Agenda packet — Sand City City Council, November 15, 2022 (part 1 of 2)

REGULAR MEETING

JOINT SAND CITY COUNCIL AND

SUCCESSOR AGENCY OF THE

REDEVELOPMENT AGENCY
TUESDAY, NOVEMBER 15, 2022
5:30 PM
1 AGENDA

JOINT SAND CITY COUNCIL AND SUCCESSOR AGENCY OF THE REDEVELOPMENT AGENCY
Regular Meeting - Tuesday, November 15, 2022
5:30 PM

THIS MEETING WILL BE HELD VIRTUALLY AND IN PERSON, IS COMPLIANT WITH ASSEMBLY BILL (“AB”) 361, SIGNED INTO LAW ON SEPTEMBER 16, 2021, WHICH AMENDS GOVERNMENT CODE SECTION 54953 TO PROVIDE AUTHORITY FOR PUBLIC

AGENCIES TO HOLD VIRTUAL MEETINGS DURING A PROCLAIMED STATE OF EMERGENCY AND REMAIN IN COMPLIANCE WITH THE BROWN ACT (GOV. CODE §§ 54950 ET SEQ.).

TO PARTICIPATE IN THE ZOOM COUNCIL MEETING LIVE:
https://us02web.zoom.us/j/4614728829
Meeting ID: 461 472 8829
To participate telephonically by calling the number below:
(669) 900-6833
Meeting ID: 461 472 8829#
If prompted to enter a participant ID, press #
TO PARTICIPATE IN PERSON:

City Hall Council Chambers
1 Pendergrass Way
Sand City, CA
How to submit written Public Comments:

If any member of the public would like to provide written comments at the meeting, please do as set forth below.

Written: All comments received before 8:00 am the day of the meeting will be posted on the City’s website as “Correspondence” under the relevant agenda item and provided to the City Council members at the meeting. Please email your comments to: [email protected].

Read Aloud During the Meeting: Email your comments to [email protected]. When the Mayor opens the public comment period for the relevant agenda item; please indicate the agenda item and title in your email subject line. If you want your comment read aloud, prominently write “Read Aloud at Meeting” at the top of the email and your comments will be read into the record (not to exceed three minutes at staff’s cadence).

DURING EACH MEETING, members of the public may participate by calling and speaking live during the designated time(s), subject to time limits that may be imposed pursuant to the Brown Act at the number provided above. Please use the "raise your hand" option on Zoom, and the City Clerk will call on your name.
2 1. ROLL CALL

2. PLEDGE OF ALLEGIANCE

3. INVOCATION

4. ANNOUNCEMENT BY MAYOR, CITY ATTORNEY, AND CITY MANAGER

5. COMMUNICATIONS
Members of the public may address the City Council/Successor Agency on matters not appearing on the City Council/Successor Agency Agenda at this time for up to three minutes. In order that the City Clerk may later identify the speaker in the minutes of the meeting, it is helpful if speakers state their names. Public comments regarding items on the scheduled agenda will be heard at the time the item is being considered by the City Council/Successor Agency.

The City Council Chambers podium is equipped with a portable microphone for anyone unable to come to the podium. If you need assistance, please advise the City Clerk as to which item you would like to comment on and the microphone will be brought to you.

6. CONSENT CALENDAR
The Consent Agenda consists of routine items for which City Council approval can be taken with a single motion and vote. A Council member may request that any item be placed on the Regular Agenda for separate consideration.
6A. Approval of November 1, 2022 Regular Council Meeting Minutes

11.01.22 Regular Council Meeting MInutes.pdf
6B. Approval of City RESOLUTION of the Sand City Joint Powers Financing Authority Confirming its Officers
Staff Report.Confirmation of Joint Powers Financing Authority (JPFA) Officers.pdf Resolution. JPFA Confirming its Officers.pdf
6C. Acceptance of the City/Successor Agency Monthly Financial Report, September 2022
September 2022 City.Successor Agency Monthly Financial Report.pdf 6D. Approval of City RESOLUTION Authorizing the Extension of Remote Teleconference Meetings of the City Council and Boards, Commissions, and Committees for the Period of November 16, 2022 through December 15, 2022 Resolution. Authorizing the Extension of Remote Teleconference Meeting of the CIty Council and Boards, Commissions, and Committees.pdf 6E. Consideration and Approval of City RESOLUTION Recognizing the Transfer of Property and Associated Water Allocation of 3.689 acre-feet from Monterey Fish Company to Tringali Realty Company in accordance with Sand City Resolution 00-60
Staff.Report Recognition.Acknowledgement of Property and Water Reservation Transfer.pdf
Resolution. Recognizing the Transfer of Property and Associated Water Allocation of 3.689 acre-feet from Monterey Fish Company to Tringali Realty.pdf 3 7. CONSIDERATION OF ITEMS PULLED FROM CONSENT CALENDAR

8. PRESENTATION
8A. Presentation by Sand City Chief of Police Brian Ferrante on Camera Options Available to Enhance Public Safety

9. PUBLIC HEARING
9A. Consideration and Approval of City RESOLUTION Authorizing the Adoption of the PLHA Plan for the Permanent Local Housing Allocation (PLHA) Funding Program for the Submission of an Application to Receive PLHA Program Funds Staff Report. Adoption of Sand CIty PLHA Plan and Authorizing Application for the Management of PLHA Funding.pdf
Resolution. Authorizing Adoption of the PLHA Plan for the Permanent Local Housing Allocation (PLHA) Program and for the Submission of an Application to received PLHA Program Funds.pdf

10. NEW BUSINESS
10A. Approval of City RESOLUTION Granting the City Manager Authorization to Execute a Water Assignment Agreement and Assign up to 16.044 acre-feet of Water from the Sand City Water Entitlement to DBO Development No. 30 for a Hotel fronting Morgan's Way (APNs 011-601-003, 004, 005, 006) Staff Report. Water Allocation for South of Tioga Hotel and Hotel Landscaping.pdf Resolution. Granting the City Manager Authorization to Execute a Water Assignment Agreement.pdf
10B. Consideration and Approval of City RESOLUTION Authorizing the Award of a Contract for the Calabrese Park Project to Granite Rock; Authorizing the City Manager to Execute the Contract and Approving Contingencies for Construction Change Orders and Construction Management and Inspection {This item continued from the November 1, 2022 Council meeting}
Staff Report. Award of Contract for Calabrese Park Impovement Project to Granite Rock.pdf
Exhibit A. Plans & Specs.pdf
Exhibit B. Resolution Authorizing Award of a Contract for Calabrese Park.pdf 10C. Consideration and Approval of Successor Agency RESOLUTION Authorizing the Successor Agency Director to Execute the Professional Services Agreement with RSG, Inc.

Staff Report.Contract for Sucessor Agency Consulting Services with RSG, Inc..pdf Resolution. Authorizing the Successor Agency Executive Director to Execute the Professional Services Agreement with RSG, Inc..pdf
10D. Consideration and Approval of City RESOLUTION Authorizing the Award of a Contract for the West Bay Street Coastal Access Repair Project in Sand City, 4 California to Monterey Peninsula Engineering, Inc.

Staff Report. Award of a Construction Contract for the West Bay Coastal Access Repair Project.pdf
Exhibit A. West Bay Bid Plans.pdf
Exhibit B. Resolution. West Bay St. Repair-Constr. Award.pdf 10E. Consideration and Approval of City RESOLUTION Approving a Purchase and Sale Agreement by and between the City of Sand City and John T. Calcagno and Teresa L. Calcagno Revocable Trust for the Purchase of Property located in the County of Monterey, City of Sand City (APN: 011-133-009-000) {This item continued from the November 1, 2022 Council meeting}
Staff Report. Approval of Purchase and Sale Agreement with John T. Calcagno and Teresa L. Calcagno.pdf
Attachment 1.LocationParcel map.pdf
Attachment 2.Resolution Approving a Sale and Purchase Agreement.pdf Exhibit A.Purchase Sale Agreement.pdf
10F. Comments by Council Members on Items of Interest to Sand City 10G. Upcoming Meetings/Events

11. ADJOURNMENT
The current agenda is available in PDF format on our website at:
www.sandcity.org
If you have a request for a disability-related modification or accommodation, including auxiliary aids or services, which will allow you to participate in a Sand City public meeting, please call the City Clerk at (831) 394-3054 extension 220, or give your written request to the City Clerk at 1 Pendergrass Way, Sand City, CA 93955 at least 48 hours prior to the scheduled meeting to allow the City Clerk time to arrange for the requested modification or accommodation.
5 AGENDA ITEM
6A.

Approval of November 1, 2022 Regular
Council Meeting Minutes
6 __________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 11.01.22 Regular Meeting
_

MINUTES

JOINT SAND CITY COUNCIL AND SUCCESSOR

AGENCY OF THE REDEVELOPMENT AGENCY
Regular Meeting - Tuesday, November 1, 2022
5:30 PM
As allowed per Assembly Bill (AB361), this meeting was conducted in person and by teleconference
Mayor Carbone called the meeting to order at 5:30 p.m.

AGENDA ITEM 1, ROLL CALL

Present: Mayor Mary Ann Carbone
Council Member Blackwelder
Councilmember Cruz
Councilmember Hawthorne (excused absence)
Councilmember Sofer
Staff: Vibeke Norgaard, City Manager
Connie Horca, City Clerk
Adam Lindgren, Interim City Attorney (virtual attendance) Chuck Pooler, City Planner (virtual attendance)
Police Chief, Brian Ferrante
AGENDA ITEM 2, PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Chief Ferrante.

AGENDA ITEM 3, INVOCATION
The invocation was led by Reverend Robert Hellam.

AGENDA ITEM 4, ANNOUNCEMENT BY MAYOR, CITY ATTORNEY, AND CITY MANAGER Mayor Carbone announced that her Mayor’s report for the month of October was distributed via email.

City Manager Norgaard announced her distribution of the City Managers report, and commended City Planner Pooler on confirming an additional $65,000 in funds that can be allocated towards the Housing Element update, and reported on discovering the availability Permanent Local Housing Funds for affordable housing that EMC will assist the City in obtaining.

There was no report from Interim City Attorney Lindgren. 7 __________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 11.01.22 Regular Meeting
_
AGENDA ITEM 5, COMMUNICATIONS
5:36 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications
5:36 P.M. Floor closed to Public Comment.

AGENDA ITEM 6, CONSENT CALENDAR
6A. There was no discussion of the October 18, 2022 SPECIAL Meeting Minutes, and REGULAR Meeting Minutes.
6B. There was no discussion of the City/Successor Agency Monthly Financial Report for August 2022.
6C. There was no discussion of the City Resolution Authorizing the Extension of Remote Teleconference Meetings of the City Council and Boards, Commissions, and Committees for the Period of November 2, 2022 through December 1, 2022 pursuant to AB 361 and Ralph M. Brown Act Provisions.
5:37 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications
5:37 P.M. Floor closed to Public Comment.

Motion to approve the Consent Calendar was made by Council Member Blackwelder, seconded by Council Member Sofer. Roll call Vote AYES: Council Members Blackwelder, Carbone, Cruz, Sofer. NOES: None. ABSENT: Council Member Hawthorne. ABSTAIN:

None. Motion carried.

AGENDA ITEM 7, CONSIDERATION OF ITEMS PULLED FROM CONSENT CALENDAR There were no items pulled from the Consent Calendar.

AGENDA ITEM 8, PUBLIC HEARING
8A. Approval of SECOND READING: City ORDINANCE Amending Title 15 of the Sand City Municipal Code to Adopt the 2022 California Building Code and Appendices H and J; the 2022 California Historical Building Code; the 2022 California Existing Building Code; the 2022 California Residential Code; the 2022 California Plumbing Code; the 2022 California Electrical Code; the 2022 Mechanical Code; the 2022 California Green Building Standards Code; the 2022 California Energy Code; the 2022 California Fire Code; and the 2021 International Property Maintenance Code
8 __________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 11.01.22 Regular Meeting
_
Building Official John Kuehl reported that the Council held a good discussion on the First Reading of the Ordinance at the October 18, 2022 Council meeting, and recommends approval of the Second Reading.
5:39 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications.
5:39 P.M. Floor closed to Public Comment.

Motion to waive full reading of the City Ordinance Amending Title 15 of the Sand City Municipal Code to Adopt the 2022 California Building Code and Appendices H and J; the 2022 California Historical Building Code; the 2022 California Existing Building Code; the 2022 California Residential Code; the 2022 California Plumbing Code; the 2022 California Electrical Code; the 2022 Mechanical Code; the 2022 California Green Building Standards Code; the 2022 California Energy Code; the 2022 California Fire Code; and the 2021 International Property Maintenance Code was made by Council Member Sofer , seconded by Council Member Cruz. Roll call Vote AYES: Council Members Blackwelder, Carbone, Cruz, Sofer. NOES: None.

ABSENT: Council Member Hawthorne. ABSTAIN: None. Motion carried.

Motion to adopt by title only of the City Ordinance Amending Title 15 of the Sand City Municipal Code to Adopt the 2022 California Building Code and Appendices H and J; the 2022 California Historical Building Code; the 2022 California Existing Building Code; the 2022 California Residential Code; the 2022 California Plumbing Code; the 2022 California Electrical Code; the 2022 Mechanical Code; the 2022 California Green Building Standards Code; the 2022 California Energy Code; the 2022 California Fire Code; and the 2021 International Property Maintenance Code was made by Council Member Sofer , seconded by Council Member Cruz. Roll call Vote AYES: Council Members Blackwelder, Carbone, Cruz, Sofer. NOES: None.

ABSENT: Council Member Hawthorne. ABSTAIN: None. Motion carried AGENDA ITEM 9, NEW BUSINESS
9A. Consideration and Approval of City RESOLUTION Approving a Pedestrian and Bicycle Wayfinding Program Regional Funding Agreement between the Transportation Agency for Monterey County and the City of Sand City City Engineer Leon Gomez presented the Bicycle Wayfinding Agreement and reported that the goal of the program is to improve access to regional destinations, provide consistent wayfinding signs for regional connections, and to promote sign features that jurisdictions will be encouraged to incorporate into their own signs in order to improve wayfinding within their own city boundaries. He presented a map of the City and locations where the signage would be displayed as well as depictions of the various sign designs. He noted that the fiscal impact would involve that TAMC will provide for the solicitation and award one or more contracts for the manufacture and installation of Wayfinding signage and the City will be responsible for all costs associated with the issuance of permits and the maintenance and repair of Wayfinding signage within its jurisdiction, once the signs have been installed. Staff 9 __________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 11.01.22 Regular Meeting
_
recommends approval of the attached resolution.
5:51 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications.
5:51 P.M. Floor closed to Public Comment.

Motion to approve the City Resolution approving a Pedestrian and Bicycle Wayfinding Program Regional Funding Agreement between the Transportation Agency for Monterey County and the City of Sand City was made by Council Member Blackwelder, seconded by Council Member Sofer. Roll call Vote AYES:

Council Members Blackwelder, Carbone, Cruz, Sofer. NOES: None. ABSENT:

Council Member Hawthorne. ABSTAIN: None. Motion carried. {Mayor Carbone announced that she and Council Member Cruz are in conflict with agenda items 9B and 9C, and that due to a lack of a quorum, the items will be continued to the next meeting}
9B. Consideration and Approval of City RESOLUTION Authorizing the Award of a Contract for the Calabrese Park Project to Granite Rock; Authorizing the City Manager to Execute the Contract and Approving Contingencies for Construction Change Orders and Construction Management and Inspection This item continued to the November 15, 2022 Council Meeting. 9C. Consideration and Approval of City RESOLUTION Approving a Purchase and Sale Agreement by and between the City of Sand City and John T. Calcagno and Teresa L. Calcagno Revocable Trust for the Purchase of Property located in the County of Monterey, City of Sand City (APN: 011-133-009-000) This item continued to the November 15, 2022 Council Meeting. 9D. Comments by Council Members on Items of Interest to Sand City Council Member Sofer commented on her attendance at the Bigoli pasta company event, the Job Corp’s Graduation where kids get paid to eradicate plants, make deliveries to people in remote areas, and assist during a disaster.

Council Member Cruz also reported that she attended the Bigoli event, was able to speak with the owner, and enjoyed the company.

Mayor Carbone reported that she attended the Bike Criterium after party and that it was well attended.
9E. Upcoming Meetings/Events
City Manager Norgaard announced the 831 Night Market on Friday, November 4, 2022.
10 __________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 11.01.22 Regular Meeting
_
Council Member Sofer reported that she plans to attend the Pueblo Del Mar upcoming event.

Mayor Carbone mentioned the swearing in Ceremony of Police Sargent Charlton.

City Clerk Horca reminded the Council that the Cornhole League will resume on Thursday, October 10, 2022.

AGENDA ITEM 10, ADJOURNMENT
There was consensus of the Council to adjourn the meeting at 6:00 p.m. to the next regularly scheduled Council meeting on Tuesday, November 15, 2022 at 5:30 p.m. _________________________
Connie Horca, City Clerk
11 AGENDA ITEM
6B.

Approval of City RESOLUTION of the Sand
City Joint Powers Financing Authority
Confirming its Officers
12 City of Sand City
Staff Memo
TO: City Council
FROM: Connie Horca, City Clerk
DATE: November 4, 2022 (for the November 15, 2022 Council meeting) SUBJECT: Confirmation of Joint Powers Financing Authority (JPFA) Officers ______________________________________________________________________ Background:

In accordance with Government Code Section 53051, the State of California requires that the governing body of each public agency file with the Secretary of State on a form prescribed by the Secretary of State a Statement of Facts Roster of Public Agencies Filing of its governing body. The ‘Bylaws” of the JPFA require that an annual meeting of the Directors of the Joint Powers Financing Authority must be held at the second regular meeting of the City Council of Sand City during the month of November each year confirming its officers. This is merely an annual update to the Statement of Facts.

CEQA:

This action does not constitute a "project" as defined by the California Environmental Quality Act (CEQA) guidelines section 15378.

Fiscal Impact:

There is no fiscal impact associated with the adoption of the resolution.

Recommendation:

Approve the attached Resolution of the Sand City Joint Powers Financing Authority Confirming its Officers.

Attachments:
1) Resolution of the Sand City JPFA Confirming its Officers 2) State of California Statement of Facts Roster of Public Agencies Filing 13 ATTACHMENT 1

SAND CITY JOINT POWERS FINANCING AUTHORITY
RESOLUTION NO. JPFA____, 2022

RESOLUTION OF THE SAND CITY JOINT POWERS FINANCING AUTHORITY

CONFIRMING ITS OFFICERS
WHEREAS, the Bylaws (“Bylaws”) of the Sand City Joint Powers Financing Authority (the “Authority”) require the Directors of the Authority to hold an annual meeting at the time of the second regular meeting of the City Council of Sand City during the month of November each year; and
NOW, THEREFORE, the Directors of the Authority do hereby resolve as follows:

1. The present members of the City Council of Sand City and staff are hereby confirmed as Directors of the Authority pursuant to Section 1.2 of the Bylaws of the Authority, as shown on the attached Statement of Facts:

Mary Ann Carbone, Chair
Jerry Blackwelder, Vice Chair
Kim Cruz, Board member
Gregory Hawthorne, Board member
Elizabeth Sofer, Board member
Connie Horca, Secretary
PASSED AND ADOPTED, by the City Council of the City of Sand City, this 15th, day of November, 2022 by the following votes:

AYES: JPFA Members
NOES: None
ABSENT: None
ABSTAIN: Non
APPROVED:
________________________________
Mary Ann Carbone, JPFA Chair
ATTEST:
_____________________________
Connie Horca, JPFA Secretary
14 Attachment 2
15 AGENDA ITEM
6C.

Acceptance of the City/Successor Agency
Monthly Financial Report, September
2022
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61

AGENDA ITEM
6D.

Approval of City RESOLUTION Authorizing
the Extension of Remote Teleconference
Meetings of the City Council and Boards,
Commissions, and Committees for the
Period of November 16, 2022 through
December 15, 2022
62 CITY OF SAND CITY
RESOLUTION SC ____, 2022

RESOLUTION OF THE CITY COUNCIL OF SAND CITY

AUTHORIZING THE EXTENSION OF REMOTE TELECONFERENCE MEETINGS OF

THE CITY COUNCIL AND BOARDS, COMMISSIONS, AND COMMITTEES FOR THE PERIOD OF NOVEMBER 16, 2022 THROUGH DECEMBER 15, 2022 PURSUANT TO AB 361 AND RALPH M. BROWN ACT PROVISIONS
WHEREAS, the City of Sand City (“the City”) is committed to preserving and nurturing public access and participation in meetings of the City Council and boards, commissions, and committees (collectively, “legislative bodies”); and WHEREAS, all meetings of the City’s legislative bodies are open and public, as required by Government Code sections 54950-54963 (the “Ralph M. Brown Act”) so that any member of the public may attend public meetings, watch the City’s legislative bodies conduct their public business, and participate by directly addressing the legislative bodies; and
WHEREAS, pursuant to Governor Newsom’s signing of Assembly Bill 361 (“AB 361”) on September 16, 2021, Government Code section 54953(e) provides for remote teleconferencing participation in meetings by members of a legislative body, without compliance with the requirements of Government Code section 54953(b)(3), subject to the existence of certain conditions; and
WHEREAS, AB 361 applies to meetings during a proclaimed state of emergency and when state or local officials have imposed or recommended measures to promote social distancing; and
WHEREAS, a state of emergency exists in California as a result of the threat of COVID19 as proclaimed by Governor Newsom on March 4, 2020, and the state of emergency has not been terminated pursuant to Government Code section 8629; and WHEREAS, the California Department of Public Health (“CDPH”) and the federal Centers for Disease Control and Prevention (“CDC”) caution that the Delta variant of COVID-19, currently the dominant strain of COVID-19 in the country, is more transmissible than prior variants of the virus, may cause more severe illness, and that even fully vaccinated individuals can spread the virus to others resulting in rapid and alarming rates of COVID-19 cases and hospitalizations; and WHEREAS, other variants of COVID-19 exist, and it is unknown at this time whether other variants may result in a new surge in COVID-19 cases; and WHEREAS, due to the severity of the current pandemic situation in the County of Monterey, the Monterey County Health Department issued, on September 22, 2021, a 63 Sand City Resolution SC _____, 2022
recommendation to local legislative bodies recommending physical and social distancing strategies, including the use of remotely attended public meetings; and WHEREAS, the City Council has an important governmental interest in protecting the health, safety and welfare of those who participate in meetings of the City’s legislative bodies subject to the Brown Act; and
WHEREAS, the City Council does hereby confirm the circumstances of the state of emergency and finds that meeting in person for meetings of the legislative bodies of the City would present imminent risks to the health or safety of attendees, and therefore that the legislative bodies of the City may conduct their meetings without compliance with paragraph (3) of subdivision (b) of Government Code section 54953, as authorized by subdivision (e) of section 54953, and that such legislative bodies shall comply with the requirements to provide the public with access to the meetings as prescribed in paragraph (2) of subdivision (e) of Section 54953; and
WHEREAS, in order to ensure that the public has full access to observe and participate in the public meetings of its legislative bodies, the City provides free internet-based public meeting attendance options, allowing members of the public to address the City’s legislative bodies directly in real time; and
WHEREAS, the City determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA)(CCR, Title 14, Chapter 3 (CEQA Guidelines), Article 20, Section 15378).

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Sand City as follows:

SECTION 1. The recitals set forth above are true and correct and are adopted by the City Council as findings in support of this Resolution.

SECTION 2. The City Manager, City Attorney, staff, and legislative bodies of the City are hereby authorized and directed to take all actions necessary to carry out the intent and purpose of this Resolution, including conducting open and public meetings in accordance with Government Code section 54953(e) and other applicable provisions of the Brown Act.

SECTION 3. This Resolution shall take effect immediately upon its adoption and shall be effective until the earlier of (i) December 15, 2022, or (ii) such time as the City Council adopts a subsequent resolution in accordance with Government Code section 54953(e)(3) to extend the time during which the legislative bodies of the City of Sand City may continue to teleconference without compliance with paragraph (3) of subdivision (b) of section 54953.

PASSED AND ADOPTED by the City Council of Sand City on this 15th, day of November, 2022, by the following vote:
64 Sand City Resolution SC _____, 2022
AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
___________________________
ATTEST: Mary Ann Carbone, Mayor
__________________________
Connie Horca, City Clerk
65 AGENDA ITEM
6E.

Consideration and Approval of City
RESOLUTION Recognizing the Transfer of
Property and Associated Water Allocation
of 3.689 acre-feet from Monterey Fish
Company to Tringali Realty Company in
accordance with Sand City Resolution 00-
60 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
81 82
83 84
85 86
87 88
89 90
91 92

AGENDA ITEM
8A.

Presentation by Sand City Chief of Police
Brian Ferrante on Camera Options
Available to Enhance Public Safety
93 AGENDA ITEM
9A.

Consideration and Approval of City
RESOLUTION Authorizing the Adoption of
the PLHA Plan for the Permanent Local
Housing Allocation (PLHA) Funding
Program for the Submission of an
Application to Receive PLHA Program
Funds
94 95
96 97
98 99
100

AGENDA ITEM
10A.

Approval of City RESOLUTION Granting the
City Manager Authorization to Execute a
Water Assignment Agreement and Assign
up to 16.044 acre-feet of Water from the
Sand City Water Entitlement to DBO
Development No. 30 for a Hotel fronting
Morgan's Way (APNs 011-601-003, 004,
005, 006)
101
102
103
104
105
106
107
108
109
110
111
112
113
114

AGENDA ITEM
10B.

Consideration and Approval of City
RESOLUTION Authorizing the Award of a
Contract for the Calabrese Park Project to
Granite Rock; Authorizing the City
Manager to Execute the Contract and
Approving Contingencies for Construction
Change Orders and Construction
Management and Inspection {This item
continued from the November 1, 2022
Council meeting}
115
City of Sand City
Memorandum
TO: Mayor and City Council
FROM: Vibeke Norgaard, City Manager;
Leon Gomez, City Engineer;
John Kuehl, Project Manager/Building Inspector
DATE: October 25, 2022 (For meeting November 1, 2022)
SUBJECT: Award of contract for Calabrese Park Improvement Project to Granite Rock
______________________________________________________________________ Background:

The City of Sand City (“City”) was awarded $177,952 in grant funds from the Proposition 68 California Drought, Water, Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018 Per Capita Program (“Per Capita Grant”) to support the rehabilitation and improvement of Calabrese Park. The grant program is administered by the State of California Natural Resources Agency Department of Parks and Recreation Office of Grants and Local Services (the “State”) and funds local park rehabilitation. In August of 2020, the City entered into a grant contract with the State to receive these funds with the performance period ending on June 30, 2024.

In addition to the Per Capita Grant, the City was awarded $90,000 in Community Development Block Grant (CDBG) funding to support the ADA parking and street improvements adjacent to Calabrese Park and the City Engineer worked with the California Transportation Commission to obtain approval for the City to utilize its share of SB 1 Road Maintenance and Rehabilitation Account funding which is $31,207 through June 30, 2022.

In 2021, the City expanded the original park project to include the rehabilitation of Pendergrass Way and the parking lots in and around City Hall, as well as new curb, gutter, and sidewalk along the west side of Pendergrass Way and ADA compliant curb returns at the two intersections with California Avenue and new signing and striping.

Also in 2020, the City Council approved a City Capital Improvement Project (CIP) which identified the Project as a priority for the City (SC Res. No 20-13, 2020). On January 18, 2022, BFS Landscape Architects and the City Engineer presented the Project design 116
(park, street and parking lot improvements) to Council and obtained its approval to move ahead with the Project.

On August 2, 2022, the City publicly bid the larger scope project and received four bids which were opened on August 23, 2022. However, the lowest bid was $358,618 higher than the engineer’s estimate for the larger scope project and well above the City’s FY 22-23 projected budget surplus. City staff therefore recommended to Council that it reject all the bids for the combined project and reduce the scope of the project to limit it to the improvements of Calabrese park, the adjacent ADA parking and limited curb, gutter, and sidewalk improvements. Council rejected all bids and requested this rescoping and re-bidding at its September 20, 2022 City Council meeting. The project was re-scoped and rebid on September 28, 2022 with a bid opening on October 18, 2022. The final Project plans and specifications are attached to this staff report as Exhibit A.

The reduced scope Calabrese Project was advertised for public bidding and posted in the Monterey Herald and on the City’s website on September 28, 2022. On October 6, 2022, a pre-bid conference was held during which time interested bidders were provided the opportunity to walk the site, ask questions, and review the bid documents, and on October 14, 2022, the City issued an addendum in response to bidder’s questions. On October 18, 2022 a bid opening was held at City Hall and a total of four sealed bids were received for the Project as summarized below:

Bidder Total Bid Amount:

Granite Rock $726,265.00
Tyman Construction Inc. $740,705.00
Don Chapin Company $771,369.00
MPE $844,250.00
If the contract is awarded, City staff would work to obtain the required bonds, proof of insurance, and other support documents from the lowest responsible bidder in order to execute the contract for the work. Prior to starting construction, a pre-construction meeting will be scheduled.

FISCAL IMPACT:

As set forth above, the total grant funding awarded to apply to the Project is $299,159.

While the lowest bid is for an amount not to exceed $726,265.00, the total Project construction estimate is as follows:

Construction contract (total base bid): $726,265.00
Construction contingency, 15%: $108,939.00
117
Construction Management and inspection, 15% $ 108,939.00 Total Project estimate to completion: $944,143.00_
Expenses to date:

In addition, it should be noted that the following expenditures have already been incurred by the City for the Project over the past several years:

BFS Landscape Architects; sign works; tree service, 4LEAF: $ 36,710 City Engineer & City Surveyor (dating back to February, 2018): $129,799 Moore Twining Associates, Inc. (Geotechnical) $ 7,344
Total expenditure on Project as of 10/25/22: $173,853
When completed, the total cost to the City for the Project as a whole is expected to not exceed $ 818,837 (The $944,143.00 remaining projected expense plus the $173,853 already spent minus the $299,159 grant funding obtained).

If the City were to award this contract, given the expected costs set forth above, this action would require that the budget be amended and money transferred to the 5010-12 (Calabrese ADA and Per Capita Parks) budget line for FY 22-23.

CEQA:

The Project was evaluated by the City and determined to be categorical exempt based on guideline sections 15301(c)-Existing Facilities, 15302-Replacement/Reconstruction, and 15304(b)-replacement of existing landscaping. The City originally filed a Notice of Exemption (NOE) for the Calabrese Park portion of the Project with the Monterey County Recorder’s office.

RECOMMENDATION:

It is recommended that the City Council adopt the attached resolution. The resolution will accomplish the following:

1. Award the Contract to the lowest bidder and authorize the City Manager to execute a contract with Granite Rock in an amount not to exceed $726,265.

2. Approve additional funds up to $108,939 (15% of the contract amount) as a contingency for construction change orders, if necessary, and subject to the approval of the City Manager.

3. Approve additional funds up to $108,939 (15%) for construction management and inspection, subject to the approval of the City Manager. 118
ATTACHMENTS:

Exhibit A: Final Project Plans and Specifications
Exhibit B: Resolution
119

SAND DUNES DRIVE
STATE ROUTE 1

REDWOOD AVE CONTRA COSTA AVE BAY AVE

PARK AVE

CALIFORNIA AVE

OCEAN VIEW AVE

ORTIZ AVE

SCOTT ST

FELL ST
C-07

PENDERGRASSWAY
C-09 C-10,C-11
C-08
(WEST)

PENDERGRASSWAY(EAST) PENDERGRASS WAY AND CITY HALL CITY OF SAND CITY, MONTEREY COUNTY, CALIFORNIA CALABRESE PARK, STATE ROUTE 1 CITY OF SEASIDE CITY OF MONTEREY PROJECT LOCATION CITY LIMIT SEPTEMBER 2022
CITY LIMIT CITY OF SAND CITY 1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET LOCATION MAP NOT TO SCALE MONTEREY BAY KEY MAP SCALE: 1"=100' PROJECT TEAM OWNER CIVIL ENGINEER LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER SURVEYOR CITY OF SAND CITY 1 PENDERGRASS WAY SAND CITY, CA 93955 VIBEKE NORGAARD, CITY MANAGER TEL. 831-394-3054 HARRIS & ASSOCIATES 450 LINCOLN AVE, SUITE 103 SALINAS, CA 93901 LEON GOMEZ, P.E., CITY ENGINEER TEL. 831-789-8670 BFS LANDSCAPE ARCHITECTS 425 PACIFIC STREET, SUITE 201 MONTEREY, CA 93940 LARRY FOSTER, PRINCIPAL TEL. 831-646-1383 MOORE TWINING ASSOCIATES, INC. 2527 FRESNO STREET FRESNO, CA 93721 SCOTT KRAUTER, ASSISTANT DIVISION MANAGER TEL. 800-268-7021 POLARIS LAND SURVEYING P.O. BOX 1378 CARMEL VALLEY, CA 93924 LYNN A. KOVACH, PLS, CITY SURVEYOR TEL. 831-659-9564 BASE BID-CIVIL PLANS SHEET INDEX SHEET NO. DRAWING NO.TITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 CONSTRUCTION DETAILS C-04 C-05 C-06 C-07 UPPER PARK GRADING AND SITE PLAN C-08 PAVEMENT REHABILITATION PLAN PROJECT DESCRIPTION PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND CONSTRUCTION OF NEW PARK PLAY STRUCTURES AND FEATURES, WALKWAYS, STEPS, CONCRETE RETAINING WALLS, KEYSTONE RETAINING WALL, FENCING, ACCESSIBLE PARKING SPACE, CONCRETE CURB, GUTTER, SIDEWALK, AND CURB RAMP AT CALABRESE PARK, DRIVEWAYS, AND CROSS CUTTERS, SIGNAGE AND STRIPING, ASPHALT PAVEMENT WIDENING AND REHABILITATION INCLUDING HOT MIX ASPHALT, MICROSURFACING, AND MINOR DRAINAGE IMPROVEMENTS. LEGEND DESCRIPTION EXISTING PROPOSED BID SET 1 2
34 56
7 813
COVER SHEET C-01 CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WITHIN AREAS OF NEW ASPHALT CONCRETE AND AGGREGATE BASE STRUCTURAL SECTIONS PRIOR TO THE START OF WORK. POTHOLING OF EXISTING UTILITIES NOT REQUIRED IN AREAS OF ASPHALT CONCRETE OVERLAY OR CRACK FILLING AND SLURRY SEAL TREATMENT. CONSTRUCTION DETAILS D IMPROVEMENT PROJECT PROPERTY LINE RIGHT OF WAY CENTER LINE CURB AND GUTTER WATER MAIN SANITARY SEWER LINE GAS LINE COMMUNICATIONS LINE OVERHEAD LINE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE FENCE WALL WATER VALVE FIRE HYDRANT WATER RISER WATER METER AREA LIGHT ELECTRICAL BOX UTILITY POLE COMMUNICATION BOXES SIGN TREES PARKING "T" TIRE STOP MONUMENT SEWER CLEANOUT STORM DRAIN INLET HOSE BIB ELECTRICAL VAULT SAWCUT LINE LIMIT OF WORK E SIGNING AND STRIPING PLAN CONSTRUCTION DETAILS BASIS OF BEARINGS BEARINGS ARE BASED ON THE MERIDIAN OF THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 4, NAD83. THEY ARE DERIVED FROM OBSERVATIONS USING LEICA REAL TIME KINEMATIC NETWORK, SMARTNET, AS THE BASE STATION. DEMOLITION PLAN C-13

CONTRA COSTA ST

CALIFORNIA AVE ORTIZ AVE

TIOGA AVE
SAND DUNES DR LEON D. GOMEZ, P.E. CITY ENGINEER RCE C69767 DATE APPROVED FOR PUBLIC IMPROVEMENTS LANDSCAPING PLANS SHEET INDEX SHEET NO. DRAWING NO.TITLE L-0.0 COVER SHEET L-1.0 DEMOLITION PLAN L-2.0 CONSTRUCTION PLAN L-2.1 L-3.0 L-5.0 141516171819 LAYOUT PLAN GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS L-5.1 L-5.2 2021 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 9 / 27 / 22 PARK AVE BID ALTERNATE #1 SHEET NO. DRAWING NO.TITLE RAMP CONSTRUCTION PLAN 11 C-11 1210 PAVEMENT REHABILITATION PLAN C-12 C-10 PAVEMENT REHABILITATION PLAN BID ALTERNATE #2 SHEET NO. DRAWING NO.TITLE 9 C-09 PAVEMENT REHABILITATION PLAN
6 C-06 DEMOLITION PLAN6 C-06 DEMOLITION PLAN
7 C-07 UPPER PARK GRADING AND SITE PLAN 10 C-10 PAVEMENT REHABILITATION PLAN 13 C-13 SIGNING AND STRIPING PLAN 13 C-13 SIGNING AND STRIPING PLAN EXHIBIT A 120
1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET
GENERAL NOTES GENERAL NOTES 1. THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND THE ADEQUACY OF THE DESIGN CONTAINED HEREIN. THESE PLANS INDICATE EXISTING FEATURES INCLUDING, BUT NOT LIMITED TO, TREES, UTILITIES, AND STRUCTURES THAT MAY BE AFFECTED BY THE CONSTRUCTION OR PLACEMENT OF THE ENGINEERED IMPROVEMENTS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY NOTIFYING THE ENGINEER IF THERE ARE ANY EXISTING FEATURES, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS, WHICH COULD IN ANY WAY BE IN POTENTIAL CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. ALL WORK WITHIN THE VICINITY OF A POTENTIAL CONFLICT SHALL CEASE UNTIL A SUITABLE AND APPROPRIATE SOLUTION IS DETERMINED BY THE ENGINEER AND APPROVED BY THE PUBLIC WORKS DEPARTMENT. 2. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ALL JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL PROVIDE THE APPROPRIATE BARRICADES AROUND THE AREA OF WORK TO PROTECT THE GENERAL PUBLIC AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES. 4. THE CITY ENGINEER, BUILDING OFFICIAL, AND/OR OTHER DESIGNATED REPRESENTATIVES, SHALL HAVE THE RIGHT TO ENTER THE JOB SITE AT ANY TIME DURING CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. 5. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES UNLESS NOTED OTHERWISE. ALL EXISTING ELEVATIONS SHOWN ARE AS MEASURED IN THE FIELD UNLESS NOTED OTHERWISE. 6. ANY OBSTRUCTIONS INDICATED ON THESE PLANS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH OF ALL OBSTRUCTIONS WITHIN THE AREA OF WORK WITH THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 800-227-2600 TO MARK UTILITY LOCATIONS AT LEAST TWO DAYS (48 HOURS) PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE JOB SITE AT ALL TIMES. NEITHER THE OWNER NOR THE ENGINEER ASSUMES RESPONSIBILITY THAT THE OBSTRUCTIONS INDICATED WILL BE THE OBSTRUCTIONS ENCOUNTERED. 7. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT AND WRITTEN APPROVAL OF THE CITY ENGINEER. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED ENGINEER OR SURVEYOR AT THE CONTRACTOR'S EXPENSE. 8. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL GRADES OF CONCRETE. THE ENGINEER WILL INSPECT FINAL PRODUCT AND INSTALLATION FOR CONFORMANCE TO CITY STANDARDS AND SPECIFICATIONS. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DIFFERENCES IN THE LOCATIONS OF EXISTING UTILITIES SHOWN, OR ANY CONFLICTS WITH THE DESIGN, BEFORE CONTINUING WORK IN THAT AREA. 10.THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS, RULES AND REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR MUNICIPAL, CONSTRUCTION AND INDUSTRIAL ACTIVITIES, AS APPLICABLE TO THE WORK SHOWN ON THESE PLANS, PROMULGATED BY THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD AND CENTRAL COAST REGIONAL WATER QUALITY CONTROL BOARD, AND SAND CITY MUNICIPAL CODE CHAPTER 13.05 STORMWATER MANAGEMENT. 11.ENCROACHMENT PERMITS SHALL BE REQUIRED FOR ANY WORK WITHIN EXISTING PUBLIC RIGHTS-OF-WAY AND SHALL BE OBTAINED BY THE CONTRACTOR BY CONTACTING: CITY HALL, 1 PENDERGRASS WAY, SAND CITY, CA 93955, TEL. 831-394-3054. 12.EXISTING TOPOGRAPHY IS BASED ON A SURVEY PERFORMED IN APRIL 2020 AND SUPPLEMENTED ON MAY 19, 2021. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM NAVD88. 13.THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR AT LEAST 48 HOURS IN ADVANCE OF ANY WORK THAT WILL REQUIRE INSPECTION, INCLUDING ANY WORK THAT WILL REQUIRE INSPECTION BY THE RESPECTIVE UTILITY COMPANIES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, NATURAL GAS, ELECTRICAL, TELEPHONE AND CABLE TELEVISION, FIBER OPTIC SERVICES, ETC. 14.THE CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS FROM THE APPROPRIATE AGENCIES AND SHALL COMPLY WITH THE AGENCY'S REQUIREMENTS. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THE WORK TO BE PERFORMED. 15.THE CONTRACTOR SHALL REPLACE IN-KIND ALL STRIPING, PAVEMENT MARKINGS AND RAISED MARKERS THAT ARE REMOVED AS PART OF THE CONSTRUCTION WORK. 16.ANY SURFACE THAT WILL RECEIVE TRAFFIC STRIPES AND MARKINGS SHALL BE DRY AND CLEANED OF ALL DIRT AND LOOSE MATERIAL. 17.THE CONTRACTOR SHALL REPLACE IN-KIND ANY ROADWAY STRIPING REMOVED WITHIN THE PUBLIC RIGHT OF WAY UNLESS SHOWN OTHERWISE. IMPROVEMENT PLAN NOTES 1. ALL WORK, MATERIALS AND CONSTRUCTION OF ALL IMPROVEMENTS SHALL COMPLY WITH ALL APPLICABLE STANDARDS INCLUDING: - CITY OF SAND CITY MUNICIPAL CODE - CITY OF SEASIDE ENGINEERING STANDARDS (1971, 2009, & 2012) - STANDARD SPECIFICATIONS, 2018 EDITION, BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION- STANDARD PLANS, 2018 EDITION, BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION- AMERICANS WITH DISABILITIES ACT (ADA) ACCESS COMPLIANCE REQUIREMENTS OF CALIFORNIA BUILDING CODE (TITLE 24, PART 2, CALIFORNIA CODE OF REGULATIONS) - CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (CAL-OSHA) - CALIFORNIA BUILDING CODE 2. ANY EXISTING CURB, GUTTER, SIDEWALK, DRIVEWAY, LANDSCAPING, TREES, OR OTHER FEATURES WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, IF NOT INDICATED TO BE REMOVED. SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO THE CONSTRUCTION OF CURBS, FINAL PREPARATION OF SUBGRADE, AND PLACEMENT OF BASE MATERIAL. MANHOLE FRAMES AND VALVE BOX ELEVATIONS (IF SHOWN) ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING FRAMES AND COVERS TO THE FINISHED PAVEMENT GRADE. CURBS AND GUTTERS SHALL BE COMPLETED PRIOR TO PLACEMEN T OF BASE ROCK. 4. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPING AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND TO AVOID THE CREATION OF ANY LOW SPOTS OR HAZARDOUS CONDITIONS OR ANY ABPURT OR APPARENT CHANGES IN APPEARANCE, GRADES, OR CROSS SLOPES. 5. WATER TESTING IS REQUIRED FOR ALL CURB GRADES LESS THAN 0.5 PERCENT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE COVER FOR THE PROTECTION OF ALL UTILITIES INSTALLED DURING THE CONSTRUCTION OF THE PROJECT. 7. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ANY CHANGES AND/OR VARIATIONS SHALL BE DECLARED AND PRESENTED TO THE ENGINEER IN WRITING UPON THE COMPLETION OF CONSTRUCTION IN THE FORM OF MARKED UP PLANS SHOWING ALL CHANGES AND/OR VARIATIONS. 8. ALL STATIONING AND DISTANCES INDICATED ON THESE DRAWINGS ARE BASED ON HORIZONTAL MEASUREMENTS IN FEET. 9. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD OR STREET, THE EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE AND REMOVED BACK TO AN EXISTING ADEQUATE STRUCTURAL SECTION. AN EXPLORATORY TRENCH, OR POTHOLING, MAY BE REQUIRED TO DETERMIN THE LIMITS OF PAVEMENT REMOVAL. 10.ALL AREAS OF MATCH, JOIN OR CONFORM TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IN THE CASE OF ANY FIELD DISCREPANCY. DEMOLITION NOTES 1. ALL EXISTING PAVEMENT, STRUCTURES AND FOOTINGS WITHIN THE LIMITS OF WORK NOT SHOWN TO BE RETAINED SHALL BE REMOVED AND RESULTING VOIDS SHALL BE BACKFILLED WITH ENGINEERED FILL OR CONTROLLED DENSITY FILL. 2. SAWCUTTING SHALL BE PERFORMED SO AS TO PROVIDE A STRAIGHT, NEAT EDGE. WHERE CONSTRUCTION OPERATIONS CAUSE DAMAGE BEYOND THE LIMITS OF THE SAWCUT LINE, THE DAMAGED AREA(S) SHALL ALSO BE REMOVED AND REPLACED TO A SAWCUT EDGE. 3. ASPHALT CONCRETE PAVEMENT SHALL BE SAWCUT AT THE LOCATIONS INDICATED BY THE ENGINEER AND AS SHOWN ON THE PLANS. SAWCUT SHALL BE TO A MINIMUM DEPTH OF 2 INCHES. 4. CURB AND GUTTER SHALL BE SAWCUT AT THE LOCATIONS INDICATED BY THE ENGINEER AND AS SHOWN ON THESE PLANS. SAWCUT SHALL BE TO A MINIUM DEPTH OF 6 INCHES. 5. SIDEWALK SHALL BE SAWCUT AT THE LOCATIONS INDICATED BY THE ENGINEER AND AS SHOWN ON THE PLANS. SAWCUT LINES SHALL COINCIDE WITH EXISTING SCORE MARKS OR JOINTS. SAWCUT SHALL BE TO A MINIMUM DEPTH OF 6 INCHES OR TO FULL DEPTH, WHICHEVER IS LESS. 6. ANY SLURRY ASSOCIATED WITH SAWCUT OPERATIONS SHALL BE VACUUMED AND/OR COLLECTED AND SHALL NOT BE ALLOWED TO ENTER THE CITY'S STORM DRAIN SYSTEM. GRADING NOTES 1. ALL SITE PREPARATION, ENGINEERED FILL, GRADING, EROSION CONTROL, AND CONSTRUCTION OF ASPHALT PAVEMENT STRUCTURAL SECTIONS AND/OR MAINTENANCE AND/OR PAVEMENT REHABILITATION, SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S MUNICIPAL CODE AND ENGINEERING STANDARDS, CALIFORNIA AMERICAN WATER STANDARD PLANS, LATEST EDITION (AS APPLICABLE), SEASIDE COUNTY SANITATION DISTRICT (SCSD) STANDARD PLANS, LATEST EDITION (AS APPLICABLE) AND THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL ENGINEERING INVESTIGATION REPORT ENTITLED PROPOSED PAVEMENT IMPROVEMENTS, CITY HALL AND PENDERGRASS WAY, DATED DECEMBER 20, 2021 (G46703.01), PREPARED BY MOORE TWINING ASSOCIATES, INC. THE CONTRACTOR SHALL SUBMIT ALL MATERIALS AND COMPACTING TESTING REPORTS FOR THE PROPOSED IMPROVEMENTS TO THE CITY PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF GRADING QUANTITIES AND FOR EXAMING THE OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF ANY GRADING OPERATION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLY MATERIAL FOR DEFICIENCIES TO BRING PAVEMENTS OR OTHER AREAS TO REQUIRED GRADE. CONTACT THE ENGINEER FOR ANY CLARIFICATIONS REGARDING GRADING. 3. THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES ON ALL DISTURBED AREAS AND HAUL ROUTES DURING GRADING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AN AIRBORNE DUST NUISANCE FROM THE CONSTRUCTION SITE BY WATERING AND/OR TREATING THE SITE IN SUCH A MANNER AS TO LIMIT THE EXTENT OF AIRBORNE DUST PARTICLES. 4. THE PROJECT SOILS ENGINEER WILL PROVIDE A REPORT CERTIFYING ENGINEERED FILLS, SUBGRADE AND CERTIFICATION OF COMPACTION TESTS FOR ALL STREET AND ROADWAY IMPROVEMENTS AND UTILITY TRENCH BACKFILL (SEWER, WATER, STORM, JOINT TRENCH), AS APPLICABLE TO THE WORK SHOWN ON THESE PLANS. TRAFFIC CONTROL NOTES 1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLS INCLUDING FLAG PERSONS AND SIGNS. THE CONTRACTOR SHALL PREPARE AND SUBMIT A PROJECT SPECIFIC TRAFFIC CONTROL PLAN (TCP) TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK. THE TCP SHALL BE PREPARED BY A CALIFORNIA LICENSED CIVIL ENGINEER OR TRAFFIC ENGINEER. THE CITY RESERVES THE RIGHT TO MODIFY THE APPROVED TCP IN THE FIELD. NO WORK SHALL BEGIN UNTIL ADEQUATE TEMPORARY TRAFFIC CONTROL MEASURES, SUCH AS BARRICADES, BARRIERS, FENCES, WARNING SIGNS, LIGHTS, OR OTHER SUCH TRAFFIC AND PEDESTRIAN WARNING AND CONTROL DEVICES ARE INSTALLED AS REQUIRED BY THE APPROVED TCP. 2. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND TO MAINTAIN TRAFFIC CONTROL AT ALL TIMES. 3. ACCESS TO EACH PROPERTY SHALL BE PROVIDED AT ALL TIMES. IF DURING THE COURSE OF CONSTRUCTION IT BECOMES NECESSARY TO RESTRICT ACCESS TO A GIVEN PROPERTY IN ORDER TO COMPLETE PROJECT IMPROVEMENTS, CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AFTER OBTAINING APPROVAL FROM THE CITY. 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAY FACILITIES AND GUIDANCE SIGNAGE TO DIRECT THE PUBLIC THROUGH OR AROUND ACTIVE CONSTRUCTION. 5. CONTRACTOR SHALL TAKE SPECIAL MEASURES TO CLEAN UP THE CONSTRUCTION SITE AND PROVIDE SMOOTH TRANSITION TO ALL ACTIVE CONSTRUCTION AREAS. 6. NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE PUBLIC RIGHT-OF-WAY UNLESS APPROVED IN WRITING BY THE CITY. SAFETY 1. SAFETY MEASURES: AT ALL TIMES, INCLUDING NON-WORKING HOURS, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, CONTRACTOR'S OPERATION, AND/OR MATERIALS AND EQUIPMENT STORED IN THE STAGING AREAS, INCLUDING SAFETY OF PERSONS AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THE CONDITIONS. THE ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. MANHOLE ENTRY AND/OR ENTRY TO ANY EXCAVATION GREATER THAN FOUR (4) FEET DEEP SHALL BE IN FULL COMPLIANCE WITH THE CONFINED SPACE ENTRY REQUIREMENTS OF CALIFORNIA AND FEDERAL OSHA. UTILITIES 1. THE HORIZONTAL AND VERTICAL LOCATIONS AND TYPES OF EXISTING UTILITIES SHOWN ON THE IMPROVEMENT PLANS ARE BASED ON SURVEY AND INFORMATION FURNISHED BY SERVICING AGENCIES AND ARE TO BE SUPPLEMENTED BY ACTUAL FIELD INVESTIGATIONS AND VERIFICATIONS BY CONTRACTOR. CONTRACTOR SHALL DETERMINE DEPTHS AND EXACT LOCATIONS OF EXISTING SERVICES WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR SHALL AVOID DAMAGES TO EXISTING UTILITIES ENCOUNTERED. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ANY ADDITIONAL COSTS IF INCURRED, AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY, SHALL BE BORNE BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY THE UTILITY AGENCIES AND UNDERGROUND SERVICE ALERT (USA) AT (900) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATING. 2. THE CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES. ALL EXISTING UTILITIES, IMPROVEMENTS, STREETS, STREET MARKINGS & REFLECTORS, AND SIDEWALKS THAT BECOME DAMAGED DURING CONSTRUCTION OR ANY ACTIVITY BY CONTRACTOR OR CONTRACTOR'S REPRESENTATIVE IN ASSOCIATION WITH THIS WORK SHALL BE COMPLETELY RESTORED IN ACCORDANCE WITH STANDARDS AND REQUIREMENTS OF THE FACILITIES' OWNER, TO THE SATISFACTION OF THE CITY, AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO BOTH THE OWNER AND THE CITY. 3. EXISTING SERVICES TO THE PROPERTIES MUST BE MAINTAINED BY CONTRACTOR AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE PROPERTY OWNERS OF ANY INTERRUPTION OF SERVICES PRIOR TO ANY WORK ON EXISTING UTILITY LINES. 4. THE CONTRACTOR SHALL PROVIDE ACCESS TO UTILITY COMPANIES FOR MAINTENANCE AND WORK ON THEIR UTILITIES DURING THE COURSE OF THE WORK. STREET SURFACE NOTES 1. REPLACEMENT ASPHALT CONCRETE THICKNESS SHALL MATCH EXISTING UNLESS NOTED OTHERWISE. 2. THE CONTRACTOR SHALL NOT ORDER NOR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE BEEN INSPECTED BY THE CITY AND APPROVED BY THE CITY. 3. THE EDGE OF ALL EXISTING ASPHALT PAVEMENT SHALL BE TACK COATED PRIOR TO CONSTRUCTION OF NEW ADJACENT ASPHALT PAVEMENT. 4. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED AND UNTIL ALL UNACCEPTABLE CONCRETE WORK HAS BEEN REMOVED AND REPLACED, UNLESS OTHERWISE APPROVED BY THE CITY. SURVEY MONUMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS AND STAKES WITHIN THE CONTRACTOR'S AREA OF WORK. THE CONTRACTOR SHALL NOT DISTURB OR REMOVE ANY MONUMENTS OR STAKES WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER, AND SHALL BEAR THE EXPENSE OF RESETTING ANY MONUMENTS OR STAKES WHICH MAY BE DISTURBED OR REMOVED WITH OR WITHOUT PERMISSION. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 15 WORKING DAYS NOTICE TO THE CITY ENGINEER PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS OR STAKES. THE CONTRACTOR SHALL UTILIZE THE SERVICES OF A CALIFORNIA LICENSED LAND SURVEYOR TO RESET ALL DISTURBED OR REMOVED MONUMENTS AND STAKES OR PROVIDE WITNESS MONUMENTS, PREPARE ALL REQUIRED DOCUMENTATION AND RECORDS, AND FILE THE REQUIRED DOCUMENTATION AND RECORDS WITH THE MONTEREY COUNTY SURVEYOR. C-02 ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AB AGGREGATE BASE ABAND ABANDON AC ASPHALT CONCRETE ADA AMERICANS WITH DISABILITIES ACT AGG AGGREGATE ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AVE AVENUE BC BEGINNING OF CURVE BLDG BUILDING BM BLUE MARKER BMP BEST MANAGEMENT PRACTICES BCR BEGINNING OF CURB RETURN BVC BEGIN VERTICAL CURVE BW/BOW BACK OF WALK CAMUTCDCALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CL CENTERLINE CLR CLEARANCE CMU CONCRETE MASONRY UNIT COMM COMMUNICATIONS CONST CONSTRUCT, CONSTRUCTION CONC CONCRETE CONT. CONTINUOUS CY CUBIC YARDS C&G CURB AND GUTTER DEMO DEMOLISH/ DEMOLITION DEPT DEPARTMENT DESC DESCRIPTION DI DRAINAGE INLET DIM DIMENSIONS DWG DRAWING DWY DRIVEWAY EA EACH EC END OF CURVE ECR END OF CURB RETURN EG EXISTING GRADE ELEV ELEVATION ELEC ELECTRICAL EP EDGE OF PAVEMENT ETC ETCETERA EVC END VERTICAL CURVE EXIST/EX/(E)EXISTING FH FIRE HYDRANT FG FINISHED GROUND/ FINISHED GRADE FL FLOWLINE FOC FACE OF CURB FS FINISHED SURFACE FT FEET

G GAS GB GRADE BREAK GV GAS VALVE HMA HOT MIXED ASPHALT HORIZ HORIZONTAL INV INVERT IRV IRRIGATION VALVE L LENGTH LIP LIP OF GUTTER LF LINEAR FOOT MAX MAXIMUM MIN MINIMUM MH MANHOLE MISC MISCELLANEOUS MM MILLIMETERS MON MONUMENT (N) NEW NAD NORTH AMERICAN DATUM NE NORTHEAST NO. NUMBER NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OH OVERHEAD OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PCC PORTLAND CEMENT CONCRETE/ POINT OF COMPOUND CURVE PG&E PACIFIC GAS AND ELECTRIC P/PROP PROPOSED P/L PROPERTY LINE PRC POINT OF REVERSE CURVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECT QTY QUANTITY

R RADIUS RCE REGISTERED CIVIL ENGINEER REF REFERENCE RET RETURN REHAB REHABILITATION ROW RIGHT OF WAY SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDDI STORM DRAIN DROP INLET SF SQUARE FEET SHT SHEET SPEC SPECIFICATION SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD SW SIDEWALK SWPPP STORMWATER POLLUTION PREVENTION PLAN SY SQUARE YARD TEL TELECOM TVC TOP OF VERTICAL CURVE TYP TYPICAL USA UNDERGROUND SERVICE ALERT VAR VARIES VC VERTICAL CURVE VERT VERTICAL W/ WITH WM WATER METER WSO HOSE BIB WV WATER VALVE

W WATER YD YARD
121
CONSTRUCTION DETAILS NOT TO SCALE SIDEWALK, CURB, & GUTTER 1200673003 & 04 450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET NOT TO SCALE SIDEWALK, CURB & GUTTER REPAIR NOT TO SCALE STANDARD DRIVEWAY APPROACH NOT TO SCALE VALLEY GUTTER NOT TO SCALE ADA CURB RAMP DETAILS NOT TO SCALE HMA DIKES C-03 *NOTE: DETECTABLE WARNING SURFACE SHALL BE A "COLONIAL RED" OR SIMILAR COLOR. 122
10' TRAVEL WAY 1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET
CONSTRUCTION DETAILS 22' TRAVEL WAY EX ROW EX ROW RETAINING WALL PER DETAIL 16 ON SHEET C-05 50' ROW EX C&G TO REMAIN CONFORM TO EX LIP EX SW C-04 NOT TO SCALE ACCESSIBLE ON-STREET PARKING (EAST) (WEST) 8' PARKING MATCH EX 3.5' PLANTER 5' SW VARIES 2% TO 4% 5' SW CRACK FILLING AND SLURRY SEAL TREATMENT 7' 5' 1.5% STA LINE CALABRESE PARK (SEE LANDSCAPE PLANS) *NOTE: DETECTABLE WARNING SURFACE SHALL BE STANDARD YELLOW IN COLOR. NOT TO SCALE PENDERGRASS WAY (EAST) - TYPICAL SECTION STA 1+56.58 TO 2+90.59 EX ROW EX ROW ROW VARIES (EAST) (WEST) 5' SW 42' STA LINE COMBINATION CURB, GUTTER & SIDEWALK PER DETAIL 1 ON SHEET C-03 VARIES 1.3% TO 1.6% 2% 4' ADA RAMP NOT TO SCALE PENDERGRASS WAY (WEST) - TYPICAL SECTION STA 10+62.95 TO 12+08.46 CALABRESE 10' TRAVEL WAY PARK 4' WIDE VALLEY GUTTER PER DETAIL 3 ON C-03, MAX 2% CROSS SLOPE COMBINATION CURB, GUTTER & SIDEWALK PER DETAIL 1 ON SHEET C-03 EX ROW EX ROW VARIES (EAST) (WEST) 3.5" AC / 4.5" AB SAWCUT LINE 3.5" AC / 4.5" AB 12" SUBGRADE; COMPACT TO 95% COMPACTION TYPE "F" HMA DIKE PER DETAIL 5 ON SHEET C-03 12" SUBGRADE, COMPACT TO 95% COMPACTION EX PAVEMENT EX SAND DUNE MAINTAINED BY CITY POLICE DEPT. PARKING LOT (WEST) VARIES 0' TO 4' TYPE "F" HMA DIKE PER DETAIL 5 ON SHEET C-03. NO AC DIKE AT PARKING LOT ENTRANCE, MATCH EP AS SHOWN ON PLANS. TYPE "F" HMA DIKE PER DETAIL 5 ON SHEET C-03. INSTALL NEW 4' CONC. VALLEY GUTER AT PARKING LOT ENTRANCE AS SHOWN ON PLANS(NO AC DIKE IN THIS AREA) 12' TRAVEL WAY MATCH EX NOT TO SCALE PENDERGRASS WAY (EAST) - TYPICAL SECTION STA 4+00.81 TO 4+59.14 3.5" AC / 4.5" AB 12" SUBGRADE, COMPACT TO 95% COMPACTION STA LINE POLICE DEPT. PARKING LOT (EAST) 1.5" HMA OVERLAY PER DETAIL 16 ON SHEET C-05 1.5" HMA OVERLAY PER DETAIL 16 ON SHEET C-05 NOTES: 1. SEE PAVEMENT REHABILITATION PLANS FOR LOCATIONS. 2. MAINTAIN POSITIVE DRAINAGE ACROSS PAVEMENT. 3. SLURRY SEAL SHALL MATCH EXISTING CROSS SLOPES. 13' WIDE ADA PARKING STALL CONSTRUCT 13' WIDE CONCRETE ACCESSIBLE PARKING STALL VARIES 1.2% TO 2.1% BID ALT #2 BID ALT #1 VARIES MAX 0.5% TO 1.5% VARIES 0.5% TO 1.5% 123
12" MIN 1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET
CONSTRUCTION DETAILS NOT TO SCALE REINFORCED CONCRETE STAIRWAY C-05 NOTES: 1. CONSTRUCTION OF REINFORCED CONCRETE STAIRWAY SHALL COMPLY WITH SECTION 504 STAIRWAYS OF 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FROM THE DEPARTMENT OF JUSTICE. 2. CONCRETE STAIRWAYS SHALL HAVE THE FOLLOWING DIMENSIONS: W = VARIES AND SHALL CONFORM TO EXISTING CONCRETE STAIRS T = 12 INCHES R = 7 INCHES S = VARIES. SEE PLANS ON SHEET C-07. 3. CONCRETE FINISH FOR EXPOSED SURFACES SHALL BE CLASS I, EXCEPT THAT TREADS AND LANDINGS SHALL BE TROWELLED SMOOTH AND GIVEN A FINE BROOM FINISH IN A DIRECTION PERPENDICULAR TO THE CENTERLINE OF THE STAIRWAY. THE BROOM FINISH SHALL BE BROUGHT TO THE NOSE OF THE TREADS AND LANDINGS. 4. ONE HANDRAIL SHALL BE CONSTRUCTED ON EACH SIDE OF THE STAIRWAY PER DETAILS 12 AND 13 ON SHEET C-05. NOT TO SCALE METAL HAND RAILINGS NOT TO SCALE HAND RAILING SLIP JOINTS AND CAP DETAILS NOTES: 1. CONSTRUCTION OF METAL HAND RAILINGS FOR STAIRWAYS SHALL COMPLY WITH SECTION 505 HANDRAILS OF 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FROM THE DEPARTMENT OF JUSTICE. 2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 3. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. 4. HANDRAIL GRIPPING SURFACES AND ANY ADJACENT SURFACES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 5. RAILING POSTS SHALL BE EMBEDDED AT LEAST 10 INCHES AND SHALL HAVE A NON-SHRINK GROUT 1 INCH IN THICKNESS SURROUNDING THE DIAMETER AND BOTTOM FACE OF THE EMBEDDED POST SEGMENT. 6. ENDS OF RAILINGS SHALL BE CAPPED PER DETAIL 13 ON SHEET C-05. 7. SLIP JOINTS SHALL BE ADDED AFTER EACH RAILING POST 6" AWAY FROM THE POST. TOP RAIL EXTENSION 34" MIN
38" MAX 1 1
2 " MIN 1 12 " MIN
A
A TOP RAIL EXTENSION, SEE DETAIL BELOW STAIR CURB 12" MIN POSTS: 2 1 2 " Ø STD PIPE 1 1
2 " MIN 4" MAX CLEARANCE 1 1
2 " MIN PICKETS
1 2 " Ø STD PIPE WELD ALL AROUND (TYP) POSTS: 2 1
2 " Ø STD PIPESECTION A-A 9" MIN 4 " CLEARANCE POSTS: 2 1 2 " Ø STD PIPE HANDRAILS: 2" Ø MAX STD PIPE ELEVATION VIEW NOT TO SCALE RETAINING WALL AT PENDERGRASS WAY 48 " MAX 12" 8" MIN 3" CLR. (TYP) 3' FOUR #4 CONT. AT 8" OC 3" MIN #5 @ 16" OC VERT & #4 HORIZ @ 16" OC9" MIN 8" SPLIT FACE CMU OR REINFORCED CONCRETE WALL PER CALTRANS STD PLAN B3-7B (TYPE 6B, CASE 2) WITH SACK FINISH; COLOR AND TEXTURE TO BE DETERMINED BY CITY ENGINEER. TWO #4 CONT. AT TOP 3 4" CHAMFER (CONC. WALL) OR 2" CAP (CMU WALL) ECR
BCR

STREET TO

RECEIVE

PAVEMENT
TREATMENT8' MAX WEDGE GRIND EPEP

EXISTING

STREET CONFORM (SAWCUT AT LIMITS) INTERSECTION INTERSECTION EP

SAWCUT AND CONFORM EX FINISHED GRADE
A RADIUS VARIES 8' MAX WEDGE GRIND AT PENDERGRASS WAY (WEST)/CALIFORNIA AVE EXISTING STREET LIMIT OF WORK LIMIT OF WORK STREET TO RECEIVE OVERLAY CONFORM STREET TO RECEIVE OVERLAY 8' MAX WEDGE GRINDCONFORMMID BLOCK SECTION A-A A
A

A HMA OVERLAY LIMITS

HMA OVERLAY LIMITS HMA OVERLAY SAWCUT AT LIMITS SAWCUT AT LIMITS NOT TO SCALE TYPICAL WEDGE AND CONFORM GRINDS AT LIMITS OF WORK DEPTH TO MATCH HMA OVERLAY THICKNESS 28"
MAX MATCH EX. NEW FG EX AC OR PCC TO REMAIN NOT TO SCALE HMA OVERLAY - TYPICAL SECTION EX ASPHALT TO REMAIN 1.5" - 2" HMA OVERLAY NOTES: 1. SEE PAVEMENT REHABILITATION PLANS FOR EXACT LOCATIONS. 4' MAX CONFORM GRIND AT PARKING LOTS BID ALT #2 BID ALT #1 BID ALT #2 BID ALT #2 BID ALT #2 124
IRV IRV IRV IRV WV IRV D E E E E E E E DRIVEWAY DRIVEWAY DRIVEWAY R/W R/W R/W CITY HALL POLICE DEPT. POLICE DEPT. PARKING LOT WEST POLICE DEPT. PARKING LOT EAST CITY HALL PARKING LOT EAST CALABRESE PARKING LOTPENDERGRASS WAY (WEST) CALIFORNIA AVENUE PENDERGRASS WAY (EAST) OCEAN VIEW AVENUE PARK AVENUE CITY HALL PARKING LOT WEST PENDERGRASS WAY (WEST) (TYP). (TYP). CALABRESE PARK SEE LANDSCAPING SHEETS FOR CALABRESE PARK DEMOLITION PLAN. EDGE OF PAVEMENT EDGE OF PAVEMENT SAWCUT LINE (E) FENCED STORAGE (E) RETAINING WALL (E) BUS STOP AND UTILITY STORAGE P (E) MODULAR BUILDING P 5 P 8 5 5 4 P 14 10 5 10 10 11 15 9 5 6 13 12 5 6 13 13 10 14 (E) POLE & GUY WIRE P (E) VAULT P (E) IRRIGATION RISER (E) 1" PVC IRRIGATION LINE 15 (E) SS CLEANOUT (E) HOSE BIB (E) BBQ (E) IRRIGATION VALVE, HOSE BIB, IRRIGATION CONTROL BOX, AND ELECTRIC RISER (E) IRRIGATION CONTROL BOX (E) BUILDING CONC WALK (E) SEWER SERVICEP P P P P P P PP (E) SS CLEANOUT BASE BID BID ALT #1 BID ALT #2 1200673003 & 04 450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET
DEMOLITION PLAN C-06 DEMOLITION NOTES: EXISTING CONCRETE TO BE REMOVED AND OFF-HAULED. LEGEND: REMOVE AND OFF-HAUL EXISTING CONCRETE SIDEWALK. REMOVE AND OFF-HAUL EXISTING CONCRETE DRIVEWAY. REMOVE AND OFF-HAUL EXISTING CONCRETE RAMP. SAWCUT AND REMOVE EXISTING CURB AND GUTTER. GRIND, REMOVE, AND DISPOSE EXISTING ASPHALT CONCRETE AND AGGREGATE BASE. REMOVE EXISTING STORM DRAIN INLET AND ABANDON PIPE IN PLACE. REMOVE AND OFF-HAUL EXISTING WOODEN WALKWAY ± 150 S.F. REMOVE AND OFF-HAUL EXISTING CROSS-GUTTER. FIRE HYDRANT TO BE RELOCATED BY CAL-AM. REFER TO THE SIGNING & STRIPING PLAN. REFER TO THE SIGNING & STRIPING PLAN. EXISTING WOODEN WALKWAY TO BE REMOVED AND OFF-HAULED. 1. REFER TO LANDSCAPE PLANS FOR REMOVAL AND DEMOLITION OF EXISTING PLAY STRUCTURES. 2. VEGETATION AND IMPROVEMENTS SHALL BE REMOVED ONLY WHEN DIRECTED IN WRITING BY THE ENGINEER. NO TREES, VEGETATION OR IMPROVEMENTS (INCLUDING FENCES) SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN CONSENT AND APPROVAL OF THE ENGINEER OR UNLESS OTHERWISE SPECIFIED IN THIS PLAN SET. NOTES: GRIND, REMOVE, AND DISPOSE EXISTING AC AND AB REFER TO THE SIGNING & STRIPING PLAN. PROTECT IN PLACE. TYPE OF IMPROVEMENT SHOWN ON PLAN. REMOVE EXISTING WOODEN RETAINING WALL. REMOVE EXISTING FENCE PER LANDSCAPE PLANS. PROTECT EXISTING IRRIGATION LINE AND RISER. REMOVE AND REPLACE EXISTING SEWER SERVICE FROM THE VAULT AT THE SOUTHEAST OF CITY HALL TO THE CLEANOUT IN FRONT OF CITY HALL. CONTRACTOR TO VERIFY THE EXACT EXTENTS WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. P12345678910111213141516 125
DN
DN
DN
DN
DN
DN
DN
DN DN
DN

E DRIVEWAY DRIVEWAY DRIVEWAY
50' ROW
22'
±30'
30'EXISTING EP PROPOSED EP

R/W R/W
R/W

1.5%

OCEAN VIEW AVE

PARK AVE

1.5%

8.5%

5.45% (N) 6 STAIRS 12" WIDE x 7" IN HEIGHT
PENDERGRASS WAY (WEST) PENDERGRASS WAY (EAST) SEE SHEET C-09 FOR PENDERGRASS WAY ROAD REHABILITATION AND IMPROVEMENTS.

WAY ROAD REHABILITATION AND
SEE SHEET C-08 FOR PENDERGRASS
IMPROVEMENTS. CASE "B" CASE "F"

4.5'
4'
13'
5' (E) TREE (E) TREE (E) RESTROOM TO REMAIN (E) BBQ
5'
5'
5' CALABRESE PARK
50'
ROW (E) POLE (E) VAULT (E) SSMH (E) MONUMENT (E) WV (E) WV (E) SSMH (E) SSMH (E) WV SEE LANDSCAPE PLANS FOR CALABRESE PARK DEMOLITION, IMPROVEMENTS, AND IRRIGATION SLEEVES. 12 16 12 12 8 1 10
6 4
7 1 11 10
9 (E) CURB & GUTTER TO REMAIN
5 2 17
8 15 12 MATCH EXISTING BW 59.56 BW 64.45 BW 64.37 BW 68.01 BW 67.79 TVC 63.90 TVC 64.34 BW 67.41 BW 67.15 BW 66.24BW 65.27 BW 68.27 BW 68.38 FS 64.51 FS 64.29 7 P
P
P END OF WALK BW 64.10 10 10
1 14
3 P
P
P
P
P
P
P
P
P INSTALL 2" PVC SLEEVE TO LANDSCAPE BULBOUT

0.5% BW 64.7 TVC 63.83 BW 63.98 1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET
UPPER PARK GRADING & SITEPLAN C-07 INSTALL NEW 4" P.V.C. SEWER LATERAL PER CITY OF SEASIDE STD. S-501. LIMIT OF WORK. PROPOSED ADA ON-STREET STALL PER THE CONVENTIONAL DETAIL IN 2018 CALTRANS STANDARD PLAN A90B SHOWN IN DETAIL 7 ON SHEET C-04. PROPOSED COMBINATION CURB, GUTTER, AND SIDEWALK AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 1 ON SHEET C-03. PROPOSED ADA RAMP PER 2018 CALTRANS STANDARD PLAN A88A SHOWN IN DETAIL 6 ON SHEET C-03. CURB RAMP CASE INDICATED ON PLANS. PROTECT IN PLACE. PROPOSED RETAINING WALL PER DETAIL 14 ON SHEET C-05. LEGEND:

P178910611 TRANSITION END OF CONCRETE IMPROVEMENTS. SEE DETAIL 2 ON SHEET C-03. 12 RELOCATE EXISTING FIRE HYDRANT BY CAL-AM. 13 "NO PARKING" SIGN TO BE REMOVED. 14 ADJUST UTILITY COVER TO GRADE. 1516 RELOCATE "NO PARKING" SIGN PER DETAIL 7 ON SHEET ON SHEET C-04. 17 PROPOSED STAIRS 12" WIDE AND 7" IN HEIGHT AND HANDRAILS PER DETAILS 11, 12, AND 13 ON SHEET C-05. RELOCATE PARK SIGN TO NEW BACK OF WALK. PROPOSED LANDSCAPED BULB OUT. SEE SHEET C-08 FOR DESIGN. PROPOSED VERTICAL CURB AND SIDEWALK AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 1 ON SHEET C-03.2 PROPOSED VALLEY GUTTER AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 3 ON SHEET C-03.4 PROPOSED NEW TYPE "F" HMA DIKE AS INDICATED ON PLANS AND PER CALTRANS STANDARD PLAN A87B SHOWN IN DETAIL 5 ON SHEET C-03.5 PROPOSED CONCRETE SIDEWALK PATH AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 1 ON SHEET C-03.3 EXISTING IRRIGATION RISER TO BE RELOCATED BY CITY'S PUBLIC WORKS DEPARTMENT. PROPOSED LANDSCAPE IMPROVEMENTS TO BE INSTALLED BY THE CITY. PROPOSED CONCRETE IMPROVEMENTS. CRACK FILLING AND SLURRY SEAL TREATMENT. REFER TO DETAIL 9 ON SHEET C-04. 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 10 ON SHEET C-04. NEW STRUCTURAL SECTION CONSISTING OF 3.5" AC OVER 4.5" AGGREGATE BASE. NEW STRUCTURAL SECTION CONSISTING OF 3" AC OVER 4" AGGREGATE BASE. 1.5" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 10 ON SHEET C-04. CONSTRUCTION NOTES: 18 BID ALT #2 126
DN
E 10+00 11+00
12+00
12+18 (E) EDGE OF PAVEMENTSAWCUT LINE
7 REFER TO SHEET C-07 FOR CALABRESE PARK CONCRETE IMPROVEMENTS. PARK AVE 8 10+10.39 18.00L
EP 65.22
10+62.95 12.00L
TVC 64.27
11+29.50 BC, 20.00L
FOC 58.64

END HMA DIKE
11+95.31 11.19R
FL @ HMA DIKE 51.45
11+26.16 12.02R
FL @ HMA DIKE 58.78
11+02.15 12.46R
FL @ HMA DIKE 61.52

BEGIN HMA DIKE
10+71.04 12.47R
FL @ HMA DIKE 63.56
10+46.18 12.26R
EP 64.31
10+08.52 9.48R
EP 64.55
11+61.47 BC, 11.09R
FL @ HMA DIKE 54.98
11+88.07 EC, 12.02R
FL @ HMA DIKE 52.21 135 LF
PENDERGRASS (WEST) STA 10+00
PENDERGRASS (EAST) STA 00+00
10+94.95 BC, 10.00L
FOC 63.08
10+99.70 BC, 10.00L
FOC 62.90
11+08.36 PRC, 15.00L
FOC 61.98
11+17.02 EC, 20.00L
FOC 60.38
10+62.95 25.00L
TVC 64.34
10+92.95 25.00L
TVC 63.90
10+92.95 20.50L
TVC 63.83
11+49.75 CONFORM, 20.33L
FOC 56.38

1.6%

3.8% 1.3%

3.3%

1.5%

0.5%
1 ±22'
±30'
ROW
50'
30'
10+60.95 BC, 10.00L
FOC 64.30 1.5%

1.5%
10+92.95 BC, 12.00L
TVC 63.71

2.1%

1.2%

0.8%
10+46.77 BC, 10.00L
FOC 65.23 505560657075 505560657075 10+00 11+00 11+65 -0.90% -4.25% -1.90%
-14.50%
-11.00%
10+09.17 GB
FS 64.90'
11+17.58 GB
FS 59.69'
11+51.31 GB
FS 55.98'

CONFORM
10+45.61 GB
FS 64.59'
10+62.96 GB
FS 63.83'
10+09.17 GB
FS 64.90'
10+92.95 GB
FS 63.26'
11+17.58 GB
FS 59.69'
11+51.31 GB
FS 55.98'
10+09.17 GB
FS 64.90'
11+17.58 GB
FS 59.69'
11+51.31 GB CONFORM
FS 55.98' PLAN SCALE: 1"=10' SCALE: 1"=10' HORIZ. 1"=4' VERT. PROFILE 1200673003 & 04 450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET CONSTRUCTION NOTES: FOR SLURRY SEAL TREATMENTS, ALL EXISTING UTILITY FRAMES, COVERS, VAULTS, AND/OR MONUMENTS SHALL BE PROTECTED IN PLACE. CONTRACTOR TO ENSURE ALL EXISTING UTILITY FRAMES, COVERS, VAULTS, AND/OR MONUMENTS ARE FLUSH TO NEW FINISH GRADE. LIMIT OF WORK. EXACT LIMIT TO BE DETERMINED IN THE FIELD BY THE ENGINEER. FOR AC OVERLAY TREATMENTS, ADJUST EXISTING UTILITY FRAMES, COVERS, AND/OR MONUMENTS TO NEW FINISH GRADE, IF EXISTING FRAMES, COVERS, AND/OR MONUMENTS ARE BROKEN, THEN REPLACE WITH NEW. NOT USED PROTECT IN PLACE. CONSTRUCT NEW COMBINATION CURB, GUTTER, AND SIDEWALK AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 1 ON SHEET C-03. CONSTRUCT NEW TYPE "F" HMA DIKE AS INDICATED ON PLANS AND PER 2018 CALTRANS STANDARD PLAN A87B SHOWN IN DETAIL 5 ON SHEET C-03. LEGEND:

P123467 CONSTRUCT NEW VALLEY GUTTER AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 3 ON SHEET C-03.8 CONSTRUCT NEW CONCRETE DRIVEWAY AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 4 ON SHEET C-03.9 EXISTING UTILITY FRAMES, COVERS, VAULTS, SIGNAL POLES, AND UTILITY POLE GUY WIRE TO REMAIN. ADJUST TO GRADE.510 REMOVE EXISTING "NO PARKING" SIGN. RELOCATE EXISTING SIGN TO PROPOSED NEW LOCATION SHOWN ON PLANS. 11 PROPOSED ADA RAMP PER 2018 CALTRANS STANDARD PLAN A88A SHOWN IN DETAIL 6 ON SHEET C-03. CURB RAMP CASE INDICATED ON PLANS. 12 NEW LANDSCAPE IMPROVEMENTS TO BE INSTALLED BY THE CITY. NEW CONCRETE IMPROVEMENTS. NEW CRACK FILLING AND SLURRY SEAL TREATMENT. REFER TO DETAIL 9 ON SHEET C-04. NEW STRUCTURAL SECTION CONSISTING OF 3.5" AC OVER 4.5" AGGREGATE BASE. NEW STRUCTURAL SECTION CONSISTING OF 3" AC OVER 4" AGGREGATE BASE. NEW 1.5" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 16 ON SHEET C-05.

PAVEMENT REHABILITATION PLAN PENDERGRASS WAY (WEST) C-08 SEE SHEET C-09 FOR PAVEMENT REHABILITATION AND IMPROVEMENTS FG AT STA. LINE APPROX EG BID ALT #2 127
DN
DN
DN DN

E DRIVEWAY DRIVEWAY DRIVEWAY PENDERGRASS WAY (EAST)

OCEAN VIEW AVE
PARK AVE 1+00 2+00
3+00 (E) MONUMENT 11 (E) SS MANHOLE (E) MONUMENT (E) VAULT 133 LF (E) UTILITY POLE

PENDERGRASS WAY
(WEST) (E) UTILITY POLE

1.5%
50'
ROW
30'
25' 25'
13' 17'
12'
1+56.58 EC, 13.00R
FOC 67.26
2+90.59 BC, 13.11R
FOC 64.02
3+16.78 11.18R
FL @ HMA DIKE 61.46
1+20.78 0.00
EP 65.22
1+50.00 0.00
EP 66.75
2+50.00 0.00
EP 66.44
3+26.30 9.16R
FL @ HMA DIKE 60.75
PENDERGRASS (EAST) STA 01+00
PENDERGRASS (WEST) STA 10+00
1+75.25 GB, 13.00R
FOC 68.19
2+10.46 GB, 13.00R
FOC 67.97
2+39.68 GB, 13.00R
FOC 67.07
2+57.09 GB, 13.00R
FOC 66.16
1+96.53 GB, 13.00R
FOC 68.30
2+20.95 GB, 13.00R
FOC 67.72 SAWCUT LINE REFER TO SHEET C-07 FOR CALABRESE PARK CONCRETE IMPROVEMENTS. (E) FIRE HYDRANT TO BE RELOCATED. 1 1
3 3
3 3 (E) WATER RISER TO BE RELOCATED
7 (E) EDGE OF PAVEMENT
P 10 10 10 10
P
P
P
P
P 1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

PAVEMENT REHABILITATION PLAN
STA 3+40 MATCHLINE: SEE SHEET C-10 PLAN SCALE: 1"=10' BID ALT. #2 C-09 BID ALT #2 SEE SHEET C-08 FOR PAVEMENT REHABILITATION AND IMPROVEMENTS 128
3035404550556065707580 3035404550556065707580 3+40 4+00 5+00 5+23 -12.95%
-15.90% 1.00%
-18.19%
3+50.30 GB
FS 57.53'
5+23.06 GB
FS 32.23'
4+98.29 GB
FS 32.04'

CONFORM
3+57.36 GB
FS 56.62'
5+02.57 GB
FS 31.91'
5+04.66 GB
FS 32.04' WV IRV 4+00 PENDERGRASS WAY (EAST) 5+00 5+23CALIFORNIA AVENUE (E) VAULT (E) BOLLARD (E) VAULT (E) SIGN (E) SIGN 133 LF 15 LF 39 LF 21'
13'
15'
4+97.37 15.26L
FL 33.13
4+68.88 9.19L
EP 38.12
4+30.15 9.93L
FL @ HMA DIKE 44.65
4+00.81 6.00L
EP 49.52
3+48.91 10.45L
EP 57.96
3+92.63 6.40R
FL @ HMA DIKE 50.80
4+01.63 EC, 6.17R
FL @ HMA DIKE 49.37
4+82.39 11.37R
EP 34.83
4+59.14 6.00R
EP 39.54
4+44.70 6.18R
FL @ HMA DIKE 42.53
4+22.21 6.17R
FL @ HMA DIKE 45.61
1 1 REFER TO SHEET C-12 FOR CONCRETE IMPROVEMENTS AT CORNER OF CALIFORNIA AVENUE AND PENDERGRASS WAY EAST OF CITY HALL. 8 7
7 7
8 P
P
P
P
P REFER TO SHEET C-11 FOR PARKING LOT PAVEMENT REHABILITATION REFER TO SHEET C-11 FOR PARKING LOT PAVEMENT REHABILITATION 1200673003 & 04 450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

PAVEMENT REHABILITATION PLAN
STA 3+40 MATCHLINE: SEE SHEET C-09 PLAN SCALE: 1"=10' SCALE: 1"=10' HORIZ. 1"=8' VERT. PROFILE C-10 FG AT STA. LINE EG BID ALT. #1 BID ALT #2BID ALT #1 129

IRV IRV
D
E
E

PENDERGRASS WAY (EAST)
3 POLICE DEPT. PARKING LOT EAST 3,653 S.F. POLICE DEPT. PARKING LOT WEST 1,488 S.F. (E) TREE (E) MODULAR BLDG LIMITS OF HMA OVERLAY SHALL END 2' FROM MODULAR BLDG 3 P
P
P
P
P
PP
P
P
P
P
P
P
P

P (E) SD INLET (E) SD INLETS (E) LIGHT AND (E) IRRIGATION ELECTRIC BOX CONTROL BOX (E) LIGHT (E) FENCE (E) SIGN

P (E) SIGN (E) ELECTRIC METER (E) GAS METER (E) FENCED STORAGE (E) VAULTS (E) BOLLARDS (E) IRV(E) SIGN 8 7
7 135 LF 15 LF
7 39 LF
P
13'
15' 1200673003 & 04
450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

PAVEMENT REHABILITATION PLAN POLICE DEPARTMENT PARKING LOTS SCALE: 1"=10' BID ALT. #1 C-11 130
WV LANDSCAPING TO BE INSTALLED BY CITY 1+00
1+50 C 33.62 C 33.55 C 33.32

1.5% CALIFORNIA AVE
PENDERGRASS WAY 1+25.33 LANDING FL 33.94' 1+10.36 CONFORM FOC 33.4' ± 1+18.87 LANDING FL 33.75' 1+34.63 RET FOC 35.33' 1 1
1 1 CASE "F"
4 5
9 9

P (E) BUS STOP AND UTILITY STORAGE
P
P
P
P

P (E) ELEC VAULT (E) CURB DRAIN (E) COMMUNICATION VAULT (E) WALL (E) CURB DRAIN

18.2%

15.7%2.4% LIP 32.20 LIP 32.75 FL 31.82 FL 32.65 REFER TO SHEET C-10 FOR STREET IMPROVEMENTS ALONG PENDERGRASS WAY EAST OF CITY HALL.

P (E) RAMP 354045 354045 1+00 1+50 3.39% FLOWLINE

33.46' FOC

32.96' FL
1+10.36 CONFORM

33.75' FOC

33.25' FL
1+18.91 GB

33.94' FOC
1+25.32 GB

35.33' FOC
1+34.63 RET TOP OF CURB

14.9%

33.44' FL

34.83' FL SCALE: 1"= 5' HORIZ. 1"=2' VERT. PROFILE: NW CORNER 1200673003 & 04 450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET CONSTRUCTION NOTES: FOR AC OVERLAY TREATMENTS, ADJUST EXISTING UTILITY FRAMES, COVERS, AND/OR MONUMENTS TO NEW FINISH GRADE. IF EXISTING FRAMES, COVERS AND/OR MONUMENTS ARE BROKEN, THEN CONTRACTOR MUST REPLACE THEM WITH NEW. LIMIT OF WORK FOR PAVEMENT REHABILITATION. FOR FULL DEPTH HMA AND/OR FULL DEPTH RECLAMATION (FDR) TREATMENTS, LOWER ALL EXISTING UTILITY FRAMES, COVERS, VAULTS, AND/OR MONUMENTS PRIOR TO MILLING AND RAISE TO NEW FINISH GRADE AFTER PLACEMENT OF NEW ASPHALT. PROTECT IN PLACE. NEW CONCRETE IMPROVEMENTS. NEW LANDSCAPE IMPROVEMENTS TO BE INSTALLED BY THE CITY. LEGEND:

P157610 CONSTRUCT NEW VALLEY GUTTER AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 3 ON SHEET C-03. EXISTING UTILITY FRAMES, COVERS, VAULTS, SIGNAL POLES AND UTILITY POLE GUY WIRE TO REMAIN. ADJUST TO GRADE.28911 RELOCATE EXISTING SIGN TO PROPOSED NEW LOCATION SHOWN ON PLANS. CONSTRUCT NEW TYPE "F" HMA DIKE AS INDICATED ON PLANS AND PER 2018 CALTRANS STANDARD PLAN A87B SHOWN IN DETAIL 5 ON SHEET C-03. RELOCATE EXISTING WATER VALVE AND/OR FIRE HYDRANT PER DIRECTION FROM THE ENGINEER. ADJUST WATER VALVE TO GRADE. PROPOSED CONCRETE IMPROVEMENTS SHALL MATCH EXISTING BACK OF SIDEWALK.3 CONSTRUCT NEW COMBINATION CURB, GUTTER, AND SIDEWALK AS INDICATED ON PLANS AND PER CITY OF SEASIDE STANDARD PLAN SHOWN IN DETAIL 1 ON SHEET C-03. LIMIT OF CONCRETE WORK. NEW CURB & GUTTER AND SIDEWALK SHALL CONFORM EXISTING CONCRETE.4 CONSTRUCT NEW ADA RAMP PER 2018 CALTRANS STANDARD PLAN A88A SHOWN IN DETAIL 6 ON SHEET C-03. CURB RAMP CASE INDICATED ON PLANS. PLAN SCALE: 1"=5' RAMP CONSTRUCTION PLAN PENDERGRASS WAY EAST OF CITY HALL BID ALT. #1 C-12 131

IRV IRV IRV IRV WV IRV
D
E
E
E
E
E
E
E
50' ROW DRIVEWAY DRIVEWAY DRIVEWAY

ROW ROW
ROW CITY HALL POLICE DEPT. POLICE DEPT. PARKING LOT WEST 1,976 S.F. POLICE DEPT. PARKING LOT EAST 3,653 S.F. PENDERGRASS WAY(WEST)

CALIFORNIA AVENUE PENDERGRASS WAY(EAST)

OCEAN VIEW AVENUE
PARK AVENUE CALABRESE PARK BM "STOP" "STOP" 12' 10'20' R99C (CA) 157' ±32'
8'

10.5' (TYP)
19' (TYP) 150 SF 133'
8' 11' 19' (TYP)
10' 38'
±19' 8' X 22' PARKING STALLS (TYP) 8' X 22' PARKING STALLS (TYP) 5 1
1 2
238A
9 6
8 8
8 4 10
30'
50'
ROW
11'7 SF 11 67' 13 13
5 DRIVEWAY DRIVEWAY DRIVEWAY 12 TYP.14 14 TYP.
3 R1-110 10 S1-1 D3-1
P
P
P
P
2 ±14'
10'
±13' "STOP"
1 P
P
P 10
8 10'
2 10'
11'
8' EXISTING PARKING LOT EXISTING PARKING LOT EXISTING PARKING LOT BASE BID BID ALT #1 BID ALT #2 4' 1200673003 & 04 450 Lincoln Avenue, Suite 103, Salinas, CA 93901
p: 831.789.8670 * WeAreHarris.com

CITY OF SAND CITY

CALABRESE PARK, PENDERGRASS WAY, AND CITY HALL

IMPROVEMENT PROJECT
No. 69767 BID SET
SIGNING AND STRIPING PLAN STRIPING LEGEND: CONSTRUCTION NOTES: NUMBER INDICATES PAVEMENT MARKERS AND TRAFFIC LINES DETAIL NUMBER PER 2018 CALTRANS STANDARD PLANS RSP A20A TO A20D. CHANGE OF PAVEMENT DELINEATION DETAIL TYPE. EXISTING SIGN TO REMAIN. PROTECT IN PLACE. INSTALL PAVEMENT MARKINGS PER 2018 CALTRANS STANDARD PLANS. WHITE UNLESS OTHERWISE NOTED ON PLANS. WORDS INDICATED ON PLANS. INSTALL 12" WHITE LIMIT LINE PER 2018 CALTRANS STANDARD PLAN A24E. TOTAL LENGTH IS INDICATED. REPLACE AND/OR INSTALL BLUE, TWO-WAY REFLECTIVE FIRE HYDRANT MARKER PER CHAPTER 3B OF THE LATEST REVISION OF THE CA MUTCD. INSTALL CONTINENTAL CROSSWALK PER CHAPTER 3B OF THE LATEST REVISION OF THE CA MUTCD. TOTAL SQUARE-FOOTAGE IS INDICATED ON PLANS. INSTALL ON-STREET PARKING PAVEMENT MARKINGS PER CHAPTER 3B AND FIGURE 3B-21 (CA). OF THE LATEST REVISION OF THE CA MUTCD AS SHOWN IN DETAIL 1 ON THIS SHEET. TOTAL SQUARE-FOOTAGE IS INDICATED ON PLANS. INSTALL ACCESSIBLE ON-STREET PARKING STALL, "CONVENTIONAL", PER CALTRANS STD. PLAN A90B, DETAIL 7 ON SHEET C-04. INSTALL VAN ACCESSIBLE "DOUBLE PARKING STALL", PER CALTRANS STD. PLAN A90A, DETAIL 7 ON SHEET C-04. EXISTING SIGN TO BE REMOVED, SALVAGE AND PROVIDE TO CITY. INSTALL TRAFFIC SIGN PER THE LATEST REVISION OF THE CA MUTCD. TYPE IS INDICATED ON PLANS. EXISTING SIGN TO BE RELOCATED AS INDICATED ON PLANS. INSTALL GREEN CURB WITH WHITE WORD MARKINGS THAT READ "2 HOUR PARKING ZONE" PER SECTION 3B.23 OF THE CA MUTCD. TOTAL LENGTH IS INDICATED. INSTALL BLUE CURB PER 2018 CALTRANS STANDARD PLAN A90B SHOWN IN DETAIL 7 ON SHEET C-04. INSTALL 4" WIDE WHITE PARKING STALL MARKINGS. INSTALL NEW TIRE STOP.

INSTALL STANDARD CROSSWALK PER CHAPTER 3B OF THE LATEST REVISION OF THE CA MUTCD. STRIPE SHALL BE 12" WIDE. TOTAL SQUARE-FOOTAGE IS INDICATED ON PLANS. DIMENSION MEASURED ON THE SHEET PANEL WHERE IT IS NOTED (TYP.) 380' NOTES: 1. TRAVEL LANE WIDTHS SHOWN ON PLANS ARE APPROXIMATE. 2. FOR STRIPES CONSISTING OF MULTIPLE LINES, THE COMPOSITE SECTION IS MEASURED AS A LINEAL FOOT OF STRIPING AND SHOWN ON PLANS, BUT QUANTIFIED AS DESCRIBED IN THE PROJECT SPECIFICATIONS FOR PAYMENT. 123458910
#
6711121314 C-13P15 NOT TO SCALE PARKING TEES (ON-STREET) NOTES: 1. ALL ON-STREET PARKING SHALL COMPLY WITH SAND CITY MUNICIPAL CODE 18.64 PARKING AND LOADING AREAS AND APPLICABLE PROVISIONS OF CHAPTER 3B.19 PARKING SPACE MARKINGS AND FIGURE 3B-21(CA) OF THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. EACH ON-STREET PARKING SPACE SHALL BE OF USABLE SHAPE, ARRANGEMENT AND CONDITION AND SHALL NOT BE LESS THAN 8 FEET BY 22 FEET. CURB 8'-0" 22'-0"1'-0" 1'0" 1'-0"
132
Area Plan Callout
Reference Note
Detail Reference
Revision Callout
Elevation Callout
Section Callout
DESIGN INTENT These Drawings and accompanying technical specifications represent the general design intent to be implemented on the site. Contractor shall be responsible for contacting the Owner's Representative for any additional clarification or details necessary to accommodate site conditions.

CONTRACTOR COORDINATION The Contractor shall coordinate and otherwise integrate his work with that of others in an efficient, craftsmanlike and timely manner so as to provide the Owner with a well-constructed, easily maintainable project. Each contractor shall notify others at least two working days in advance of covering, completing or exposing work to be installed by others.

CONTRACTORS' JOB SITE CONDITIONS The Contractor agrees to assume sole and complete responsibility for site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Design Consultant harmless from any and all liability, real or alleged in connection with the performance of work on this project, excepting liability arising from the sole negligence of the Owner or the Design Consultant.

COMPOSITE BASE SHEET The proposed improvements shown on these Drawings are superimposed on a base sheet. This base sheet is compiled from a boundary survey, a topographic survey, architectural and/or engineering documents and other data as made available by the Owner. The Design Consultant shall not be held liable for changes, inaccuracies, omissions or other errors on these documents. The composite base sheet is provided only as an aid, and the Contractor shall be responsible for reviewing these documents and incorporating/integrating all construction as required to accommodate same.

UTILITIES A reasonable effort has been made to locate and delineate all known underground utilities. The Contractor is cautioned that only excavation will reveal the types, extent, sizes, location and depths of such underground utilities. However, the Design Consultant can assume no responsibility for the completeness or accuracy of delineation of such underground utilities, nor for the existence of other buried objects or utilities which are not shown on these Drawings.
· For areas under public ownership or private lands with public utility easements, the Contractor is responsible for contacting utility companies prior to commencing construction, and requesting a visual verification of the locations of their underground utilities. The utility companies are members of the Underground Service Alert (USA) one-call program. Notification shall be a minimum of (2) working days in advance of performing excavation work by contacting USA North at 811 / 1-800-227-2600 / www.usanorth.org for Northern California, and DigAlert 811 / www.digalert.org for Southern California.
· For areas under private ownership and campuses not members of USA, the Contractor is responsible for engaging the services of a private utility locator for a visual verification of the locations of underground utilities. Excavation is defined as being 6 or more inches in depth below the existing surface.

CALABRESE PARK - PHASE 1

ABBREVIATIONS
SHEET NO: CONTENTS: 100% CD
L-0.0 Cover Sheet
L-1.0 Demolition Plan
L-2.0 Construction Plan
L-2.1 Layout Plan
L-3.0 Grading & Drainage Plan
L-4.0 Construction Details
L-4.1 Construction Details
L-4.2 Construction Details

GENERAL NOTES SHEET INDEX

CONSTRUCTION DOCUMENTS

SAND CITY, CALIFORNIA

LOCATION MAP

VICINITY MAP

CODES / STANDARDS
AB Aggregate Base
AC Asphalt Concrete
AD Area Drain
ALT Alternate
APPROX Approximate
ARCH Architectural
BLDG Building
BC Bottom of Curb
BW Bottom of Wall
BS Bottom of Step
BOT Bottom
CB Catch Basin
CBC CA Building Code
CI Cast Iron
CL, ℄ Centerline
CLR Clear
CM Centimeter
CMU Concrete Masonry Unit
CONC Concrete
CONST Construction
CONT Continuous
CO Cleanout
COORD Coordinate
CY Cubic Yard
DBL Double
DEMO Demolition
DET Detail
DG Decomposed Granite
DIA, Ø Diameter
DN Down
DWG Drawing
(E), EX Existing
EA Each
EG Existing Grade
EJ Expansion Joint
EP Edge of Paving
ELEV Elevation
ELEC Electrical
EQ Equal
EQUIP Equipment
EXP Exposed
EXT Exterior
FFE Finished Floor Elevation
FG Finished Grade
FL Flow Line
FOB Face of Building
FOC Face of Curb
FPS Feet Per Second
FS Finish Surface
FSF Finish Surface Field
FT Foot
GA Gauge
GALV Galvanized
GB Grade Break
GI Galvanized Iron
GPH Gallons Per Hour
GPM Gallons Per Minute
HDG Hot Dipped Galvanized
HDR Header
HORIZ Horizontal
HP High Point
HSS Hollow Structural Steel
ICV Irrigation Control Valve
ID Inside Diameter
INT Interior
INV Invert
LB Pound
LF Linear Feet
LOW Limit of Work
LP Low Point
MAX Maximum
MECH Mechanical
MED Medium
MFR Manufacturer
MH Manhole
MIN Minimum
MM Millimeter
MTL Metal
(N) New
NIC Not In Contract
NO Number
NOM Nominal
NTS Not To Scale
OC On Center
OD Outside Diameter
OPP Opposite
PA Plant Area
PB Pull Box
PE Polyethylene
PERF Perforated
POB Point of Beginning
POC Point of Connection
POS Point on Slope
PNT Point
PREFAB Prefabricated
PSI Pounds per Square Inch
PT Pressure Treated
PVC Polyvinyl Chloride
QTY Quantity
R, RAD Radius
REBAR Reinforcement Bar
REF Reference
REQD Required
RIM Rim Elevation
RND Round
RWL Rain Water Leader
S4S Surface Four Sides
SCH Schedule
SD Storm Drain
SF Square Foot
SIM Similar
SPECS Specifications
SQ Square
SS Sanitary Sewer
STL Steel
SY Square Yard
SYN Synthetic
TBD To be Determined
TC Top of Curb
THK Thick
TS Top of Step
TYP Typical
TW Top of Wall
U/G Underground
UON Unless Otherwise Noted
VERT Vertical
VIF Verify in Field
W Water
WP Weaked Plane Joint
WV Water Valve
WWM Welded Wire Mesh
W/ With
WD Wood
Cover Sheet
L-0.0
GENERAL: Bring conflicts between Codes, Referenced Standards, Drawings, and Specifications to the attention of the Construction Manager in writing, for resolution before taking any action. Where differences exist between codes and standards, the one affording the greatest protection shall apply.

If the year of adoption is omitted from the Code or Standard designation, it shall mean the latest revision in effect on the Bid date.

PROJECT SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:
2010 ADA Standards for Accessible Design, Department of Justice; Public Accommodations and Commercial Facilities (Title III regulations, 28 CFR Part 36, Subpart D, as amended by the final rules published on August 11, 2016, and December 2, 2016; 2004 ADAAG, 36 CFR part 1191, Appendices B and D).

Accessibility provisions of the 2019 California Building Codes (CBC): Part 2 of California Code Of Regulations, Title 24, including but not limited to:

Division 4 Accessible Routes: 11B-402 Accessible Routes; 11B-403 Walking Surfaces; 11B-404 Doors & Gates; 11B-405 Ramps; 11B-406 Curb Ramps
Division 5 General Site & Building Elements: 11B-502 Parking Spaces; 11B-503 Passenger Drop-off & Loading Zones; 11B-504 Stairways; 11B-505 Handrails
Division 7 Communication Elements & Features: 11B-703 Signs; 11B-705 Detectable Warnings 1 2
X/L-X.X
L-0.0
0 0
L-0.0
0 L-0.0

SYMBOLS

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
133
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)

PENDERGRASS WAY (EAST)

PENDERGRASS WAY (WEST)

PENDERGRASS WAY
2 1
3 17
4 5
6 7
8 9
9 9
9 10
10 10
11 8
8 8
8 10
10 4
2 2
2 12
14 11
15 16 17
16 11
LEGEND
Limit of Work Line
Timber walkway: Demolish, including base.

GENERAL NOTES

1. Verify location of all utilities in field.

2. All items not indicated be demolished are to be preserved and protected.

See Specs.

REFERENCE NOTES
Wall and Guardrail: Preserve and protect.

Tree: Preserve and protect.

Concrete picnic table: Demolish, including base.

Timber steps: Demolish, including base, posts, hand rail, and curb.

Wooden curb: Demolish.

Concrete bench: Salvage and return to owner.

Fence: Demolish.

Play equipment: Salvage and relocate, including footing. See Construction Plan.

Utility box: Preserve and protect. Raise cover to finish grade if required.

Light pole: Preserve and protect in place.

Trash can: Salvage and return to owner.

Wooden retaining wall with guardrail: Demolish, including base.

Cut back existing wall for new wall conform. See Layout Plan.

Existing irrigation manifold and box: Preserve and protect.

Utility pole: Preserve and protect in place.

Wall and Guardrail: Demolish.

Concrete picnic table: Demolish and replace. See Construction Plan. 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 10 0 10 20
Demolition Plan
L-1.0

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
134
HDR
HDR
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)

PENDERGRASS WAY (WEST)

PENDERGRASS WAY
DN
DN DN
DN
DN
DN
DN
DN
DN
DN
PA PA
PA
PA
PA
PA
3 12
1 4
14 6
11 15
PA
PA
PA PA
16 9
12 12
11 9
HDR
HDR
HDR
5 13
13 PENDERGRASS WAY
TYP.
7 4
2 10
8 8
HDR
HDR
HDR
8 12 17
3 2
10 HDR
12 12
LEGEND
Granitecrete Paving: See Specs. See
Playground Engineered Wood Fiber System: See Specs. See Keystone Compac III Retaining Wall: See
Metal Headerboard. See Specs. See
Planting Area: See Planting Plan.

Playground Boulders: See Specs. See
Wooden Split-Rail Fence: See
4" Sch. 40 PVC Sleeves. See Specs.
6/L-4.0
9/L-4.0
PA
5/L-4.0
1/L-4.1
6/L-4.1
HDR
7/L-4.1
/L-4.2

REFERENCE NOTES
Step: Similar to
Picnic table: See
Ramp into engineered wood fiber: See specs. See
Timber steps with handrail: See specs. See
Existing CMU retaining wall to remain
Tetragode 3850: See specs.

Playground springer: See specs.

Guard rail fence: See
Concrete playground curb: Flush: See
Concrete pad: See
Existing tree to remain.

Concrete playground curb: 4" High: See
Notched handrail post: See
Galvanized handrail: See specs. See
Concrete wall: See Civil dwgs.

Steps: See Civil dwgs.

Salvaged and relocated swingset. Pour new concrete around existing salvaged footings- 4" circumference minimum.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
4/L-4.0
8/L-4.0
2/L-4.1
3/L-4.1
17 2/L-4.1
8/L-4.1
3/L-4.1
7/L-4.0
2/L-4.0
9/L-4.0

1. CODES

1. Walking surfaces shall comply with CBC 11B-403 Walking Surfaces. All finishes shall be slip resistant.

2. Curb ramps shall be in compliance with CBC 11B-406 Curb Ramps, Blended Transitions and Islands

3. Ramps, including handrails, shall be in compliance with CBC 11B-405 Ramps

4. Steps, including handrails, shall be in compliance with CBC 11B-504 Stairways

2. CONTROL JOINTS: CURBS

1. Expansion Joints: align with expansion joints in monolithic paving; at maximum 60' O.C. when adjacent to modular paving, and at all corners, start/end of radiuses, and connections to flush curbing. Full depth.

2. Weakened Plane Joints: align with weakened plane joints in monolithic paving; at a maximum of 20’ O.C. when adjacent to modular paving. Construct across the top and visible face.

GENERAL NOTES
10 0 10 20
Construction Plan
L-2.0

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
135

GENERAL NOTES

1. Forms for concrete paving to be reviewed in field by Landscape Architect prior to pour.

2. CAD file will be provided for site staking by licensed land surveyor

3. All dimensions may be considered +/- for purposed of field fitting to existing conditions and allowing for building materials standard sizes. Review any dimension changes in field with Landscape Architect.

AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)

PENDERGRASS WAY (EAST)

PENDERGRASS WAY (WEST)
PENDERGRASS WAY 11'-6" 28'-11" 4'-0" 17'-2" 28'-3" 26'-8" 25'-8" 24'-5" 24'-2" 25'-0" 26'-8" 28'-10" 30'-8" 32'-7" 33'-9" 36'-0" 38'-9" 4'-0"
15'-0"
8'-10" 17'-0"
7'-4" 4'-7" 4'-9" 3'-4" 4'-5" 4'-4" 4'-11"4'-0" 3'-6" 3'-0"3'-5"3'-8"4'-6" 3'-4" 34'-8" 56'-10" 33'-10" 36'-9" 10'-3"
13'-0"
4'-0"
9'-0" 30'-6"
26'-7" 9'-5"
7'-10"
14'-2"
13'-10"
17'-3"
10'-4"
12'-11"
14'-8" 10'-6"
3'-2"
7'-1"
17'-2"
1'-9" 1'-5"
8'-9"
2'-8"
3'-4"
3'-0"
2'-8"
2'-8"
PENDERGRASS WAY 41'-8" 44'-6"
3'-2"
2'-6"
4'-0"
10'-11"
16'-5"
19'-7"
8'-6"
33'-1"
28'-11"
19'-10" 4'-0" 27'-10"
8'-5"
1'-1"
11'-9"
46'-3"
64°
77°
75° 23'-11"
4'-4" 11'-0"
4'-4"
6'-2"
7'-11"
7'-11" 6'-6"
6'-3"
6'-6"
SCALE: 1"= 10'-0"
10 0 10 20
Layout Plan
L-2.1

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
136
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
E
AeccDbCogoPoint (AeccLand130)

PENDERGRASS WAY (EAST)

PENDERGRASS WAY (WEST)

PENDERGRASS WAY
DN

DN DN DN
DN
DN
DN
DN
DN
DN
FS 63.35
FS 64.40
FS 64.46 FS 64.25

4.7%
FS 64.02
FS 64.70
FS 63.57
FS 63.48
FS 65.55
FS 65.25
60 FSP 63.12
FS 63.94
FS 63.76
TW 63.29
LEVEL 61
60 62
59 TS 62.95
BS 63.05
63 1.5%
FS 63.82
TS 64.05
BS 60.95 59
58 57
56 55
54 53
52 51
50 49
48 47 46 5958
1:4 SLOPE
65 64
63 62
61 60
59 58
57 56
55 54
53 52 51 50 45
66 65
67 68
67 66
TW 63.29
LEVEL
TW 63.29
LEVEL 2 2 63 64
TS 65.00
BS 63.50
TS 65.1265
66 61
62 63
64 65
66 1.5% 1.5% 1.5% FS 64.09
TS 60.87
BS 58.87
TS 58.81
BS 56.81
TS 56.75
BS 54.75
TS 54.69
BS 52.69
TS 52.62
BS 50.62
TS 50.56
BS 48.56
TS 48.50
BS 46.00
(MATCH

EXISTING)
FS 63.22
(MATCH
CIVIL)
FS 64.06
FS 63.26
FS 64.51 (MATCH CIVIL)
FS 64.29 (MATCH CIVIL)
FS 64.44
FSP 63.18
FSP 63.21
FSP 63.19
FSP 63.26
RIM 62.01
INV. IN 58.15
50 LF 4" SD S=0.5%
FS 63.61
FS 63.52
FS 63.32 FS 63.38
FSP 63.63
FSP 63.35
FSP 63.82
FSP 63.43
FSP 63.30
63 TC 63.29
TC 63.38
FS 62.96
FS 59.56 (CIVIL)

TC FLUSH W/ FS
END 64
TW 63.29
LEVEL
62 61
56 TW 63.29
LEVEL 1 1
FG 63.0
FG 63.0
FG 63.0 3 65
4%
FS 64.84
FS 64.90
FS 65.25
FSP 64.92
RIM 63.90
LEGEND
Limit of Grading and Drainage Work Line
Existing Elevation
Spot Elevation
BW Bottom of Wall
BS Bottom of Steps
FS Finish Surface
FSP Finish Surface Play
FG Finish Grade
INV IN Invert In
INV OUT Invert Out
RIM Top of Rim
TS Top of Steps
TW Top of Wall
TC Top of Curb
HP / LP High Point / Low Point
VIF Verify in Field
Slope
Pipe Slope
Direction of Slope - Down
Proposed Contour Line
Grade Break
Flush
4" Perforated HDPE Drain Pipe. See
Solid Drain Line: Size as Shown. See Specs.

Sump: See Specs. See
Where 4" curb required. See
DN

GENERAL NOTES

1. Walking surfaces shall comply with CBC 11B-403 Walking Surfaces. Walkway slopes shall not exceed 4.9% in the direction of travel and 1.9% cross-slope.

2. Ramp slopes shall be in compliance with CBC 1133B.5 Ramps. Ramp slopes shall not exceed 8.33% (1:12) in the direction of travel and 2% cross-slope.

3. Steps shall be in compliance with CBC 1133B.4 Stairways.

4. Verify all existing area drain inverts and drain line sizes are consistent with those shown on plan, prior to construction.

5. Cap drain lines at high points. + FS 0.00
GB

REFERENCE NOTES
Wall Step: See
Grading and Drainage: See Civil Dwgs
Wall Drainage Pipe Daylight: See
10 LF 6" SD S=1% 3/L-4.2

1.5% + (FS 0.00) 1
60 5/L-4.1 2 1/L-4.2 3 1/L-4.2 8/L-4.0
F:\PRODUCTION\Projects\2021\21.033\CAD\21033_03Grading.dwg 7/26/2022 10 0 10 20

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
Grading &
Drainage
Plan
L-3.0
137
2 1" = 1'-0"
Concrete Pad
2" STABILIZED D.G. TOP LAYER: SEE SPECS
2" STABILIZED D.G. BOTTOM LAYER: SEE SPECS
SUBGRADE: COMPACT TO 90%
6 1" = 1'-0"
Granitecrete Paving
5 1" = 1'-0"
Playground Engineered Wood Fiber System 1'-0"

ENGINEERED WOOD FIBER, SEE SPECS

NON-WOVEN GEOTEXTILE FABRIC BY

WOOD FIBER SYSTEM MANUFACTURER,

OVERLAP, SEE SPECS
SUBGRADE: COMPACT TO 90% MAX
FINISH GRADE: SEE GRADING PLAN
HEADERBOARD: SEE
4 1"=1'-0"
Concrete Ramp into Engineered Wood Fiber

PLAN / NTS
CONCRETE PAVING: SEE SPECS
EXPANSION JOINT: SEE PLANS FOR
LOCATIONS. SEE SPECS. SEE
WEAKENED PLANE JOINT: SEE

PLANS FOR LOCATIONS, SEE SPECS
SEE
REINFORCING: WWM 6x6 - W1.4/1.4
CENTER IN SLAB, 3" CLR AT EDGES
AND FULL DEPTH JOINTS. SEE SPECS
AGGREGATE CLASS II ROAD BASE:

COMPACT TO 90%
6" SUBGRADE: COMPACT TO 90% 2" 4" 4"
3/L-4.0
3/L-4.0

EDGE ON ALL
SIDES, TYP.

FINISH GRADE FLUSH WITH ADJACENT
PAVING OR FLUSH CURB: SEE SPECS

FOR JOINT REQUIREMENTS
COLD JOINT: SEE SPECS. SEE 3/L-4.0 2" CLR MIN

EXPANSION JOINT
3 NTS
Concrete Joints, Typical
1/4" 1/4D1/4"1"
R1/4"

WEAKENED PLANE JOINT
1/4" 1/4"1/4"1/4" R1/4"

SCORE MARK
D
R1/4"
EXPANSION JOINT: 3/8" WIDE
UON. SEE PLANS FOR
LOCATIONS. CAULK TOP OF

JOINT W/ SEALANT, SEE SPECS
R1/4"

CONSTRUCTION (COLD) JOINT
#4 SMOOTH STEEL
DOWEL: 24" OC.

SEE SPECS D/2

EXISTING CONCRETE OR

PREVIOUS POUR
TOOLED
SAWCUT

SEE PLANS FOR LOCATION

AND JOINT TYPE
9" EA. SIDE OF JOINT
4" 9" Pedestrian 1/4D+1/4" Vehicular
CLD 1/2 D 1/2 D
CLD
TOOLED
SAWCUT D/2
#4 SMOOTH STEEL
DOWEL: 24" OC.

SEE SPECS 2-1/2"
D 6"
4" MIN 4" MIN

DIAMOND DOWEL JOINT
1/4" DIAMOND DOWEL
BY PNA-INC. SEE SPECS
1/L-4.1
1 1" = 1'-0"

NOT INCLUDED
7 1"=1'-0"
Picnic Table: Surface Mount
8 1" = 1'-0"
Concrete Playground Curb: 4" High
SUBGRADE: COMPACT TO 95%
4" INCHES OR GREATER
AGGREGATE BASE: COMPACT TO 95%
GRANITECRETE PAVING: SEE
ENGINEERED WOOD FIBER SURFACE. SEE: 5/L-4.0
HEADERBOARD: SEE 1/L-4.1
SLOPE 4"
AGGREGATE PERM BASE: COMPACT TO 90%

ENGINEERED WOOD FIBER

SYSTEM/ PLAYGROUND
WOOD FIBER: SEE
CONCRETE PAVING RAMP. SEE
SPECS.

GRANITECRETE PAVING: SEE
SUBGRADE: COMPACT TO 95%
AGGREGATE BASE: COMPACT TO 95%
5/L-4.0
6/L-4.0
DUMOR 100 SERIES PL PICNIC
TABLE. SEE SPECS
1'-0" 1'-9" 1'-0"
3" 3"
CONCRETE PAD. SEE 2/L-4.0
8"
CONCRETE EDGE RESTRAINT: SEE SPECS 3"
INSTALL 4" CURB HEIGHT WHERE WALK
FS GRADE IS MORE THAN 4" ABOVE FSP.

REBAR: #4 VERT. 18" O.C., CENTER IN

CONCRETE EDGE
REBAR: (3) #4 HORZ. CONT., 3" CLR AT TOP & BOT.

SECTION 4" 1"
6" 4"
4" DOWN 1:12 SLOPE 6'-0"
4'-0"

EDGE OF DG
PAVING 2"
1:10 SLOPE, MAX 1:10 SLOPE, MAX 1'-11" 4"
8 1" = 1'-0"
Concrete Playground Curb: Flush
SUBGRADE: COMPACT TO 95%
LESS THAN 4"
AGGREGATE BASE: COMPACT TO 95%
GRANITECRETE PAVING: SEE
ENGINEERED WOOD FIBER SURFACE. SEE: 5/L-4.0
8"
CONCRETE EDGE RESTRAINT: SEE SPECS 3"

INSTALL FLUSH CURB HEIGHT WHERE
WALK FS GRADE IS LESS THAN 4" ABOVE
FSP.

REBAR: #4 VERT. 18" O.C., CENTER IN

CONCRETE EDGE
REBAR: (3) #4 HORZ. CONT., 3" CLR AT TOP & BOT. 1'-11"
Construction
Details
L-4.0

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
138

TREAD WIDTH
14"
TYP
WOOD POST: 8" DIA. DOUG. FIR
POLE, "Preserve ACQ" PRESSURE
TREATED, 5' O.C. MAX
HANDRAIL. SEE
TREAD/RISER: 6X10

RO PT DOUG FIR
REBAR: #6x24" LONG, 2 PER

STEP TIMBER
SUBGRADE: COMPACT TO
95%
TREAD WIDTH + 12"
12" MIN
2 1" = 1'-0"
Timber Steps

WOOD POST
HANDRAIL: 1" SCHEDULE 40 GALV. PIPE (1.32" O.D.)
RAIL HANGER: 1/4" x 1 1/2"
HD GALV.

HANGER BRACE: 1/4" HD
GALV.
2 3
8 " x 3" LAG BOLTS: SCREW RAIL

HANGER TO POST
1 1/2" 2" 2"
3 NTS
Galvanized Pipe Handrail
NATURAL BOULDER;
SEE SPECS. PLACE WITH

WIDEST GIRTH EMBEDDED
BELOW GRADE. FINAL

ORIENTATION AND

INSTALLATION DEPTH PER

LANDSCAPE ARCHITECTS
SITE DIRECTION.

SUBGRADE. COMPACT
TO 90%.

ENGINEERED WOOD FIBER
PLAYGROUND SURFACE.

SEE:...............
6 1"=1'-0"
Playground Boulder
5 1" = 1'-0"
Sump
5/L-4.0
1 1"= 1'-0"
Metal Headerboard (Aluminum) 3'-0" RISER HIEGHT 6" TYP 3'-0" 3/L-4.1
GRANITECRETE PAVING:

SEE 6/L-4.0
8 1" = 1'-0"
Timber Steps Post Footing
4" 4"
AGREGATE BASE:

COMPACT TO 90%
SUBGRADE:

COMPACT TO 90%
CONCRETE FOOTING:

TO BE FORMED AND
CAST-IN-PLACE. SEE
SPECS
WOOD POST: SEE

TYPICAL FOOTING

NOTCHED POST FOOTING AT

PLAYGROUND CURB

CONCRETE PLAYGROUND
CURB. SEE 8/L-4.0
2/L-4.1
2"
GRANITECRETE PAVING:

SEE 6/L-4.0

ENGINEERED WOOD
FIBER. SEE: 5/L-4.0
4"
6" 2'-0"
1 3 HEIGHT OF BOULDER, MIN 1'-0"
AGREGATE BASE:

COMPACT TO 90% 6"
6" 1'-0" 4'-0" 6"
6"
STD. IRON GRATE: FROM PHOENIX

IRON WORKS, NEENAH OR EQUAL
21" I.D. RCP

CONC RING FOOTING W/
(1) REBAR, #4, CENTERED

AGGREGATE BASE
SUBGRADE: COMPACT TO
90% MAX.

PERMALOC CLEANLINE ALUMINUM EDGING
3 16" X 4" THICK w/ 0.187" EXPOSED TOP LIP

MILL FINISH-NATURAL ALUMINUM
TOP OF EDGING -1/2" ABOVE FG @ TURF
& 1" ABOVE FG @ PLANTING AREAS

GRANITECRETE PAVING - FLUSH WITH TOP
OF EDGING: SEE

COMPACT GRADES ADJACENT TO

EDGING TO AVOID SETTLING
12" ALUMINUM STAKES TO LOCK

INTO PREFORMED LOOPS ON THE
EDGING
BASE ROCK: COMPACTED
6/L-4.0
5" x 5" ROUGH CEDAR POST
12-14 GAUGE GALV. WIRE

STAPLE TO POST
3 1/2" x 4" ROUGH CEDAR RAIL
6" 60d HD. GALV. COMMON NAIL

PAINT POST BOTTOMS W/

COPPERNATE OR EQUAL PER

MANUFACTURER'S INSTRUCTIONS
7'-8" 5" 3'-0" 2'-0"
7-12"12"
7 1" = 1'-0"
Wood Split-Rail Fence
FOOTING: SEE 9/L-4.0
RAIL TOP & BOTTOM: 4X4

REDWOOD, ATTACH TO POSTS

WITH GALVANIZED WOOD
SCREWS.

PICKET: 2X2 GRAPE
STAKE. ATTACH TO

RAILS WITH GALVANIZED
WOOD SCREWS.

POST BEHIND.

POST: 4X4 ROUGH SAWN
CEDAR.

PICKET: 2X2 GRAPE STAKES,

ROUGH CEDAR
FINISH GRADE 3'-6"
4 1" = 1'-0"
Grape Stake Guardrail

TOP RAIL

BOTTOM RAIL
℄ 5.5' MAX, SPACE EVENLY ℄ 1" 2'-0" RANDOM:
1" +/-
MIN 2", MAX 4" 2" 2"

COMPACTED SUBGRADE
"STRATA" SLEEVE-IT POST ANCHORAGE.

ENGINEERED WOOD FIBER. SEE 5/L-4.0 4" 4"
ENGINEERED WOOD FIBER. SEE 5/L-4.0

FINISH GRADE

FINISH GRADE
CL
"STRATA" SLEEVE-IT POST
ANCHORAGE. SEE SPECS.

Construction
Details
L-4.1

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
139
KEYSTONE CAP UNIT. SEE

KEYSTONE COMPAC III
TRIPLANE UNIT 12"x18"x8"
WITH 1" SETBACK
UNIT DRAINAGE FILL: 3/4"

SIZE CRUSHED ROCK OR
STONE
FINISHED GRADE: 57.0+/-

CRUSHED STONE LEVELING
PAD. SEE

APPROXIMATE LIMITS

OF EXCAVATION
4"PERFORATED HDPE

DRAINAGE PIPE & DRAIN
ROCK
W
6"
W + 12"
NOTE:

1. THE LEVELING PAD IS TO BE

CONSTRUCTED OF CLASS II AGGREGATE
ROAD BASE.
1/2" x 5 1/4"

FIBERGLASS PINS

FRONT FACE
(2) - 4" CAP UNITS OR (1) - 8" CAP UNIT
NOTE:

1. SECURE ALL CAP UNITS WITH KEYSTONE KAPSEAL OR EQUAL. 8" KEYSTONE UNIT
4" CAP UNIT
8" OR 16" WALL STEP.

SEE GRADING PLAN.
6" LEVELING PAD.

SEE
H / 2 H / 2
NOTE:

1.CHECK WITH MANUFACTURER

SPECIFICATIONS ON CORRECT

DIRECTION OF ORIENTATION FOR

GEOGRID TO OBTAIN PROPER
STRENGTH.
3" OF SOIL FILL IS REQUIRED

BETWEEN OVERLAPPING

GEOGRID FOR PROPER

ANCHORAGE (TYP)

PLACE ADDITIONAL PIECES OF

GEOGRID WHEN ANGLE
EXCEEDS 20 DEGREES
DRAINAGE FILL.

SEE

ADDITIONAL DRAINAGE FILL
EXTEND WALL HEIGHT/ 2 1'-0" ±
1'-6" 8"

COMPAC III ELEVATION

COMPAC III PLAN

CAP UNIT ELEVATION

CAP UNIT PLAN

GRID & PIN CONNECTION
(UNIVERSAL OPTION)
*DIMENSIONS & AVAILABILITY WILL VARY BY REGION*
18" / 12" 4"
1'-6" 11" ±
1'-0"

GEOGRID IS TO BE PLACED ON LEVEL

BLACKFILL AND EXTENDED OVER THE
FIBERGLASS PINS. PLACE NEXT UNIT.

PULL GRID TAUGHT AND BACKFILL.

STAKE AS REQUIRED.

Strength Direction 4"
1'-6" 11" ±
(3-PLAN SPLIT OPTION)
18"
1 1"= 1'-0"
Keystone Reinforced Wall Section 7'-0"

GEOSYNTHETIC

REINFORCEMENT GRID

REINFORCED SOIL
ENGINEERED WOOD FIBER.
5/L-4.0
CL
GRAPE STAKE GUARDRAIL. SEE 4/L-4.1
"STRATA" SLEEVE-IT POST
ANCHORAGE. SEE SPECS.

FINISHED SURFACE & TOP OF WALL: 63.29 3'-6"
4" DRAINAGE PIPE: SOLID
7'-0"

AUGER THROUGH GEOGRID

LAYERS TO ACCOMODATE

POST ANCHORAGE SLEEVE
SEE
2 1"= 1'-0"
Keystone Wall Curve Condition
1/L-4.2
20 DEGREES
3 1"= 1'-0"
Keystone Compac III Triplane Block 5 1"= 1'-0"
Keystone Leveling Pad
6" LEVELING PAD

CAP UNIT ELEVATION

CAP UNIT PLAN
6" 6" 6"
5/L-4.2
3/L-4.2
FG
3 1"= 1'-0"
Keystone Wall Step Condition

TOP OF WALL

BOTTOM OF WALL
5/L-4.2

EXCAVATION LIMITS
5 1"= 1'-0"
Grapestake Fence Wall Step Condition 8"
11"
MIRAFI 140 N
DAYLIGHT AT 55.5 +/-
*COLOR TO BE "COASTAL TAN" OR AVAILABLE ALTERNATIVE*
*INSTALL WALL AND COMPONENTS PER
MANUFACTURER'S INSTRUCTIONS*
Construction
Details
L-4.2

CALABRESE PARK,

PENDERGRASS

WAY & CITY HALL

IMPROVEMENT PROJECT

CITY OF SAND CITY

MONTEREY COUNTY, CA
SHEET NO:

SHEET NAME:

PROJECT NO:

DATE:

SCALE:

DRAWN | CHECKED:

REVISIONS:

PROJECT:

NO. DATE DESCRIPTION
ISSUANCE:

LK/LF

AS SHOWN
07/19/2022

21.033
100% Complete
140

EXHIBIT B

CITY OF SAND CITY
RESOLUTION SC 22-__, 2022

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAND CITY AUTHORIZING THE AWARD OF A CONTRACT FOR THE CALABRESE PARK PROJECT TO GRANITE ROCK; AUTHORIZING THE CITY MANAGER

TO EXECUTE THE CONTRACT AND APPROVING CONTINGENCIES FOR CONSTRUCTION CHANGE ORDERS

AND CONSTRUCTION MANAGEMENT AND INSPECTION
WHEREAS, the Calabrese Park Project (“Project”) consists of, but is not limited to, the demolition and construction of new park play structures and features, walkways, steps, concrete retaining walls, Keystone retaining wall, fencing, accessible parking space, concrete curb, gutter, sidewalk, and curb ramp at Calabrese Park; driveways, and cross gutters, signage and striping, asphalt pavement widening and rehabilitation; and
WHEREAS, on September 28, 2022, the City advertised the Project for public bidding and on October 18, 2022, the City held a bid opening and four bids were received; and WHEREAS, Granite Rock was determined to have the lowest responsive and responsible bid in the amount of $726,265; and
WHEREAS, Granite Rock has successfully completed similar projects for local agencies in the region, and; WHEREAS, an amount of $108,939-- 15% of the contract value -- is recommended for construction change orders; and
WHEREAS, an additional amount of $108,939 --15% of the contract value -- is estimated to be required for construction management and inspection services to ensure that the Project is constructed per City standards and specifications; and
WHEREAS, awarding the contract will require a budget amendment to the fiscal year 22-23 budget; and WHEREAS, the Project was evaluated by the City and determined to be categorical exempt based on guideline sections 15301(c)-Existing Facilities, 15302-Replacement/Reconstruction, and 15304(b)- replacement of existing landscaping.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SAND CITY AS FOLLOWS:

1. That the contract for the Calabrese Park Project, in accordance with the Plans and Specifications is awarded to Granite Rock in an amount not to exceed $726,265.

2. That the City Manager is authorized to execute the Contract in an amount not to exceed $726,265 with Granite Rock in a form approved by the City Attorney.

3. That a contingency amount not to exceed $108,939 (15%) is approved for construction change orders, if necessary, and subject to the approval of the City Manager.

4. That additional funds not to exceed $108,939 (15%) are approved for construction management and inspection, subject to the approval of the City Manager.

5. That Granite Rock shall maintain a current Sand City Business License. 141

EXHIBIT B
PASSED AND ADOPTED BY THE CITY COUNCIL OF SAND CITY, this _______ day of November, 2022 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
____________________________
Mary Ann Carbone, Mayor
ATTEST:
___________________________
Connie Horca, City Clerk
142

AGENDA ITEM
10C.

Consideration and Approval of Successor
Agency RESOLUTION Authorizing the
Successor Agency Director to Execute the
Professional Services Agreement with
RSG, Inc.
143
City of Sand City
Successor Agency
Staff Memo
TO: Honorable Mayor and City Council
FROM: Connie Horca, SA Secretary; Vibeke Norgaard, SA Executive Director DATE: November 8, 2022 (for the November 15, 2022 Council meeting) SUBJECT: Contract for Successor Agency Consulting Services with RSG, Inc. ______________________________________________________________________ Background:

On January 12, 2017, the Sand City Successor Agency entered into a Financial Consulting Services Agreement with HdL Coren & Cone for general financial advisory services to the Successor Agency on general administrative matters including the continuing disclosure/dissemination services for bond issues, as well as work associated with the Successor Agency activities in the winding down of the former Redevelopment Agency, submission of the Recognized Obligation Payment Schedule (ROPS), property tax, assistance in preparing the Comprehensive Annual Report, and other duties as directed by the Executive Director.

On October 27, 2022, HdL Coren & Cone announced that Cheryl Murase, who had assisted the Successor Agency with annual filing requirements of its Recognized Obligation Payment Schedule for the past 5 years, was departing the company and that HdL no longer had the capacity to continue to provide the Successor Agency with financial consulting services.

Staff reached out to Meyers Nave, who recommended RSG, Inc., a firm that is well-known as an expert in redevelopment, a leader in working with Successor Agencies on the administration of ROPS, and which works with over 30 successor agencies throughout California. RSG, Inc was founded in 1979, and provides an array of community development consulting services to local government organizations and private entities.

Director and Project Manager Suzy Kim manages RSG’s Successor Agency product line, has extensive knowledge and experience in personally overseeing ROPS preparation for over 15 clients since its dissolution, and is available to serve as the primary contact for the Sand City Successor Agency. The SA Executive Director and Interim City Attorney and staff interviewed Ms. Kim and were all favorably impressed with her experience and qualifications.

CEQA:

This action does not constitute a "project" as defined by the California Environmental Quality Act (CEQA) guidelines section 15378.
144
Fiscal Impact:

There is no additional fiscal impact associated with the adoption of the resolution as the Successor Agency budget has allocated $29,000 for Management Consulting Services for Fiscal Year 2022-2023. The proposed contract is or consulting services on a time and materials basis with an amount not to exceed $25,000. Staff is requesting Council approve an additional amount of $4,000 for contingencies.

Recommendation:

Approve the attached Resolution of the Sand City Successor Agency authorizing the Successor Agency Executive Director to execute the Proposal for Successor Agency Consulting Services for the preparation of (ROPS 23-24, and PPA 21-22).

Attachments:
1) Resolution of the Successor Agency
2) RSG, Inc. Proposal for Successor Agency Consulting Services 145

SAND CITY SUCCESSOR AGENCY
RESOLUTION SA _____, 2022

RESOLUTION OF THE SUCCESSOR AGENCY OF THE CITY OF SAND CITY

AUTHORIZING THE SUCCESSOR AGENCY EXECUTIVE DIRECTOR TO EXECUTE THE PROFESSIONAL SERVICES AGREEMENT WITH RSG, INC.

WHEREAS, the Sand City Successor Agency had contracted with HdL Coren & Cone to provide general financial advisory services to the Agency on general administrative matters including municipal financing, bond disclosures, property tax, filing of the ROPS, and assistance in preparing the Comprehensive Annual Report since 2017, Resolution SA 17-01, but the firm no longer has the capacity to continue those services; and
WHEREAS, RSG, Inc. provides various consulting and financial advisory services to local government organizations and private entities; and
WHEREAS, RSG, Inc, has the necessary experience, technical expertise and four decades of knowledge to provide consulting services for the preparation of the Recognized Obligation Payment Schedule (ROPS) and Prior Period Adjustment (PPA).

NOW, THEREFORE, BE IT RESOLVED by the Successor Agency of the City of Sand City that:
1) The Executive Director is authorized and directed to enter into a Professional Services Agreement with RSG, Inc. in substantially the same form as that attached as Exhibit A and as approved by the Agency Attorney for an amount not to exceed $25,000. 2) An additional amount of $4,000 is authorized for contingencies. 3) RSG, Inc. shall maintain a Sand City Business License.

PASSED AND ADOPTED by the Sand City Successor Agency this ___ day of November 2022, by the following votes:

AYES: Agency Members
NOES:

ABSENT:

ABSTAIN:

APPROVED:
__________________________
ATTEST: Mary Ann Carbone, Chair
Successor Agency Board
_________________________
Connie Horca, Secretary
Successor Agency Board
146
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 1 of 10 ends

PROFESSIONAL SERVICES AGREEMENT BETWEEN
THE SAND CITY SUCCESSOR AGENCY AND RSG, Inc.
(Professional)
THIS AGREEMENT for consulting services is made by and between the Sand City Successor Agency (“Agency”), and RSG, Inc., (“Professional”) as of November 1, 2022.

Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Professional shall provide to Agency the services described in the Scope of Work attached as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict or inconsistency between the terms of this Agreement and Exhibit A, the Agreement shall prevail.

Section 2. TERM. The term of this Agreement shall begin on the date first noted above and shall end on June 30, 2023. Professional shall complete the work described in Exhibit A prior to that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 10. The time provided to Professional to complete the services required by this Agreement shall not affect the Agency’s right to terminate the Agreement, as provided for in Section 11.

Section 3. STANDARD OF PERFORMANCE.

3.1 Standard of Performance. Professional shall perform all services and prepare all work products required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Professional is engaged in the geographical area in which Professional practices its profession.

3.2 Assignment of Personnel. Professional shall assign only competent personnel to perform services pursuant to this Agreement. In the event that Agency, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Professional shall, immediately upon receiving notice from Agency of such desire of Agency, reassign such person or persons.

Section 4. COMPENSATION. Agency hereby agrees to pay Professional a sum not to exceed Twenty -five thousand dollars ($25,000), notwithstanding any contrary indications that may be contained in Professional’s proposal, for services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Professional’s proposal, attached as Exhibit A, regarding the amount of compensation, the Agreement shall prevail.

Professional and Agency acknowledge and agree that compensation paid by Agency to Professional under this Agreement is based upon Professional’s costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Professional. Consequently, the parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Professional and its employees, agents, and subcontractors may be eligible. Agency therefore has no responsibility for such contributions beyond compensation required under this Agreement. 147
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 2 of 10 ends

4.1 Invoices. Professional shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date, which describe the work performed by Professional.

Agency shall make monthly payments, based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred. Agency shall have thirty (30) days from the receipt of an invoice that complies with all of the requirements above to pay Professional.

4.4 Reimbursable Expenses. Reimbursable expenses are included in the total amount of compensation provided under this Agreement that shall not be exceeded.

4.5 Payment upon Termination. In the event that the Agency or Professional terminates this Agreement pursuant to Section 10, the Agency shall compensate the Professional for all outstanding costs and reimbursable expenses incurred for work satisfactorily completed as of the date of written notice of termination. Professional shall maintain adequate logs and timesheets in order to verify costs incurred to that date.

4.6 Authorization to Perform Services. The Professional is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.

Section 5. FACILITIES AND EQUIPMENT. Except as set forth herein, Professional shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. Agency shall make available to Professional only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein.

Section 6. INSURANCE REQUIREMENTS. Professional shall comply with the insurance requirements contained in Exhibit B and shall procure, at its own cost and expense all insurance coverages listed in Exhibit B before beginning any work under this Agreement.

Section 7. INDEMNIFICATION.

7.1 General Requirement. Professional shall indemnify, defend with counsel selected by the Agency, and hold harmless the Agency and its officials, officers, employees, agents, and volunteers from and against any and all losses, liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused, in whole or in part, by the willful misconduct or negligent acts or omissions of Professional or its employees, subcontractors, or agents, by acts for which they could be held strictly liable, or by the quality or character of their work. The foregoing obligation of Professional shall not apply when (1) the injury, loss of life, damage to property, or violation of law arises wholly from the negligence or willful misconduct of the Agency or its officers, employees, agents, or volunteers and (2) the actions of Professional or its employees, subcontractor, or agents have contributed in no part to the injury, loss of life, damage to property, or violation of law. It is understood that the duty of Professional to 148
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 3 of 10 ends

indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance by Agency of insurance certificates and endorsements required under this Agreement does not relieve Professional from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply to any damages or claims for damages whether or not such insurance policies shall have been determined to apply. By execution of this Agreement, Professional acknowledges and agrees to the provisions of this Section and that it is a material element of consideration.

7.2 PERS Indemnification. In the event that Professional or any employee, agent, or subcontractor of Professional providing services under this Agreement is determined by a court of competent jurisdiction or the California Public Employees Retirement System (“PERS”) to be eligible for enrollment in PERS as an employee of Agency, Professional shall indemnify, defend, and hold harmless Agency for the payment of any and all employee and/or employer contributions for PERS benefits on behalf of Professional or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of Agency, and any attorneys’ fees and costs incurred by the Agency to enforce this Section.

7.3 Design Professional. Notwithstanding Section 8.1 and 8.2, to the extent that the services under this Agreement include design professional services subject to California Civil Code Section 2782.8, as may be amended from time to time, Professional’s duty to indemnify shall only be to the maximum extent permitted by California Civil Code Section 2782.8.

Section 8. STATUS OF PROFESSIONAL.

8.1 Independent Contractor. At all times during the term of this Agreement, Professional shall be an independent contractor as defined in Labor Code Section 3353, and shall not be an employee of the Agency. Nothing contained in this Agreement shall be construed to be inconsistent with the foregoing relationship or status. Agency shall have the right to control Professional only insofar as the results of Professional's services rendered pursuant to this Agreement; however, otherwise Agency shall not have the right to control the means and methods by which Professional accomplishes services rendered pursuant to this Agreement. Professional shall have no power or authority by this Agreement to bind the Agency in any respect. All employees and agents hired or retained by Professional are employees and agents of Professional and not of the Agency. The Agency shall not be obligated in any way to pay any wage claims or other claims made against Professional by any such employees or agents, or any other person resulting from performance of this Agreement.

Notwithstanding any other Agency, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Professional and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by Agency, including but not limited to eligibility to enroll in 149
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 4 of 10 ends

PERS as an employee of Agency and entitlement to any contribution to be paid by Agency for employer contributions and/or employee contributions for PERS benefits. Professional shall not allow any employee, agent or subcontractor to become eligible for a claim for PERS benefits.

8.2 Professional Not an Agent. Except as Agency may specify in writing, Professional shall have no authority, express or implied, to act on behalf of Agency in any capacity.

Professional shall have no authority, express or implied, pursuant to this Agreement to bind Agency to any obligation whatsoever.

Section 9. LEGAL REQUIREMENTS.

9.1 Governing Law. The laws of the State of California shall govern this Agreement. Any legal action filed by the Parties with respect to this Agreement shall be filed in Monterey County, California.

9.2 Compliance with Applicable Laws. Professional and any subcontractors shall comply with all laws and regulations applicable to the performance of the work hereunder. Professional’s failure to comply with any law(s) or regulation(s) applicable to the performance of the work hereunder shall constitute a breach of contract.

9.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Professional and any subcontractors shall comply with all applicable rules and regulations to which Agency is bound by the terms of such fiscal assistance program.

9.4 Licenses and Permits. Professional represents and warrants to Agency that Professional and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Professional represents and warrants to Agency that Professional and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Professional and any subcontractors shall obtain and maintain a valid Business License from Agency during the term of this Agreement.

9.5 Nondiscrimination and Equal Opportunity. Professional shall not discriminate, on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Professional under this Agreement. Professional shall comply with all applicable federal, state, and local laws, policies, rules, and requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this 150
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 5 of 10 ends

Agreement, including but not limited to the satisfaction of any positive obligations required of Professional thereby. Professional shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator or this Agreement.

Section 10. TERMINATION AND MODIFICATION.

10.1 Termination. Agency may cancel this Agreement at any time and without cause upon written notification to Professional. Professional may cancel this Agreement upon sixty (60) days’ written notice to Agency and shall include in such notice the reasons for cancellation. In the event of termination, Professional shall be entitled to compensation for services performed to the effective date of termination; Agency, however, may condition payment of such compensation upon Professional delivering to Agency any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Professional or prepared by or for Professional or the Agency in connection with this Agreement.

10.2. Extension. Agency may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Section 2. Any such extension shall require a written amendment to this Agreement, as provided for herein. Professional understands and agrees that, if Agency grants such an extension, Agency shall have no obligation to provide Professional with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, Agency shall have no obligation to reimburse Professional for any otherwise reimbursable expenses incurred during the extension period.

10.3 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties.

10.4 Assignment and Subcontracting. Agency and Professional recognize and agree that this Agreement contemplates personal performance by Professional and is based upon a determination of Professional’s unique personal competence, experience, and specialized personal knowledge. Professional may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Professional shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator.

10.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between Agency and Professional shall survive the termination of this Agreement.

10.6 Options upon Breach by Professional. If Professional materially breaches any of the terms of this Agreement, Agency’s remedies shall include, but not be limited to, the following:
151
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 6 of 10 ends

10.6.1 Immediately terminate the Agreement;

10.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Professional pursuant to this Agreement;

10.6.3 Retain a different Professional to complete the work described in Exhibit A not finished by Professional; or

10.6.4 Charge Professional the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that Agency would have paid Professional pursuant to Section 4 if Professional had completed the work.

Section 11. KEEPING AND STATUS OF RECORDS.

11.1 Records Created as Part of Professional’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Professional prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the Agency. Professional hereby agrees to deliver those documents to the Agency upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the Agency and are not necessarily suitable for any future or other use. Agency and Professional agree that, until final approval by Agency, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both parties.

11.2 Professional’s Books and Records. Professional shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the Agency under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to the Professional pursuant to this Agreement.

11.3 Inspection and Audit of Records. Any records or documents that Section 11.2 of this Agreement requires Professional to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the Agency.

Section 12 MISCELLANEOUS PROVISIONS.

12.1 Attorneys’ Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to reasonable attorneys’ fees in addition to any other relief to which 152
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 7 of 10 ends

that party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose.

12.2 Venue. In the event that either party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Monterey or in the United States District Court for the Central District of California.

12.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement.

12.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.

12.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties.

12.6 Conflict of Interest. Professional may serve other clients, but none whose activities within the corporate limits of Agency or whose business, regardless of location, would place Professional in a “conflict of interest,” as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq.

Professional shall not employ any Agency official in the work performed pursuant to this Agreement. No officer or employee of Agency shall have any financial interest in this Agreement that would violate California Government Code Sections 1090 et seq.

Professional hereby warrants that it is not now, nor has it been in the previous twelve (12) months, an employee, agent, appointee, or official of the Agency. If Professional was an employee, agent, appointee, or official of the Agency in the previous twelve months, Professional warrants that it did not participate in any manner in the forming of this Agreement. Professional understands that, if this Agreement is made in violation of Government Code §1090 et.seq., the entire Agreement is void and Professional will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Professional will be required to reimburse the Agency for any sums paid to the Professional. Professional understands that, in addition to the foregoing, it may be subject to criminal prosecution for a violation of Government Code §1090 and, if applicable, will be disqualified from holding public office in the State of California.

12.7 Solicitation. Professional agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials. 153
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 8 of 10 ends

12.8 Contract Administration. This Agreement shall be administered by the Successor Agency Executive Director ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee.

12.9 Notices. Any written notice to Professional shall be sent to:
___RSG, Inc_________________________________________
____________________________________________
____________________________________________
Any written notice to Agency shall be sent to:

Vibeke Norgaard,
City Manager/Successor Agency Executive Director,
Connie Horca,
City Clerk/Successor Agency Secretary
1 Pendergrass Way,
Sand City, CA 93955

12.10 Professional Seal. Where applicable in the determination of the contract administrator or when required by law, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed professional responsible for the report/design preparation.

12.11 Integration. This Agreement, including the scope of work and compensation schedule attached hereto and incorporated herein as Exhibit A, and the insurance requirements attached hereto and incorporated herein as Exhibit B represents the entire and integrated agreement between Agency and Professional and supersedes all prior negotiations, representations, or agreements, either written or oral.

12.12 IRS Form W-9. Professional shall complete and submit Internal Revenue Service Form W-9 to the Agency before execution of this Agreement. The Agency’s Finance Director shall have authority to waive this requirement.

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year first set forth above, which date shall be considered by the Parties to be the effective date of this Agreement.

AGENCY OF SAND AGENCY PROFESSIONAL
____________________________ ______________________________ Vibeke Norgaard,
Successor Agency Executive Director
Date: ____________________ Date: ____________________
154
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 9 of 10 ends

Attest:
____________________________
Connie Horca, Agency Secretary/CityClerk
Date: ____________________
Approved as to Form:
____________________________
Adam Lindgren, Agency Attorney
Date: ____________________
155
Short Form Consulting Services Agreement between [11/6/22] Successor Agency of Sand Agency and RSG, Inc. Exhibit A

Page 10 of 10 ends

EXHIBIT A

CONSULTANTS PROPOSAL
.
156
November 7, 2022 Via Electronic Mail
Vibeke Norgaard, City Manager
Devon Lazzarino, Finance/HR Specialist

CITY OF SAND CITY / SAND CITY SUCCESSOR AGENCY
1 Pendergrass Way
Sand City, CA 93955
PROPOSAL — SUCCESSOR AGENCY CONSULTING SERVICES (ROPS 23-24 and PPA 21-22) Dear Ms. Norgaard and Ms. Lazzarino:

RSG, Inc. (“RSG”) is pleased to present this proposal to the City of Sand City (“City”) and Sand City Successor Agency (“Successor Agency”) to assist with the preparation of the Recognized Obligation Payment Schedule (“ROPS”) and general Successor Agency consulting services.

RSG began as one of the most recognized experts in redevelopment until its dissolution in 2012. Today, RSG remains a leader working with successor agencies on the administration of ROPS and Long Range Property Management Plan (“LRPMP”) disposition. Today we work for 30 successor agencies in California, which we believe is the most of any professional firm. In this capacity, we do everything from conduct cash balance audits, prepare Prior Period Adjustment forms, ROPS, ROPS amendments, meet and confer requests, and even serving as technical advisor on successor agency litigation against the state and on legislation to improve the Dissolution Act. We have fought on behalf of successor agencies against the state and been largely successful, resulting in clients getting more ROPS obligations approved and funded.

RSG has also served as fiscal consultant for over a dozen bond refundings in the past several years for successor agencies, resulting in savings and more benefits accruing to the cities and other taxing agencies.

Should you wish to discuss any of the information presented or how RSG can assist the City, I may be contacted directly over email at [email protected] or by phone at (714) 316-2120.

Suzy Kim, Director and Project Manager, may also be contacted at [email protected] or (714) 316-2116.
157
Vibeke Norgaard and Devon Lazzarino

CITY OF SAND CITY
November 7, 2022

Page 2 ends

If you wish to proceed, please e-mail a scanned a copy of this letter signed and dated below or send a contract in the City’s preferred format.

Respectfully,
Jim Simon, Principal Suzy Kim, Director
APPROVED AND AUTHORIZED TO PROCEED:

Signature:

Printed
Name:

Title:

Date:
158
1 SCOPE OF WORK
Task 1: Annual ROPS 23-24 and Administrative Budget
The Successor Agency must submit an Annual ROPS to the Countywide Oversight Board (“Oversight Board”) and California Department of Finance (“DOF”). RSG will assist the Successor Agency in completing the ROPS 23-24 that is due February 1, 2023 and responding to Oversight Board and DOF inquiries. Should the Successor Agency dispute DOF’s ROPS determination, RSG will assist in drafting a Meet and Confer request and is available to attend the meeting. The Successor Agency is allowed to amend the ROPS once during the Annual ROPS period. RSG can assist the Successor Agency if this need arises.

The Successor Agency must submit an annual administrative budget supporting the use of the annual administrative allowance permitted by law. RSG will assist in preparing the annual administrative budget for fiscal year 2023-24, which will be submitted along with the ROPS.

Task 2: Prior Period Adjustment 21-22
A Prior Period Adjustment (“PPA”) reporting the difference between payment amounts approved on the ROPS and actual payments is due by October 1 annually. RSG will assist with the PPA report of fiscal year 2021-22 expenses that is due October 1, 2023. This includes assisting the Successor Agency with providing any information requested by the County AuditorController.

Task 3: Attend Meetings as Necessary
RSG will make a staff member available to the Successor Agency should they need assistance at Successor Agency, Oversight Board, or DOF meetings. The proposed Fee Schedule accounts for one virtual Successor Agency Board (City Council) meeting, one in-person Countywide Oversight Board meeting, and one virtual meeting with DOF.

Task 4: RPTTF Distribution Review
RSG will review the County Auditor-Controller’s January and June Redevelopment Property Tax Trust Fund (“RPTTF”) distribution reports to ensure accuracy, including a review of the City shares of pass-through and Residual RPTTF payments that go to the City General Fund.

Task 5: Additional Administrative Services as Needed
RSG will assist the Successor Agency with any additional administrative tasks as they arise and respond to general inquiries from DOF and other interested parties. This may include assistance with the Oversight Board and DOF’s review of City loans to the former redevelopment agency or Successor Agency, including making a finding of legitimacy. RSG can also advise on and assist with LRPMP property disposition and navigating Surplus Land Act requirements.

Task 5 shall be billed on a time and materials basis pursuant to RSG’s fee schedule, up to the negotiated contract amount. Should additional services be necessary that exceed the contract budget, RSG will seek staff’s advance authorization and may require a contract amendment. 159
2 FEE SCHEDULE
RSG will complete consulting services on a time-and-materials basis, with a not to exceed amount of $25,000. Should services be necessary that exceed the contract budget, such as assistance with City loan disputes or complex cash balance reconciliation issues, RSG will seek staff’s advance authorization and may require a contract amendment.

Our Billing Rates are as follows:

Principal / Director $ 275
Senior Associate $ 200
Associate $ 185
Senior Analyst $ 150
Analyst $ 135
Research Assistant $ 125
Technician $ 80
Clerical $ 60

Reimbursable Expenses Cost plus 10%
RSG does not charge clients for travel or mileage (except direct costs related to field work/surveys), parking, standard telephone/fax expenses, general postage, or incidental copies. However, we do charge for messenger services, overnight shipping/express mail costs and teleconferencing services. We also charge for copies of reports, documents, notices, and support material more than five (5) copies. These costs are charged back at the actual expense plus a 10% surcharge.

RSG issues monthly invoices payable upon receipt, unless otherwise agreed upon in advance.

Invoices identify tasks completed to date, hours expended and the hourly rate. 160
3 COMPANY INFORMATION
RSG is a creatively charged counterpart to the State of California (“State”) public agencies. We work with the people responsible for creating vibrant places to accomplish their goals. The inspired leaders at RSG create stronger communities capable of achieving bolder futures by bringing four decades of native knowledge to each engagement. As diverse as the agencies we work with, our services span economic development, real estate, fiscal health, and housing initiatives.

RSG is a State-based, Subchapter “S” corporation. Founded in 1979, the firm provides a wide array of community development consulting services to local government organizations and private entities. The firm is managed by principals Jim Simon and Tara Matthews. Our corporate headquarters are in Irvine, with additional offices in Vista and Berkeley.

RSG’s federal taxpayer identification number is 95-343-5849 and state taxpayer identification number is 27600915. RSG is also a State certified Small Business Enterprise (SBE - 2006876 DGS).

MISSION STATEMENT
RSG creates solutions to enhance communities' physical, economic, and social future.

CORE VALUES
Our core values define who we are as people and the standards by which we provide service to our clients.
161
4 FIRM EXPERIENCE
For RSG, Fiscal Health is about more than just numbers – it’s about community livelihood.

Think of fiscal health as the oxygen of a community. A local government with a robust fiscal health is able to fully function to meet the needs of its residents and businesses, while on struggling must meet the same demands but with limited capability.

Either way, RSG strives to add clarity when performing our fiscal health services. Our staff recognizes value in presenting financial data that is not only accurate, but insightful to decision makers, be they investors in municipal financings, elected officials weighing the consequences in the policy choices available, or the public seeking transparency in a complex manner in which local services are funded.

Communities need to be served by their local government as this is not just a luxury, it is a right. Having worked with a variety of communities, we see those that suffer from a lack of resources strive to rise above their circumstances and find resolution. Underprivileged cities lack the financial resources required to help build and sustain communities capable of offering their residents amenities like municipal services, senior services, economic development programs and affordable housing, among other basic needs. Through our fiscal health services, we strive to pave the way for those communities and help them obtain access to the same services as communities who do not face those same struggles. Our overall goal is to help empower Cities by providing them with the tools they need to help their communities thrive and have access to the resources needed to secure sustainability and quality of life.

EFFECTIVE REDEVELOPMENT DISSOLUTION
With our extensive and deep background in redevelopment, RSG is proud that we are trusted advisors to more successor agencies than any other firm in the state. In this capacity, we work as an efficient extension of staff, providing technical, management, and administrative services. This includes preparation of PPAs and ROPS, as well as staff reports, resolutions, cash flow statements, and presentation material. We often present these items to decision makers on behalf of clients, making the burdensome and often confusing process easier on a finance department. In addition to efficiency, we also offer a wide variety of expertise in working with so many agencies enabling RSG to provide insights and suggestions to meeting a successor agency’s specific and often unique needs effectively.

HELPING SECURE FINANCING
Often as an extension of our expertise with tax increment financing and successor agencies, RSG performs fiscal consulting and continuing disclosure services for many of our clients.

Since 1979, RSG has served as an independent fiscal consultant on over 235 tax allocation bonds and similar financings, representing over $5.8 billion in debt issued or refunded.

As one of our founders Kathy Rosenow once said, “Anyone with a computer can prepare revenue projections”. We are experienced in preparing tax increment revenue projections that delineate taxing agency payments, administrative costs, project funds, and bonding capacity.

RSG knows the nuances and importance of each assumption and variable. That can make a big difference when it comes to sizing a bond and getting the best interest rate and reducing costs of issuance.
162
5 After bonds are issued, RSG prepares continuing disclosure reports on behalf of our clients.

Given our familiarity with the underlying data sources and required components, RSG can cost effectively ensure compliance with your financial reporting requirements. RSG also acts as a Dissemination Agent, posting the Annual Report for the FY and if needed, filing a notice of significant events to the Electronic Municipal Market Access database.

STUDYING FISCAL IMPACTS
Fiscal stability is one of the key drivers for revenue and expenses available to communities.

The road to achieving financial efficiency often starts with fiscal impact analysis and forecasting, be it for a city, a department or division, or a specific development project. RSG’s financial projection services have been used to develop long-range fiscal studies to ensure that the General Plan build out is economically feasible, develop short-and-long range budget forecasts, and develop program strategies.

Fiscal impact analyses are used to inform communities about the implications of discretionary approvals of development proposals, provide a data-driven foundation for incentivizing investment when necessary, as well as empower decision makers to have a basis for community benefit negotiations, often needed more than ever to mitigate gentrification risks.

Our models allow the public and private sector to collaborate on viable solutions where needed beyond the ribbon cutting.

EXPANDING FINANCIAL CAPACITY
Because not all communities enjoy the benefits of a robust economy all the time, RSG is asked to assist in finding new sources of financing for projects and entice more private investment into communities. RSG can also identify potential financing and funding sources for various projects and programs that need to be implemented. These activities include identifying and researching the feasibility of obtaining grants, creating programs and incentives for local investment, and negotiating and devising public-private partnerships.

Finally, RSG helps our clients understand today’s “alphabet soup” of tax increment financing options: EIFD, CRIA, AHA, NIFTI, and others to ascertain which of these is right for your community. We prepare feasibility studies to estimate the potential capacity, costs, and benefits, while showcasing the need for critical partnerships with other taxing agencies to make these resources more bountiful. We draw upon our 4 decades of experience in tax increment financing plus expertise in the current financing tools to help you decide which of these may best fit your communities’ needs.

PREPARING MUNICIPAL SERVICE REVIEWS AND SPECIAL STUDIES RSG has provided cutting-edge solutions for local government agencies, including outsourcing, shared service studies, and long-range fiscal planning. We have helped LAFCOs develop policies for island annexations and have worked with cities on crafting a viable path in delivering services to areas in their sphere of influence. We have helped cities understand how they need to restructure the services they deliver, and the manner in which they evaluate how they will take discretionary actions in the future. With our assistance, our clients have been able to instill more fiscal discipline at all levels of their organization, become more effective, and have staff engaged in identifying solutions that meet the strategic needs of their community.
163
6 Throughout various project engagements, we have both participated in and observed how MSRs have unfolded, including changes to the MSR statute and how LAFCOs have implemented MSRs in a variety of manners. In some situations, a lack of growth pressure or lack of significant changes in service levels do not warrant an extensive review and a “checklist” approach is sufficient to reaffirm an existing SOI. In other situations, a comprehensive, indepth analysis of demographic trends, financial data, infrastructure capacity/conditions, rate structures, service extension barriers for “disadvantaged unincorporated communities,” and shared service delivery alternatives is warranted to lay the groundwork for SOI updates and/or imminent changes of (re)organization. And in other situations, there may be a political minefield and the MSR is a necessary tool that allows LAFCO to play independent facilitator and evaluator and bring parties together around common data and agreement points.

EVALUATING REORGANIZATION, ANNEXATION OR INCORPORATION PROPOSALS Occasionally, how communities deliver services goes beyond the capacity of the agencies responsible for those services today, and local government and LAFCOs engage RSG to assist in the independent review of the fiscal and operational implications of proposals to annex, incorporate or reorganize local agencies. RSG has significant experience in providing extensive analysis of the potential municipal impacts associated with annexation and reorganization.

RSG first seeks to understand the merits of the primary assumptions behind the prospect.

Second, RSG reviews the major cost areas that are not a revenue offset, outlining more realistic approaches to projecting these costs. We conclude the study with final suggestions obtained from conducting a preliminary review of the costs and benefits associated with annexing or reorganizing.

RSG’s work products have led to many successful changes in local agency organization and withstood scrutiny of the public, decision makers, and even the State Controller.

CURRENT LIST OF RSG’S SUCCESSOR AGENCY CLIENTS (AS OF NOVEMBER 2022) Apple Valley
Atwater
Avalon
Camarillo
Carson
Chula Vista
Cloverdale
Coalinga
El Monte
Firebaugh
Fountain Valley
Hemet
Hercules
Hesperia
Irwindale
Murrieta
Orange Cove
Oroville
Parlier
Pico Rivera
Pleasant Hill
Port Hueneme
Ridgecrest
San Carlos
San Joaquin
San Juan Capistrano
San Pablo
South Gate
South San Francisco
Tulare (City)
164
7 PERSONNEL EXPERIENCE
The staff at RSG strives to be trusted advisors to our clients, providing them with essential data and guidance. At the root of our services is the innate desire of our staff members to seek answers, and in every engagement, our clients’ questions become our own. What should we do? How do we get there? What is best for our community? Our staff’s problem-solving skills are products of training and experience, but it is also our tenacious desire to unearth practical solutions that pervades our corporate conscience.

RSG dedicates a Principal to each project assignment and creates a core group of project managers and staff who work on the individual assignments on a consistent basis throughout all stages of the contract engagement. Our staff is focused, committed, and passionate about the work we do. We conduct our engagements around our Core Values and are proud of it.

We pride ourselves on our ability to appropriately allocate our time and resources to ensure that a project is completed on time and within budget.

This engagement would be led by Jim Simon, Principal-in-Charge. Jim would be assisted by Suzy Kim, Director and Project Manager. Ms. Kim manages RSG’s Successor Agency product line and has personally overseen ROPS preparation for over 15 clients since dissolution.

Additional RSG staff may be assigned as needed. Resumes are included on the following pages.
165

JIM SIMON
Principal & President
714.316.2120
[email protected]
www.webrsg.com | 17872 Gillette Ave., Suite 350, Irvine CA 92614 | 714.541.4585

PROFILE
“With determination and
imagination, I serve myself
and others to discover our
capacity for what is possible
by designing solutions for a
complex world so we can
cherish and nurture our
communities.”

OUT & ABOUT
CALED 40 at 40 Honoree for
contributions to California
Economic Development
Co-Chair, CALED EDFRE
Technical Committee
Member, CALED Legislative
Committee
“Business Retention and
Attraction” – Advanced
Certification Program
Instructor (CALED)
“Community Economic
Development” – Keys
Program
Housing California

ABOUT JIM
Inspired to improve the Golden State in his work, Jim delivers intelligence, innovation, and passion to projects requiring his unparalleled expertise in fiscal health, real estate, and economic development. For over 30 years, Jim is proud to have led projects that have resulted in the investment of over $10 billion in private and public capital, transforming cities and communities across California.

As President of RSG, Jim is helping to shape the next generation of the firm’s legacy - leading RSG’s team of inspired, creative and insightful consultants that serve over 100 communities each year.

EDUCATION
Jim joined RSG in 1991 and has served as a Principal and shareholder since 2001.

He received a BA in Business Administration with a concentration in entrepreneurial management from California State University, Fullerton.

In 2014, Jim was selected as an Advisory Board member of the California Association for Local Economic Development, where he serves as Co-Chair of CALED’s Economic Development, Real Estate and Finance technical committee.

Jim is also an Advisory member of the Legislative Committee for the California Association of LAFCOs (CALAFCO), and active in other professional organizations including NAIOP, ICSC, NPH, and SCANPH.

RECENT ENGAGEMENTS
Evaluated development proposals for the acquisition and development on behalf of the City and County of Los Angeles for the mixed used, mixed income redevelopment of the West LA Courthouse and Civic Center.

Negotiated terms and conditions for the redevelopment of affordable housing infill projects in South Gate, Pleasant Hill, Goleta, and San Carlos.

Led acquisition, financing, and redevelopment of a 4-acre Brownfield in San Carlos resulting in development of a 200-room upper midscale hotel and a 120% internal rate of return on the City’s investment.

Oversaw acquisition and disposition of housing authority and housing successor assets in South Gate, including the surplus land act purchase of a 1 acre site from the LA County Office of Education.
166

SUZY KIM
Director
714.316.2116
[email protected]
www.webrsg.com | 17872 Gillette Ave., Suite 350, Irvine CA 92614 | 714.541.4585

PROFILE
“I value the close
relationships I develop with
clients while creating
solutions driven by a genuine
interest in improving our
communities.”

OUT & ABOUT
California Community
Economic Development
Association
Association of California Cities
Orange County (ACCOC)
Orange County Business
Council
California Association for
Local Economic Development
Non-Profit Housing
Association of Northern
California
Housing California
San Diego Housing Federation

ABOUT SUZY
Since joining RSG in 2006, Suzy has collaborated with over 80 jurisdictions throughout California, from rural unincorporated areas to large coastal cities. She has a broad range of expertise; her work ranges from creating economic development strategies, implementing loan programs to assist low-income homeowners, underwriting affordable housing financing requests, marketing City properties to meet placemaking goals, and monitoring the fiscal health of public funds.

Suzy is a talented project manager who prides herself on producing quality work for clients that responds to the unique needs of each project. She challenges herself to constantly evolve and learn from the diverse range of projects we have the privilege of working on at RSG.

EDUCATION
Suzy joined RSG in 2006. She received a dual BA in Sociology and Asian American Studies from Scripps College, and a Master of Urban and Regional Planning from the University of California, Irvine. Suzy anchors RSG’s Berkeley office and has worked from the Bay Area since 2009.

RECENT ENGAGEMENTS
Lead property disposition efforts for Merced, Pinole, Pleasant Hill, and Tulare city-owned properties subject to surplus lands, housing successor, and redevelopment dissolution requirements. Advised on navigating multiple complex legal requirements while listing properties for sale, soliciting offers, and negotiating sales agreements.

Served as Fiscal Consultant for bond refundings throughout California, most recently in Hercules, Galt, and Apple Valley.

Has consulted over 15 successor agencies throughout California with redevelopment dissolution activities. Prepares ROPS, administrative budgets, cash flow projections, and property disposition documents. Regularly consults with State, County, and taxing agencies on behalf of Successor Agencies and Oversight Boards.

Served as a technical expert on legislative efforts involving successor agencies.

Have drafted legislation and participated in committee hearings for bills on behalf of the Cities of Hercules, South San Francisco, and San Joaquin. 167
10 RELEVANT PROJECT DESCRIPTIONS AND REFERENCES
CITY LOAN REPAYMENT AND SUCCESSOR AGENCY SERVICES – SAN PABLO SUCCESSOR AGENCY
In 2021, RSG was retained by the City of San Pablo Successor Agency to prepare an analysis requested by the Department of Finance in an effort to appeal to the DOF’s rejection of a $1.9 million city advance for incorrect determinations on past ROPS by the DOF. In reviewing ROPS 21-22, DOF denied the Successor Agency’s loan repayment, which set the stage for a new attempt for ROPS 22-23.

The Successor Agency has 27 separate funds and RSG had to go back and analyze trial balances, DOF determinations, RPTTF records, and other information in order to trace the reason(s) for the loan. This led to RSG reaching the conclusion that the DOF itself was at fault and provided documentation to support this. Despite the facts provided, the DOF initially denied the loan during their initial review in April 2022, which led to RSG drafting and leading the discussion in the meet and confer in which we reiterated the position of the Successor Agency and facts of the matter. In May 2022, the Successor Agency received approval for this funding and the loan will be repaid beginning on ROPS 22-23.

During this process, RSG also assisted the Successor Agency with the PPA for 19-20 and preparation of the ROPS itself. RSG is now under contract with the Successor Agency to take over administration of the ROPS beginning in 2022-23.

Contact: Norm Veloso, Director of Finance
(510) 215-3021 / [email protected]
CITY LOAN REPAYMENT LITIGATION/LEGISLATON AND SUCCESSOR AGENCY SERVICES –

HERCULES SUCCESSOR AGENCY
The Hercules Successor Agency engaged RSG in 2016 to assist with a dispute over the repayment of a 2011 City advance that was made to avoid defaulting on redevelopment agency bonds. RSG reviewed documents to trace agency financial activity, responded to DOF inquires on a Due Diligence Review, and managed the meet and confer process. DOF ultimately denied repayment of the City advance. Hercules filed litigation against DOF and later negotiated a settlement agreement. The City was eventually repaid through special legislation that made a one-time State Budget allocation to offset the lost revenues resulting from DOF’s denial. RSG assisted with the litigation and legislative efforts with State Senator Nancy Skinner and Assemblymember Buffy Wicks.

Contact: Edwin Gato, Finance Director
(510) 799-8222 / [email protected]
168
11 SUCCESSOR AGENCY ADMINISTRATIVE SERVICES – SOUTH SAN FRANCISCO SUCCESSOR AGENCY
RSG has provided the South San Francisco Successor Agency with post-redevelopment administrative and financial support services since 2018. Services include preparation of the PPA, the annual ROPS, and the Amended ROPS when needed. As part of these activities, RSG reviews cash balances and prior year payments of enforceable obligations, prepares the administrative budget, prepares staff reports and resolutions for meetings, and coordinates with the Countywide Oversight Board, County Auditor-Controller, and the Department of Finance with respect to review and inquiries regarding these documents.

South San Francisco’s primary enforceable obligation is a complex Disposition and Development Agreement (DDA) to redevelop a former landfill with a life science complex and public open space. RSG coordinates with the City Manager, Economic and Community Development Director, Public Works Director, Finance Director, and consultants to determine construction costs eligible for payment on the ROPS. The cash balance form accounts for a special escrow account used to pay DDA-related costs.

Contact: Nell Selander, Director of Economic and Community Development (650) 829-6613 / [email protected]
169

EXHIBIT B
Insurance Requirements
Before beginning any work under this Agreement, Professional, at its own cost and expense, shall procure "occurrence coverage" insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Professional and its agents, representatives, employees, and subcontractors. Professional shall provide proof satisfactory to Agency of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects to the Agency. Professional shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Professional's bid. Professional shall not allow any subcontractor to commence work on any subcontract until Professional has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to Agency. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Professional shall maintain all required insurance listed herein for the duration of this Agreement.

1. Workers’ Compensation. Professional shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Professional. The Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident. In the alternative, Professional may rely on a self-insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or the Professional, if a program of self-insurance is provided, shall waive all rights of subrogation against the Agency and its officers, officials, employees, and volunteers for loss arising from work performed under this Agreement.

An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the Agency. Professional shall notify Agency within fourteen (14) days of notification from Professional’s insurer if such coverage is suspended, voided or reduced in coverage or in limits.

The requirement to maintain Statutory Worker’s Compensation and Employer’s Liability Insurance may be waived by the Agency upon written verification that Professional does not have any employees.

2. Commercial General and Automobile Liability Insurance.

2.1 General requirements. Professional, at its own cost and expense, shall maintain commercial general liability insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) and automobile liability insurance for the term of this Agreement in an amount not less than ONE MILLION 170

DOLLARS ($1,000,000.00). The commercial general liability and automobile liability insurance shall be per occurrence, combined single limit coverage for risks associated with the work contemplated by this Agreement. If a commercial general liability insurance or an automobile liability form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement, including the use of owned and nonowned automobiles.

2.2 Minimum scope of coverage. Commercial general liability coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (most recent edition) covering comprehensive General Liability on an “occurrence” basis. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 (most recent edition), Code 1 (any auto). No endorsement shall be attached limiting the coverage.

2.3 Additional requirements. Each of the following shall be included in the insurance coverage or added as an endorsement to the policy:
a. Agency and its officers, employees, agents, and volunteers shall be covered as additional insureds with respect to each of the following:
liability arising out of activities performed by or on behalf of Professional, including the insured’s general supervision of Professional; products and completed operations of Professional; premises owned, occupied, or used by Professional; and automobiles owned, leased, or used by the Professional. The coverage shall contain no special limitations on the scope of protection afforded to Agency or its officers, employees, agents, or volunteers.
b. The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
c. An endorsement must state that coverage is primary insurance with respect to the Agency and its officers, officials, employees and volunteers, and that no insurance or self-insurance maintained by the Agency shall be called upon to contribute to a loss under the coverage. d. Any failure of Professional to comply with reporting provisions of the policy shall not affect coverage provided to Agency and its officers, employees, agents, and volunteers.
e. An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior written notice by certified mail, return receipt 171

requested, has been given to the Agency. Professional shall notify Agency within fourteen (14) days of notification from Professional’s insurer if such coverage is suspended, voided or reduced in coverage or in limits.

3. Professional Liability Insurance. Professional, at its own cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing work pursuant to this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000) covering the licensed professionals’ errors and omissions.

3.1 Any deductible or self-insured retention shall not exceed $150,000 per claim.

3.2 An endorsement shall state that coverage shall not be suspended, voided, canceled by either party, or reduced in coverage or in limits, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the Agency.

3.3 The following provisions shall apply if the professional liability coverages are written on a claims-made form:
a. The retroactive date of the policy must be shown and must be before the date of the Agreement.
b. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the Agreement or the work, so long as commercially available at reasonable rates. c. If coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the date of this Agreement, Professional must provide extended reporting coverage for a minimum of five (5) years after completion of the Agreement or the work. The Agency shall have the right to exercise, at the Professional’s sole cost and expense, any extended reporting provisions of the policy, if the Professional cancels or does not renew the coverage. d. A copy of the claim reporting requirements must be submitted to the Agency prior to the commencement of any work under this Agreement.

4. All Policies Requirements.

4.1 Acceptability of insurers. All insurance required by this section is to be placed with insurers with a Bests' rating of no less than A:VII.

4.2 Verification of coverage. Prior to beginning any work under this Agreement, Professional shall furnish Agency with certificates of insurance and with original endorsements effecting coverage required herein. The certificates and endorsements for each insurance policy are to be signed by a person authorized 172

by that insurer to bind coverage on its behalf. The Agency reserves the right to require complete, certified copies of all required insurance policies, at any time.

4.3 Subcontractors. Professional shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

4.4 Deductibles and Self-Insured Retentions. Professional shall disclose to and obtain the approval of Agency for the self-insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement.

During the period covered by this Agreement, only upon the prior express written authorization of Contract Administrator, Professional may increase such deductibles or self-insured retentions with respect to Agency, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Professional procure a bond, guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them.

4.5 Waiver of Subrogation. Professional hereby agrees to waive subrogation which any insurer or contractor may require from vendor by virtue of the payment of any loss. Consultant agrees to obtain any endorsements that may be necessary to effect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the entity for all work performed by the Professional, its employees, agents, and subcontractors.

4.6 Notice of Reduction in Coverage. In the event that any coverage required by this section is reduced, limited, or materially affected in any other manner, Professional shall provide written notice to Agency at Professional’s earliest possible opportunity and in no case later than five (5) days after Professional is notified of the change in coverage.

5. Remedies. In addition to any other remedies Agency may have if Professional fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, Agency may, at its sole option exercise any of the following remedies, which are alternatives to other remedies Agency may have and are not the exclusive remedy for Professional’s breach:
 Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement;
 Order Professional to stop work under this Agreement or withhold any payment that becomes due to Professional hereunder, or both stop work and withhold any payment, until Professional demonstrates compliance with the requirements hereof; and/or  Terminate this Agreement.
173

174

175

176

5189021.1
177

AGENDA ITEM
10D.

Consideration and Approval of City
RESOLUTION Authorizing the Award of a
Contract for the West Bay Street Coastal
Access Repair Project in Sand City,
California to Monterey Peninsula
Engineering, Inc.
178
City of Sand City
Memorandum
TO: Mayor and City Council
FROM: Vibeke Norgaard, City Manager,
Leon Gomez, City Engineer
DATE: November 9, 2022 (For meeting November 15, 2022)
SUBJECT: Award of a Construction Contract for the West Bay Street Coastal Access Repair Project
______________________________________________________________________ Background
The West Bay Street Coastal Access Repair Project (the Project) includes the demolition, repair and rehabilitation of a concrete observation platform, decorative boulders, benches, signs, wooden boardwalks, bike rack, pet station, salvage and replace decorative paving elements and other features, new asphalt pavement, concrete curbs and gutters, storm drain catch basin, storm drain basin, storm drain pipes, small storm water infiltration chamber system, and striping.

On April 15, 2005, the California Coastal Commission approved Coastal Development Permit (CDP) A-3-SNC-06-010 and approved subsequent amendments to construct the Sand City Water Supply Project (SCWSP) that included the construction of a desalination facility and potable water distribution system. The CDP contained the following condition:

Condition 2.Final Plans a. Prior to Issuance of the Permit The final plans… (3) must show an improved vertical access at or near the end of Tioga Avenue or another comparable access improvement in the project vicinity, specified in or similar to the one in the LCP, to be installed concurrently with the project.

At the time, the City evaluated the possibility of constructing improvements at the end of Tioga Avenue. However, due to the significant difference in elevation between the end of Tioga Avenue and the coast, the City determined that it was not economically feasible to provide improved vertical access at this location and instead elected to improve West Bay Street which was nearer to the elevation of the coast.

In late 2009, the City released plans and specifications for the Coastal Access Improvements Bay Avenue and Vista Del Mar Project, which included the rehabilitation of West Bay Street from Sand Dunes Drive to its western end, the construction of a concrete observation platform and a stairway for beach access to the north along Vista 179
Del Mar. The City awarded a construction contract and the project was constructed in 2010 resulting in significantly improved public access to the coast at the end of West Bay Street and therefore satisfied condition 2 (3) in the CDP noted above.

Due to previous winter storms, the observation platform and the small storm drain infiltration system at the end of West Bay Street were damaged. In order to remain in compliance with condition 2 of the CDP noted above, the City worked to develop a project that would repair and/or rehabilitate these features. This required the following:
• Mapping of sensitive biological resources. Due to variations in shifting sand dunes and environmental conditions, sensitive plants and animals were surveyed in order to identify their locations relative to the proposed improvements. • Coordination with Monterey One Water to ensure the proposed improvements would not impact facilities or access associated with the sewer pump station at the end of West Bay Street.
• Coordination with California American Water to ensure the proposed improvements would not impact the existing intake wells, feed and concentrate water lines and appurtenances associated with the Sand City Water Supply Project and desalination facility.
• Coordination with the Regional Water Quality Control Board (RWQCB) to determine if certain storm water requirements were applicable to the project. • Infiltration testing performed by a geotechnical engineer to support the design of a new storm water infiltration system.
• Utility mapping based on record information provided by Monterey One Water for the pump station on West Bay St., California American Water, and the City of Seaside.
• Coordination with California State Parks in order to obtain a Right of Entry (ROE) permit to perform necessary work within their property.

Public Bidding Process
On October 12, 2022, the Project was advertised for public bidding which included advertising the Project in the Monterey Herald and posting it on the City’s website. On October 20, 2022, a pre-bid conference was held during which time interested bidders were provided the opportunity to walk the site, ask questions, and review the bid documents. Between October 31 and November 2, 2022, the City released a total of 3 addendums that extended the bid opening date and responded to questions from interested bidders. On November 4, 2022, a bid opening was held at City Hall and a total of 5 sealed bids were received for the Project as summarized below:

Bidder Total Bid Amount:

1. Anderson Pacific, Inc., Santa Clara, CA $358,185.00

2. The Don Chapin Company, Salinas, CA $325,523.00
180

3. Coastal Paving & Excavation, Monterey, CA $470,000.00

4. Kraemer Engineering, Inc., Salinas, CA $268,518.92*

5. Monterey Peninsula Engineering, Marina, CA $261,894.00** Bid Corrections
*The bid proposal received from Kraemer Engineering, Inc. during the bid opening listed $263,816.92. However, upon verification from the city engineer there was an error in the bidder’s addition and the bid has been corrected to reflect the $268,518.92 amount shown above.
**The bid proposal received from Monterey Peninsula Engineering, Inc. contained a minor discrepancy as their numeric bid amount was listed as $261,894 but was written out in words as “Two hundred sixty four thousand and eight hundred ninety four dollars” (i.e. $264,894). Upon verification by the city engineer in totaling their bid prices, the numeric bid value of $261,894.00 was confirmed, therefore making MPE the apparent low bidder. The specifications allow for the City to waive minor irregularities in bids received and City staff considers this to be a minor irregularity. To date, the city engineer has reviewed the complete bid proposal package submitted by MPE and considers them to be the lowest responsive and responsible bidder.

The City Engineer’s Opinion of Probable Construction Cost for the Project was $255,000. If a construction contract is awarded, City staff would work to obtain the required bonds, proof of insurance, and other supporting documents from the lowest responsible bidder in order to execute the contract for the work. Prior to starting construction, a pre-construction meeting will be scheduled.

FISCAL IMPACT:

If the City were to award the contract, this action would require that the budget be amended to reflect the above, including possibly transferring the revenue surplus from prior fiscal years from the City’s LAIF fund back into the general fund.

CEQA:

The Project was evaluated by the City and determined to be categorical exempt based on guideline sections 15301(c)-Existing Facilities, 15302-Replacement/Reconstruction, and 15308-protection of the environment. The City filed a Notice of Exemption (NOE) for the Project on February 1, 2022 with the Monterey County Recorder’s office.

RECOMMENDATION:

It is recommended that the City Council adopt the attached resolution.

ALTERNATIVES:
181

1. City Council could reject all bids and postpone the construction of the project. This alternative is not recommended as postponing the Project would not satisfy condition 2 (3) of the CDP for the SCWSP as noted above.

2. City Council could direct staff to reduce the scope of the project by removing specific bid items as identified in the bid proposal and re-bid the project. This alternative is not recommended as any reduction in the scope of work might result in the Project not satisfying condition 2 (3) of the CDP for the SCWSP as noted above.

ATTACHMENTS:

Exhibit A: Project Bid Plans
Exhibit B: Resolution
182
WEST BAY ST STATE ROUTE 1 ORTIZ AVENUE
MAR VISTA DR MONTEREY BAY CITY LIMIT C4.0 MONTEREY ONE WATER PUMP STATION SAND DUNES DRIVE GENERAL MAP SHEET INDEX PROJECT TEAM ABBREVIATIONS LEGEND LOCATION MAP COVER SHEET PROJECT DESCRIPTION REPAIR AND REHABILITATION OF EXISTING STREET INFRASTRUCTURE INCLUDING A CONCRETE OBSERVATION PLATFORM, BENCHES, SIGNAGE, WOODEN BOARDWALKS, ASPHALT PAVEMENT, CONCRETE CURB AND GUTTER, STORM DRAIN INLET AND INFILTRATION SYSTEM, AND MINOR GRADING TO RESTORE COASTAL ACCESS TO THE PUBLIC. 1200673001 450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 C1.0 SCALE: 1"=100' R/WFOC BOC FENCE ELEC GAS SD SEWER WATER EXISTING PROPOSED FOC BOC GUTTER SD SEWER WATER SYMBOLS SEWER MANHOLE SD MANHOLE GRATE INLET METAL POST BOLLARD FEED CONCENTRATE OWNER CIVIL ENGINEER LANDSCAPE ARCHITECT BIOLOGIST SURVEY CITY OF SAND CITY 1 PENDERGRASS WAY SAND CITY, CA 93955 VIBEKE NORGAARD, ACTING CITY MANAGER TEL. 831-394-3054 HARRIS & ASSOCIATES 450 LINCOLN AVE, SUITE 103 SALINAS, CA 93901 LEON GOMEZ, P.E., CITY ENGINEER TEL. 831-789-8670 BFS LANDSCAPE ARCHITECTS 425 PACIFIC STREET, SUITE 201 MONTEREY, CA 93940 MIKE BELLINGER TEL. 831-646-1383 DENISE DUFFY & ASSOCIATES 947 CASS STREET, SUITE 5 MONTEREY, CA 93940 JOSH HARWAYNE TEL. 831-373-4341 POLARIS LAND SURVEYING P.O. BOX 1378 CARMEL VALLEY, CA 93924 LYNN A. KOVACH, PLS TEL. 831-659-9564 SHEET NO. DRAWING NO.TITLE C1.0 COVER SHEET C2.0 GENERAL NOTES C3.0 C4.0 WEST BAY STREET SITE PLAN & GRADING C5.0 C5.1 C6.0 WEST BAY STREET STRIPING PLAN C7.0 DEMO & PRESERVATION PLAN L2.0 CONSTRUCTION PLAN PLANTING PLAN L1.0 L3.0 LAYOUT PLAN L4.0 12345678LANDSCAPE PLANS 13141512 WEST BAY STREET DEMOLITION PLAN CONSTRUCTION DETAILS L5.0 WEST BAY STREET DRAINAGE PLAN WEST BAY STREET DRAINAGE DETAILS CONSTRUCTION DETAILS CIVIL PLANS 11 ABACBCBEG BFP BLDG BMP B0BOW CBCG&S CLCOCONC COR C.O.S. CRDI DWDWG ECEMEPER(E) (F) FCFFFGFHFLGBGRT HGL HL ICV INV JPJTLLIDLLLPLS AGGREGATE BASE ASPHALT CONCRETE BEGINNING OF CURVE BEGIN BACK FLOW PREVENTER BUILDING BEST MANAGEMENT PRACTICE BLOW OFF VALVE BACK OF WALK CATCH BASIN CURB, GUTTER, & SIDEWALK CENTERLINE CLEAN OUT CONCRETE CORNER CITY OF SEASIDE CROWN DROP INLET/DITCH INLET DRIVEWAY DRAWING END OF CURVE EASEMENT EDGE OF PAVEMENT END OF RETURN EXISTING FUTURE FACE OF CURB FINISH FLOOR FINISH GRADE FIRE HYDRANT FLOW LINE GRADE BREAK GRATE HYDRAULIC GRADE LINE HINGE LINE IRRIGATION CONTROL VALVE INVERT JOINT POLE JOINT TRENCH LENGTH LOW IMPACT DEVELOPMENT LOT LINE LOW POINT LANDSCAPE MAX MID MIN MRSWMP NGNPDES OBOHPCC PCR PLPRC PTPUE PVC RCP ROW SBSCSWCP SCSD SDMH SLB S.L.D. SOSSSSMH STA STD TBTBR TC MAXIMUM MIDDLE MINIMUM MONTEREY REGIONAL STORMWATER MANAGEMENT PROGRAM NATURAL GROUND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM OVERBUILD OVERHEAD ELECTRIC PORTLAND CEMENT CONCRETE POST-CONSTRUCTION REQUIREMENTS PROPERTY LINE POINT OF RETURN CURVE POINT OF TANGENCY PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE RIGHT OF WAY SOUND BARRIER SAW CUT STORMWATER CONTROL PLAN SEASIDE COUNTY SANITATION DISTRICT STORM DRAIN MANHOLE SLAB SEE LANDSCAPE DRAWINGS SIDE OPENINGS SANITARY SEWER SANITARY SEWER MANHOLE STATION STANDARD TOP OF BANK TO BE REMOVED TOP OF CURB TI TWTYP UGUTWWV TRAFFIC INDEX TOP OF WALL TYPICAL UNDERGROUND GAS UNDERGROUND TELEPHONE WATER WATER VALVE CONTRACTOR MUST POTHOLE ALL EXISTING UTILITIES AS FIRST ORDER OF WORK PRIOR TO CONSTRUCTION OF PROPOSED IMPROVEMENTS. C7.1 9 CONSTRUCTION DETAILS WEST BAY ST. COASTAL ACCESS CITY OF SAND CITY, MONTEREY COUNTY, CALIFORNIA PROJECT NO. 1200673001 JUNE 2022 100% SUBMITTAL REPAIR PROJECT C5.2 WEST BAY STREET DRAINAGE DETAILS 10 183
GENERAL NOTES GENERAL 14. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR AT LEAST 48 HOURS IN ADVANCE OF ANY WORK THAT WILL REQUIRE INSPECTION BY THE RESPECTIVE UTILITY COMPANIES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, NATURAL GAS, ELECTRICAL, TELEPHONE, AND CABLE TELEVISION, FIBER OPTICS CABLES, ETC. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND LICENSES TO PERFORM THE IMPROVEMENTS IN THESE PLANS FROM THE APPROPRIATE AGENCIES AND TO COMPLY WITH THE AGENCIES' REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS. PERMITS 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS, STANDARDS AND ORDINANCES OF THE CITY OF SAND CITY, CITY OF SEASIDE, AND THE STATE STANDARD SPECIFICATIONS, CITY STANDARD DRAWINGS AND DETAILS ARE AVAILABLE ONLINE. 2. ALL EXISTING IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO LANDSCAPING, FENCES, DRIVEWAYS, ACCESS ROADS, CURB, GUTTER, SIDEWALK, CULVERTS, DRAINS, AND MONUMENTS, SHALL BE RESTORED TO THE CONDITION IN WHICH THEY WERE, OR BETTER, BEFORE EXCAVATION WAS MADE. SEPARATE PAYMENT FOR RESTORATION OF EXISTING IMPROVEMENTS TO THEIR ORIGINAL CONDITION WILL NOT BE MADE. COMPENSATION FOR THIS TASK SHALL BE CONSIDERED AS INCLUDED IN THE VARIOUS BID ITEMS OF WORK INVOLVED. SOME EXISTING IMPROVEMENTS MAY NOT BE INCLUDED ON PLANS. CONTRACTOR SHALL INSPECT THE SITE IN ORDER TO SATISFY HIMSELF/HERSELF OF THE ACTUAL EXISTING SITE CONDITIONS. 3. VEGETATION AND IMPROVEMENTS SHALL BE REMOVED ONLY WHEN DIRECTED IN WRITING BY THE ENGINEER. NO TREES, VEGETATION OR IMPROVEMENTS (INCLUDING FENCES) SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN CONSENT AND APPROVAL OF THE ENGINEER OR UNLESS OTHERWISE SPECIFIED IN THIS PLAN SET. 4. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CITY. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, INSTALLATION, AND REMOVAL OF ALL REQUIRED SHORING, SHEETING, AND BRACING, PER STATE AND FEDERAL REQUIREMENTS. 6. CONTRACTOR SHALL AT ALL TIMES HAVE AT THE JOB SITE SUFFICIENT PUMPING EQUIPMENT READY FOR IMMEDIATE USE. THE TRENCHES AND EXCAVATIONS SHALL BE KEPT ENTIRELY FREE OF WATER. WATER SHALL BE DISPOSED OF IN SUCH A MANNER AS WILL NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, NOR BE A MENACE TO PUBLIC HEALTH. 7. NO OPEN TRENCHES SHALL BE ALLOWED AT THE END OF ANY CONSTRUCTION WORK DAY. ALL EXCAVATIONS SHALL BE FILLED IN WITH TEMPORARY PAVING AT THE END OF EACH WORK DAY. 8. CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES WITHIN THE PROJECT LIMITS CONSISTING OF EASEMENTS, ROAD RIGHT-OF-WAY, AND RIGHTS OF ENTRY AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. 9. THE EXACT LOCATION OF PROPOSED FACILITIES MAY BE FIELD ADJUSTED IF PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 10. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING, OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THIS AREA SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY FOR CALIFORNIA ARCHAEOLOGY (SCA) OR THE SOCIETY OF PROFESSIONAL ARCHAEOLOGISTS (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. 11. ALL SEWER MAINS AND SERVICES SHALL BE SEPARATED FROM WATER MAINS AND SERVICES PER STATE HEALTH DEPARTMENT STANDARDS. 12. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND ACQUIRING LAYDOWN AREA TO BE USED FOR STAGING AND MATERIAL STORAGE DURING CONSTRUCTION. 13. FACILITIES DISTURBED DURING CONSTRUCTION SHALL BE RE-INSTALLED IN ACCORDANCE WITH RESPECTIVE CITY STANDARD DETAILS. THE EXACT LOCATION MAY BE FIELD ADJUSTED IF REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. TRAFFIC CONTROL 16. THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLS INCLUDING FLAG PERSONS AND CHANGEABLE MESSAGE SIGNS. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CITY A PROJECT SPECIFIC TRAFFIC CONTROL PLAN PER SPECIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO THE START OF WORK. THE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER OR A LICENSED TRAFFIC ENGINEER IN THE STATE OF CALIFORNIA. THE CITY RESERVES THE RIGHT TO REQUIRE MODIFICATIONS TO THE APPROVED PLAN IN THE FIELD. WORK SHALL NOT BEGIN UNTIL ADEQUATE TEMPORARY BARRICADES, BARRIERS, FENCES, WARNING SIGNS, LIGHTS, OR OTHER SUCH TRAFFIC AND PEDESTRIAN WARNING AND CONTROL DEVICES ARE INSTALLED AS REQUIRED BY THE TRAFFIC CONTROL PLAN. 17. ACCESS TO EACH PROPERTY SHALL BE PROVIDED AT ALL TIMES. IF DURING THE COURSE OF CONSTRUCTION IT BECOMES NECESSARY TO RESTRICT ACCESS TO A GIVEN PROPERTY IN ORDER TO COMPLETE PROJECT IMPROVEMENTS, CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AFTER OBTAINING APPROVAL FROM THE CITY. 18. CONTRACTOR SHALL MAINTAIN CONTINUOUS PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAY FACILITIES AND GUIDANCE SIGNAGE TO DIRECT THE PUBLIC THROUGH OR AROUND ACTIVE CONSTRUCTION. 19. CONTRACTOR SHALL TAKE SPECIAL MEASURES TO CLEAN UP THE CONSTRUCTION SITE AND PROVIDE SMOOTH TRANSITION TO ALL ACTIVE CONSTRUCTION AREAS. 20. NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE PUBLIC RIGHT-OF-WAY. SAFETY 21. SAFETY MEASURES: AT ALL TIMES, INCLUDING NON-WORKING HOURS, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, CONTRACTOR'S OPERATION, AND/OR MATERIALS AND EQUIPMENT STORED IN THE STAGING AREAS, INCLUDING SAFETY OF PERSONS AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THE CONDITIONS. THE ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 22. WARNING! THE EXISTING SANITARY SEWERS ARE KNOWN TO HAVE HIGH CONCENTRATIONS OF TOXIC AND/OR EXPLOSIVE GASES. OTHER PIPELINES MAY ALSO HAVE TOXIC AND/OR EXPLOSIVE GASES. SEWER WASTEWATER MAY CONTAIN INFECTIOUS AND/OR CONTAGIOUS DISEASES AND THE CONTRACTOR SHALL OBSERVE ALL NECESSARY PRECAUTIONS. 23. MANHOLE ENTRY AND/OR ENTRY TO ANY EXCAVATION GREATER THAN FOUR (4) FEET DEEP SHALL BE IN FULL COMPLIANCE WITH THE CONFINED SPACE ENTRY REQUIREMENTS OF CALIFORNIA AND FEDERAL OSHA. 24. THE HORIZONTAL AND VERTICAL LOCATIONS AND TYPES OF EXISTING UTILITIES SHOWN ON THE IMPROVEMENT PLANS ARE BASED ON SURVEY AND INFORMATION FURNISHED BY SERVICING AGENCIES AND ARE TO BE SUPPLEMENTED BY ACTUAL FIELD INVESTIGATIONS AND VERIFICATIONS BY CONTRACTOR. CONTRACTOR SHALL DETERMINE DEPTHS AND EXACT LOCATIONS OF EXISTING SERVICES WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR SHALL AVOID DAMAGES TO EXISTING UTILITIES ENCOUNTERED. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACT SHALL BE PREPARED AT THE CONTRACTOR'S EXPENSE. ANY ADDITIONAL COSTS IF INCURRED, AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY, SHALL BE BORNE BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY THE UTILITY AGENCIES AND UNDERGROUND SERVICE ALERT (USA) AT (900) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATING. 25. THE CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES. ALL EXISTING UTILITIES, IMPROVEMENTS, STREETS, STREET MARKINGS & REFLECTORS, AND SIDEWALKS THAT BECOME DAMAGED DURING CONSTRUCTION OR ANY ACTIVITY BY CONTRACTOR OR CONTRACTOR'S REPRESENTATIVE IN ASSOCIATION WITH THIS WORK SHALL BE COMPLETELY RESTORED IN ACCORDANCE WITH STANDARDS AND REQUIREMENTS OF THE FACILITIES' OWNER, TO THE SATISFACTION OF THE CITY, AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO BOTH THE OWNER AND THE CITY. 26. EXISTING SERVICES TO THE PROPERTIES MUST BE MAINTAINED BY CONTRACTOR AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE PROPERTY OWNERS OF ANY INTERRUPTION OF SERVICES PRIOR TO ANY WORK ON EXISTING UTILITY LINES. 27. THE CONTRACTOR SHALL PROVIDE ACCESS TO UTILITY COMPANIES FOR MAINTENANCE AND WORK ON THEIR UTILITIES DURING THE COURSE OF THE WORK. 28. ALL VALVE BOXES AND MANHOLES,IF ANY, SHALL BE ADJUSTED TO GRADE, UNLESS OTHERWISE NOTED. UTILITIES 28. REPLACEMENT ASPHALT CONCRETE THICKNESS SHALL MATCH EXISTING. 29. THE CONTRACTOR SHALL NOT ORDER NOR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE BEEN INSPECTED BY THE CITY AND APPROVED BY THE CITY. 30. EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE TACK COATED PRIOR TO CONSTRUCTION OF NEW ADJACENT ASPHALT PAVEMENT. 31. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED AND UNTIL ALL UNACCEPTABLE CONCRETE WORK HAS BEEN REMOVED AND REPLACED, UNLESS OTHERWISE APPROVED BY THE CITY. STREET SURFACE NOTES 32. THE CONTRACTOR SHALL COMPLY WITH THE CITY'S NON-POINT SOURCE POLLUTION PREVENTION ORDINANCE AND THE STORM WATER POLLUTION PREVENTION PLAN BEST MANAGEMENT PRACTICES (BMP) FOR THIS PROJECT. POLLUTION PREVENTION 33. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS AND STAKES WITHIN THE CONTRACTOR'S AREA OF WORK. THE CONTRACTOR SHALL NOT DISTURB OR REMOVE ANY MONUMENTS OR STAKES WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER, AND SHALL BEAR THE EXPENSE OF RESETTING ANY MONUMENTS OR STAKES WHICH MAY BE DISTURBED OR REMOVED WITH OR WITHOUT PERMISSION. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 15 WORKING DAYS NOTICE TO THE CITY ENGINEER PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS OR STAKES. THE CONTRACTOR SHALL UTILIZE THE SERVICES OF A CALIFORNIA LICENSED LAND SURVEYOR TO RESET ALL DISTURBED OR REMOVED MONUMENTS AND STAKES OR PROVIDE WITNESS MONUMENTS, PREPARE ALL REQUIRED DOCUMENTATION AND RECORDS, AND FILE THE REQUIRED DOCUMENTATION AND RECORDS WITH THE MONTEREY COUNTY SURVEYOR. SURVEY MONUMENTS GENERAL NOTES 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 C2.0
184
Ground Cove
Gate
Sand
20 19.1

12.2 18.7

19.2 19.3 18.7

20.9 19.6

19.4 22.3

20.3 27.9

19.1 20.5

19.5 19.3

22.8 19.3

18.4 19.7

19.5 18.0

21.4 15.8

19.2 19.1

19.2 18.8

19.7 19.0

20.0 19.7

19.1 19.4 APN 011-152-003-022 STATE OF CA DEPT OF PARKS AND RECREATION APN 011-152-003-021 STATE OF CA DEPT OF PARKS AND RECREATION APN 011-163-006-000 CITY OF SEASIDE ELEC. CONDUIT
MAR VISTA DR SEE SHEETS L1.0 FOR DEMOLITIONS AND PRESERVATION PLANS FOR EXISTING COASTAL ACCESS PLATFORM. 50' ROW ±19' R/W R/W R/W R/W (E) MANHOLE (E) SIGNS ±33' ±27' MONTEREY ONE WATER PUMP STATION WEST BAY ST 50' ROW ±58' ± 33' (E) SANITARY SEWER (E) MANHOLE (E) MONITORING WELL (E) ABANDONED STORM DRAIN (E) UTILITY COVER (E) STORM DRAIN (E) MANHOLE (E) ELECTRICAL CONDUIT (E) ABANDONED SANITARY SEWER (E) STORM DRAIN (E) CONCENTRATE LINE (E) FEED LINE (E) WATER VALVE (E) WATER VALVE (E) ABANDONED SANITARY SEWER (E) ABANDONED SANITARY SEWER (E) VAULT (E) POST (E) POST WEST BAY STREET DEMOLITION PLAN 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 SCALE: 1"=5' C3.0 PLAN DEMO CONSTRUCTION NOTES: SAWCUT AND REMOVE EXISTING VERTICAL CURB. REMOVE EXISTING STORM DRAIN CATCH BASIN. SAWCUT LIMITS. REMOVE EXISTING STORMWATER INFILTRATION UNIT AND COVER. SAWCUT AND REMOVE EXISTING CURB AND GUTTER. REMOVE AND OFF-HAUL EXISTING CONCRETE PAD. PROTECT IN PLACE. LEGEND: EXISTING PAVEMENT TO BE REMOVED AND OFF-HAULED. EXISTING CONCRETE TO BE REMOVED AND OFF-HAULED. ENVIRONMENTALLY SENSITIVE HABITAT. PROTECT AND DO NOT DISTURB. REMOVE AND OFF-HAUL EXISTING PAVEMENT. REMOVE AND OFF-HAUL EXISTING VALLEY GUTTER. EXISTING FENCE TO BE RELOCATED. SEE SITE PLAN SHEET C4.0 FOR NEW LOCATION. EXISTING PET STATION TO BE RELOCATED. SEE SITE PLAN SHEET C4.0 FOR NEW LOCATION. EXISTING BIKE POST TO BE REMOVED AND SALVAGED. PROTECT AND DO NOT DISTURB ENVIRONMENTALLY SENSITIVE HABITAT. THE LOCATIONS AND AREAS OF SENSITIVE HABITAT SHOWN ON THIS PLAN ARE BASED ON A FIELD SURVEY PERFORMED BY DENISE DUFFY & ASSOCIATES SHOWN ON THE MAP ENTITLED, "FIGURE 1" DATED 6/13/18. 185
Ground Cover
Gate
Sand
25 20
20 25

19.1 18.7

19.2 19.3

18.7 20.9

19.6 19.4

22.3 20.3

27.9 19.1

20.0 20.5

19.5 19.3

22.8 19.3

18.4 19.7

19.5 18.0

21.4 15.8

19.2 19.1

19.2 18.8

19.7 19.0

20.4 20.0

19.7 19.1

19.4 APN 011-152-003-022 STATE OF CA DEPT OF PARKS AND RECREATION APN 011-152-003-021 STATE OF CA DEPT OF PARKS AND RECREATION APN 011-163-006-000 CITY OF SEASIDE ELEC. CONDUIT 222324252627
21 20
22 23
24 25
26 21
20 20
21 22
23 24
25 ±33' SEE LANDSCAPE PLANS FOR COASTAL ACCESS PLATFORM IMPROVEMENTS. MONTEREY ONE WATER PUMP STATION WEST BAY ST MAR VISTA DR EDGE OF PAVEMENT 50' ROW 50' ROW R/W ±43' ± 33' R/W R/W R/W COASTAL ACCESS PLATFORM 1.5%

1.3%

1.4%

1.8%

2.1%

1.4% 1.4% 1.5% 1.0%

1.0%

1.0 1.4%

1.1%

1.8%

2.0% 2.0% GRADEBREAK LOW LOW
LOW
LOW
LOW

1.5% CONFORM TVC ±19.8 BCTVC 20.11 PRC TVC 20.00 ECTVC 19.89 TRC 19.40 TVC 19.40 CONFORM TRC ±19.2 CONFORM TVC ±19.2 BC TVC 19.01 ECTVC 18.93 FL 18.45 FL 18.90 1.5% FS 18.88 FS 18.97 FS 18.93 FS 18.83 TVC 18.81 FL 18.06FL 18.43 TVC 19.01 CONFORM LIP ±19.2 CONFORM LIP ±19.0 CONFORM LIP ±19.0 CONFORM LIP ±19.1CONFORM LIP ±19.4 CONFORM LIP ±19.4 CONFORM FL ±18.9 20 21
21 22
24 25 GRADING LIMITS
2:1 MAX ±26' ±14' ±5'
WEST BAY STREET SITE PLAN & GRADING 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 C4.0 LIMIT OF ASPHALT WORK. SAW CUT (E) A.C. PAVEMENT. NEW PAVEMENT SHALL CONFORM TO (E) A.C. PAVEMENT. RELOCATE EXISTING FENCE. REFER TO DEMOLITION SHEET C3.0 FOR EXISTING FENCE ALIGNMENT. CONSTRUCT NEW COMBINATION CURB AND GUTTER PER DETAIL 2 ON SHEET C7.0. GRIND (E) PAVEMENT (AC AND AB) TO A DEPTH OF 6". GRIND, REPLACE, SHAPE, AND COMPACT AB TO VARIABLE DEPTH AS NEEDED PER PLAN AND APPLY 2" OF NEW AC TO MATCH FINISH GRADE PER PLAN. REFER TO DETAIL 1 ON SHEET C7.0. EXACT LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. SCALE: 1"=5' PLAN CONSTRUCTION NOTES: CONSTRUCT NEW VALLEY GUTTER PER DETAIL 4 ON SHEET C7.0. ADJUST EXISTING UTILITY MANHOLE OR COVER TO NEW FINISH GRADE. CONSTRUCT NEW CATCH BASIN "TYPE GO" AS INDICATED ON PLANS AND PER 2018 CALTRANS STANDARDS PLAN D73E. REFER TO DETAIL 5 ON SHEET C7.0. INSTALL ADS MC3500 UNDERGROUND CHAMBER INFILTRATION SYSTEM. REFER TO DRAINAGE PLAN AND DETAILS ON SHEETS C5.0 - C5.2. CONSTRUCT NEW "TYPE D-6" ROLLED CURB PER CALTRANS 2018 STANDARD PLAN A87A. REFER TO DETAIL 3 ON SHEET C7.0. LEGEND: PROPOSED ASPHALT PAVEMENT IMPROVEMENTS PROPOSED CONCRETE IMPROVEMENTS. ENVIRONMENTALLY SENSITIVE HABITAT. PROTECT AND DO NOT DISTURB. LIMITS OF WORK FOR ROADWAY IMPROVEMENTS. CONSTRUCT NEW "TYPE A1-6" VERTICAL CURB PER CALTRANS 2018 STANDARD PLAN A87A. REFER TO DETAIL 3 ON SHEET C7.0. LIMIT OF CONCRETE WORK. SAW CUT (E) CURB AND GUTTER. NEW CONCRETE SHALL CONFORM TO (E) CONCRETE. PROTECT AND DO NOT DISTURB ENVIRONMENTALLY SENSITIVE HABITAT. THE LOCATIONS AND AREAS OF SENSITIVE HABITAT SHOWN ON THIS PLAN ARE BASED ON A FIELD SURVEY PERFORMED BY DENISE DUFFY & ASSOCIATES SHOWN ON THE MAP ENTITLED, "FIGURE 1" DATED 6/13/18. INSTALL BIKE RACK. SPECIFIC BIKE RACK STYLE TO BE DETERMINED BY CITY ENGINEER. RELOCATE EXISTING PET STATION. REFER TO DEMOLITION SHEET C3.0 FOR EXISTING PET STATION LOCATION. CONSTRUCT NEW SIDEWALK PER DETAIL 2 ON SHEET C7.0 INSTALL 30" ADS NYOPLAST DRAIN BASIN AND CONCRETE COLLAR. REFER TO DRAINAGE PLAN AND DETAILS ON SHEETS C5.0 - C5.2. CONSTRUCT CONCRETE GUTTER DEPRESSION FOR "TYPE GO" INLET AS INDICATED ON PLANS AND PER 2018 CALTRANS STANDARDS PLAN D73A. REFER TO DETAIL 6 ON SHEET C7.1. GRADE SURFACE TO FINISH GRADE AT A 2:1 MAXIMUM SLOPE PER PLAN. CONTRACTOR TO COORDINATE WITH SITE BIOLOGIST TO ACCOMMODATE FOR ENVIRONMENTALLY SENSITIVE HABITAT DURING GRADING ACTIVITIES. PROPOSED 12" BASEROCK INSTALL 12" BASE ROCK AT A DEPTH OF 24 INCHES AND COVER WITH NATIVE SOIL. 186
15" SD IN INV 13.58 15" SD OUT INV 11.96 15" SD OUT INV 13.77 15" SD IN INV 13.97 24" SD OUT INV 9.77 24" SD IN INV 9.77 15" SD OUT INV 14.06 WEST BAY STREET DRAINAGE PLAN 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 SCALE: NTS C5.0 SECTION A-A CONSTRUCTION NOTES: EXISTING STORM DRAIN MANHOLE TO REMAIN, PROTECT IN PLACE. CONNECT NEW STORM DRAIN PIPE TO EXISTING MANHOLE. REFER TO DETAIL 7 ON SHEET C7.1. CONSTRUCT NEW CATCH BASIN "TYPE GO" AS INDICATED ON PLANS AND PER 2018 CALTRANS STANDARDS PLAN D73E. REFER TO DETAIL 5 ON SHEET C7.0. INSTALL ADS MC3500 UNDERGROUND CHAMBER INFILTRATION SYSTEM. REFER TO DRAINAGE DETAILS ON SHEETS C5.1 - C5.2. CONSTRUCT NEW STORM DRAIN PIPE. PIPE SHALL BE TRENCHED AND BACKFILLED PER DETAIL 8 ON SHEET 7.1. REFER TO PROFILE SECTIONS A-A AND B-B ON THIS SHEET FOR PIPE SIZE, LENGTH, MATERIAL, AND INVERT ELEVATIONS. CONSTRUCT CONCRETE GUTTER DEPRESSION FOR "TYPE GO" INLET AS INDICATED ON PLANS AND PER 2018 CALTRANS STANDARDS PLAN D78A. REFER TO DETAIL 6 ON SHEET C7.1. INSTALL 30" ADS NYOPLAST DRAIN BASIN AND CONCRETE COLLAR. REFER TO DRAINAGE DETAILS ON SHEETS C5.1 - C5.2. AA B B SCALE: NTS SECTION B-B 5'-0" 0'-9" 15" - RCP SD PIPE 4.2 LF @ S = 0.02 (N) CATCH BASIN FL 18.31 (N) CATCH BASIN INV 13.31 15" SD OUT INV 14.06 15" SD IN INV 13.97 (N) CATCH BASIN FL 18.06 (N) 30" ADS NYOPLAST MH RIM 18.9 15" SD OUT INV 13.77 24" SD OUT INV 9.77 0'-6" (N) 30" ADS NYOPLAST MH INV 8.27 SCALE: 1"=2' PLAN 15" - RCP SD PIPE 9.5 LF @ S = 0.02 24" - HDPE SD PIPE 2 LF @ S = 0.00 CONTRACTOR MUST POTHOLE ALL EXISTING UTILITIES AS FIRST ORDER OF WORK PRIOR TO CONSTRUCTION OF PROPOSED IMPROVEMENTS. (N) 30" ADS NYOPLAST MH RIM 18.9 (E) SDMH RIM 19.0 15" SD IN INV 13.58 15" SD OUT INV 13.77 (E) 15" - RCP SD PIPE15" SD OUT INV 11.96 15" SD IN INV 13.97 24" SD OUT INV 9.77 24" SD IN INV 9.77 MC-3500 CHAMBERS INV 8.57 1.21' 0'-9" 3'-10" 1'-0" 0'-6" 1'-6" 2'-0" 0.2' FINISHED GROUND SURFACE (VARIES-SEE PLANS) FINISHED GROUND SURFACE (VARIES - SEE PLANS) 7'-0" MAX COVER 1'-6" 2'-0" 0.2' (N) 30" ADS NYOPLAST MH INV 8.27 187
WEST BAY STREET DRAINAGE DETAILS 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 C5.1
188
WEST BAY STREET DRAINAGE DETAILS 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 C5.2
189
Ground Cove
Gate
Sand 20 19.1 12.2 18.7 19.2 19.3 18.7 20.9 19.6 19.4 22.3 20.3 27.9 19.1 20.519.5 19.3 22.8 19.3 18.4 19.7 19.5 18.0 21.4 15.8 19.2 19.1 19.2 18.8 19.7 19.0 20.0 19.7 19.1 19.4 APN 011-152-003-022 STATE OF CA DEPT OF PARKS AND RECREATION APN 011-152-003-021 STATE OF CA DEPT OF PARKS AND RECREATION APN 011-163-006-000 CITY OF SEASIDE ELEC. CONDUIT 222324252627 21 20 202122232425 SEE SHEETS L2.0 AND L3.0 FOR COASTAL ACCESS PLATFORM IMPROVEMENTS. EDGE OF PAVEMENT 50' ROW COASTAL ACCESS PLATFORM "KEEP" "CLEAR" 31' 279'79' 45' 20' 59' 50' ROW LOW LOW LOW LOW LOW 8'

MAR VISTA DR R/W R/W R/W R/W MONTEREY ONE WATER PUMP STATION WEST BAY ST WEST BAY STREET STRIPING PLAN 1200673001
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com BID SET
WEST BAY ST. COASTAL

ACCESS REPAIR PROJECT
No. 69767 SCALE: 1"=5' C6.0 PLAN CONSTRUCTION NOTES: INSTALL PAVEMENT MARKINGS PER CHAPTER 3B OF THE LATEST REVISION OF THE CA MUTCD. WHITE UNLESS OTHERWISE NOTED ON PLANS. WORDS ARE INDICATED ON PLANS. INSTALL 12" WHITE (W) LIMIT LINE PER CHAPTER 3B OF THE LATEST REVISION OF THE CA MUTCD. TOTAL LENGTH IS INDICATED. INSTALL RED CURB WITH WHITE WORD MARKINGS THAT READ "NO STOPPING" AND "FIRE LANE" PER SECTION 3B.23 OF THE CA MUTCD. STRIPING LEGEND: NUMBER INDICATES TRAFFIC LINE DETAIL PER CHAPTER 3 OF THE LATEST REVISION OF THE CA MUTCD. DIMENSION MEASURED ON THE SHEET PANEL WHERE IT IS NOTED (TYP.) 190
1200673001450 Lincoln Avenue, suite 103, Salinas, CA 93901 p: 831.233.9242 * WeAreHarris.com BID SET WEST BAY ST. COASTAL ACCESS REPAIR PROJECT No. 69767 CONSTRUCTION DETAILS C7.0 NOT TO SCALE

VALLEY GUTTER

WIDTH VARIES-SEE PLANS

AB DEPTH
VARIES (4"
MAX)

SLOPE VARIES SEE PLANS
FG

PROPOSED

VERTICAL CURB

CONFORM TO

PROPOSED

VERTICAL CURB

EX GROUND
2" FULL
DEPTH
HMA

GRIND EX AC AND EX AB TO A
DEPTH OF 6". GRIND, REPLACE,

SHAPE & COMPACT AB TO VARIABLE
DEPTH AS NEEDED. APPLY 2" OF

NEW HOT MIX ASPHALT TO MATCH

FINISH GRADE PER GRADING PLAN
SHEET C4.0.

NOT TO SCALE
TYPE "GO" CATCH BASIN

NOT TO SCALE

FULL DEPTH HMA (TYP)

NOT TO SCALE

COMBINATION CURB AND GUTTER

NOT TO SCALE

VERTICAL CURB AND ROLLED CURB
191
1200673001450 Lincoln Avenue, suite 103, Salinas, CA 93901 p: 831.233.9242 * WeAreHarris.com BID SET WEST BAY ST. COASTAL ACCESS REPAIR PROJECT No. 69767 CONSTRUCTION DETAILS C7.1
3" VAR. D
6"
1'
NOTES FOR PIPE TO MH/DRAINAGE INLET CONNECTION:

1. DIAMETER OF CONNECTION PIPE.

2. PARTS OF EXISTING CONCRETE WALL TO BE REMOVED.

3. LIMITS OF CONCRETE REMOVAL SHALL BE 3" MAX. GREATER
THAN EXTERNAL DIAMETER OF PIPE.

4. CUT REINFORCEMENT ON ALTERNATE SIDES & BEND INTO
COLLAR. IF REINFORCING STEEL IS NOT PRESENT, USE #4
DOWELS @ 12" O.C.

5. ADD TWO HOOPS OF NEW #3 REBAR WIRED TO EXISTING
REBAR IN CONCRETE COLLAR.

6. CONNECTING PIPE AND GROUT SHALL BE FLUSH WITH
INTERNAL SURFACE OF EXISTING PIPE/BOX. 2 6 5 4

PIPE TO BOX (MH OR DI)

CONNECTION DETAIL

NOT TO SCALE

GUTTER DEPRESSION

NOT TO SCALE
STORM DRAIN CONNECTION 1 23456 3 1

NOT TO SCALE

TRENCH BACKFILL
192
20 15 90" SD 36" SD PARKS AND RECREATION STATE OF CA DEPT OF APN 011-152-003-022 CITY OF SEASIDE APN 011-163-006-000 ABAND. NLOW LOW LOW LOW LOW LOW LOW LOWLOW
LOW
N 7 4 2 5 15 3 6 5 7 7 8 8
3'-0"
MIN. 9

REFERENCE NOTES
Existing Boardwalk. Preserve and Protect
Existing Roll Up Boardwalk: Preserve and Protect for Reuse in This Project. Conduct Minor Repairs as Needed. See Construction Details Concrete Bench: See Construction Plan
Interpretive Sign: Remove and Retain for Future Use. See Construction Plan
Existing Post and Cable Barrier: Repair and Replace in LOW Areas only Decorative Paving Element: Salvage for Reuse in This Project Smith's Blue Butterfly Habitat Area Shall be Flagged and Avoided During Construction Biological Resources Report for West Bay Street Infrastructure Repair Project, Sand City, CA, Prepared by Denise Duffy & Associates, INC., Dated December 16, 2020. Keep the LOW Min. 3' Away from The Protected Plants
Existing Right-of-Way
Remove Boardwalk. Contractor to Verify in Field with Owner Limit of Removal.

LEGEND
Limit of Work Line
Demolish Damaged Slab, Take Care Not to Damage Any
Adjacent Materials to Remain
Preserve and Protect Existing Elements to Remain
Boardwalk to be Removed
Existing Boulders to Remain and Protect
Existing Boulders to Remove and Retain for Reuse in
This Project. See Construction Details

GENERAL NOTES

1. Clear sand from all surfaces taking care to not damage boardwalk and other elements to remain.

2. Conduct minor repairs as needed.

3. Identify and preserve any special status plants. They shall be flagged and avoided during construction. Biological Resources Report for West Bay Street Infrastructure Repair Project, Sand City, CA, Prepared by Denise Duffy & Associates, INC., Dated December 16, 2020
LOW 123456789 F:\PRODUCTION\Projects\2020\20.014\CAD\20014_01 Demo.dwg 3/14/2022 8 0 4 8 450 Lincoln Avenue, suite 103, Salinas, CA 93901 p: 831.233.9242 * WeAreHarris.com WEST BAY ST. COASTAL ACCESS REPAIR PROJECT Signature Renewal Date Date BELL I NGER NO. LANDSCAPE ARCHITECT DESNE ICL E . MICHAEL 3099 S TA TE O F C AL IFORN IA 12-31-21

20.014
05-10-21
L-1.0 Demo & Preservation Plan
193
20 15 90" SD 36" SD PARKS AND RECREATION STATE OF CA DEPT OF APN 011-152-003-022 CITY OF SEASIDE APN 011-163-006-000 ABAND. NLOW LOW LOW LOW LOW LOW LOW LOWLOW
LOW
N 4 1
PA
PA
PA 3 3 5 5 5 5 6 2 7 8
PA
PA 3
PA 7 7 6 9 9 9
13'-0"
10 10
10 3'-0"
MIN.
11 REFERENCE NOTES
Roll Up Boardwalk: Reuse Existing and Conduct Minor Repairs as Needed. Provide New Connection. See
Interpretive Sign: Place in Existing Location. Conduct Minor Repairs As Needed. See
Concrete Paving with Thickened Edge. See
Concrete Bench: See
Existing Post and Cable Barrier: Repair and Replace in LOW areas Only.

If Replacement Required for Portions Contractor to Spray Paint Alignment for Approval by Engineer Prior to Installing. See Boardwalk Connection to Paving: See
Boulder at Thickened Edge. See
Decorative Paving Element: See
Smith's Blue Butterfly Habitat Area Shall be Flagged and Avoided During Construction Biological Resources Report for West Bay Street Infrastructure Repair Project, Sand City, CA, Prepared by Denise Duffy & Associates, INC., Dated December 16, 2020. Keep the LOW Min. 3' Away from The Protected Plants.

Existing Right-of-Way
Boardwalk: See Detail 9/L-4.0
LEGEND
Limit of Work Line
Concrete Paving: Heavy Sandblast Exposed Aggregate,
Davis Color "Sierra" See Specs. See
Concrete Paving: Medium Sandblast Exposed Aggregate,
Davis Color "Green Slate" See Specs. See
Concrete Paving: Light Sandblast Exposed Aggregate,
Davis Color "SandStone" See Specs. See
Score Marks: See Specs. See
Boulders: Reuse and Place per Plan
Planting Area: See Planting Plan 5/L-4.0 3/L-4.0 1/L-4.0 1/L-4.0 1 PA 23456 9/L-4.0 7 6/L-4.0
LOW 4/L-4.0 8 2/L-4.0 1/L-4.0 1/L-4.0
10/L-4.0
10/L-4.0 9

GENERAL NOTES

1. Concrete Paving: Provide 3 gradations of rounded river rock aggregate, one different one for each paving area. Submit samples for each prior to construction.
10 7/L-4.0
11 8/L-4.0
F:\PRODUCTION\Projects\2020\20.014\CAD\20014_02 Const.dwg 3/14/2022 8 0 4 8 450 Lincoln Avenue, suite 103, Salinas, CA 93901 p: 831.233.9242 * WeAreHarris.com WEST BAY ST. COASTAL ACCESS REPAIR PROJECT Signature Renewal Date Date BELL I NGER NO. LANDSCAPE ARCHITECT DESNE ICL E . MICHAEL 3099 S TA TE O F C AL IFORN IA 12-31-21

20.014
05-10-21
L-2.0 Construction Plan
194
20 15 90" SD 36" SD PARKS AND RECREATION STATE OF CA DEPT OF APN 011-152-003-022 CITY OF SEASIDE APN 011-163-006-000 ABAND. NLOW LOW LOW LOW LOW LOW LOW LOWLOW
LOW
N 1 R7'-0" R6'-4" ℄ 146°
R7'-0"
R9'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
9'-2" 12'-2"
9'-8" 13'-2"
8'-4" 14'-11"
4'-7" 10'-3"
15'-1"
6'-3" 9'-4"
3'-0" 1 1 ℄
7'-10" 7"
4'-5" 2 2 2 3 33

REFERENCE NOTES
Existing Post and Cable Barrier: Repair and Replace in LOW areas Only. If Replacement Required for Portions Contractor to Spray Paint Alignment for Approval by Engineer Prior to Installing. See
Smith's Blue Butterfly Habitat Area Shall be Flagged and Avoided During Construction Biological Resources Report for West Bay Street Infrastructure Repair Project, Sand City, CA, Prepared by Denise Duffy & Associates, INC., Dated December 16, 2020. Keep the LOW Min. 3' Away from The Protected Plants.

Existing Right-of-Way 1
LEGEND
Limit of Work Line
LOW 23 7/L-4.0
F:\PRODUCTION\Projects\2020\20.014\CAD\20014_03 Layout.dwg 3/14/2022 450 Lincoln Avenue, suite 103, Salinas, CA 93901 p: 831.233.9242 * WeAreHarris.com WEST BAY ST. COASTAL ACCESS REPAIR PROJECT Signature Renewal Date Date BELL I NGER NO. LANDSCAPE ARCHITECT DESNE ICL E . MICHAEL 3099 S TA TE O F C AL IFORN IA 12-31-21

20.014
05-10-21 8 0 4 8 Layout Plan
L-3.0
195
5 1"=1'-0"
Interpretive Sign
6 NTS
Boulder at Thickened Edge
7 1"=1'-0"
Post and Cable Barrier
6" MIN. TYP. 2'-8"
INTERPRETIVE SIGN: REINSTALL EXISTING

FINISH SURFACE
1 1"=1'-0"
Concrete Paving with Thickened Edge
3 1"=1'-0"
Concrete Bench
(E) SAND
BOULDER: REUSE EXISTING. BURY 1/3
2 1"=1'-0"
Decorative Paving Element
PLAQUE: REINSTALL EXISTING.

SET FLUSH TO PAVING IN GROUT
BED
CONCRETE PAVING: SEE

FOR COLOR SEE PLAN
POST: 8" SQ. PTDF POST 4"30"
1/2" GROUT BED DEPTH
1'-0"

CONCRETE PAVING WITH
THICKENED EDGE: SEE
AGGREGATE BASE: SEE SPECS
REINFORCING: WWM 6x6 - W1.4/1.4
CENTER IN SLAB, 3" CLR AT EDGES
AND FULL DEPTH JOINTS. SEE SPECS

FINISH GRADE
12' O.C. MAX
CABLE: 3
16" STAINLESS STEEL.

SECURE WITH

THIMBLE & CLAMP

AT EACH END
ANCHOR ROD: 5/8" Ø,
6' LONG GALVANIZED

ROD W/ EYE LOOP
18" FROM TRAIL EDGE,

UNLESS OTHERWISE
NOTED ON PLAN 32"
8 1"=1'-0"
Section at Boardwalk
NOTE: ALL WOOD TO BE PTDF
AND LEFT NATURAL.

FASTEN EDGE RAIL TO SLATS
WITH 3
8 " HD GALV. BOLT AND
WASHER AT 30" O.C.

EDGE RAIL: 2x4 PTDF

CONTINUOUS
RUNNER: 3x6 PTDF
6'
9 1"=1'-0"
Roll Up Boardwalk Connection to Paving
1" 4"
CABLE: BEND ENDS AND CRIMP METAL SLEEVE
ANCHOR BOLT: 1/2" Ø X 12" HD GALV MACHINE
BOLT W/ WASHER AND NUT, 12" O.C., CORE

DRILL AND EPOXY SET
BOARDWALK: 3x6 PTDF, SUPPLY OWNER

WITH SINGLE COUNTERSUNK BOARD TO

COVER EXPOSED ANCHOR BOLTS WHEN
BOARDWALK IS REMOVED.

SAND FILL
SPACERS: BLACK PE TUBING
10 1"=1'-0"
Roll Up Boardwalk Connection to Paving - Plan 6'
CONCRETE PAVING: SEE
CABLE: TYPE 316 3/16"

STAINLESS STEEL WIRE,

SECURE WITH THIMBLE

AND CLAMP AT EACH END

FINISH GRADE
CONCRETE PAVING: SEE
9 -
SLATS: 3x8 PTDF
ANCHOR BOLT: SEE 6" 12" O.C. Typ.
4 1
2 "
SPACERS: BLACK

PE TUBING
LAG BOLT: 3
8 " Ø X 5", 2 PER

SLAT AT EACH RUNNER
ATTACH 2 BRASS
WASHERS AND 1

BRASS NUT TO

BOTTOM OF EACH

ANCHOR ROD
2'-5"
1/L-4.0
1/L-4.0
6/L-4.0
1/L-4.0
9/L-4.0
1/L-4.0 9/L-4.0

EXPANSION JOINT
4 4" = 1'-0"
Concrete Joints, Typical
1/4" 1/4D1/4" 1"
R1/4"

WEAKENED PLANE JOINT
1/4" 1/4"1/4" 1/4" R1/4"

SCORE MARK
D
R1/4"
EXPANSION JOINT: 3/8" WIDE UON. SEE
PLANS FOR LOCATIONS. CAULK TOP

OF JOINT W/ SEALANT, SEE SPECS
#4 SMOOTH STEEL DOWEL:
24" OC. SEE SPECS
R1/4"

CONSTRUCTION (COLD) JOINT
#4 SMOOTH STEEL DOWEL:
24" OC. SEE SPECS 1/2 D 1/2 D

EXISTING CONCRETE

SEE PLANS FOR LOCATION

AND JOINT TYPE
9" EA. SIDE OF JOINT
4" 9" 1/4D+1/4"
CLD 1/2 D 1/2 D
CLD
4/L-4.0
VARIES: MIN 1'-6".

ADJUST HEIGHT TO EX

FINISH GRADE WHERE
NEEDED
BOARDWALK: SECTION
ROLL UP BOARDWALK: SECTION
ROLL UP BOARDWALK: PLAN
REINFORCING: WWM 6x6 -
W1.4/1.4 CENTER IN SLAB, 3"

CLR AT EDGES AND FULL
DEPTH JOINTS. SEE SPECS
(4) 1/2" DIA INSERTS

FOR ANCHORING
(4) 1/2" DIA x 4 1/2" L

ANCHOR BOLTS
(4) 2" DIA x 5" DEEP

GROUT POCKETS
4" W X 3/4" THK
A36 STEEL BRACKET

PLAN VIEW
SIDE VIEW INSTALLATION DETAIL BOTTOM VIEW ANCHOR BOLT PATTERN 4" 11" 1'-6" 3'-8"
6'-0"
1'-10" 1'-6"

PRECAST CONCRETE
BENCH BY QCP. SEE
SPECS 2/3 1/3
INTEGRAL COLOR CONCRETE PAVING:

SEE PLAN FOR COLOR AND LOCATION
6X6 #10 GALV WIRE MESH 3" CLEAR AT

EDGES, CENTER IN SLAB
COMPACTED BASE MATERIAL 4" Min.

COLD JOINT: SMOOTH DOWEL #3,
18" LONG, 24" OC SLEEVE EAST
END, CENTER IN SLAB. SEE
THICKENED EDGE: SEE 6" 8"
12" 18"
+ + + +
FLUSH
FLUSH
450 Lincoln Avenue, suite 103, Salinas, CA 93901
p: 831.233.9242 * WeAreHarris.com WEST BAY ST. COASTAL ACCESS REPAIR PROJECT Signature Renewal Date Date

BEL L I NGER
NO.

LANDSCAPE ARCHITECT

DESNE ICL
E . MICHAEL
3099

S TA TE O F C AL IFORN IA
12-31-21

20.014
05-10-21 Construction Details
L-4.0
196
20 15 90" SD 36" SD PARKS AND RECREATION STATE OF CA DEPT OF APN 011-152-003-022 CITY OF SEASIDE APN 011-163-006-000 ABAND. NLOW LOW LOW LOW LOW LOW LOW LOWLOW
LOW
N
7 1 1 1

1. Plant quantities allow for planting on 3 foot centers, however plant spacing and location vary according to species dune topography and the presence of dead iceplant. All plantings to be supervised by the Engineer (Restoration Biologist).

2. Sand Stabilization: Hand-sized bunches of sterile straw shall be punched vertically in the sand to a depth of 3" -12" to 18" o.c. in areas without dead ice plant.

GENERAL NOTES

REFERENCE NOTES
Smith's Blue Butterfly Habitat Area Shall be Flagged and Avoided During Construction Biological Resources Report for West Bay Street Infrastructure Repair Project, Sand City, CA, Prepared by Denise Duffy & Associates, INC., Dated December 16, 2020. Keep the LOW Min. 3' Away from The Protected Plants. 1
LEGEND
Limit of Work Line
LOW
F:\PRODUCTION\Projects\2020\20.014\CAD\20014_05 Planting.dwg 3/14/2022 450 Lincoln Avenue, suite 103, Salinas, CA 93901 p: 831.233.9242 * WeAreHarris.com WEST BAY ST. COASTAL ACCESS REPAIR PROJECT Signature Renewal Date Date BELL I NGER NO. LANDSCAPE ARCHITECT DESNE ICL E . MICHAEL 3099 S TA TE O F C AL IFORN IA 12-31-21

20.014
05-10-21

TO BE PLANTED
IN ALL AREAS 8 0 4 8 Planting Plan
L-5.0
197

CITY OF SAND CITY
RESOLUTION SC , 2022

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAND CITY

AUTHORIZING THE AWARD OF A CONTRACT FOR THE WEST BAY STREET

COASTAL ACCESS REPAIR PROJECT IN SAND CITY, CALIFORNIA TO MONTEREY PENINSULA ENGINEERING, INC.

WHEREAS, the West Bay Street Coastal Access Repair Project is an approved City Capital Improvement Project identified in the fiscal year 2022-2023 budget; and WHEREAS, the Project includes the demolition, repair and rehabilitation of a concrete observation platform, decorative boulders, benches, signs, wooden boardwalks, bike rack, pet station, salvage and replace decorative paving elements and other features, new asphalt pavement, concrete curbs and gutters, storm drain catch basin, storm drain basin, storm drain pipes, small storm water infiltration chamber system, and striping; and WHEREAS, on April 15, 2005, the California Coastal Commission approved Coastal Development Permit (CDP) A-3-SNC-06-010 and approved subsequent amendments to construct the Sand City Water Supply Project (SCWSP) which included a condition that the City provide improved vertical access at or near the end of Tioga Ave or another comparable access improvement in the project vicinity, to be installed concurrently with the project; and
WHEREAS, the City determined that constructing improvements at the end of Tioga Avenue was not economically feasible due to the significant difference in elevation between the end of Tioga Avenue and the beach and the City instead elected to provide improved vertical access at West Bay Street; and
WHEREAS, on October 12, 2022, the City advertised the Project for public bidding and on November 4, 2022, the City held a bid opening and five bids were received; and WHEREAS, Monterey Peninsula Engineering, Inc. (MPE) was determined to have the lowest responsive and responsible bid in the amount of $261,894.00; and WHEREAS, MPE has successfully completed similar projects for local agencies in the region, and;
WHEREAS, an amount of $39,284 for contingency, approximately 15% of the contract value, should be authorized for construction change orders; and 198
Resolution SC __, 2022
WHEREAS, an amount of $39,284 for construction management and inspection, approximately 15% of the contract value, should be authorized to ensure that the Project is constructed per City standards and specifications; and
WHEREAS, the project budget (Line No.5732-00) including contingency and construction management and inspection services is $340,462; and
WHEREAS, there is sufficient General Fund balance combined with funds to fund the project budget reserved in the City’s LAIF fund; and
WHEREAS, the Project was evaluated by the City and determined to be categorical exempt based on guideline sections 15301(c)-Existing Facilities, 15302- Replacement/Reconstruction, and 15308(b)-Protection of the Environment; and

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SAND CITY AS FOLLOWS:

1. That the contract for the West Bay Street Coastal Access Repair Project, in accordance with the Plans and Specifications is awarded to MPE in the amount of $261,894.00.

2. That the City Manager is authorized to execute the Contract after all required bonds and insurance certificates are received from MPE.

3. That a contingency of $39,284 (15%) is provided for construction change orders, if necessary, and subject to the approval of the Manager.

4. That an additional amount of $39,284 (15%) be budgeted for construction management and inspection.

5. That MPE shall maintain a current Sand City Business License.

PASSED AND ADOPTED BY THE CITY COUNCIL OF SAND CITY, this _______ day of November, 2022 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
199
Resolution SC __, 2022
ATTEST: APPROVED:

Connie Horca, City Clerk Mary Ann Carbone, Mayor
200

AGENDA ITEM
10E.

Consideration and Approval of City
RESOLUTION Approving a Purchase and
Sale Agreement by and between the City
of Sand City and John T. Calcagno and
Teresa L. Calcagno Revocable Trust for the
Purchase of Property located in the
County of Monterey, City of Sand City
(APN: 011-133-009-000) {This item
continued from the November 1, 2022
Council meeting}
201
1 City of Sand City
Staff Memo
TO: Honorable Mayor and City Council
FROM: Vibeke Norgaard, City Manager; Charles Pooler, City Planner DATE: October 31, 2022 (for November 1, 2022 meeting)
SUBJECT: Approval of purchase and sale agreement with the John T. Calcagno and Teresa L. Calcagno Revocable Trust regarding Monterey County Assessor’s Parcel number 011-133-009-000
_____________________________________________________________________

1. Background/Discussion
On June 7, 2022, the City Council directed the City Manager and City Attorney to negotiate with Rich Calcagno to execute the required documentation to purchase a 25-foot wide and 75-foot deep undeveloped vacant parcel currently impacted with environmentally sensitive species and habitat located within the undeveloped East Dunes planning district fronting Hayes Street on APN 011-133-009 (no address) (“Property”) and as depicted on the map attached hereto as Attachment 1.

The City Attorney has drafted an agreement with Mr. Calcagno, the representative of the owner of the property -- the John T. Calcagno and Teresa L. Calcagno Revocable Trust. Under the terms of the Agreement, the City will purchase the parcel for $2,000 plus any closing costs. The draft Purchase and Sale Agreement (“Agreement”) can be found as Exhibit A to the resolution attached to this staff report as Attachment 2. Attached to the Agreement is the legal description of the Property.

This vacant property is located in an area of known to have environmentally sensitive species and habitat with the possible existence of Federally and State protected species such as the Smith’s Blue Butterfly, Monterey Gilia, Monterey Spineflower, and Coastal Buckwheat. Despite its current lack of development potential, City staff recommends that the Council purchase this parcel for its potential role in a future City-wide” Incidental Take Permit (ITP) from California Fish and Wildlife (CDFW), which has been preliminarily discussed between the City Manager and CDFW. If the City could obtain such a City-wide ITP, it could assist some property owners in Sand City who are interested in future development of their properties within environmentally sensitive East Dunes area.

2. CEQA
The transfer of land ownership to the City is not a “Project” in accordance with CEQA (California Environmental Quality Act) guideline section 15378, and is therefore not subject to CEQA per Agenda
Item
9C
202
2 CEQA Guideline sections 15060(c)(3) and 15060(c)(2) as such activity will not result in the direct or reasonably foreseeable indirect physical change or significant effect to or upon the environment.

3. Fiscal Impact
The cost to the City for the purchase of this parcel is $2,000 plus closing costs.

4. Staff’s Recommendation
Staff recommends that the City Council approve the attached resolution (Attachment 2) which authorizes the City Manager to enter into the Agreement Regarding Land Conveyance Exhibits/Attachments:

Attachment 1: Map of parcel
Attachment 2: Resolution.

Exhibit A: Purchase and Sale Agreement Regarding Land Conveyance 203
204
ATTACHMENT 2

CITY OF SAND CITY
RESOLUTION NO. 22- , 2022

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAND CITY

APPROVING A PURCHASE AND SALE AGREEMENT BY AND BETWEEN THE CITY OF SAND CITY AND JOHN T. CALCAGNO AND TERESA L. CALCAGNO

REVOCABLE TRUST FOR THE PURCHASE OF PROPERTY LOCATED IN THE COUNTY OF MONTEREY, CITY OF SAND CITY (APN: 011-133-009-000) WHEREAS, the John T. Calcagno and Teresa L. Calcagno Revocable Trust (the “Seller”) is the owner of certain property located in the City, known as County Assessor’s Parcel Number 011-133-009-000- (the “Property”); and
WHEREAS, the Property is located in an area known to have environmentally sensitive species and habitat with the possible existence of Federally and State protected species such as the Smith’s Blue Butterfly, Monterey Gilia, Monterey Spineflower, and Coastal Buckwheat limiting potential development on the property; and WHEREAS, the City is in preliminary discussions with the California Department of Fish and Wildlife (“CDFW”) to potentially obtain a City-Wide Incidental Take Permit (“ITP”) for these protected species; and
WHEREAS, if the City were to obtain the ITP it could assist some property owners who are interested in future development of their properties within the environmentally sensitive East Dunes area, including the Property; and
WHEREAS, the City desires to purchase the Property from Seller and Seller desires to sell the Property to City; and
WHEREAS, City and Seller have negotiated a Purchase and Sale Agreement and Joint Escrow Instructions (the “Purchase Agreement”), substantially in the form attached as Exhibit A, setting forth the terms and conditions under which Seller will sell the Property to City; and
WHEREAS, the purchase price of the Property shall be Two-Thousand Dollars ($2000) plus applicable closing costs; and
WHEREAS, the City Council has duly considered all of the terms and conditions of the proposed Purchase Agreement and believes that the purchase of the Property pursuant to the Purchase Agreement is in the best interests of the City of Sand City and the health, safety, and welfare of its residents, and in accord with the public purposes and provisions of applicable state and local laws and requirements.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAND CITY DOES RESOLVE AS FOLLOWS:
205
ATTACHMENT 2
SECTION 1. The City Council finds and determines that the recitals are true and correct and incorporated herein by this reference.

SECTION 2. The City Council hereby approves the Purchase and Sale Agreement, substantially in the form on file with the City Clerk and attached hereto as Exhibit A.

SECTION 3. The City Manager (or her designee) is hereby authorized to make revisions to the Purchase Agreement, in consultation with the City Attorney, that do not materially or substantially increase the City obligations thereunder, to execute the Purchase Agreement, to make all approvals, take all actions, and execute all other documents that may be necessary to carry out the intent of this Resolution.

PASSED AND ADOPTED at a regular meeting of the Sand City City Council held on the 1st day of November, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

ATTEST: ____________________________
Mary Ann Carbone, Mayor
__________________________
Connie Horca, City Clerk
206

Page 1 of 16 ends

PURCHASE AND SALE AGREEMENT

AND JOINT ESCROW INSTRUCTIONS

THIS PURCHASE AND SALE AGREEMENT AND JOINT ESCROW
INSTRUCTIONS (this “Agreement”) is entered into as of October ___, 2022 (the “Effective Date”), by and between the City of Sand City, a California municipal corporation (“Buyer”) and Richard P. Calcagno and Robert L. Calcagno, Successor Trustees of the John T. Calcagno and Teresa L. Calcagno Revocable Trust (“Seller”).

Seller and Buyer are each referred to as a “Party” and collectively referred to herein as the “Parties.”

RECITALS
A. Seller is the owner of that certain real property known as Monterey County Assessor’s Parcel number 011-133-009-000 (the “Property”), as more particularly described in Exhibit A attached hereto and incorporated herein B. Buyer desires to purchase, and Seller desires to sell, the Property subject to the terms and conditions of this Agreement.

NOW, THEREFORE, for and in consideration of the mutual covenants and agreements contained in this Agreement, and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged by the Parties, Seller and Buyer hereby agree as follows:

1. INCORPORATION OF RECITALS AND EXHIBITS.

The Recitals set forth above and the Exhibits attached to this Agreement are each incorporated into the body of this Agreement as if set forth in full.

2. PURCHASE AND SALE.

2.1 Agreement to Sell. Subject to the terms and conditions set forth herein, Seller agrees to sell to Buyer the Property, and Buyer agrees to purchase the Property from Seller.

2.2 Purchase Price. The purchase price for the Property is Two Thousand Dollars ($2,000.00) (the “Purchase Price”).

2.3 Payment of Purchase Price. The Purchase Price will be paid in immediately available funds to Buyer at Closing (defined in Section 5 below).

3. ESCROW.

3.1 Escrow Account. Within two (2) business days after execution of this Agreement, Buyer shall open an escrow account (the “Escrow”) maintained by Old 207
Republic Title Company, 503 Abrego Street, Monterey, CA 93940, Attention Heather Tremper, (831) 372-7378 (the “Title Company” and “Escrow Holder”). Escrow Holder shall perform all escrow and title services in connection with this Agreement.

3.2 Opening of Escrow. Within five (5) business days after the Effective Date, the Parties will deposit into Escrow the fully executed Agreement, or executed counterparts thereto. The date such fully executed Agreement is received by Escrow Holder will be deemed the “Opening of Escrow.”

3.3 Buyer’s Deposit. Within two (2) business days after the Opening of Escrow, the Buyer shall deposit Sixty Dollars ($60.00) into Escrow (the “Deposit”). If Buyer exercises its right to extend the Due Diligence Contingency Period as provided in Section 4.2, and has not provided written notice to Seller terminating this Agreement in accordance with Section 4.3, then Buyer shall deposit an additional Sixty Dollars ($60.00) for each such extension, which sum will be added to the Deposit. The Deposit is fully refundable to Buyer until Buyer’s approval of the Due Diligence Contingency, shall be applicable to the Purchase Price at Closing, and shall not be refunded to Buyer after Buyer’s approval of the Due Diligence Contingency except in the event of a breach by Seller. If Buyer does not deliver written notice of Buyer’s waiver of the Due Diligence Contingency or, alternatively, Buyer’s written notice of termination of this Agreement because of failure of the Due Diligence Contingency, in either event by 11:59 p.m.

Pacific Time on the last day of the Due Diligence Contingency Period, Buyer shall be deemed to have waived the Due Diligence Contingency and Buyer’s Deposit shall become nonrefundable except in the event of Seller’s breach or as otherwise provided in this Agreement. If Buyer gives Seller timely written notice of termination of this Agreement because of failure of the Due Diligence Contingency, Seller shall, within one (1) business day, issue irrevocable and unconditional written instructions to Escrow Holder to return Buyer’s Deposit with all interest accrued thereon, and to return to the Party depositing them all such funds, documents, and other items as that Party may have previously deposited into Escrow, and neither Party shall have any further right or remedy against the other under this Agreement.

3.4 Independent Consideration. As independent consideration for Seller’s entering into this Agreement to sell the Property to Buyer, Buyer shall deliver the sum of Ten Dollars ($10.00) to Seller through Escrow (“Independent Consideration”). In the event that this Agreement is terminated for any reason, Seller shall retain the Independent Consideration; in the event that Buyer does not terminate this Agreement as aforesaid, the Independent Consideration shall be applied to the Purchase Price at Closing.

4. DUE DILIGENCE AND PROPERTY DISCLOSURE REQUIREMENTS.
(a) Condition of Title/Preliminary Report. Buyer has received Preliminary Report for the Property, including copies of all exceptions listed in the Preliminary Report (collectively the “Preliminary Report”). Buyer will review the Preliminary Report and all of the following exceptions to title shall be deemed “Permitted Exceptions”: (a) standard printed exceptions in the Preliminary Report;

Page 2 of 16 ends

208
(b) general and special real property taxes and assessments constituting a lien not yet due and payable; (c) exceptions created by Buyer or by any subtenant of Buyer; (d) any other exceptions approved by Buyer in writing.
(i) Title Review; Objections. Buyer shall have thirty
(30) days after the Effective Date to either approve the exceptions contained in the Preliminary Report (the “Title Approval Date”), or to notify Seller in writing (the “Title Objection Notice”), specifying any exceptions and/or survey matters to which Buyer objects (the “Title Objections”). The Title Approval Date shall be extended one day for every day that delivery of the Preliminary Report to Buyer is delayed beyond the five (5) day period. If Buyer fails to timely give the Title Objection Notice, Buyer shall be deemed to have delivered a Title Objection Notice objecting to all exceptions contained in the Preliminary Report. Seller shall have a period of fifteen (15) business days after Seller’s receipt (or deemed receipt) of the Title Objection Notice (a) to remove, or agree to remove prior to the Closing, some or all of the Title Objections, and to inform Buyer in writing of the same, or (b) to inform Buyer, in writing, that Seller will not agree to remove some or all of the Title Objections (the “Title Response Notice”). If Seller fails to timely deliver the Title Response Notice to Buyer, it shall be conclusively deemed that Seller has elected not to remove any of the Title Objections. If Seller advises Buyer in its Title Response Notice that it will not remove all of the Title Objections (or Seller is deemed to have so advised Buyer), then Buyer shall have until 11:59 p.m. Pacific Time on the last day of the Due Diligence Contingency Period (as defined below) to inform Seller, in writing, whether Buyer elects to waive such objections and proceed with the acquisition of the Property or to terminate this Agreement. Seller shall have until the Closing Date to remove those specified exceptions, if any, which Seller has agreed to remove in the Title Response Notice. Notwithstanding the foregoing, by the Closing Date or in connection with the Closing, Seller shall remove or cause to be removed all monetary liens, all UCC-1 filings with respect to the Property, if any, and all monetary encumbrances affecting the Property (other than current taxes and assessments not yet due and payable). If, after agreeing to correct or remove any Title Objections, Seller is unable to correct or remove all of them before the time set for the Closing, Buyer shall have the right to terminate this Agreement and the escrow provided for herein, in which event Seller shall, within one (1) business day, issue irrevocable and unconditional written instructions to Escrow Holder to return Buyer’s Deposit with all interest accrued thereon, and to return to the Party depositing them all such funds, documents, and other items as that Party may have previously deposited into Escrow. (b) Modifications to the Preliminary Report. Buyer shall have the right to reexamine title to the Property and in the event of any amended, updated or modified version of the Preliminary Report after Buyer has provided or been deemed to have provided the Title Objection Notice, Buyer shall have the right to object to any additional title exceptions, or modifications to existing title exceptions, contained in such amended, updated, or modified Preliminary Report by the same process used with regard to the original Preliminary report, as described in this Article 4; provided, however, that the objection and response times of each of the Parties shall be limited to five (5) calendar days each, and the Closing shall be extended accordingly.

Page 3 of 16 ends

209

Page 4 of 16 ends

4.2 Due Diligence Contingency Period. Buyer will have thirty (30) days from the Effective Date (the “Due Diligence Contingency Period”) to complete physical inspections of the Property and due diligence related to the purchase of the Property, including without limitation approval of the condition of title. Buyer may extend the Due Diligence Contingency Period two (2) times, each by thirty (30) days, upon written notice to Seller not less than two (2) days prior to the end of the Due Diligence Contingency Period and deposit of the additional funds required for extension, as set forth in Section 3.3. Notwithstanding the foregoing, Buyer may only extend the Due Diligence Contingency Period two (2) times. Seller shall provide to Buyer complete copies of all documents relating to the ownership and operation of the Property, if any, that are in Seller’s possession or control (the “Due Diligence Documents”) by not later than ten (10) business days following the Effective Date All physical inspections must be coordinated with Seller’s representative. Buyer hereby agrees to indemnify and hold Seller harmless for any damage to the Property caused (but not merely revealed) by Buyer’s inspections.

4.3 Satisfaction of Due Diligence Contingency. Buyer shall have the right, in its sole discretion, to terminate this Agreement for any reason prior to the expiration of the Due Diligence Contingency Period and receive a refund of Buyer’s Deposit. Buyer hereby agrees to provide written notice to Seller prior to the expiration of the Due Diligence Contingency Period if Buyer approves or disapproves the due diligence items. Upon provision of notice of disapproval to Seller, this Agreement will terminate, and all amounts deposited by Buyer into escrow, together with interest thereon, if any, will be returned to Buyer, and neither Party will have any further rights or obligations hereunder except those which expressly survive the termination of this Agreement. If Buyer fails to notify Seller in writing of the approval or disapproval of all due diligence items, then after Seller gives Buyer ten (10) days’ written notice of Buyer’s failure to approve or disapprove all due diligence items, it will be conclusively presumed that Buyer has approved all such items, matters or documents.

4.4 Environmental and Natural Hazards Disclosure. California Health and Safety Code Section 25359.7 requires owners of non-residential real property who know, or have reasonable cause to believe, that any release of hazardous substances is located on or beneath the real property to provide written notice of same to the buyer of real property. Other applicable laws require Seller to provide certain disclosures regarding natural hazards affecting the Property. Seller agrees to make all necessary disclosures required by law. All disclosures pursuant to this Section 4.4 shall be in writing and shall be delivered to Buyer not later than ten (10) business days after the Effective Date.

5. CLOSING AND PAYMENT OF PURCHASE PRICE.

5.1 Closing. The closing (the “Closing” or “Close of Escrow”) will occur no later than sixty (60) days from the expiration of the Due Diligence Contingency Period (“Closing Date”) or such other date that the Parties agree in writing. 210

5.2 Buyer’s Conditions to Closing. Buyer’s obligation to purchase the Property is subject to the satisfaction of all of the following conditions or Buyer’s written waiver thereof (in Buyer’s sole discretion) on or before the Closing Date:
(a) Buyer has approved the condition of the Title the Property, and all due diligence items.
(b) Seller has performed all obligations to be performed by Seller pursuant to this Agreement.
(c) Seller’s representations and warranties herein are true and correct in all material respects as of the Closing Date. (d) The Title Company is irrevocably committed to issue to Buyer a CLTA Owner’s Policy of Title Insurance in the full amount of the Purchase Price, effective as of the Closing Date, insuring title to Buyer subject only to the Permitted Exceptions, and together with such endorsements as Buyer may reasonably require.

5.3 Seller’s Conditions to Closing. The Close of Escrow and Seller’s obligation to sell and convey the Property to Buyer are subject to the satisfaction of the following conditions or Seller’s written waiver (in Seller’s sole discretion) of such conditions on or before the Closing Date:
(a) Buyer has performed all obligations to be performed by Buyer pursuant to this Agreement before the Closing Date. (b) Buyer’s representations and warranties set forth herein are true and correct in all material respects as of the Closing Date.

5.4 Conveyance of Title. Seller will deliver marketable fee simple title to Buyer at the Closing, subject only to the Permitted Exceptions. The Property will be conveyed by Seller to Buyer in an “as is” condition, with no warranty, express or implied, by Seller as to the physical condition including, but not limited to, the soil, its geology, or the presence of known or unknown faults or hazardous materials or hazardous waste (as defined by state and federal law) except as specifically provided in this Agreement, and further provided that nothing shall rrelieve Seller from the obligation to disclose all material facts regarding the Property of which Seller has actual knowledge.

5.5 Deposits into Escrow.
(a) Deliveries by Seller. Seller shall deposit into the Escrow for delivery to Buyer at Closing: (i) a grant deed fully executed by Seller and notarized; (ii) an affidavit or qualifying statement which satisfies the requirements of paragraph 1445 of the Internal Revenue Code of 1986, as amended, any regulations thereunder (the “Non-Foreign Affidavit”); (iii) a California Franchise Tax Board form 590 to satisfy the requirements of California Revenue and Taxation Code Section 18805(b) and 26131; (iv) such resolutions, authorizations, or other documents or agreements relating to

Page 5 of 16 ends

211
Seller as shall be reasonably required by Title Company; and (v) all other documents required by this Agreement to complete the Closing.
(b) Deliveries by Buyer. Buyer shall deposit into the Escrow at Closing immediately available funds in the amount, which together with the Independent Consideration and the Deposit plus interest thereon, if any, is equal to: (i) the Purchase Price as adjusted by any prorations between the Parties; (ii) the escrow fees and recording fees; and (iii) the cost of the Title Policy; (iv) such resolutions, authorizations, or other documents or agreements relating to Buyer as shall be reasonably required by Title Company; and (v) all other documents required by this Agreement to complete the Closing.
(c) Closing. The term “Closing” as used herein shall be deemed to be the date when Escrow Holder causes the Grant Deed to be recorded in the Office of the County Recorder of Monterey County. Upon Closing, Escrow Holder shall:
(i) record the Grant Deed; (ii) disburse to Seller the Purchase Price less any adjustments for Seller’s share of the Closing Costs as described below and any credits due to Buyer; (iii) deliver to Buyer the Non-Foreign Affidavit, the California Certificate and the original recorded Grant Deed; (iv) pay any other expenses payable through escrow; and (v) distribute to itself the payment of escrow fees and expenses required hereunder.
(d) Closing Costs. Seller shall pay all escrow costs, the cost of recording any documents necessary to remove liens, encumbrances, or title exceptions, all City and County documentary transfer taxes, the cost of a standard CLTA policy of title insurance and any endorsements. Each Party shall pay its share of the pro-rated property taxes, and its own legal fees and costs. All other costs or expenses not otherwise provided for in this Agreement shall be divided equally between Seller and Buyer.
(e) Pro-Rations. At the Close of Escrow, the Escrow Holder shall make the following prorations: (i) property taxes will be prorated as of the close of escrow based upon the most recent tax bill available, including any property taxes that may be assessed after the close of escrow but which pertain to the period prior to the transfer of title to the Property to Buyer, regardless of when or to whom notice thereof is delivered; (ii) any bond or assessment that constitutes a lien on the Property at the close of escrow, and which Buyer has approved as a Permitted Exception, will be assumed by Buyer. Buyer does not pay ad valorem taxes.

6. REPRESENTATIONS, WARRANTIES AND COVENANTS.

6.1 Seller’s Representations, Warranties and Covenants. In addition to the representations, warranties and covenants of Seller contained in other sections of this Agreement, Seller hereby represents, warrants and covenants to Buyer that the statements below in this Section 6.1 are each true and correct as of the Closing Date provided however, if to Seller’s actual knowledge any such statement becomes untrue prior to Closing, Seller will notify Buyer in writing and Buyer will have three (3) business

Page 6 of 16 ends

212
days thereafter to determine if Buyer wishes to proceed with Closing. If Buyer determines it does not wish to proceed, then the terms of Section 7.1 will apply. (a) Authority. Seller is a Revocable Trust, lawfully formed, in existence and in good standing under the laws of the State of California. Seller has the full right, capacity, power and authority to enter into and carry out the terms of this Agreement. This Agreement has been duly executed by Seller, and upon delivery to and execution by Buyer is a valid and binding agreement of Seller. (b) Encumbrances. Seller has not alienated, encumbered, transferred, mortgaged, assigned, pledged, or otherwise conveyed its interest in the Property or any portion thereof, nor entered into any Agreement to do so, and there are no liens, encumbrances, mortgages, covenants, conditions, reservations, restrictions, easements or other matters affecting the Property, except as disclosed in the Preliminary Report. Seller will not, directly or indirectly, alienate, encumber, transfer, mortgage, assign, pledge, or otherwise convey its interest prior to the Close of Escrow, as long as this Agreement is in force.
(c) Agreements. There are no agreements affecting the
Property except those which have been disclosed by Seller. There are no agreements which will be binding on the Buyer or the Property after the Close of Escrow. (d) No Violations. The execution, delivery and performance by Seller of its obligations under this Agreement will not conflict with or result in a breach of any law, governmental rule, regulations, judgment, decree or order by which the Seller or the Property is bound, or by the provisions of any contract to which Seller is a party, or by which Seller or the Property is bound. Seller has not received notice of any, and to the best of Seller’s knowledge there is no, action, suit, proceeding, or investigation pending or threatened, before any agency, court or other governmental authority which relates to the Property or the use thereof. Seller has not received any notices of any violations of any governmental laws or requirements applicable to the Property. Seller further represents and warrants that, during the period of ownership of the Property, Seller, its agents and employees complied with all federal, state and municipal environmental laws, regulations and policies applicable to the Property. (e) Litigation. There is not pending, or, to the best of Seller’s knowledge, threatened, any suit, action, arbitration, or legal, administrative or other proceeding or governmental investigation against or affecting the Property or Seller’s ability to convey the Property at the Closing. Seller is not in default with respect to any order, writ, injunction or decree of any federal, state, local or foreign court, department, agency or instrumentality affecting the Property or Seller’s ability to convey the Property at the Closing.
(f) Default of Obligations or Liabilities. Seller has no notice that it is in default with respect to any of its obligations or liabilities pertaining to the Property, nor are there any facts or circumstances or conditions or events which, but for notice or lapse of time or both, would constitute a result in any such default.

Page 7 of 16 ends

213
(g) Maintenance and Operations. Prior to Closing, Seller shall operate and maintain the Property in the same manner and condition as of the date of this Agreement, and shall make no material capital improvements or alterations to the Property without Buyer's prior written approval, which approval may be withheld in Buyer's sole discretion.
(h) Hazardous Substances. To the best of Seller’s knowledge, Seller hereby represents and warrants that there are no underground storage tanks on the Property in which any Hazardous Substance, as defined , below, has been or is being stored, nor has there been any storage, production, manufacture, generation, treatment, handling, refinement, spill, disposal, discharge or release of any Hazardous Substance into, on, from or over the Property, or into or upon ground or surface water on or under the Property.
(i) Definition. As used in this Agreement, "Hazardous
Substances" means any gas, liquid or solid, or combination of these, which is included as a substance, matter, material, waste, chemical, material, release, discharge, or emission, which is hazardous, extremely hazardous, toxic, radioactive material, radioactive waste, designated waste, or air pollutant, under: the California Hazardous Waste Control Law (California Health & Safety Code, Division 20, Chapter 6.5); the Safe Drinking Water and Toxic Enforcement Act of 1986 (California Health & Safety Code, Division 20, Chapter 6.6); Underground Storage of Hazardous Substances (California Health & Safety Code, Division 20, Chapter 6.7); Hazardous Substance Account Act (California Health & Safety Code, Division 20, Chapter 6.8); the Hazardous Release Response Plans and Inventory (California Health & Safety Code, Division 20, Chapter 6.95); California Code of Regulations, Title 26, Division 23, Sections 2521 and 2522; the Clean Water Act (33 U.S.C. 1251, et seq.); the Resource Conservation and Recovery Act (42 U.S.C. 6901, et seq.); the Comprehensive Environmental Response, Compensation and Liability Act (42 U.S.C. 9601, et seq.); the Emergency Planning and Community Right to Know Act of 1986 (42 U.S.C. 1100, et seq.); Control of Radioactive Contamination of the Environment (California Health & Safety Code, Division 20, Chapter 7); The Clean Air Act (42 U.S.C. 7401, et seq.); Code of Federal Regulations Section 302.4; or any statute, ordinance, regulation, administrative order or decision, or judicial decision interpreting or applying any of these provisions, as well as any amendments of any of these provisions, or any subsequently enacted statutes, ordinances, regulations, or orders, which refer or relate to "Hazardous Substances" as used in this Agreement; provided, however, that specifically included under this Agreement are asbestos, PCB's, mercury, sulphur dioxide, vinyl chloride, urea formaldehyde, natural gas, compressed natural gas, methanol, natural gas liquids, liquefied natural gas, or synthetic gas useable for fuel (or mixtures of natural gas and such synthetic gas), all petroleum products or byproducts, hydrocarbons, and any components or derivatives thereof.
(i) Withholding. Seller is not a "foreign person", "foreign corporation", "foreign trust" or "foreign estate" as those terms are defined in the I.R.C., Section 1445, nor is the sale of the Property subject to any withholding requirements imposed by the Internal Revenue Code (including, but not limited to, Section 1445

Page 8 of 16 ends

214
thereof) or any comparable laws of the State, and Buyer has no obligation under any such laws to withhold any monies from the Purchase Price in accordance with the provisions of such laws in connection with the transaction contemplated hereby (or, if same shall not be the case such that Buyer is obligated to withhold from the Purchase Price under any such laws, Seller shall cooperate with Buyer in connection with Closing to allow for withholding and compliance with such laws, as necessary). (j) Other Material Facts. Seller represents and warrants that there are no other material facts or additional items which warrant disclosure, except as stated herein or delivered to Buyer in accordance with this Agreement. (k) Full Disclosure. None of the representations and warranties made by Seller contain or will contain any untrue statement or material fact, or fail to state a material fact necessary to make the statements made, in light of the circumstances under which they were made, not misleading.

The truth and accuracy of each of the representations and warranties, and the performance of all covenants of Seller contained in this Agreement are conditions precedent to Buyer’s obligation to proceed with the Closing hereunder. The foregoing representations and warranties shall survive Close of Escrow or the expiration or termination of this Agreement and shall not be deemed merged into the deed upon closing.

6.2 Buyer’s Representations and Warranties. In addition to the representations, warranties and covenants of Buyer contained in other sections of this Agreement, Buyer hereby represents, warrants and covenants to Seller that the statements below in this Section 6.2 are each true as of the Effective Date, and, if to Buyer’s actual knowledge any such statement becomes untrue prior to Closing, Buyer shall so notify Seller in writing and Seller shall have not more than ten (10) days thereafter to notify Buyer, in writing, of the following: (a) whether or not Seller deems such untruth to be material, the reasons therefor, and a detailed explanation of how such untruth would, in Seller’s reasonable estimation, prevent Buyer or Seller from Closing escrow or otherwise fully performing their obligations under this Agreement; and (b) whether or not Seller wishes to proceed with Closing. Nothing in this section 6.2 allows Seller to terminate this Agreement or to refuse to proceed to Closing unless the condition causing the untruth of any of Buyer’s representations or warranties below directly and actually prevents Buyer from Closing escrow:
(a) Buyer is a California municipal corporation. Buyer has the full right, capacity, power and authority to enter into and carry out the terms of this Agreement. This Agreement has been duly executed by Buyer, and upon delivery to and execution by Seller shall be a valid and binding agreement of Buyer. (b) Buyer is not bankrupt or insolvent under any applicable federal or state standard, has not filed for protection or relief under any applicable bankruptcy or creditor protection statute, and has not been threatened by creditors with an involuntary application of any applicable bankruptcy or creditor protection statute.

Page 9 of 16 ends

215
The truth and accuracy of each of the representations and warranties, and the performance of all covenants of Buyer contained in this Agreement are conditions precedent to Seller’s obligation to proceed with the Closing hereunder.

7. REMEDIES

7.1 Seller's Indemnifications. Seller shall indemnify Buyer against and hold Buyer harmless from any claim, loss, damage or expense, including any reasonable attorneys' fees and costs, expert fees and Costs of Suit, asserted against or suffered by Buyer resulting from or arising out of (i) any breach by Seller of this Agreement; (ii) any liability or obligation of Seller which Buyer is not required to assume hereunder or accruing prior to such assumption; or (iii) the inaccuracy or breach of any of the representations, warranties, or covenants made by Seller herein.

7.2 Buyer’s Remedies. In the event of a breach or default under this Agreement by Seller, if such breach or default occurs prior to Close of Escrow, Buyer reserves the right to either (a) seek specific performance from Seller or (b) to do any of the following: (i) to waive the breach or default and proceed to close as provided herein; (ii) to extend the time for performance and the Closing Date until Seller is able to perform; or (iii) to terminate this Agreement upon written notice to Seller.

7.3 Seller’s Remedies. FOLLOWING SATISFACTION OR WAIVER BY BUYER OF THE BUYER’S CONTINGENCIES, IF BUYER COMMITS A MATERIAL

DEFAULT UNDER THE AGREEMENT (WHICH DEFAULT IS NOT CURED WITHIN FIVE (5) BUSINESS DAYS AFTER SELLER NOTIFIES BUYER IN WRITING OF

SUCH DEFAULT) AND THE CLOSE OF ESCROW FAILS TO OCCUR BY REASON

OF SUCH MATERIAL DEFAULT, THEN IN ANY SUCH EVENT, SELLER MAY

TERMINATE THIS AGREEMENT AND SELLER SHALL THEREUPON BE RELEASED FROM ITS OBLIGATIONS HEREUNDER. BUYER AND SELLER AGREE THAT

BASED UPON THE CIRCUMSTANCES NOW EXISTING, KNOWN AND UNKNOWN,

IT WOULD BE IMPRACTICAL OR EXTREMELY DIFFICULT TO ESTABLISH SELLER’S DAMAGE BY REASON OF BUYER’S MATERIAL DEFAULT.

ACCORDINGLY, BUYER AND SELLER AGREE THAT IF THIS AGREEMENT

TERMINATES AS A RESULT OF A MATERIAL DEFAULT BY BUYER UNDER THE

AGREEMENT, IT WOULD BE REASONABLE AT SUCH TIME TO AWARD SELLER

THE AMOUNT OF THE DEPOSIT PAID BY BUYER AT THE TIME OF THE DEFAULT AS LIQUIDATED DAMAGES. SELLER AND BUYER AGREE THAT THE AMOUNT OF

THE DEPOSIT PAID AT THE TIME OF THE DEFAULT IS REASONABLE AS LIQUIDATED DAMAGES AND SHALL BE SELLER’S SOLE AND EXCLUSIVE

REMEDY IN LIEU OF ANY OTHER RELIEF, RIGHT OR REMEDY, AT LAW OR IN

EQUITY, TO WHICH SELLER MIGHT OTHERWISE BE ENTITLED BY REASON OF BUYER’S MATERIAL DEFAULT IN ITS OBLIGATION TO PURCHASE THE PROPERTY PURSUANT TO THE AGREEMENT. SELLER HEREBY WAIVES THE REMEDY OF SPECIFIC PERFORMANCE AGAINST BUYER. SELLER AND BUYER

ACKNOWLEDGE THAT THEY HAVE READ AND UNDERSTAND THE PROVISIONS

OF THIS PARAGRAPH AND BY THEIR INITIALS IMMEDIATELY BELOW AGREE TO BE BOUND BY ITS TERMS.

Page 10 of 16 ends

216

Page 11 of 16 ends

Seller’s Initials: ________ Buyer’s Initials: _________

8. BROKERS. Seller and Buyer each represent that no real estate broker has been retained by that Party in the sale or procurement of the Property or negotiation of this Agreement. Each Party shall indemnify, hold harmless and defend the other from any and all claims, actions, and liability for any breach of the preceding representation, and for any commission, finder’s fee, or similar charges arising out of that Party’s breach, or from any claims to such compensation by any real estate broker alleging to have represented that Party in this transaction.

9. ASSIGNMENT. Absent an express signed written agreement between the Parties to the contrary, neither Seller nor Buyer may assign its rights or delegate its duties under this Agreement without the express written consent of the other, which consent may be withheld for any reason except that Buyer may assign this Agreement to an entity owned or controlled by Buyer or which is under the common control of Buyer provided notice of such assignment is provided to Seller. No permitted assignment of any of the rights or obligations under this Agreement shall result in a novation or in any other way release the assignor from its obligations under this Agreement.

10. MISCELLANEOUS.

10.1 Attorneys’ Fees. If any Party employs counsel to enforce or interpret this Agreement, including the commencement of any legal proceeding whatsoever (including insolvency, bankruptcy, arbitration, mediation, declaratory relief or other litigation), the prevailing party shall be entitled to recover its reasonable attorneys’ fees and court costs (including the service of process, filing fees, court and court reporter costs, investigative fees, expert witness fees, and the costs of any bonds, whether taxable or not) and shall include the right to recover such fees and costs incurred in any appeal or efforts to collect or otherwise enforce any judgment in its favor in addition to any other remedy it may obtain or be awarded. Any judgment or final order issued in any legal proceeding shall include reimbursement for all such attorneys’ fees and costs. In any legal proceeding, the “prevailing party” shall mean the Party determined by the court to most nearly prevail and not necessarily the Party in whose favor a judgment is rendered.

10.2 Interpretation. This Agreement has been negotiated at arm’s length and each Party has been represented by independent legal counsel in this transaction and this Agreement has been reviewed and revised by counsel to each of the Parties.

Accordingly, each Party hereby waives any benefit under any rule of law (including Section 1654 of the California Civil Code) or legal decision that would require interpretation of any ambiguities in this Agreement against the Party drafting it.

10.3 Survival. All indemnities, covenants, representations and warranties contained in this Agreement shall survive Close of Escrow. 217

Page 12 of 16 ends

10.4 Successors. Except as provided to the contrary in this Agreement, this Agreement shall be binding on and inure to the benefit of the Parties and their successors and assigns.

10.5 Governing Law. This Agreement shall be construed and interpreted in accordance with the laws of the State of California.

10.6 Integrated Agreement; Modifications. This Agreement contains all the agreements of the Parties concerning the subject hereof and cannot be amended or modified except by a written instrument executed and delivered by the Parties. There are no representations, agreements, arrangements or understandings, either oral or written, between or among the Parties hereto relating to the subject matter of this Agreement that are not fully expressed herein. In addition there are no representations, agreements, arrangements or understandings, either oral or written, between the Parties upon which any Party is relying upon in entering this Agreement that are not fully expressed herein.

10.7 Severability. If any term or provision of this Agreement is determined to be illegal, unenforceable, or invalid in whole or in part for any reason, such illegal, unenforceable, or invalid provisions or part thereof shall be deemed stricken from this Agreement, and any such provision shall not be affected by the legality, enforceability, or validity of the remainder of this Agreement, unless the objectives of this Agreement will be materially frustrated thereby, in which case this Agreement shall be void and of no effect, and Escrow Holder shall promptly return Buyer’s Deposit with all interest accrued thereon, and return to the Party depositing them all such funds, documents, and other items as that Party may have previously deposited into Escrow, and neither Party shall have any further right or remedy against the other under this Agreement. If any provision or part thereof of this Agreement is stricken in accordance with the provisions of this Section, then the stricken provision shall be replaced, to the extent possible, with a legal, enforceable and valid provision this is in keeping with the intent of the Parties as expressed herein.

10.8 Notices. Any delivery of this Agreement, notice, modification of this Agreement, collateral or additional agreement, demand, disclosure, request, consent, approval, waiver, declaration or other communication that either Party desires or is required to give to the other Party or any other person shall be in writing. Any such communication may be served personally, by email, or by nationally recognized overnight delivery service (e.g., Federal Express), which provides a receipt of delivery, or sent by prepaid, first class mail, return receipt requested to the Party’s address as set forth below:

To Buyer: City of Sand City
1 Pendergrass Way
Sand City, CA 93955
Attention: City Manager
218
To Seller: Richard P. Calcagno and Robert L. Calcagno,
Trustees
__________________
___________________
Attention: ___________
If to Escrow Holder/Title Company:

Old Republic Title Company
503 Abrego Street
Monterey, CA 93940
Attention: Heather Tremper
Any notice delivered by hand or Federal Express or similar courier service shall be deemed to be delivered when actual delivery is made or refused. Any notice delivered by email shall be deemed to be delivered when sent, provided that confirmation of effective transmission is received by the sender or no notice of delivery failure is received by the sender and provided, further, that any email sent after 5:00 p.m. Pacific Time shall be deemed given on the next following business day. Any notice deposited in the United States Mail in the manner required above shall be deemed to be delivered five (5) business days after the date of such deposit, and any time periods provided for herein during which a Party may act shall not commence until such notice is deemed to be so delivered. Either Party hereto may change its address by notice given as provided herein to the other Party and Title Company.

10.9 Time. Time is of the essence to the performance of each and every obligation under this Agreement.

10.10 Days of Week. If any date for exercise of any right, giving of any notice, or performance of any provision of this Agreement falls on a Saturday, Sunday or holiday, the time for performance will be extended to 5:00 p.m. on the next business day.

10.11 Reasonable Consent and Approval. Except as otherwise provided in this Agreement, whenever a Party is required or permitted to give its consent or approval under this Agreement, such consent or approval shall not be unreasonably withheld or delayed. If a Party is required or permitted to give its consent or approval in its sole and absolute discretion or if such consent or approval may be unreasonably withheld, such consent or approval may be unreasonably withheld but shall not be unreasonably delayed.

10.12 Further Assurances. The Parties shall at their own cost and expense execute and deliver such further documents and instruments and shall take such other actions as may be reasonably required or appropriate to carry out the intent and purposes of this Agreement.

10.13 Waivers. Any waiver by any Party shall be in writing and shall not be construed as a continuing waiver. No waiver will be implied from any delay or failure

Page 13 of 16 ends

Sand City City CouncilNovember 15, 2022

Sand City City Council
November 15, 2022