAL AND IE PER PLAN
NOTES:

1. MINIMUM COVER* FROM CROWN OF PIPE TO FINISH GRADE SHALL BE AS FOLLOWS:

CULVERTS 18 INCHES
STORM DRAINS 18 INCHES FOR RCP --- 24 INCHES FOR HDPE
*UNLESS OTHERWISE APPROVED. FOR ADDITIONAL INFORMATION SEE CSLT STANDARD DRAWING SD64.

2. GRIND PAVEMENT A MINIMUM OF 2 FOOT BEYOND EACH SIDE OF THE LONGITUDINAL OR TRANSVERSE EXCAVATION AFTER TRENCH BACKFILL AND FIRST LIFT OF HOT MIX AC.

3. REPLACE PAVEMENT TO EDGE OF PAVEMENT (EP) IF THE EXCAVATION IS WITHIN 3 FEET OF THE EP.

4. IN WET OR ROCKY MATERIAL THE DEPTH OF THE TRENCH BEDDING SHALL BE INCREASED TO THE LARGER OF EITHER 6 IN. OR 1/4 DIA OF PIPE.

5. THE MINIMUM DISTANCE BETWEEN THE SIDE OF THE TRENCH AND THE SIDE OF THE PIPE SHALL BE 1/2 OD OR 12", WHICHEVER IS GREATER.

6. PIPES INSTALLED WITHIN FILL SHALL BE 95% RELATIVE COMPACTION UP TO A MINIMUM OF 12 INCHES ABOVE THE TOP OF PIPE.

7. IN AREAS WITH MINIMUM COVER, BACKFILL ABOVE BEDDING SHALL BE CLASS 2 AGGREGATE BASE UNLESS BACKFILLING WITH CEMENT SLURRY.

8. IN AREAS OF NATURAL VEGETATION OR LANDSCAPING, REMOVE TOP 12 INCHES OF MATERIAL, STOCKPILE & REPLACE ON TRENCH IN A MOUND. BACKFILL COMPACTED TO 95% RELATIVE COMPACTION.

9. ALL LANDSCAPING CONDUITS WITHIN THE ROADWAY PRISM AND/OR TRAFFIC AREAS MUST HAVE MINIMUM OF 30 INCHES COVER.

10. AC PATCH SHALL BE HOTMIX ASPHALT A MINIMUM COMPACTED THICKNESS OF 4 INCHES AND PLACED IN A MINIMUM OF 2 LIFTS.

11. COLD MIX ASPHALT MAY BE PLACED TEMPORARILY, BUT MUST BE COMPLETELY REMOVED BEFORE PLACING THE PERMANENT HOT MIX ASPHALT.

12. PLACE AGGREGATE BASE (AB) AT THE TOP OF THE EXCAVATION WHERE THE EXCAVATION IS WITHIN 2' OF EP OR IF AB PRESENTLY EXISTS ABOVE THE EXCAVATION. IF THE EXCAVATION IS AT THE BOTTOM OF A ROADSIDE DITCH, BEYOND A ROADSIDE DITCH, OR BEHIND A CURB, THE REQUIREMENT FOR AB CAN BE WAIVED.

13. BACKFILL TO BE STRUCTURAL BACKFILL. AS SHOWN IN THIS DETAIL AND AS DESCRIBED IN SPECIAL PROVISIONS. 14. EXCESSIVE TRANSVERSE CUTS MAY REQUIRE A GRIND AND REPAVE OF ENTIRE TRAVEL LANE BETWEEN CUTS.

15. MINIMUM PATCH WIDTH SHALL BE 3' WIDE.

16. PATCH WORK SHALL NOT RESULT IN "RIBBON" STRIPS OF PAVEMENT (LESS THAN 3 FEET WIDE). EXISTING PAVEMENT WIDTHS LESS THAN 3 FEET WIDE SHALL BE REMOVED AND PAVED WITH THE PATCH WORK.

17. TRENCH PATCH PAVING AND/OR FULL ROADWAY PAVING REHABILITATION, WHERE APPLICABLE, SHALL BE INSTALLED AS SHOWN ON THE PLANS. SEE ROAD REHABILITATION PLAN SHEETS (RR-0 TO RR-9) AND THE PROJECT SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 1'
PIPE BEDDING, COMPACT TO 95%

RELATIVE COMPACTION, SEE

VARIES BY PIPE SIZE SPECIAL PROVISIONS

SEE SPECIAL PROVISIONS
AND NOTE 4.
8"
OD + 2' PIPE BEDDING.

SEE SPECIAL PROVISIONS.
4" MOUNDED TOPSOIL MIX. COMPACT TO
95% RELATIVE COMPACTION

EXISTING GROUND
12"
(TYP)

STRUCTURAL BACKFILL, SEE SPECIAL
PROVISIONS AND NOTE 8. COMPACT TO
95% RELATIVE COMPACTION

PIPE MATERIAL

AND IE PER PLAN
1'

VARIES BY PIPE

MATERIAL AND SIZE

SEE SPECIAL PROVISIONS
AND NOTE 4.

PIPE ZONE BACKFILL. SEE SPECIAL
PROVISIONS. COMPACT TO 95%

RELATIVE COMPACTION
UNDISTURBED NATIVE EARTH. COMPACT
TO 95% RELATIVE COMPACTION

PIPE OUT OF PAVEMENT
TOPSOIL 4" THICK,
COMPACT TO 95%
RELATIVE COMPACTION.

SEE SPECIAL PROVISIONS.

NTS
2 D-3

PIPE TRENCH
NTS
1 D-3
DRAINAGE INLET TYPES 1 & 2 W/ SEDIMENT TRAP

PRECAST CONCRETE

RING BASE,
(TYP.)
15" MIN. CLASS I

TYPE B PERMEABLE

MATERIAL

SEDIMENT TRAP SUMP,

DEPTH PER PLAN
6" MIN.,
(TYP.)

PRECAST CONCRETE BASE,

SEE SPECIAL PROVISIONS

MINOR CONCRETE,

POUR AFTER BASE AND

CMP PLACEMENT

CONCRETE BASE
60" 40" 28"
10"
6"
5 D-8

PIPE IN PAVEMENT

WITH MIN COVER
4" MIN COMPACTED AC OR MATCH EXISTING
(WHICHEVER IS GREATER) OVER SLURRY
BACKFILL. SEE NOTE 17 FOR FULL ROADWAY
REHAB

EX AC (TYP)
OD + 1' MIN

SLURRY SEAL

UNDISTURBED
NATIVE

PIPE MATERIAL AND IE PER PLAN

BACKFILL W/ SLURRY CEMENT

T-PATCH
(TYP.)
5 D-8
12" THICK

CONCRETE COLLAR
(TYP.)
ROAD CONDITION - 4" THICK MIN.

AC, SLOPE TO DRAINAGE INLET.

SEE DETAIL 6/D-8.

SEE PLANS AND SPECIAL

PROVISIONS SIDE INLET OPENING('S)

NATIVE EARTH OR STRUCTURAL
BACKFILL COMPACTED TO 95% RC

DEPTH OF SUMP
(VARIABLE) 2'

MIN PIPE,

SIZE PER PLAN

CMP PIPE SIZE PER
PLAN, 36" DIA. TYP.

CUT OPENING FOR

CULVERT TO FIT FIELD

CONDITIONS

PAVE APRON AROUND DRAINAGE
INLET TO FIT FIELD CONDITIONS.
3" MIN THICKNESS

BICYCLE SAFE

DRAINAGE INLET
GRATE

FRAME FOR DRAINAGE

INLET GRATE
FINISH
GRADE
PROVIDE 18" MIN
COVER IN ROADWAY.

SLURRY CEMENT BACKFILL IF
COVER IS < 18"
9"
9"
6"
1 1
2" X 1 12" X 14" STIFFENERS BOTH SIDES
1 4
" CHECKERED

PLATE COVER

HEX HEAD BOLTS,
WASHERS, & NUTS (3),

SEE DETAIL 'A'
WELD 3 - 4" X 4" X 1
4" WITH 3/8" PIN HINGES TO
COVER

HINGED COVER, PLAN VIEW

STRUCTURE BOTTOM
NOTES:

1. STRUCTURE BOTTOM IS TYPICAL OF ALL THREE STRUCTURES.

SEDIMENT TRAP W/

HINGED COVER
TOP
DRAINAGE INLET TYPE 2
TOP
DRAINAGE INLET TYPE 1
TOP

DRAINAGE INLET
GRATE
4"
2"
HINGED
COVER
FINISH
GRADE
FINISH
GRADE
PIPE,

SIZE PER PLAN

NATIVE EARTH OR STRUCTURAL
BACKFILL COMPACTED TO 95% RC

WITHIN ROAD PRISM
2" - 3"
EMBANKMENT CONDITION - 18" THICK
MIN. RIP RAP SLOPE PROTECTION TO
DRAINAGE INLET.

SEE PLANS AND SPECIAL PROVISIONS

PERFORATED PIPE IN PAVEMENT
OD + 2'
12"

MIN AROUND PIPE

ON ALL SIDES
AASHTO CLASS 1 PERFORATION PATTERN,

PIPE SIZE AND MATERIAL PER PLAN

SEE SPECIAL PROVISIONS

AGGREGATE BASE, COMPACT TO
95% RELATIVE COMPACTION, SEE

SPECIAL PROVISIONS

T-PATCH,
(TYP.)
6" MIN
8"
5 D-8

NATIVE BACKFILL

UNDISTURBED NATIVE EARTH
CLASS 1, TYPE B PERMEABLE MATERIAL

SEE SPECIAL PROVISIONS
MOUND AC 1/4" FROM EDGE OF GRIND TO ℄ OF
PIPE, 4" MIN COMPACTED AC OVER TRENCH.

SEE NOTE 17 FOR FULL ROADWAY REHAB
3"
2"
4" MAX
4" MAX

South Lake Tahoe City CouncilMay 2, 2023

South Lake Tahoe City Council
May 2, 2023