Sand City City Council
September 20, 2022

REGULAR MEETING

JOINT SAND CITY COUNCIL AND

SUCCESSOR AGENCY OF THE

REDEVELOPMENT AGENCY
TUESDAY, SEPTEMBER 20, 2022
5:30 PM
1 AGENDA

JOINT SAND CITY COUNCIL AND SUCCESSOR AGENCY OF THE REDEVELOPMENT AGENCY
Regular Meeting - Tuesday, September 20, 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 Council Meeting Minutes
1) August 16, 2022 Special Meeting Minutes
2) August 16, 2022 Regular Meeting Minutes
3) September 6, 2022 Regular Meeting Minutes

8.16.2022 SPECIAL Meeting Minutes.pdf

8.16.22 REGULAR Meeting Minutes.pdf

9.6.22 Regular Meeting Minutes.pdf
6B. Acceptance of City/Successor Agency Financial Report, June 2022 June 2022 City. Successor Agency Monthly Financial Report.pdf 6C. Approval of City RESOLUTION Amending Appendix "A" to the City of Sand City's Conflict of Interest Code Set Forth in Chapter 2.20 of the Sand City Municipal Code
Staff Report. Updating Conflict of Interest Code.pdf
Resolution. Amending Appendix A to the City of Sand City's Conflict of Interest Code.pdf
6D. Approval of City RESOLUTION Authorizing a City Surveying Services Agreement with Polaris Land Surveying Inc.

Staff Report . Authorizing a City Surveying Agreement with Polaris Land Surveying Inc.pdf
RESOLUTION. Polaris.FY 22-23 City Surveying Services.pdf

7. CONSIDERATION OF ITEMS PULLED FROM CONSENT CALENDAR

8. PRESENTATIONS
3 8A. Presentation by Jacqueline Simon, Chair of the Inclusion & Diversity Committee and Dr. Gene Holloway regarding Imagining Policing (10 minutes) 8B. Presentation and Discussion: Recap of (1) West End Festival, 2022; (2) We.mural Festival 2022; (3) Bicycle Criterium Race and thoughts for 2023

9. NEW BUSINESS
9A. Approval of City RESOLUTION Amending Resolution SC 22-30 to Approve an Additional Contract amount of $112,500 for Meyers, Nave Staff Report and Resolution. Approving Additional Contract Amount for Meyers Nave
9B. Consideration of City RESOLUTION Rejecting all Bids for the Calabrese Park, Pendergrass Way and City Hall Improvement Project, and Authorizing Staff to Rebid the Project with a Reduced Scope of Work
Staff Report. Contract for Calabrese Park, Pendergrass Way and City Hall Improvement Project.pdf
Exhibit A.Plans & Specs.pdf
Exhibit B. Resolution Rejecting all Bids for the Calabrese Park, Pendergrass Way and City Hall Improvement Project and Authorizing Staff to Rebid the Project.pdf Exhibit C. Resolution to Award (not recommended).pdf
9C. Consideration and Approval of City RESOLUTION Authorizing the City Manager to Execute a Professional Services Agreement with Paul DeRouen Staff Report. Professional Services for Computer Services.pdf Resolution. Authorizing the City Manager to Enter into a Professional Services Agreement.pdf
9D. Comments by Council Members on Items of Interest to Sand City 9E. Upcoming Meetings/Events

10. 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.
4 AGENDA ITEM
6A.

Approval Council Meeting Minutes 1)
August 16, 2022 Special Meeting Minutes
2) August 16, 2022 Regular Meeting
Minutes 3) September 6, 2022 Regular
Meeting Minutes
5 MINUTES

JOINT SAND CITY COUNCIL AND SUCCESSOR

AGENCY OF THE REDEVELOPMENT AGENCY
Special Meeting - Tuesday, August 16, 2022
5:00 PM
As allowed per Assembly Bill (AB361), this meeting was conducted in person and by teleconference
Mayor Carbone called the meeting to order at 5:01 P.M.

AGENDA ITEM 1, ROLL CALL

Present: Mayor Mary Ann Carbone
Council Member Blackwelder
Councilmember Cruz (excused absence)
Councilmember Hawthorne
Councilmember Sofer
Staff: Vibeke Norgaard, City Manager
Connie Horca, City Clerk
Adam Lindgren, Interim City Attorney (virtual attendance) AGENDA ITEM 2, COMMUNICATIONS
5:03 P.M. The Mayor opened the Floor for public comment, and seeing none, closed the floor for public comment.

AGENDA ITEM 3, CLOSED SESSION
5:04 P.M. The Mayor opened the Floor for public comment regarding the closed session item, and seeing none, closed the floor for public comment.
5:04 p.m.

3.A The City Council/ Successor Agency Board adjourned to Closed Session regarding:
1) ANTICIPATED LITIGATION: Initiation of Litigation Pursuant to Government Code Section 54956.9(d)(4) (One Case).
5:28 p.m.

3.B Re-adjourned to Open Session to report any action taken at the conclusion of Closed Session in accordance with 54957.1 of the Ralph M. Brown Act The Successor Agency received an update from, and provided direction to its litigation counsel.

AGENDA ITEM 4, ADJOURNMENT
There was consensus of the Council to adjourn the meeting at 5:28 p.m. to the regularly scheduled Council meeting to commence at 5:30 p.m.
_________________________
Connie Horca, City Clerk 6
_____________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 08.16.22 Regular Meeting

MINUTES

JOINT SAND CITY COUNCIL AND SUCCESSOR

AGENCY OF THE REDEVELOPMENT AGENCY
Regular Meeting - Tuesday, August 16, 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 (excused absence)
Councilmember Hawthorne
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 reported on a Presentation of the 21 Elements regarding an initiative for housing and possible assessment charge, and the legalities of signing a letter.

Interim City Attorney Lindgren summarized the Brown Act, adding items to the agenda, and whether this is a standing item. City Manager Norgaard suggested that the Mayor send the letter to Mr. Lindgren for review.

City Manager Norgaard reported on the highlights of her City manager’s report such as the recording of the final map for the South of Tioga project, the recordation of the conservation easement and the organization that will be the endowment holder, status of the last building that needs to be demolished, and Shake Avenue acceptance and dedication. She also provided an update on the bad news regarding the Arts Council lease, mural festival, AMBAG meeting on the 7 _____________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 08.16.22 Regular Meeting
RHNA allocation, public bid for the Calabrese Park construction, and records request for the Wilson property.

City Manager Norgaard also responded to Council Member Blackwelder’s inquiry regarding the status of the construction of the Art Park gate.

Interim City Attorney Lindgren reported out on the closed session meeting that the Successor Agency received an update from, and provided direction to its litigation counsel, and on his planned attendance at the upcoming League of California Cities conference.

AGENDA ITEM 5, COMMUNICATIONS
5:50 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications.
5:50 P.M. Floor closed to Public Comment.

AGENDA ITEM 6, CONSENT CALENDAR
6A. There was no discussion of the Council Meeting Minutes for the July 5, 2022 Regular Meeting, and July 19, 2022 Regular Meeting.
6B. There was no discussion of the City Resolution Authorizing the Extension of Remote Teleconference Meetings of the City Council and Boards, Commission, and Committees for the Period of August 17, 2022 through September 15, 2022 pursuant to AB 361 and Ralph M. Brown Act Provisions.
6C. There was no discussion of the City Resolution Granting the City Manager Authorization to Execute a Water Assignment Agreement and Assign up to 0.193 acre-feet of Water from the Sand City Water Entitlement to Thomas H. George Jr. for Tenant Improvements to an Existing Commercial Building at 783 Redwood Avenue (APN 011-193-019).
6D. There was no discussion of the City Donation/Contribution to the Monterey County Fair for $500.
6E. There was no discussion of the City Resolution Confirming Members of the Sand City Arts Committee and New Appointment of Michelle Djokic.

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

ABSTAIN: None. Motion carried.

AGENDA ITEM 7, CONSIDERATION OF ITEMS PULLED FROM CONSENT CALENDAR There were no items pulled from the Consent Calendar.
8 _____________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 08.16.22 Regular Meeting
AGENDA ITEM 8, PUBLIC HEARING
8A. Consideration of SECOND READING and ADOPTION of Ordinance of the City of Sand City Amending Title 5 of the Sand City Municipal Code by Adding Chapter 20 "Standards, Procedures, and Fees for Short Term Rentals of Properties in Sand City"
City Manager Norgaard presented the second reading of the Ordinance amending Title 5 of the Sand City Municipal Code that was presented to the Council at the August 2, 2022 Council meeting.

Mr. Lindgren requested the Council waive the full reading and adopt for seconding reading.

Mayor Carbone thanked staff for the staff report.
5:53 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications.
5:53 P.M. Floor closed to Public Comment.

Motion to waive reading in full, and adopt for second reading, by title only, the Ordinance of the City of Sand City Amending Title 5 of the Sand City Municipal Code by Adding Chapter 20 "Standards, Procedures, and Fees for Short Term Rentals of Properties in Sand City" was made by Council Member Hawthorne seconded by Council Member Sofer. Roll call Vote AYES: Council Members Blackwelder, Carbone, Cruz, Hawthorne, Sofer. NOES: None. ABSENT: Council Member Cruz. ABSTAIN: None. Motion carried.

AGENDA ITEM 9, NEW BUSINESS
9A. Consideration of City RESOLUTION Establishing a Short-Term Rental Permit Cap and Adopting a Short-Term Rental Permit Application Fee and Inspection Fee and a Short-Term Rental Renewal Fee and Rescinding Prior Resolution SC 22-58, 2022
City Manager Norgaard reported that this resolution is the same resolution previously adopted. The resolution sets the cap, with the fees calculated at a cost for the City to process the application, and also expressed her apologies to the Council that it had to come back a second time.
5:59 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications.
9 _____________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 08.16.22 Regular Meeting
5:59 P.M. Floor closed to Public Comment.

Motion to approve the City Resolution establishing a Short-Term Rental Permit Cap and Adopting a Short-Term Rental Permit Application Fee and Inspection Fee and a Short-Term Rental Renewal Fee and Rescinding Prior Resolution SC 22-58, 2022 was made by Council Member Blackwelder, seconded by Council Member Hawthorne. Roll call Vote AYES: Council Members Blackwelder, Carbone, Hawthorne, Sofer. NOES: None. ABSENT: Council Member Cruz. ABSTAIN:

None. Motion carried.
9B. Consideration and Approval of City RESOLUTION Approving a Special Permit for a Bicycle Criterium Race to be held on September 11, 2022 within the City of Sand City
City Manager Norgaard reported that this item was a presentation and considered by the Council in February, 2022. Mr. Tom McCullough proposed the idea of holding a Bike Criterium in Sand City and the Council approved to have the date set as September 11, 2022. Staff prepared the permit and application with a resolution to approve the permit, and the applicant requested that the Council waive the $500 application fee given his patience with the process.

Council Member Blackwelder commented that this would be a great event for the City, that Sand City is a pioneer of cultural evolution.

Council Member Hawthorne mentioned that this can be a positive thing for the City along with concerts, the West End Celebration and mural festival.

Council Member Sofer added that it was fascinating to see the cyclist practice along her street.
6:03 P.M. Floor opened for Public Comment.

The applicant, Mr. McCullough provided postcard flyers for the event, reported that this will be the Northern District State Championships to include various ages, racing begins at 7:00 a.m., with a D.J present, a colorguard and national anthem, a bagpiper, and provided details on the logistics of the event to include parking, set-up, race start times, and sponsorships of various organizations. 6:10 P.M. Floor closed to Public Comment.

There was consensus of the Council to waive the application fee.

Motion to approve the City Resolution approving a Special Permit for a Bicycle Criterium Race to be held on September 11, 2022 within the City of Sand City was made by Council Member Sofer, seconded by Council Member Hawthorne. Roll 10 _____________________________________________________________________________________________ Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 08.16.22 Regular Meeting
call Vote AYES: Council Members Blackwelder, Carbone, Hawthorne, Sofer.

NOES: None. ABSENT: Council Member Cruz. ABSTAIN: None. Motion carried. 9C. Comments by Council Members on Items of Interest to Sand City There was discussion whether the September 6, 2022 Council meeting can be cancelled at this meeting due to the League of California Cities Conference. City Attorney Lindgren provided legal counsel that something can be added to the agenda if it meets the criteria of an urgency item. Staff was provided direction. 9D. Upcoming Meetings/Events
There were no upcoming meetings or events reported.

AGENDA ITEM 10, CLOSED SESSION
6:26 p.m. The Mayor opened the floor for public comment, and seeing none, closed the floor for public comment.

The Mayor excused the public to adjourn to Closed Session. 6:27 p.m.
10A. City Council/ Successor Agency Board to adjourn to Closed Session regarding:
1) Conference with labor negotiator pursuant to Government Code section 54957.6
Agency designated representative: Vibeke Norgaard, City Manager Employees: Sand City Police Officers Association
6:48 p.m.
10B. Re-adjourn to Open Session to report any action taken at the conclusion of Closed Session in accordance with 54957.1 of the Ralph M. Brown Act The Council received updates, provided direction to legal counsel, and took no other reportable action.

AGENDA ITEM 11, ADJOURNMENT
There was consensus of the Council to adjourn the meeting at 6:69 p.m. to the next regularly scheduled Council meeting on September 20, 2022 at 5:30 p.m. _______________________________
Connie Horca, City Clerk
11 Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 09.06.22 Regular Meeting

MINUTES

JOINT SAND CITY COUNCIL AND SUCCESSOR AGENCY OF THE REDEVELOPMENT AGENCY
Regular Meeting - Tuesday, September 6, 2022
5:30 PM
As allowed per Assembly Bill (AB361), this meeting was conducted in person and by teleconference
Vice Mayor Blackwelder called the meeting to order at 5:41 p.m.

AGENDA ITEM 1, ROLL CALL

Present: Mayor Mary Ann Carbone (excused absence)
Council Member Cruz
Council Member Sofer
Council Member Hawthorne (excused absence)
Council Member Blackwelder
Staff: Vibeke Norgaard, City Manager (excused absence)
Connie Horca, City Clerk
Palmer Hilton representing Meyers Nave
AGENDA ITEM 2, COMMUNICATIONS
5:42 P.M. Floor opened for Public Comment.

There were no comments from the Public in person, via writing or through telecommunications on items not appearing on the agenda. 5:42 P.M. Floor closed to Public Comment.

AGENDA ITEM 3, NEW BUSINESS

4.A Consideration and Approval of City RESOLUTION Authorizing the Extension of Remote Teleconference Meetings of the City Council and Boards, Commission, and Committees for the Period of September 7, 2022 through October 6, 2022 pursuant to AB 361 and Ralph M. Brown Act Provisions There was no discussion regarding the item.

Motion to approve the City Resolution authorizing the Extension of Remote Teleconference Meetings of the City Council and Boards, Commission, and Committees for the Period of September 7, 2022 through October 6, 2022 pursuant to AB 361 and Ralph M. Brown Act Provisions was made by Council Member Sofer, seconded by Council Member Cruz. Roll call Vote AYES: Council Members Blackwelder, Cruz, Sofer. NOES: None. ABSTAIN: None. ABSENT:

Council Members Carbone, Hawthorne. Motion carried.
12 Joint Sand City Council and Successor Agency of the Redevelopment Agency Minutes 09.06.22 Regular Meeting

4.B Consideration of Cancelling the remainder of the September 6, 2022 Council meeting due to the League of California Cities Annual Conference, September 6 to September 9, 2022
In response to Vice Mayor Blackwelder’s inquiry whether the cancellation of the meeting was conducted at the August 16, 2022 council meeting, City Clerk Horca responded that no formal action was taken.

Motion to approved cancelling the remainder of the September 6, 2022 Council meeting due to the League of California Cities Annual Conference, September 6 to September 9, 2022 was made by Council Member Sofer, seconded by Council Member Cruz. Roll call Vote AYES: Council Members Blackwelder, Cruz, Sofer.

NOES: None. ABSTAIN: None. ABSENT: Council Members Carbone, Hawthorne. Motion carried.

AGENDA ITEM 4, ADJOURNMENT
There was consensus of the Council to adjourn the meeting at 5:43 p.m. to the next regularly scheduled Council meeting on Tuesday, September 20, 2022 at 5:30 p.m.

Respectfully submitted:
___________________________
Connie Horca, City Clerk
13 AGENDA ITEM
6B.

Acceptance of City/Successor Agency
Financial Report, June 2022
14 15
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

AGENDA ITEM
6C.

Approval of City RESOLUTION Amending
Appendix "A" to the City of Sand City's
Conflict of Interest Code Set Forth in
Chapter 2.20 of the Sand City Municipal
Code
60 City of Sand City
Staff Memo
TO: Mayor & City Council
FROM: Connie Horca, City Clerk
DATE: August 30, 2022 (for September 20, 2022 Council meeting) SUBJECT: Consideration of Amendment and Biennial Review of the City’s Conflict of Interest Code
______________________________________________________________________ Background:

The Political Reform Act requires every local governmental agency to review its Conflict of Interest Code biennially, and to amend the Code when circumstances change, such as when new positions are created or duties of existing positions change. Cal. Gov. Code §§87306, 87306.5. A notice must be submitted to the reviewing body no later than October 1st of each year indicating whether or not an amendment is necessary.

The Political Reform Act (Cal. Gov. Code §81000 et seq.) prohibits a public official from using his or her official position to influence a governmental decision in which he or she had a financial interest. Every state and local agency must adopt a conflict of interest code that identifies all officials and employees within the agency who make governmental decisions based on the positions they hold. The individuals in the designated positions must disclose their financial interests as specified in the agency’s conflict of interest code.

To assist in identifying potential conflicts of interests, the law requires public officials and employees in designated positions in a conflict of interest code to report their financial interests on a form called Statement of Economic Interests (Form 700). The conflict of interest codes and the Form 700 are fundamental tools in ensuring that officials are acting in the public’s best interest and not their own.

It is legally required that an agency’s conflict of interest code reflects the current structure of the agency and properly identifies all officials and employees who should be filing a Form 700. To ensure that the codes remain current and accurate, each local agency is required to review its conflict of interest code in even numbered years. The code reviewing body for the City of Sand City is the City Council. (SCMC 2.20.060). The City’s Conflict of Interest Code was last reviewed in September, 2020. In 2014, the Code was updated by Ordinance giving the Council the ability to approve future amendments by Resolution.

City Staff has reviewed the previous notice along with the disclosure categories for the designated positions and determined that an amendment was needed. The changes 61 incorporated include an update to the current job titles and further deleting those titles that are presently no longer relevant to accurately reflect the City’s current structure.

Staff’s proposed amendments to Appendix A to the Conflict of Interest Code are attached to this staff report at Attachment 1.

CEQA:

This action does not constitute a "project" as defined by the California Environmental Quality Act (CEQA) guidelines section 15378, as it has no potential to cause a direct or reasonably foreseeable indirect physical change in the environment.

Fiscal Impact:

No fiscal impact is anticipated with the biennial review of the conflict of interest code.

Recommendation:

Staff recommends that the Council approve the attached Resolution amending Appendix A to Chapter 2.20 (Conflict of Interest Code) of the Sand City Municipal Code regarding identification of designated employees and disclosure categories. 62 CITY OF SAND CITY
RESOLUTION SC ____, 2022

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAND CITY AMENDING APPENDIX “A” TO THE CITY OF SAND CITY’S CONFLICT OF INTEREST CODE SET FORTH IN CHAPTER 2.20 OF THE SAND CITY MUNICIPAL CODE
WHEREAS, the Political Reform Act of 1974, Government Code Section 81000 et.seq, requires state and local government agencies to adopt and promulgate Conflict of Interest Codes; and
WHEREAS, Chapter 2.20 of the Sand City Municipal Code incorporates by reference the Conflict of Interest Code adopted by the California Fair Political Practices Commission (FPPC) and set forth at 2 California Code of Regulations Section 18730; and WHEREAS, the Political Reform Act, Cal. Gov. Code section 81000 et seq., authorizes the City of Sand City (“City”) to determine and designate positions required to file Statements of Economic Interest; and
WHEREAS, Appendix A to Chapter 2.20 of the Sand City Municipal Code (“Appendix A”) contains a list of designated positions of officials, committee members, and employees of the City of Sand City who are required to file financial disclosure forms under the City’s Conflict of Interest Code and sets forth the disclosure category for each such official, committee member, and employee; and
WHEREAS, Appendix A- should be amended to reflect current staff positions in Sand City; and
WHEREAS, Sand City Municipal Code section 2.20.60 provides that Appendix A to Chapter

2.20 may be revised by Resolution of the City Council of Sand City; and WHEREAS, this action does not constitute a "project" as defined by the California Environmental Quality Act (CEQA) guidelines section 15378, as it has no potential to cause a direct or reasonably foreseeable indirect physical change in the environment.

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

1. Appendix “A” to Chapter 2.20 is hereby amended in its entirety as set forth in Attachment 1 to this resolution.

2. The City Clerk is hereby authorized to take all actions necessary to update Appendix A to Chapter 2.20 in accordance with this resolution. 63 Sand City Resolution SC ___, 2022

3. The City Manager is hereby authorized to sign and verify the 2022 Local Agency Biennial Notice (Attachment 2)
PASSED AND ADOPTED by the City Council of the City of Sand City this ___ day of September, 2022, by the following vote:

AYES: Council Members
NOES:

ABSENT:

ABSTAIN:

APPROVED:
______________________________
Mary Ann Carbone, Mayor
ATTEST:
__________________________
Connie Horca, City Clerk
64 Attachment 1
APPENDIX “A”
City of Sand City
Conflict of Interest Code- 2022 Update

LIST OF DESIGNATED POSITIONS
Date: May 9, 2022

POSITION DISCLOSURE CATEGORY
Mayor and Council Members 2,4
City Manager 2,4
City Attorney 2,4
Department: Administration

JOB TITLE DISCLOSURE CATEGORY
Acting City Clerk 1
City Clerk 1
Administrative Assistant I/II 1
Art Committee Members 1
Interim City Manager 1
Interim City Attorney 1
Consultants* 1
Finance /HR Specialist 1
Department: Planning & Inspection

JOB TITLE DISCLOSURE CATEGORY
Director of Community Development 1
Building Official 1
Assistant Planner 1
City Planner 1
Consultants* 1
Design Review Committee (DRC) Members 1
65 APPENDIX “A”
City of Sand City
Conflict of Interest Code

LIST OF DESIGNATED POSITIONS
Department: Police

JOB TITLE DISCLOSURE CATEGORY
Police Chief 1
Acting Police Chief 1
Police Sergeant 1
Police Records Coordinator 1
Police Commander 1
Department: Public Works

JOB TITLE DISCLOSURE CATEGORY
Public Works Supervisor 1
Public Works Director 1
Public Works City Engineer 1
Consultants* 1
* Consultants shall be included in the list of designated employees and shall disclose pursuant to the broadest disclosure category in the Code subject to the following limitations.

The City Manager or his/her designee may determine in writing that a particular consultant although a “designated position” is hired to perform a range of duties that are limited in scope and thus is not required to fully comply with the disclosure requirements described in this section.

Such written determination, identifiable through FPPC Form 805, (Agency Report of Consultants) shall include a description of the consultant’s firm name, address and brief description of the general purpose of the contract, and based upon that description, a statement of the extent of disclosure requirements. The City Manager or his/her designee’s determination is a public record and shall be retained for public inspection in the same manner and location as the Conflict-ofInterest Code. 66 www.fppc.ca.gov
FPPC Advice: [email protected] (866.275.3772)

2022 Local Agency Biennial Notice
Name of Agency:

Mailing Address:

Contact Person: Phone No.

Email: Alternate Email:

Accurate disclosure is essential to monitor whether officials have conflicts of interest and to help ensure public trust in government. The biennial review examines current programs to ensure that the agency’s code includes disclosure by those agency officials who make or participate in making governmental decisions.

This agency has reviewed its conflict of interest code and has determined that (check one BOX):
q An amendment is required. The following amendments are necessary:
(Check all that apply.)
¡ Include new positions
¡ Revise disclosure categories
¡ Revise the titles of existing positions
¡ Delete titles of positions that have been abolished and/or positions that no longer make or participate in making governmental decisions
¡ Other (describe)
q The code is currently under review by the code reviewing body. q No amendment is required. (If your code is over five years old, amendments may be necessary.)
Verification (to be completed if no amendment is required) This agency’s code accurately designates all positions that make or participate in the making of governmental decisions. The disclosure assigned to those positions accurately requires that all investments, business positions, interests in real property, and sources of income that may foreseeably be affected materially by the decisions made by those holding designated positions are reported. The code includes all other provisions required by Government Code Section 87302.
__________________________________________ _________________________ Signature of Chief Executive Officer Date
All agencies must complete and return this notice regardless of how recently your code was approved or amended. Please return this notice no later than October 3, 2022, or by the date specified by your agency, if earlier, to:
1 PENDERGRASS WAY, SAND CITY, CA. 93955
PLEASE DO NOT RETURN THIS FORM TO THE FPPC.

Attachment 2
67 AGENDA ITEM
6D.

Approval of City RESOLUTION Authorizing
a City Surveying Services Agreement with
Polaris Land Surveying Inc.
68 CITY OF SAND CITY

STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Connie Horca, City Clerk
DATE: August 24, 2022 (Meeting date: September 20, 2022) SUBJECT: Authorizing a City Surveying Services Agreement with Polaris Land Surveying, Inc.
_____________________________________________________________________ BACKGROUND:

Since 1999, Ms. Lynn Kovach has adequately served as a professional licensed land surveyor for the city through her firm Polaris Land Surveying, Inc. formerly known as Polaris Consulting.

The proposed City Surveying Service Agreement, attached as Exhibit A and incorporated herein by reference, with Polaris Land Surveying Inc, is found to be most appropriate to meet the needs of the City of Sand City. The Scope of Work is attached as Exhibit B, and the Polaris Land Surveying, Inc. Fee Schedule is attached as Exhibit C.

CEQA:

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

FISCAL IMPACT:

The cost for general City Surveying Services shall not exceed the amount of $10,000 for the fiscal year, unless written authorization is provided by the City Manager. The approved Fiscal Year 2022-23 Budget, line item 5020-11 will be adjusted mid-year to reflect the amount of the contract.

RECOMMENDATION:

Staff recommends approval of the attached Resolution for the City Surveying Service Agreement with Polaris Land Surveying, Inc. (Attachment 1). 69 Attachment 1

CITY OF SAND CITY
RESOLUTION SC 22- , 2022

RESOLUTION OF THE CITY COUNCIL OF SAND CITY AUTHORIZING A CITY SURVEYING SERVICES AGREEMENT WITH POLARIS LAND SURVEYING INC.

WHEREAS, Polaris Consulting, a land surveying firm, has been providing satisfactory surveying services to the City of Sand City since 1999; and
WHEREAS, Ms. Lynn Kovach has adequately served as a professional licensed land surveyor under the direction of the City Engineer/Public Works Director since 1999 and is qualified to continue to provide surveying services to the City of Sand City; and WHEREAS, the proposed City Surveying Service Agreement, attached as Exhibit A and incorporated herein by reference, with Polaris Land Surveying, Inc., is hereby found to be most appropriate to meet the needs of the City of Sand City and is hereby accepted; and WHEREAS, the Scope of Work, attached as Exhibit B and incorporated herein by reference, is hereby accepted and approved; and
WHEREAS, the Polaris Land Surveying Inc., Fee Schedule, attached as Exhibit C and incorporated herein by reference, is hereby accepted and approved with the understanding that this Fee Schedule may be updated periodically, subject to review and approval by the City Council of Sand City; and
WHEREAS, due to the need to provide a specified amount for these services within the City’s fiscal year budget, the estimated cost for general City Surveying Services shall not exceed the amount of $10,000 for the fiscal year, unless written authorization is provided by the City Manager.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Sand City does hereby authorize the following:

1. The attached City Surveying Service Agreement (Exhibit A), Scope of Work (Exhibit B), and Fee Schedule (Exhibit C) are accepted and approved.

2. The City Manager is directed and authorized to execute the attached City Surveying Service Agreement in substantially the same form as the attached documents, and in a form approved by the City Attorney.

3. The term of the City Surveying Service Agreement will be for a twelve (12) month period beginning July 1, 2022 through June 30, 2023.

4. Polaris Land Surveying, Inc., will maintain a current Sand City Business License throughout the term of the Service Agreement.

PASSED AND ADOPTED by the City Council of Sand City this ___, day of September, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
________________________
Mary Ann Carbone, Mayor
ATTEST:
________________________
Connie Horca, City Clerk
70 EXHIBIT A
______________________________________________________________________

CITY SURVEYING

SERVICE AGREEMENT
This Agreement made this _____ day of ______, 2022, by and between the CITY OF SAND CITY, a municipal corporation, hereinafter referred to as “CITY”, and POLARIS LAND SURVEYING, INC., PO Box 1378, Carmel Valley, CA 93924, hereinafter referred to as “CONSULTANT”.

WITNESSETH:

WHEREAS, CITY desires professional surveying services in the discipline of municipal public works; and
WHEREAS, CONSULTANT is willing to provide, and CITY is willing to accept the professional and technical services of CONSULTANT for this work.

NOW, THEREFORE, CITY and CONSULTANT further agree as follows:

A. GENERAL SCOPE OF SERVICES
CONSULTANT is to perform municipal land surveying services to CITY under the general direction of the City Manager as described herein below, and as shown on Exhibit B.

B. DIVISION OF SURVEYOR’S WORK
Although the CONSULTANT (Polaris Consulting) will render land surveying services to the CITY, the CONSULTANT, and the CITY agrees that the day-to-day land surveying services (hereinafter “Daily Services”) will be rendered exclusively by the firm of Polaris Land Surveying, Inc., and that special projects (hereinafter “Special Projects”) may require the additional services of a specialized firm other than Polaris Consulting. If, in the opinion of the CITY and the CONSULTANT, Polaris Land Surveying, Inc. does not have the personnel or expertise to perform such special services, then the CITY and/or Polaris Land Surveying, Inc., shall have the right to subcontract such services to such other firm as is acceptable to both the CITY and the CONSULTANT.

C. COMPENSATION FOR SERVICES
In consideration of the performance of service provided by this Agreement, CITY shall pay CONSULTANT an amount computed in accordance with Exhibit C - Fee Schedule, attached hereto and made a part of this Agreement. Due to the need to provide a specified amount for these services within the City’s fiscal year budget, the estimated cost for general City Surveying Services shall not exceed the amount of $10,000 for the fiscal year, unless written authorization is provided by the City Manager.

CONSULTANT shall submit monthly statements of the services performed, which will be based upon daily individual and personnel classification time records.

D. TITLE TO DOCUMENTS
All surveys, maps, plans, legal descriptions, detailed drawings, calculations, memorandums, reports and other documents prepared by CONSULTANT in the performance of services pursuant to this Agreement shall be considered services and shall be the property of the CITY at such time as CITY has compensated CONSULTANT for services rendered in connection with which they were prepared. The CITY shall not use copies of site-specific work in other locations. The CITY may use copies of general, non-site specific maps and plans such as zoning maps and base maps.
71 E. TERM OF AGREEMENT
The term of the agreement will be for a twelve (12) month period beginning July 1, 2022 through June 30, 2023. The Agreement may be reviewed and renewed annually. No modification to the terms of this Agreement shall be valid unless made in writing and signed by the parties hereto.

F. NOTICES
Notices shall be addressed and sent to:

CITY:

City of Sand City
1 Pendergrass Way
Sand City, CA 93955
Attn: City Manager
CONSULTANT:

Polaris Land Surveying, Inc.

PO Box 1378
Carmel Valley, CA 93924
Attn: Lynn A. Kovach, Principal Surveyor
G. SURVEYOR AS INDEPENDENT CONTRACTOR
It is hereby understood that CONSULTANT is an agent of the City, not an employee of the CITY; but is an independent contractor with full rights to manage its employees subject to all legal requirements. All persons employed by CONSULTANT in connection with this Agreement will be employees of CONSULTANT and not employees of CITY in any respect. As part of this Service Agreement, it is agreed that Lynn A. Kovach shall be designated as “Contract City Surveyor” for City.

H. INDEMNIFICATION AND INSURANCE

1. CONSULTANT agrees to indemnify and hold the City, its officials, employees and agents, harmless from any cost, expense or liability incurred on account or assertion of a claim, suite, lien, or other cost against the CITY resulting from the direct actions or activities of CONSULTANT which are deemed to be negligent.

2. CONSULTANT shall, throughout the duration of this Agreement, maintain comprehensive general liability and property insurance covering all operations of the CONSULTANT, its agents and employees, performed in connection with this Agreement, including but not limited to premises and automobile.

CONSULTANT shall maintain the following limits:

General liability
 Combined single limit per occurrence..............$1,000,000.00  General Aggregate...........................................$1,000,000.00 (The policy shall cover on an occurrence or an accident basis, and not on a claims made basis.)
 Automobile Liability
Combined Single Limit per Occurrence............$ 500,000.00 (The policy shall cover on an occurrence or accident basis, and not on a claims made basis.)
72  Worker’s Compensation...................................Full Liability Coverage  Professional Errors and Omissions..................$ 500,000.00  (CONSULTANT shall not disclaim responsibility or avoid liability for the acts or omissions of its subcontractors or other professional consultants. The retroactive date of the policy must be shown and must be before the date of the Agreement).

3. All insurance companies with the exception of worker’s compensation and professional errors and omissions affording coverage to the CONSULTANT shall be required to add the CITY, its officers, employees, agents, and volunteers as additional “insureds” by endorsement under the insurance policy, and shall stipulate that this insurance policy will operate as primary insured for the work performed under this Agreement and that no other insurance affected by the CITY or other named insured will be called upon to contribute to a loss covered there under. The policy shall contain no special limitations on the scope of protection afforded to CITY, its officers, employees, agents, or volunteers.

4. All insurance companies affording coverage to the CONSULTANT shall be insurance organizations authorized by the Insurance Commissioner to transact the business of insurance in the State of California.

5. All insurance companies affording coverage shall provide thirty (30) day written notice mail to the City of Sand City should the policy be canceled or reduced in coverage below the limits required herein, before the expiration date. For the purposes of this notice requirement, any material change prior to expiration shall be considered cancellation.

6. CONSULTANT shall provide evidence of compliance with the insurance requirements listed above by providing a certificate of insurance, in a form satisfactory to the CITY, concurrently with the submission of this Agreement. A statement of the insurance certificate, which states that the insurance company will endeavor to notify the certificate holder, “but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives”, does not satisfy the requirements of subsection (5) herein. The CONSULTANT shall ensure that the above-quoted language is stricken from the certificate by the authorized representative of the insurance company.

7. CONSULTANT shall provide substitute certificate of insurance no later than thirty (30) days prior to the policy expiration date. Failure by the CONSULTANT to provide such a substitution and extend the policy expiration date shall be considered default by CONSULTANT.

8. Maintenance of insurance by the CONSULTANT as specified in the agreement shall in no way be interpreted as relieving the CONSULTANT of any responsibility whatsoever and the CONSULTANT may carry, at its own expense, such additional insurance as it deems necessary.

I. PROFESSIONAL STANDARDS
CONSULTANT shall be responsible, to the level of competency presently maintained by other practicing professional surveyors in the same area and performing the same type of work for the professional and technical soundness, accuracy, and adequacy of all surveys, drawings, maps, legal documents, and other work and materials furnished under this agreement.

J. LEGAL EXPENSES
In the event legal action is brought by CITY or CONSULTANT against the other to enforce any of the obligations hereunder or arising out of any dispute concerning the terms and conditions hereby created, the losing party shall pay the prevailing party such reasonable amounts for fees, 73 costs, and expenses as may be set by the court.

K. ASSIGNMENT
It is recognized by the parties that a substantial inducement to CITY for entering into this Agreement was and is the professional reputation and competence of CONSULTANT. This Agreement is personal to CONSULTANT and shall not be assigned by it without express written approval of CITY.

L. COMPLIANCE WITH LAWS, RULES, AND REGULATIONS
Services performed by CONSULTANT pursuant to this Agreement shall be performed in accordance and full compliance with applicable Federal, State, and City laws and any rules or regulations promulgated there under.

M. NONDISCRIMINATION
During the performance of this Agreement, CONSULTANT shall not discriminate against any employee or applicant for employment because of race, color, religion, ancestry, creed, set, national origin, familial status, sexual orientation, age (over 40 years) or disability. CONSULTANT shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability.

N. CONFLICT OF INTEREST
CONSULTANT warrants and declares that it presently has no interest, and shall not acquire any interest, direct or indirect, financial or otherwise, in any manner or degree which will render the services required under the provisions of this Agreement a violation of any applicable State, local, or Federal law. In the event that any conflict of interest should nevertheless hereinafter arise, CONSULTANT shall promptly notify CITY of the existence of such conflict of interest so that CITY may determine whether to terminate this Agreement. CONSULTANT further warrants its compliance with the Political Reform Act (Government Code Section 8100 et.seq.) That applies to CONSULTANT as a result of CONSULTANT’s performance of the work or services pursuant to the terms of this Agreement.

O. TERMINATION
This Agreement may be terminated by either party for any reason whatsoever upon thirty (30) days written notice. In the event that this Agreement is terminated by CITY for any reason, CITY is hereby expressly permitted to assume and complete the services imposed on CONSULTANT by this Agreement by any means, including but not limited to, an Agreement with another party.

Upon termination, CONSULTANT shall be entitled to payment of such amount as fairly compensates CONSULTANT for all work satisfactorily performed up to the date of termination based on hourly rates shown in Exhibit C, except that in the event of termination by CITY for CONSULTANT’s default, CITY shall deduct from the amount due CONSULTANT the total amount of additional expenses incurred by CITY as a result of such default. In the event that such additional expenses shall exceed amounts otherwise due and payable to CONSULTANT, CONSULTANT shall pay CITY the full amount of such expense.

In the event that this Agreement is terminated by CITY for any reason, CONSULTANT shall:

1. Upon written receipt of notice of such termination immediately cease all services, unless 74 otherwise directed by CITY; and

2. Deliver to CITY all documents, data, reports, summaries, correspondence, photographs, computer software, video and audio tapes, and any other materials provided to CONSULTANT or prepared by or for CONSULTANT or the CITY in connection with this Agreement. Such material is to be delivered to CITY whether it is in completed form or is in process, and CITY may condition payment for services rendered to the date of termination upon CONSULTANT’s delivery to the CITY of such material.

The rights and remedies of the parties provided by this section are not exclusive and are in addition to any other rights and remedies provided by law or appearing in any other section of this Agreement.

P. INTERPRETATION OF AGREEMENT
This Agreement shall be interpreted under the laws of the State of California. The CITY and the CONSULTANT understand and agree that the laws of the State of California shall govern the rights, obligations, duties, and liabilities of the parties to this Agreement and also govern the interpretation of this Agreement. Any litigation concerning this Agreement shall take place in the Superior Court of the State of California in and for the County of Monterey.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate the day and year first above written.

CITY OF SAND CITY Lynn A. Kovach
DBA POLARIS LAND SURVEYING, INC.

A Municipal Corporation
By:_____________________________ By:______________________________ Vibeke Norgaard, City Manager Lynn A. Kovach, Owner
Principal Surveyor
ATTEST:
__________________________
Connie Horca, City Clerk
Approved as to Form:

By:____________________________
Adam Lindgen, Interim City Attorney
75 B7
EXHIBIT B _____________________________________________________________________

SCOPE OF WORK
Polaris Land Surveying, Inc. proposes to provide the services generally described in this Scope of Work. To provide these services, Polaris will draw on the experience gained in working with other public agencies and private developers. When undertaking each work assignment, the project requirements will first be evaluated by the Principal Land Surveyor. The Principal Land Surveyor will determine how to accomplish the work and produce the required product efficiently.

The work approach will be reviewed with the City Manager before initiating the project assignment.

The scope of work for this contract will vary as need arises and will be at the discretion of the City. CONSULTANT will provide surveying services for various projects at the request of City Staff or at the request of the City Engineer. Survey requests may be, but not limited to, topographic surveys, construction staking, property line surveys, easement surveys, and manhole invert surveys. Survey data may be provided directly to City Staff or to a separate design consultant. Construction staking requests may be needed within a 48-hour notification. Surveying may be needed in difficult terrain. The main categories of work will include:

Surveys
• Review Tentative Maps and Tract Maps for survey requirements in conformance with City Conditions of Approval, Ordinances, and the Subdivision Map Act. • Check subdivision and parcel maps for compliance with State Subdivisions Map Act requirements. Stamp & sign subdivision maps, parcel maps, lot line adjustments, and other documents as necessary, as City Surveyor. • Determine locations of property lines, boundaries, easements and rights-of-way • Construction surveys for improvement projects
• Establish and adjust benchmarks
• Establish and monument street center lines
• Traditional topographic surveys and aerial topographic surveys to determine locations and elevations of existing improvements, structures, and topographic features
• Perform research and survey work related to property divisions and mergers • Perform research and survey work related to public and private land ownership, public and private easements, public improvements, construction, and historic information
• Do all survey related and some engineering related computations and drawings using traditional methods and/or using computer methods currently available within the City
• Prepare and interpret deeds and descriptions
• Develop legal descriptions and plat maps
• Other survey-related tasks as necessary
G. Plan Checking (Public and Private Construction)
76 B8

1. Participate in City’s staff meetings, as requested, either in Sand City, or by telephone conference call.

2. Prepare reports to the City Manager and City Council.

3. Coordinate with and assist the City’s Planning Department, Public Works Department, other City Departments, and other contract consultants.

4. Assist in preparing Staff Reports and Ordinances for consideration by the City Manager and City Council, as requested.
.

J. Sub-Consultants:

1. When the services of other consultants or experts are required, such as surveying, architectural, geotechnical, structural, electrical or other engineering and public works services, Polaris Land Surveying, Inc.will obtain proposals for said work and arrange for these services on a sub-consultant basis, up to a maximum cost of $20,000 with approval of the City Manager. The fee for these services will be 5% based on the consultant’s invoice.

If the sub-consultant costs exceed $20,000, then approval of the City Council will be required or a separate contract arranged directly with the City.

K. Fee Schedule:

1. The attached Exhibit C - Fee Schedule will be used in the provision of the above land surveying services. These fees may be adjusted periodically based on the adjusted change of the Consumer Price Index and/or proposed new fee schedule as submitted by the Consultant. Any new fee schedule will be subject to review and approval by the City Council. Any specialized fee that is not listed on the attached Fee Schedule shall be subject to negotiation and agreement between the parties. 77 C1
EXHIBIT C _____________________________________________________________________

POLARIS LAND SURVEYING, INC

FEE SCHEDULE
City of Sand City – City Surveying Services
FY 2022/2023
78 Polaris Consulting, P.O. Box 1378, Carmel Valley, CA 93924 PH 831-659-9564 [email protected]
Polaris
Land Surveying, Inc.

Fee Schedule
Position/Title Hourly Rate
2022 2023
Principal/Owner $160.00 $160.00
Expert Witness (Court testimony, deposition,
preparation time)
$375.00 $375.00
Project Manager $150.00 $150.00
Project Surveyor $140.00 $140.00
Survey/GIS Technician $120.00 $120.00
CAD Technician $85.00 $85.00
Clerical $40.00 $40.00
Field Survey Crew ( 1 or 2 person) $255.00 $255.00
Field GPS Survey Crew ( 1 or 2 person) $255.00 $255.00
Fee increases in subsequent years will be 5%, unless
otherwise agreed.

Reimbursable Items to be Billed Estimated Cost Bills
Total Cost % of Markup
calculated
Specialty printing Actual cost /page 10%
Travel Reimbursables-Lodging, Gas, Meals (over 120
miles of travel)
Standard per diem
rates

79 AGENDA ITEM
8A.

Presentation by Jacqueline Simon, Chair of
the Inclusion & Diversity Committee and
Dr. Gene Holloway regarding Imagining
Policing (10 minutes)
80 AGENDA ITEM
8B.

Presentation and Discussion: Recap of (1)
West End Festival, 2022; (2) We.mural
Festival 2022; (3) Bicycle Criterium Race
and thoughts for 2023
81 AGENDA ITEM
9A.

Approval of City RESOLUTION Amending
Resolution SC 22-30 to Approve an
Additional Contract amount of $112,500
for Meyers, Nave
82 City of Sand City
TO: Honorable Mayor and City Council Members
FROM: Vibeke Norgaard, Acting City Manager
DATE: September 13, 2022 (Meeting September 20, 2022)
SUBJECT: Adoption of a Resolution Approving an Additional Contract Amount of $112,500 for Meyers Nave
______________________________________________________________________________ DISCUSSION:

Aaron Blair resigned as City Manager in November of 2021. After serving as Acting City Manager and City Attorney for approximately five months, on April 5, the City Council appointed Vibeke Norgaard as City Manager and she resigned as City Attorney. Since then, Adam U. Lindgren of Meyers Nave has served as Interim City Attorney.

Adam Lindgren and his colleagues at Meyers Nave have capably served the City as Interim City Attorney and allowed the City Manager and staff to focus on critical Council priorities, including new development, revenue enhancement, and labor contracts, rather than on City Attorney recruitment. The City Manager has relied on these services and recommends that they be continued until at least January 2023 to be reevaluated as part of the 2023-2024 budget process.

The proposed contract amendment would fund the Interim City Attorney services until approximately that time.

CEQA:

The proposed action is not a “project” within the meaning of Section 15378 of the CEQA Guidelines because there is no potential for it to result in a physical change in the environment, either directly or indirectly.

FISCAL IMPACT:

This amendment will increase the contract with Meyers Nave to $225,000, by adding an additional $112,500 of available funds. Meyers Nave will continue to bill at the hourly rates attached to the contract approved by Resolution SC 22-30, 2022 (attached as Exhibit A). The amended contract amount is expected to be paid out of the current budget for City Attorney’s Office. A transfer between line items in the budget may be required, but there is not expected to be any net fiscal impact to the City.

RECOMMENDATION:

Approve the Resolution Authorizing the City Manager to execute an amendment to the existing contract with Meyers Nave to increase the contract amount by $112,500 (Exhibit B).

Agenda
Item
9A
83 EXHIBIT A
to Staff Report
84 EXHIBIT A
85 EXHIBIT B

CITY OF SAND CITY
RESOLUTION SC _____, 2022

RESOLUTION OF THE CITY COUNCIL OF SAND CITY AMENDING RESOLUTION SC 22-30 TO APPROVE AN ADDITIONAL CONTRACT AMOUNT OF $112,500 FOR

MEYERS, NAVE
WHEREAS, the City Council appointed Adam U. Lindgren of Meyers Nave as Interim City Attorney April 5, 2022;
WHEREAS, the City has worked with Meyers Nave for the past several years and continues to benefit from their services on numerous active issues and projects; and WHEREAS, the Council previously approved a contract with Meyers Nave for an amount not to exceed $112,495 by Resolution SC 22-30; and
WHEREAS, continuing the services of Adam U. Lindgren as Interim City Attorney will allow the City Manager and staff to continue to focus on critical Council priorities while providing uninterrupted legal services to the City Council, staff, residents and businesses of the City.

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

1. The City Council hereby amends its Resolution SC 22-30, authorizing the City Manager to execute a contract amendment with Meyers, Nave (Meyers Nave) to add an additional $112,500 to the amount of the contract.

PASSED AND ADOPTED by the City Council of Sand City on this 20th day of September, 2022 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

ATTEST: _____________________________
Mary Ann Carbone, Mayor
__________________________
Connie Horca, City Clerk
86 AGENDA ITEM
9B.

Consideration of City RESOLUTION
Rejecting all Bids for the Calabrese Park,
Pendergrass Way and City Hall
Improvement Project, and Authorizing
Staff to Rebid the Project with a Reduced
Scope of Work
87 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: September 15, 2022 (For meeting September 20, 2022) SUBJECT: Contract for Calabrese Park, Pendergrass Way and City Hall Improvement Project to Precision Grade, Inc.
______________________________________________________________________ Background:

Grant Funding.

The City of Sand City (“City”) applied for and 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.

The City subsequently elected to expand 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. Pendergrass Way had been identified by the City Engineer in the City’s’ Pavement Management Program update as being in “very poor” condition and requiring rehabilitation. Combined with improvements to the upper portion of Calabrese Park, this effort became the Calabrese Park, Pendergrass Way and City Hall Improvement Project (the Project). 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).

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 88 of SB 1 Road Maintenance and Rehabilitation Account funding which is $31,207 through June 30, 2022, to support construction of ADA compliant curb returns.

On January 18, 2022, BFS Landscape Architects and the City Engineer presented the Project design (park, street and parking lot improvements) to Council and obtained its approval to move ahead with the Project. The final Project plans and specifications are attached to this staff report as Exhibit A.

Public Bidding process:

The Project was advertised for public bidding and posted in the Monterey Herald and on the City’s website on August 2, 2022. On August 11, 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 August 19, 2022, the City issued an addendum in response to bidder’s questions. On August 23, 2022 a bid opening was held at City Hall and a total of 4 sealed bids were received for the Project as summarized below:

Bidder Total Bid Amount:

Precision Grade Inc., Salinas, CA $1,178,618.00
Granite Rock, San Jose, CA $1,236,257.70
Monterey Peninsula Engineering, Monterey, CA $1,326,241.00 Don Chapin Company $1,357,927.00
The City Engineer’s Opinion of Probable Construction Cost for the Project was $820,000. The difference between the OPCC and actual bids received is primarily due to differences in unit prices for certain items of work, the current bidding climate (escalating costs of labor, materials, and equipment) and high bids for mobilization.

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 $1,178,618, the total Project construction estimate is as follows:

Construction contract (total base bid): $1,178,618
Construction contingency, 15%: $ 176,792
Construction Management and inspection, 15% $ 176,792
Total Project estimate to completion: $1,532,202
89 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 (dating back to April, 2021): $ 31,039
City Engineer & City Surveyor (dating back to February, 2018): $124,571 Moore Twining Associates, Inc.(Geotechnical) $ 7,344
Total expenditure on Project as of 9/1/22: $162,954
When completed, the total cost to the City for the Project as a whole is expected to not exceed $1,395,997. (The $1,532,202 remaining projected expense plus the $162,954 already spent minus the $299,159 grant funding obtained).

Budget considerations
While the City did not allocate funds in its FY 22-23 budget to the Project, it did identify the Project in its proposed capital improvement plan budget from 2020 (SC Res. No 20- 13) with a projected cost of $1,515,195. Were the City to award this contract to the lowest bidder, it would require that the budget be amended, including possibly requiring that the City transfer some of the revenue surplus from prior fiscal years back into the general fund from the City’s Local Agency Investment Fund (LAIF).

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 originally filed a Notice of Exemption (NOE) for the Calabrese Park portion of the Project with the Monterey County Recorder’s office. However, rehabilitation of the existing Pendergrass Way and parking lot areas are also categorically exempt per guideline sections 15301(c)-Existing Facilities and 15302-Replacement/reconstruction.

RECOMMENDATION:

In light of the higher than expected bid amount and the current FY 22-23 budget, it is recommended that the City Council reject all bids and authorize staff to rebid the project with a reduced scope of work.
90 ALTERNATIVES
Alternatively, Council could:

1. Award the contract to the lowest bidder in the amount of $1,178,618; approve additional funds for construction change orders, and construction management and inspection and authorize the City Manager to transfer up to $1,000,000 in funds from the City’s LAIF account to the general fund if needed in FY 22-23 to complete the Project.

2. City Council could reject all bids and postpone the construction of the project.

ATTACHMENTS:

Exhibit A: Final Project Plans and Specifications
Exhibit B: Resolution
Exhibit C: Resolution of Award (Not recommended)
91 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-11 C-12
C-09
C-10
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 AUGUST 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 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 PAVEMENT REHABILITATION PLAN C-08 PAVEMENT REHABILITATION PLAN C-09 C-11 PAVEMENT REHABILITATION PLAN RAMP CONSTRUCTION PLAN C-10 C-12 PAVEMENT REHABILITATION PLAN RAMP CONSTRUCTION PLAN C-13 PROJECT DESCRIPTION PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION OF EXISTING PLAY EQUIPMENT, WALKWAYS, TIMBER STEPS, TABLES, CONCRETE RETAINING WALLS AND PADS, FENCING, CONCRETE CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, ASPHALT PAVEMENT, SIGNS, STRIPING, AND RELATED FEATURES AND THE CONSTRUCTION OF NEW PARK PLAY EQUIPMENT, WALKWAYS, TIMBER STEPS, TABLES, CONCRETE RETAINING WALLS AND PADS, FENCING, ENGINEERED WOOD FIBER, ASPHALT CONCRETE PAVEMENT, AGGREGATE BASE, WIDENING AND REHABILITATION INCLUDING HOT MIX ASPHALT, OVERLAYS, SEALS, CONCRETE CURBS, GUTTER, SIDEWALK, RAMPS, DRIVEWAYS, AND CROSS GUTTERS, SIGNAGE AND STRIPING, ACCESSIBLE PARKING AND MINOR DRAINAGE IMPROVEMENTS. LEGEND DESCRIPTION EXISTING PROPOSED BID SET 1 2
34 5
6 7
8911121310
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 PAVEMENT REHABILITATION PLAN 14 C-14 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 CITY HALL GRADING AND SITE PLAN 15 C-15 16 C-16

CONTRA COSTA ST

PARK AVE 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 171819202122 LAYOUT PLAN GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS L-5.1 L-5.2 2324 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 8 / 1 / 22 92 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 LOOS MATERIAL. 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- THE CONTRACTOR SHALL REPLACE IN-KIND ANY ROADWAY STRIPING REMOVED IWTHIN THE PUBLIC RIGHT-OF-WAY UNLESS SHOWN OTHERWISE. 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
93 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. 94 12' 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 OFF-STREET PARKING NOT TO SCALE ACCESSIBLE ON-STREET PARKING *NOTE: DETECTABLE WARNING SURFACE SHALL BE STANDARD YELLOW IN COLOR. (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 32' STA LINE COMBINATION CURB, GUTTER & SIDEWALK PER DETAIL 1 ON SHEET C-03 VARIES 1.3% TO 1.6% VARIES 0.7% TO 3.8% 1.5% 2% 8' 6' WIDE LANDSCAPING BULBOUT ADA RAMP NOT TO SCALE PENDERGRASS WAY (WEST) - TYPICAL SECTION STA 10+62.95 TO 11+17.02 CALABRESE 12.5' TRAVEL WAY PARK EX ROW EX ROW (EAST) 50' ROW (WEST) 5' SW VARIES 1.2% TO 2.1% 1.5% 23' TRAVEL WAY 20' TRAVEL WAY 5' SW 1.5' EX C&G TO REMAIN. NEW COMBINATION CURB, GUTTER & SIDEWALK PER DETAIL 1 ON SHEET C-03 FROM STA. 13+03.09 TO 13+23.28 CONFORM TO EX LIP EX SW STREET CL NOT TO SCALE PENDERGRASS WAY (WEST) - TYPICAL SECTION STA 12+64.76 TO 13+76.21 4' WIDE VALLEY GUTTER PER DETAIL 3 ON C-03, MAX 2% CROSS SLOPE NEW AC CONFORM COMBINATION CURB, GUTTER & SIDEWALK PER DETAIL 1 ON SHEET C-03 COMBINATION CURB, GUTTER & SIDEWALK PER DETAIL 1 ON SHEET C-03 SAWCUT LINE 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 2% MAX COASTAL STORAGE MATCH EX AC/CONC JOINT AT BACK OF NEW SW 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 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 18 ON SHEET C-05 1.5" HMA OVERLAY PER DETAIL 18 ON SHEET C-05 EX CONC NOTES: 1. SEE PAVEMENT REHABILITATION PLANS FOR LOCATIONS. 2. MAINTAIN POSITIVE DRAINAGE ACROSS PAVEMENT. 3. SLURRY SEAL SHALL MATCH EXISTING CROSS SLOPES. 5' 13' WIDE ADA PARKING STALL CONSTRUCT 3' WIDE CONCRETE PAVEMENT VARIES 1.2% TO 2.1% 95 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 14 AND 15 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 15 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 12 " MIN 1 12 " MIN AA TOP RAIL EXTENSION, SEE DETAIL BELOW STAIR CURB 12" MIN POSTS: 2 12 " Ø STD PIPE 1 12 " MIN 4" MAX CLEARANCE 1 12 " MIN PICKETS 12 " Ø STD PIPE WELD ALL AROUND (TYP) POSTS: 2 12 " Ø STD PIPESECTION A-A 9" MIN 4 " CLEARANCE POSTS: 2 12 " 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 34" 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 AA 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 96 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). (TYP). (TYP). (TYP). CALABRESE PARK SEE LANDSCAPING SHEETS FOR CALABRESE PARK DEMOLITION PLAN. (E) SIGN (E) MONUMENT (E) SS CLEANOUT (E) SS CLEANOUT (E) HOSE BIB (E) BBQ (E) IRRIGATION VALVE, HOSE BIB, IRRIGATION CONTROL BOX, AND ELECTRIC RISER (E) IRRIGATION CONTROL BOX EDGE OF PAVEMENT EDGE OF PAVEMENT SAWCUT LINE (E) CONC SLAB TO BE DEMOED (E) STORAGE SHED TO BE RELOCATED BY PUBLIC WORKS (E) FENCED STORAGE (E) RETAINING WALL (E) BUS STOP AND UTILITY STORAGE (E) BUILDING CONC WALK (E) SEWER SERVICE (E) MODULAR BUILDING (E) WELL AND FENCE ENCLOSURE P P 5 P 8 5 5 4 16 P 4 4 4 8 3 3 5 P 5 5 P 14 P 1 19 P P 7 7 2 514 14 P 14 P P PP PP 5 10 5 10 10 11 18 9 5 6 17 16 5 6 17 17 10 14(E) SEWER VAULT & SERVICE TO THE STREET (E) WATER METER PP (E) POLE & GUY WIRE P P (E) VAULT 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: EXISTING RIGHT OF WAY. 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. SAWCUT AND REMOVE AND OFF-HAUL EXISTING ROADWAY ASPHALT. 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 ROADWAY ASPHALT TO BE REMOVED AND OFF-HAULED. 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: DEMO EXISTING PAVEMENT AND HAULED OFF. REFER TO THE SIGNING & STRIPING PLAN. PROTECT IN PLACE. TYPE OF IMPROVEMENT SHOWN ON PLAN. REMOVE EXISTING WOODEN RETAINING WALL. REMOVE EXISTING FENCE. RELOCATE EXISTING WATER 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 97 DN
DN
DN
DN
DN
DN
DN
DN DN
DN

E DRIVEWAY DRIVEWAY DRIVEWAY
50' ROW
32'
±30'
30'EXISTING EP PROPOSED EP

R/W R/W
R/W

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

2.0%

OCEAN VIEW AVE

PARK AVE

2.0%

8.5%

5.45% (N) 6 STAIRS 12" WIDE x 7" IN HEIGHT
PENDERGRASS WAY (WEST) PENDERGRASS WAY (EAST) SEE SHEET C-11 FOR PENDERGRASS WAY ROAD REHABILITATION AND IMPROVEMENTS.

WAY ROAD REHABILITATION AND
SEE SHEET C-09 FOR PENDERGRASS
IMPROVEMENTS. CASE "B" 12 16 12 12
8 1 10
6 4
7 1 11 10
9 (E) CURB & GUTTER TO REMAIN
5 2 17
8 15
2 12 MATCH EXISTING BW 59.56 BW 64.18 BW 64.29 BW 68.01 BW 67.79 LANDING FS 63.14 FS 63.41 TVC 63.56 TVC 63.67 TVC 64.06 LANDING FS 63.21 FS 63.22 BW 67.41 BW 67.15 BW 66.24 BW 65.27 BW 68.27 BW 68.38 FS 64.51 FS 64.29 7 CASE "F"

4.5'
13'4'
5'

P(E) TREE

P (E) TREE (E) RESTROOM TO REMAIN (E) BBQ
P END OF WALK BW 64.10
5'
5' 10 10
5'
1 14
3 CALABRESE PARK
50'
ROW
P
P

P (E) POLE (E) VAULT(E) SSMH (E) MONUMENT

P (E) WV

P (E) WV (E) SSMH (E) SSMH
P

P (E) WV
P
P SEE LANDSCAPE PLANS FOR CALABRESE PARK DEMOLITION, IMPROVEMENTS, AND IRRIGATION SLEEVES. 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 8 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 16 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 8 ON SHEET ON SHEET C-04. 17 PROPOSED STAIRS 12" WIDE AND 7" IN HEIGHT AND HANDRAILS PER DETAILS 13, 14, AND 15 ON SHEET C-05. RELOCATE PARK SIGN TO NEW BACK OF WALK. PROPOSED LANDSCAPED BULB OUT. SEE SHEET C-09 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 RELOCATE EXISTING WATER RISER. EXISTING RIGHT OF WAY. PROPOSED LANDSCAPE IMPROVEMENTS TO BE INSTALLED BY THE CITY. PROPOSED CONCRETE IMPROVEMENTS. CRACK FILLING AND SLURRY SEAL TREATMENT. REFER TO DETAIL 12 ON SHEET C-04. 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 11 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 11 ON SHEET C-04. CONSTRUCTION NOTES: 18 98 DN
DN
DN
DN
DN
E

E PENDERGRASS WAY (WEST)
CALIFORNIA AVENUE 10 BW 66.24 BW 65.27 FS 45.68 FS 45.32 MATCH EXISTING FS 45.06 MATCH EXISTING FS 45.08 MATCH EXISTING FS 44.99 MATCH EXISTING FS 44.96 FS 44.90 FS 44.93 FS 45.00 FS 45.02 FS 45.00 FS 44.15 MATCH EXISTING FS 44.23 FS 44.48 MATCH EXISTING FS 44.70 MATCH EXISTING FS 44.72 FS 44.91 FS 44.89

P (E) TREE

P (E) TREE (E) RESTROOM TO REMAIN (E) BBQ
P
P (E) DRIVEWAY (E) VAULTP FS 44.83 P (E) IRV END OF WALK BW 64.10 10 10 3 3
3 18 18 SEE SHEET C-10 FOR PENDERGRASS WAY ROAD REHABILITATION AND IMPROVEMENTS.

P (E) 2"-4" PVC DRAINS 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 C-08
CITY HALL GRADING & SITE PLAN INSTALL NEW 4" P.V.C. SEWER LATERAL PER CITY OF SEASIDE STD. S-501. TRENCH REQUIREMENTS: 12" MAXIMUM TRENCH WIDTH, PIPE BEDDING ZONE SHALL HAVVE A SAND EQUIVALENT GREATER THAN OR EQUAL TO 30 AND SHALL EXTEND 6" BELOW AND 12" ABOVE PIPE; CLEAN TRENCH EXCAVATION MATERIAL CAN BE REUSED AS TRENCH BACKFILL ABOVE THE BEDDING ZONE; SHORING IS REQUIRED FOR TRENCH DEPTH 5' OR GREATER; EXISTING SOIL IS SANDY AND MAY REQUIRE CONTINUOUS SHORING TO AVOID CAVING. LIMIT OF WORK. PROPOSED ADA ON-STREET STALL PER THE CONVENTIONAL DETAIL IN 2018 CALTRANS STANDARD PLAN A90B SHOWN IN DETAIL 8 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 16 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. 1314 ADJUST UTILITY COVER TO GRADE. 1516 RELOCATE "NO PARKING" SIGN PER DETAIL 8 ON SHEET ON SHEET C-04. 17 PROPOSED STAIRS 12" WIDE AND 7" IN HEIGHT AND HANDRAILS PER DETAILS 13, 14, AND 15 ON SHEET C-05. REFER TO THE SIGNING & STRIPING PLAN. PROPOSED LANDSCAPED BULB OUT. SEE SHEET C-09 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 RELOCATE EXISTING WATER RISER. EXISTING RIGHT OF WAY. PROPOSED LANDSCAPE IMPROVEMENTS TO BE INSTALLED BY THE CITY. PROPOSED CONCRETE IMPROVEMENTS. CRACK FILLING AND SLURRY SEAL TREATMENT. REFER TO DETAIL 12 ON SHEET C-04. 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 11 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 11 ON SHEET C-04. CONSTRUCTION NOTES: 18 REFER TO THE SIGNING & STRIPING PLAN. 99 DN
E 10+00 11+00
12+00
5 5 (E) EDGE OF PAVEMENT SAWCUT LINE
7 REFER TO SHEET C-08 FOR CALABRESE PARK CONCRETE IMPROVEMENTS. 8 PARK AVE (E) EDGE OF PAVEMENT
10+10.39 18.00L
EP 65.22
10+52.54 20.00L
FOC 65.17
10+62.95 20.00L
FOC 63.97
10+99.95 20.00L
FOC 63.13
11+29.50 BC, 20.00L
FOC 58.64
11+97.63 18.00L
(E) LIP 51.47

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
11+97.63 18.00L
(E) LIP 51.47 135 LF
PENDERGRASS (WEST) STA 10+00
PENDERGRASS (EAST) STA 00+00

0.7%
10+62.95, 12.00L
FS 63.64
10+87.70, 12.00L
FS 63.12
10+92.95, 18.00L
TVC 63.50
10+92.95 BC, 14.00L
TVC 63.40
10+94.95 EC, 12.00L
TVC 63.29
11+07.02 BC, 12.00L
TVC 62.52
11+15.02 PRC, 16.00L
TVC 60.63
11+17.02 EC, 18.00L
TVC 60.77
10+67.95 25.00L
TVC 64.06
10+92.70 24.99L
TVC 63.56
10+92.95 20.00L
FOC 63.37
11+49.75 CONFORM, 20.33L
FOC 56.38

0.7%

1.6%

3.8% 1.3%

1.5%

1.5%

1.5% 2.0%

1.5%
1 ±32'
±30'
ROW
50' 505560657075 505560657075 10+00 11+00 12+00 -0.84%
-5.03% -2.24%
-4.90%
-6.04%
-13.71%
-9.18%
-11.49%
12+00
FS 51.16
10+09.17 GB
FS 64.90'
11+17.53 GB
FS 59.90'

CONFORM
10+45.61 GB
FS 64.59'
10+62.97 GB
FS 63.72'
10+75.01 GB
FS 63.45'
10+92.97 GB
FS 62.57'
11+02.07 GB
FS 62.02'
11+48.04 GB
FS 56.55' 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 19 ON SHEET C-05. NEW 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. 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 18 ON SHEET C-05. 1.5' CONFORM GRIND AT LIMITS OF WORK AS SHOWN IN DETAIL 17 ON SHEET C-05. NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE

PAVEMENT REHABILITATION PLAN PENDERGRASS WAY (WEST)
STA 12+00 MATCHLINE: SEE SHEET C-10
STA 12+00 MATCHLINE: SEE SHEET C-10 C-09 SEE SHEET C-11 FOR PAVEMENT REHABILITATION AND IMPROVEMENTS FG AT STA. LINE EG 100
12+00 13+00 14+00 14+50 PENDERGRASS WAY (WEST)
CALIFORNIA AVENUE REFER TO SHEET C-13 FOR PARKING LOT PAVEMENT REHABILITATION. 8 REFER TO SHEET C-13 FOR PARKING LOT PAVEMENT REHABILITATION. REFER TO SHEET C-08 FOR PARKING LOT PAVEMENT REHABILITATION. 1REFER TO SHEET C-14 FOR CONCRETE IMPROVEMENTS REFER TO SHEET C-14 FOR CONCRETE IMPROVEMENTS 8 9
6 6
6 11+97.63 18.00L
(E) LIP 51.47
12+14.28 17.96L
(E) LIP 49.72
12+49.31 18.01L
(E) LIP 46.60
13+03.09 19.80L
FOC 45.09
13+76.21 17.95L
(E) LIP 43.97
13+94.61 12.59L
(E) LIP 43.45
14+18.81 14.21L
FOC 41.17
12+64.46 18.5R
FOC 46.24
13+97.46 18.5R
FOC 42.98
13+46.79 18.5R
FOC 44.24

P (E) MONUMENT
9 20' 20'
13+26.79 18.5R
FOC 44.79
12+84.46 18.5R
FOC 45.53

1.3% 1.2%

1.9% 2.1%

2.1% 2.1% (E) STORAGE BLDG.
12+41.25 15.99R
FOC 48.04 (E) STORAGE BLDG. CASE "F"12 INSTALL 48 LF OF 4" SCH. 40 PVC SLEEVE 18" BELOW GRADE SAWCUT LINE SAWCUT AT EXISTING AC/CONC. JOINT/TRANSITION 38'
25' 25'
50'
ROW
13+23.28 19.91L
FOC 44.98
14' 16'
20' 18' 404550556065 404550556065 12+00 13+00 14+00 14+50 -8.41% -1.20% -1.95%
-6.87%
-3.66%
12+00
FS 51.16
12+61.43 GB
FS 46.29'
14+25.91 GB
FS 40.40'
14+31.62 GB
FS 40.40' 50.00' VC G1=-1.20%, G2=-8.41% PVI STA 13+86.15, ELEV 43.75 HIGH POINT AT STA 13+61.15, ELEV 44.05 13+61.15 BVC

44.05 FS
14+11.15 EVC

41.64 FS 50.00' VC G1=-9.18%, G2=-6.87% PVI STA 12+28.22, ELEV 48.57 LOW POINT AT STA 12+53.22, ELEV 46.85 12+03.22 BVC

50.87 FS
12+53.22 EVC

46.85 FS

CONFORM
12+87.92 GB
FS 45.32'
13+40.10 GB
FS 44.30' 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 19 ON SHEET C-05. NEW 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. 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 18 ON SHEET C-05. 1.5' CONFORM GRIND AT LIMITS OF WORK AS SHOWN IN DETAIL 17 ON SHEET C-05. NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE

PAVEMENT REHABILITATION PLAN
STA 12+00 MATCHLINE: SEE SHEET C-09
STA 12+00 MATCHLINE: SEE SHEET C-09 C-10 FG AT STA. LINE EG 101
DN
DN
DN DN

E DRIVEWAY DRIVEWAY DRIVEWAY PENDERGRASS WAY (EAST)

OCEAN VIEW AVE
PARK AVE 1+00 2+00
3+00 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
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 (E) MONUMENTP 10 10 10 10 11 (E) SS MANHOLEP (E) MONUMENTP (E) VAULT P 133 LF

P (E) UTILITY POLE
PENDERGRASS (EAST) STA 01+00
PENDERGRASS (WEST) STA 10+00

PENDERGRASS WAY
(WEST)
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 (E) UTILITY POLEP
1+96.53 GB, 13.00R
FOC 68.30
2+20.95 GB, 13.00R
FOC 67.72

1.5%
50'
ROW
30'
25' 25'
13' 17'
12' 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 19 ON SHEET C-05. NEW 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. 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 18 ON SHEET C-05. 1.5' CONFORM GRIND AT LIMITS OF WORK AS SHOWN IN DETAIL 17 ON SHEET C-05. NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE

PAVEMENT REHABILITATION PLAN
STA 3+40 MATCHLINE: SEE SHEET C-12 PLAN SCALE: 1"=10' C-11 SEE SHEET C-09 FOR PAVEMENT REHABILITATION AND IMPROVEMENTS 102
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 1 1 REFER TO SHEET C-15 FOR CONCRETE IMPROVEMENTS AT CORNER OF CALIFORNIA AVENUE AND PENDERGRASS WAY EAST OF CITY HALL. 8 7
7 7
8 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

P (E) VAULT

P (E) BOLLARD (E) VAULT

P (E) SIGN

P (E) SIGN
P REFER TO SHEET C-13 FOR PARKING LOT PAVEMENT REHABILITATION REFER TO SHEET C-13 FOR PARKING LOT PAVEMENT REHABILITATION 133 LF 15 LF 39 LF 21'
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

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 19 ON SHEET C-05. NEW 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. 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 18 ON SHEET C-05. 1.5' CONFORM GRIND AT LIMITS OF WORK AS SHOWN IN DETAIL 17 ON SHEET C-05. NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE

PAVEMENT REHABILITATION PLAN
STA 3+40 MATCHLINE: SEE SHEET C-11 PLAN SCALE: 1"=10' SCALE: 1"=10' HORIZ. 1"=8' VERT. PROFILE C-12 FG AT STA. LINE EG 103
PENDERGRASS WAY (WEST) (E) BUILDING CALABRESE PARKING LOT 1,077 S.F.

P (E) TREE (E) SIGN

P (E) DRIVEWAY
P
P (E) SIDEWALK (E) BBQ (E) SERVICE ROAD TO BE REMOVED. REFER TO SHEET C-05 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
P
P
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'

E PENDERGRASS WAY (WEST)

PENDERGRASS WAY
P CITY HALL PARKING LOT WEST 4,671 S.F.

P
P
P
P
P
P
P (E) FENCE (E) FENCE (E) ELECTRIC VAULT (E) UTILITY POLE AND ELECTRIC METER (E) FENCE (E) WELL AND ENCLOSURE (E) UTILITY POLE AND GUY WIRE (E) SIGN 12 8 CASE "F"
P (E) 8'X20' CONEX NOTE: LIMITS OF HMA OVERLAY SHALL END 3' FROM CONEX 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 19 ON SHEET C-05. NEW 2" HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. 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 18 ON SHEET C-05. 1.5' CONFORM GRIND AT LIMITS OF WORK AS SHOWN IN DETAIL 17 ON SHEET C-05. NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE PAVEMENT REHABILITATION PLAN CITY HALL PARKING LOT WEST SCALE: 1"=10' CALABRESE PARKING LOT SCALE: 1"=10' POLICE DEPARTMENT PARKING LOTS SCALE: 1"=10' C-13 104
IRV 1+00 1+00
1+50 1+50.00 RET FOC 42.98' 1+35.45 LANDING FL 41.89' 1+28.78 LANDING FL 41.80' 1+13.60 RET FOC 41.46' 1+11.27 CONFORM FOC 41.4' ± 1+36.87 CONFORM FOC 41.1' ±1+27.53 LANDING FL 40.47' 1+20.62 LANDING FL 40.37' 1+10.35 CONFORM FOC 39.6' ± LANDSCAPING TO BE INSTALLED BY CITY

P (E) WATER METER
1 4 CASE "C"
4 CASE "C"
5 11

10.5' FL 40.81 FL 39.97 LIP 40.90 LIP 40.15 2.5% (N) COLONIAL RED, HERRINGBONE STAMPED ASPHALT CROSS WALK

6.4%

4.2% CALIFORNIA AVE INSTALL 48 LF OF 4" SCH. 40 PVC SLEEVE 18" BELOW GRADE 1 REFER TO SHEET C-10 FOR CONCRETE IMPROVEMENTS ALONG PENDERGRASS WAY WEST OF CITY HALL. 404550 404550 1+00 1+50

7.50% 1.45%

7.50%

39.59' FOC

39.09' FL
1+10.33 CONFORM

40.37' FOC

40.37' FL
1+20.62 LANDING

40.47' FOC

40.47' FL
1+27.53 LANDING

41.17' FOC

40.67' FL
1+36.87 CONFORM FLOWLINE TOP OF CURB 404550 404550 1+00 1+70 2.22% 1.45%

7.50%

41.41' FOC

40.91' FL
1+11.27 CONFORM

41.80' FOC

41.80' FL
1+28.78 LANDING

41.89' FOC

41.89' FL
1+35.45 LANDING

42.98' FOC

42.48' FL
1+50.00 RET FLOWLINE TOP OF CURB 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 STRUCTURAL SECTION CONSISTING OF 3" AC OVER 4" AGGREGATE BASE. NEW STRUCTURAL SECTION CONSISTING OF 3.5" AC OVER 4.5" AGGREGATE BASE. NEW 2" RUBBER HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. NEW CRACK FILLING AND SLURRY SEAL TREATMENT. REFER TO DETAIL 19 ON SHEET C-05. 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.NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE PLAN SCALE: 1"=5' RAMP CONSTRUCTION PLAN PENDERGRASS WAY WEST OF CITY HALL SCALE: 1"= 5' HORIZ. 1"=2' VERT. PROFILE: NE CORNER C-14 105
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-12 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 STRUCTURAL SECTION CONSISTING OF 3" AC OVER 4" AGGREGATE BASE. NEW STRUCTURAL SECTION CONSISTING OF 3.5" AC OVER 4.5" AGGREGATE BASE. NEW 2" RUBBER HOT MIX ASPHALT OVERLAY. REFER TO DETAIL 18 ON SHEET C-05. NEW CRACK FILLING AND SLURRY SEAL TREATMENT. REFER TO DETAIL 19 ON SHEET C-05. 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.NEW STAMPED AC CROSSWALK, COLOR: COLONIAL RED, PATTERN: HERRINGBONE PLAN SCALE: 1"=5' RAMP CONSTRUCTION PLAN PENDERGRASS WAY WEST OF CITY HALL C-15 106

PENDERGRASS WAY(WEST) 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
50'
ROW CITY HALL PARKING LOT WEST 5,006 S.F.
±38' BM 6 SF 2 SF "STOP" "STOP" "STOP" 12' 10'20' R99C (CA) 362' ±32'
8'
8'

10.5' (TYP)
19' (TYP) 150 SF 133'
8' 11' 228'
10' (TYP)
19' (TYP)

10.5'
±19' (TYP)
±5' 19' (TYP) 10' (TYP)
±24' (TYP) 96' 57'
9'
(TYP) 19' (TYP) 19' (TYP)
10' 38'
±30' ±24'
±19'
5 5 8' X 22' PARKING STALLS (TYP) 8' X 22' PARKING STALL 8' X 22' PARKING STALLS (TYP) 5 1
1 1
2 238A
9 6
8 8
8 4 13 10
30'
50'
ROW
11'7 SF
10'
(TYP) 11 45' 11 110' 13 13 13 13
5 DRIVEWAY DRIVEWAY DRIVEWAY 12 14 TYP. 14 TYP. TYP.14 14 TYP. TYP.14 3 R1-110 10 S1-1 D3-1
P
P
P
P R1-1 10
2 15'
2 15 60 SF
±4' ±4' EXISTING 8' X 20' CONEX
±14'
10'
±13' ±26' "STOP"
1 ±8.5' (TYP)
P
P
P 10
7 8
P 13
P
P CITY HALL PARKING LOT EAST 2,362 S.F.

P CALABRESE PARKING LOT 1,077 S.F.

P
8 9
9 R99C (CA) R99C (CA)
8 10'
2 10'
11'
8' 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 13 ON THIS SHEET. TOTAL SQUARE-FOOTAGE IS INDICATED ON PLANS. INSTALL ACCESSIBLE ON-STREET PARKING STALL, "CONVENTIONAL", PER CALTRANS STD. PLAN A90B, DETAIL 8 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 9 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-16P15 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"
107
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
108
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
109
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
110

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
111
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
112
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
113

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

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
114
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
115

CITY OF SAND CITY

CONTRACT DOCUMENTS FOR

CALABRESE PARK, PENDERGRASS WAY AND CITY HALL

IMPROVEMENT PROJECT

FORMAL BID
City Hall
1 Pendergrass Way
Sand City, CA 93955
(831) 394-3054
TECHNICAL SPECIFICATIONS APPROVED BY: APPROVED FOR CONSTRUCTION:
______________________________________

ENGINEER CITY ENGINEER
DATE: 8/2/22__________________________ DATE: 8/2/22
Master Specification Revision: 05.25.2020
Project Specification Revision: 08.01.22

116
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20 (THIS PAGE INTENTIONALLY LEFT BLANK)

117
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20

CALABRESE PARK, PENDERGRASS WAY AND CITY HALL IMPROVEMENT PROJECT

TABLE OF CONTENTS
PART I: NOTICE TO CONTRACTORS ........................................................................................................................ 1 SPECIFICATIONS AND BID FORMS ....................................................................................................................... 1 MANDATORY PRE-BID CONFERENCE ................................................................................................................. 1 PREVAILING WAGES .............................................................................................................................................. 1 PREVAILING WAGES, FEDERALLY FUNDED PROJECTS: ................................. Error! Bookmark not defined.

BID BOND ................................................................................................................................................................. 2 BID VALIDITY ........................................................................................................................................................... 2 RESPONSIBLE BIDDER .......................................................................................................................................... 2 BID REJECTION ....................................................................................................................................................... 3 UNBALANCED BID ................................................................................................................................................... 3 BIDDER PROTEST ................................................................................................................................................... 4 INTERPRETATION OF SPECIFICATIONS .............................................................................................................. 4 DEFINITIONS ............................................................................................................................................................ 4 PART II: PROPOSAL .................................................................................................................................................... 1 BID SCHEDULE ........................................................................................................................................................ 1 BID ITEM DESCRIPTIONS ...................................................................................... Error! Bookmark not defined.

FINAL PAY ITEMS ................................................................................................... Error! Bookmark not defined.

ANCILLARY ITEMS ................................................................................................................................................ 13 LUMP SUM PRICE BREAKDOWN ......................................................................................................................... 13 BID CLARIFICATION .............................................................................................................................................. 13 DECLARATION OF BIDDER .................................................................................................................................. 14 ACKNOWLEDGEMENT OF ADDENDA ................................................................................................................. 15 BIDDER’S STATEMENT OF QUALIFICATIONS .................................................................................................... 16 SUBCONTRACTOR’S LIST .................................................................................................................................... 17 NONCOLLUSION DECLARATION ......................................................................................................................... 18 DEBARMENT AND SUSPENSION CERTIFICATION ............................................................................................ 19 LOCAL HIRING REQUIREMENT ........................................................................................................................... 20 CERTIFICATION OF GOOD-FAITH EFFORT TO HIRE SAND CITY BAY AREA RESIDENTS ........................... 21 BID BOND ............................................................................................................................................................... 23 CERTIFICATION OF WORKERS’ COMPENSATION INSURANCE...................................................................... 25 SPECIFIED OR APPROVED EQUAL PRODUCT SUBMITTALS .......................................................................... 26 PART III: GENERAL PROVISIONS .............................................................................................................................. 1 BIDDING .................................................................................................................................................................... 1 CONTRACT AWARD AND EXECUTION ................................................................................................................. 1 SAMPLE PUBLIC WORKS CONTRACT .................................................................................................................. 2 PERFORMANCE BOND ........................................................................................................................................... 3 PAYMENT (LABOR AND MATERIALS) BOND ........................................................................................................ 4 SCOPE OF WORK .................................................................................................................................................... 6 118
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20 CONTROL OF WORK ............................................................................................................................................... 7 CONTROL OF MATERIALS ..................................................................................................................................... 9 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ............................................................................ 11 PROSECUTION AND PROGRESS ........................................................................................................................ 15 PAYMENT ............................................................................................................................................................... 17 PART IV: SPECIAL PROVISIONS ............................................................................................................................... 1 GENERAL ................................................................................................................................................................. 1 PLANS AND SPECIFICATIONS ............................................................................................................................... 1 CONTRACT BONDS ................................................................................................................................................. 1 TIME LIMITS ............................................................................................................................................................. 2 LICENSES AND PERMITS ....................................................................................................................................... 2 SITE INSPECTION ................................................................................................................................................... 2 SUBMITTALS ............................................................................................................................................................ 2 CONSTRUCTION SURVEYS ................................................................................................................................... 3 PROTECTION OF PRIVATE PROPERTY ............................................................................................................... 4 CONSTRUCTION QUALITY CONTROL .................................................................................................................. 4 GUARANTEE ............................................................................................................................................................ 6 REGULATIONS ......................................................................................................................................................... 6 PUBLIC SAFETY AND PROTECTION OF THE WORK .......................................................................................... 6 INDEMNIFICATION AND HOLD HARMLESS .......................................................................................................... 6 INSURANCE ............................................................................................................................................................. 7 RESOLUTION OF CONSTRUCTION CLAIMS – ALL CONTRACTOR CLAIMS ..................................................... 9 RESOLUTION OF CONSTRUCTION CLAIMS – CLAIMS UNDER $375,000 ....................................................... 11 PRE-CONSTRUCTION CONFERENCE ................................................................................................................ 12 LIQUIDATED DAMAGES ........................................................................................................................................ 12 CONSTRUCTION PROCEDURE ........................................................................................................................... 12 TRAFFIC CONTROL ............................................................................................................................................... 13 CONSTRUCTION PROJECT SIGNS ...................................................................... Error! Bookmark not defined.

REMOVAL OF OBSTRUCTIONS ........................................................................................................................... 15 UNDERGROUND UTILITIES .................................................................................................................................. 15 UTILITY COMPANY COORDINATION ................................................................................................................... 15 CONTRACT PLANS AND SPECIFICATIONS ........................................................................................................ 15 DUST CONTROL .................................................................................................................................................... 16 CONNECTION TO EXISTING UTILITIES .............................................................................................................. 16 SANITARY FACILITIES .......................................................................................................................................... 16 INSPECTION OF WORK ........................................................................................................................................ 16 RECORD DRAWINGS ............................................................................................................................................ 16 ENVIRONMENTAL/POLLUTION PREVENTION REQUIREMENTS ..................................................................... 16 TREE PROTECTION REQUIREMENTS ................................................................. Error! Bookmark not defined.

TECHNICAL SPECIFICATIONS .............................................................................. Error! Bookmark not defined.

APPENDIX A: Bid Proposal Forms ............................................................................................................................... 1 119
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20 APPENDIX B................................................................................................................ Error! Bookmark not defined.

APPENDIX C ............................................................................................................... Error! Bookmark not defined.

APPENDIX D ............................................................................................................... Error! Bookmark not defined.

APPENDIX E................................................................................................................ Error! Bookmark not defined. 120
Part I, Page 1
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20

CITY OF SAND CITY

SAND CITY, CALIFORNIA
PART I: NOTICE TO CONTRACTORS
Sealed, unbound bid proposals for furnishing all labor, materials, tools, equipment and incidentals for the construction of Calabrese Park, Pendergrass Way and City Hall Improvement Project in Sand City, California, in accordance with these plans and specifications, will be received until 2:00pm, Tuesday, August 23, 2022 (“Bid Opening Date”), at which time they will be publicly opened and read in the City Council Chambers.

Proposals shall be addressed as follows and mailed or hand-delivered to:

Attention; Vibeke Norgaard, City Manager
1 Pendergrass Way
Sand City, CA 93955
In general, the work consists of, but is not limited to, the demolition of existing park play equipment, walkways, timber steps, tables, concrete retaining walls and pads, fencing, concrete curbs, gutters, sidewalks, driveways, asphalt pavement, signs, striping, and related features and the construction of new park play equipment, walkways, timber steps, tables, concrete retaining walls and pads, fencing, engineered wood fiber, asphalt concrete pavement, aggregate base, widening and rehabilitation including hot mix asphalt, overlays, seals, concrete curbs, gutters, sidewalks, ramps, driveways, and cross gutters, signage and striping, accessible parking and minor drainage improvements.

At the time of the bid opening, the successful Bidder must be legally entitled to perform contracts requiring a Class “A” Contractor's license. Any Bidder or contractor not so licensed shall be subject to all penalties imposed by law including, but not limited to, any appropriate disciplinary action by the Contractors' State License Board. All contractor and sub-contractor license(s) must remain in good standing throughout the term of the Contract. The Contractor shall notify the City in writing in the event its license is suspended, expires, or has a change in signatory.

SPECIFICATIONS AND BID FORMS
Specifications, including instructions to Bidders and all necessary contract documents and forms, are available online from the City’s website located at https://www.sandcity.org under the “Bids/RFPs” tab on the home page.

Potential bidders, subcontractors and suppliers are responsible for reviewing the complete bidding documents, including all addenda, prior to submitting their bid. They are also advised to check the City’s web site noted above periodically and prior to submitting their bid. Submit unbound bid proposals (see Appendix A) in sealed envelopes clearly marked on the exterior with the project name, bid opening date and bid opening time for which the bid proposal is being submitted. When submitting a bid in a sealed envelope within another sealed envelope, such as an envelope provided by an overnight carrier, be sure to also mark the exterior of the outermost envelope or overnight carrier’s envelope clearly with the project name, bid opening date and bid opening time.

PRE-BID CONFERENCE
A non-mandatory pre-bid conference is scheduled for 11:00am, Thursday, August 11, 2022 at the City Hall, 1 Pendergrass Way, Sand City, CA 93955. This conference will allow bidders to review and inspect project conditions.

Failure to attend the pre-bid conference will not result in your bid being deemed non-responsive. However, the City strongly encourages that all prospective bidders attend the pre-bid conference

PREVAILING WAGES
Local prevailing wage rates shall be paid in accordance with Sections 1770, 1773, and 1782, as amended, of the California Labor Code, and Section 12.18.060 of the Sand City Municipal Code, on all public works construction contracts exceeding twenty-five thousand dollars ($25,000) and all public works contracts for alteration, demolition, repair or maintenance work exceeding fifteen thousand dollars ($15,000). Local wage rates may be obtained from City Hall, 1 Pendergrass Way, Sand City, CA, (831-394-3054) or the Director, Department of Industrial Relations, State of California, 455 Golden Gate Avenue, San Francisco, California (415-703-4774). Any Bidder contractor awarded a public works contract that uses a craft or classification not in the general prevailing wage determinations 121
Part I, Page 2
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20 may be required to pay the wage rate most closely related in the general determinations, effective at the time of the call for bids.

In accordance with the provisions of Sections 1725.5, 1771.1, 1771.3, and 1771.4 of the Labor Code, this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal (subject to the requirements of Section 4104 of the Public Contract Code), or engage in the performance of any contract for public work, as defined by that chapter of the Labor Code, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. See Part III of these Specifications for additional requirements.

In accordance with the provisions of Section 1773.3 of the Labor Code, the City of Sand City shall provide notice to the Department of Industrial Relations (DIR) of the award of any public works contract subject to the requirements of Chapter 1 of the Labor Code, within five days of the award. The notice shall be transmitted electronically in a format specified by the DIR (see https://www.dir.ca.gov/pwc100ext/) and shall include the name of the contractor, any subcontractor listed on the successful bid, the bid and contract award dates, the contract amount, the estimated start and completion dates, job site location, and any additional information the DIR specifies that aids in the administration and enforcement of this chapter.

BID BOND
A true and correct copy of a certified check or cashier’s check payable to the order of the City of Sand City, or a satisfactory bid bond executed by the Bidder and an acceptable surety in an amount equal to ten percent (10%) of the bid amount shall be uploaded with each bid, as a guarantee that the bidder, if its bid is accepted, will promptly execute the Agreement. The bid bond must be notarized, include the embossed surety seal, and include a Power of Attorney if the signee is not an officer of the surety.

The three lowest bidders must also MAIL the original certified check, cashier’s check, or bid bond, which must be received by the City no later than five (5) calendar days following the Bid Opening Date. If the last day for submission falls on a holiday or weekend, the period is extended to the next business day. The original shall be addressed to:

City of Sand City
Attention: Finance Director
1 Pendergrass Way
Sand City, CA 93955
Please have the Bidder Name, Contract Title (“Project Title”), and Contract Number (“Project ID”) listed clearly on the outside of the sealed envelope.

Bidder’s failure to submit the certified check, cashier’s check, or bid bond in accordance with the terms herein may result in the bid being deemed non-responsive. Further, the amount so posted shall be forfeited to the City if the Bidder does not, within fifteen (15) calendar days after written notice that the contract has been awarded to said Bidder, enter into a contract with the City for the work.

BID VALIDITY
No Bidder may withdraw their bid for a period of ninety (90) days from the Bid Opening Date, which time shall be used by the City for reviewing the bids and investigating the qualifications of Bidders, prior to awarding of the contract.

Any bid withdrawal before the expiration of such time period shall result in the forfeiture of Bidder’s Bid Bond. In the event of a bid mistake resulting from a clerical error made by the Bidder, withdrawal of such bid without forfeiture of the Bid Bond may only be allowed if the criteria set forth in California Public Contracts Code Sec. 5103 are met and the procedures set forth therein are followed; any such approval by City of bidders request to withdraw bid shall be at the sole discretion of the City.

RESPONSIBLE BIDDER
Responsible bidder as it pertains to this contract shall be as follows:
122
Part I, Page 3
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20

1. Standards of Responsibility: The City may reject bids on the basis of non-responsibility. A responsible bidder is one that has the capacity in all respects to perform fully the contract requirements, and the integrity and reliability which will assure good faith performance of the contract. Factors to be considered in determining whether the standard of responsibility has been met include whether a bidder has:
a. The appropriate financial, material, equipment, facility, capacity (adequate workforce to complete the job in a timely fashion) and personnel resources, including all required certifications, licenses, and expertise necessary to indicate its capacity to meet all contractual requirements, including the following specific requirements:
i. Adequate workforce to meet multiple critical work schedules at once; ii. Ability to start projects on the commencement dates set forth by the City and satisfactorily complete them within the City’s stated time limits;
b. A satisfactory record of performance, including but not limited to any prior work performed by bidder for the City or other agency;
c. Evidence of bidder’s ability to provide the required bonding and insurance capacity. Apparent low bidder with cash or cashier’s check as bid bond is required to submit a pre-qualification letter from an acceptable surety or cashier’s check as performance bond within fourteen (14) calendar days of the bid opening; d. A satisfactory record of integrity, diligence, and professionalism in the specific contract work; e. The legal qualifications to contract with the City; and f. Supplied all information requested by the City in connection with the inquiry concerning responsibility.

2. Information Pertaining to Responsibility. The prospective contractor shall supply any information requested by the City concerning the responsibility of such contractor, including the qualifications and performance records of contractor’s employees and proposed subcontractors. If the prospective contractor fails to supply the requested information, the City shall base the determination of responsibility in award of the Contract upon any available information, or may find the prospective contractor non-responsible on the basis of its failure to provide the requested information to the City.

3. The City’s Duty Concerning Responsibility. Before awarding a contract, the City must be satisfied that the prospective contractor is responsible. The City may use the information provided by prospective contractor as well as information obtained from other legitimate sources, including City staff’s own experience with the prospective contractor and prospective contractor’s employees.

4. Written Determination of Non-responsibility Requirements. If a bidder or offeror who otherwise would have been awarded the Contract is found non-responsible, a written determination of non-responsibility setting forth the basis determination shall be prepared by the City and sent to the non-responsible bidder or offeror.

The bidder or offeror shall have an opportunity to appeal the City’s determination on non-responsibility.

BID REJECTION
The City reserves the right to reject any or all bids as the best interests of the City may dictate and, to the extent permitted by law, waive any irregularity in any bid. If there is any reason for believing that collusion exists among the bidders, the City may reject any or all bids.

UNBALANCED BID
Bids which are obviously unbalanced may be rejected. For the purposes of this section, an unbalanced bid is one that (a) has unit prices based on nominal prices for some items of work and enhanced unit prices for other items of work, and (b) the amount and manner in which the unit prices are distributed is not reflective of the true cost to perform the work. Any unbalanced bid may be rejected by the City whether or not the result of the unbalanced bid increases the cost of the project to the City.
123
Part I, Page 4
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20

BIDDER PROTEST
All bid protests shall follow the procedures set forth in Sand City Municipal Code §12.18.100, available on-line on the City’s website located at https://www.sandcity.org. Payment of a bid protest filing fee in the amount set forth in the City’s Municipal Code shall be prerequisite to the filing of any such protest.

INTERPRETATION OF SPECIFICATIONS
Should a Bidder be in doubt as to the true meaning of any item in the Plans or Specifications or discover items containing discrepancies or omissions, the Bidder is responsible for immediately notifying the City. All questions must be submitted in writing via e-mail to John Kuehl, Chief Building Official at: [email protected] on or before the deadline for submittal of questions which is 4:00pm Tuesday, August 16, 2022. Please include the section title of this Specification for each question, if applicable, in order to ensure that questions asked are responded to correctly. All questions submitted and answers provided shall be electronically distributed to all bidders who have selected to “follow” this Specification on the City’s e-Procurement Portal.

If found necessary, interpretation or correction will be made by written addendum, which will be posted to the City’s website at https://www.sandcity.org under the “Bids/RFPs” tab on the home page. It is the bidder’s responsibility to check the City’s web site frequently to obtain any and all addenda. Failure of any Bidder to receive any such addenda or interpretation shall not relieve such Bidder from any obligation under their bid as submitted. All addenda so issued shall become part of the contract documents, and the Bidder shall acknowledge this condition by listing each addendum by number in his or her bid proposal by completing the Acknowledgement of Addenda form in Part II Proposal of these specifications. The Engineer shall not be held responsible for any oral interpretations or instructions. No addenda can be issued less than forty-eight (48) hours before bid opening without an accompanying bid time extension. The Engineer reserves the right to make decisions on extending the bid period.

DEFINITIONS
For the purposes of this document, the following definitions shall apply:

CITY: The term City refers to and indicates the City of Sand City, Monterey County, State of California.

ENGINEER OR The term Engineer or City Engineer refers to and indicates the City Engineer CITY ENGINEER of the City of Sand City or his/her duly authorized representative.

BIDDER: Party submitting a bid for consideration by the City of Sand City.

CONTRACTOR: The term Contractor refers to and indicates the party or parties contracting to perform the work to be done in pursuance of this contract and specifications.

COUNCIL OR The City Council of the City of Sand City.

CITY COUNCIL:

PLANS: The project plans referred to herein.

SPECIAL Part IV of these Specifications.

PROVISIONS:

SPECIFICATIONS: This document, in its entirety.

STANDARD Specifications entitled “State of California, Department of Transportation, SPECIFICATIONS: Standard Specifications” of latest publication on file in the office of the City Clerk of the City of Sand City.

STANDARD Plans entitled “State of California, Department of Transportation, Standard PLANS: Plans” of latest publication.
124
Part I, Page 5
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20 ADA: Americans with Disabilities Act of 1990, Titles II and III, latest revision.

CBC: California Building Codes, latest edition as adopted by the City of Sand City.

IBC: International Building Codes, latest edition.

125
Part II, Page 1
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20

CALABRESE PARK, PENDERGRASS WAY AND CITY HALL IMPROVEMENT PROJECT

CITY OF SAND CITY
PART II: PROPOSAL
To the Honorable City Council
City of Sand City
City Hall
Sand City, California
The undersigned declares to have carefully examined the location of the proposed work, that the Plans and Specifications as set forth herein have been examined, and hereby proposes to furnish all materials and equipment and do all the work required to complete the said work in accordance with said Plans and Specifications for the lump sums and unit prices set forth in the following schedule:

BID SCHEDULE
Item
No. Description Approx. Quantity Unit Unit Price Amount

GENERAL
1 Mobilization and Demobilization 1 LS
2 Traffic control System 1 LS
3 Water Pollution Control 1 LS
4 CPM Schedule 1 LS
5 Lead Compliance Plan 1 LS

ROADWAY IMPROVEMENTS
6 Wedge Grind and Conform Grind 76 SY
7 Hot Mix Asphalt (Type A) – 2” Overlay 59 TON
8 Hot Mix Asphalt (Type A) – 1.5” Overlay 107 TON
9 Hot Mix Asphalt (Type A) – New Pavement
Section 3” AC 49 TON
10 Hot Mix Asphalt (Type A) – New Pavement
Section 3.5” AC 403 TON
11 Class II Aggregate Base – New Pavement
Section 287 CY
12 Sawcut and Remove Roadway Asphalt 509 CY
13 Polymer Modified Slurry Seal Treatment,
Type II 632 SY
14 Crack Seal 436 LF
15 Remove Concrete 1,407 SF
16 Minor Concrete (Curb & Gutter) 452 LF
17 Minor Concrete (Vertical Curb) 243 LF
126
Part II, Page 2
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20 18 Minor Concrete (Sidewalk & Bulb-Outs) 1,995 SF
19 Minor Concrete (6” Thick Concrete at Curb
Ramp and Driveways) 886 SF
20 Minor Concrete (Valley Gutter) 1,257 SF
21 Minor Concrete (Stairs) 6 EA
22 Retaining Wall 120 LF
23 Hot Mix Asphalt Dike – Type F 341 LF
24 Detectable Warning Surface 113 SF

UTILITY IMPROVEMENTS
25 Adjust Monument Cover to Grade 1 EA
26 Adjust Storm Drain Manhole Cover to Grade 1 EA
27 Adjust Sanitary Sewer Manhole Cover to
Grade 3 EA
28 Adjust Water Valve Cover to Grade 6 EA
29 Adjust Utility Vault Cover to Grade 1 EA
30 Relocate Water Riser 1 EA
31 Remove Storm Drain Inlet 2 EA
32 Remove and Replace 4” Sewer Service 87 LF

SIGNING & STRIPING
33 Thermoplastic Traffic Stripe – Detail 2 160 LF
34 Thermoplastic Traffic Stripe – Detail 38A 20 LF
35 Pavement Marking (White) 615 SF
36 Pavement Marking (Blue) 71 SF
37 Curb Marking (Green with White Text) 73 SF
38 Curb marking (Blue) 32 SF
39 Reflective Pavement Marker (Blue) 1 EA
40 Remove Parking Tire Stop 36 EA
41 Install Parking Tire Stop 33 EA
42 Stamped Asphalt Crosswalk 366 SF
43 Remove Sign 8 EA
44 Relocate Sign 5 EA
45 Install New Sign 3 EA
127
Part II, Page 3
Calabrese Park, Pendergrass Way and City Hall Improvement Project REV 5/25/20

CALABRESE PARK IMPROVEMENTS
46 Park Demolition 1 LS
47 Park Rough Grading 180 CY
48 Park Drainage 1 LS
49 Granitecrete Walks with Excavation and
Class II Aggregate Base 850 SF
50 Walk Edge - 18” Deep 96 LF
51 Curb Wall – 24” High 150 LF
52 Park Curb Ramp 1 EA
53 Keystone Wall 107 LF
54 Boulders 4’x6’ 10 EA
55 Springer & Springer Installation 1 EA
56 Rope Climb Feature 1 EA
57 Engineered Wood Fiber 1,700 SF
58 Perimeter Fence – Split Rail 215 LF
59 Wall Guardrail Fence - Grapestake 77 LF
60 Timber Steps 108 LF
61 Handrails 100 LF
62 Picnic Tables 2 EA
63 Swing Play Area 1 LS
64 Record Drawings 1 LS
TOTAL BASE BID (ITEMS 1 THROUGH 64) (In Words)
_______________________________________________________________ _______________________________________________________________

(In Figures)
$

BASIS OF AWARD
Award of contract, if any be made, shall be made to the Contractor with the lowest responsive responsible bid based on the Total Base Bid (Items 1 through 64).

BID ITEM DESCRIPTIONS
This section covers details of individual items of the Bid Schedule to insure that it is clear as to what is to be included in each item. The costs submitted with each item are to reflect the work to be completed under that bid item only.

Payment of all the following items shall be for actual materials installed on the job and for actual work accomplished. 128

CITY OF SAND CITY
RESOLUTION SC 22- , 2022

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAND CITY REJECTING ALL BIDS FOR THE

CALABRESE PARK, PENDERGRASS WAY AND CITY HALL IMPROVEMENT PROJECT AND AUTHORIZING STAFF TO REBID THE PROJECT WITH A REDUCED SCOPE OF WORK.

WHEREAS, the Calabrese Park, Pendergrass Way and City Hall Improvement Project (“Project”) includes the demolition and construction of a new playground of existing park play equipment in Calabrese Park, walkways, timber steps, tables, concrete retaining walls and pads, fencing, concrete curbs, gutters, sidewalks, driveways, asphalt pavement, signs, striping, and related features and the construction of new park play equipment, walkways, timber steps, tables, concrete retaining walls and pads, fencing, engineered wood fiber, asphalt concrete pavement, aggregate base, widening and rehabilitation including hot mix asphalt, overlays, seals, concrete curbs, gutters, sidewalks, ramps, driveways, and cross gutters, signage and striping, accessible parking and minor drainage improvements; and WHEREAS, on August 2, 2022, the City advertised the Project for public bidding and on August 23, 2022, the City held a bid opening and four bids were received; and WHEREAS, the lowest responsive bid from Precision Grade, Inc. was in the amount of $1,178,618.00 considerably higher than the Engineer’s estimate for the Project; and WHEREAS, if the City were to enter into the contract with Precision Grade, Inc. for $1,178,618.00, the total estimated project cost including contingency and construction management and inspection services would be expected to be $1,532,202; and
WHEREAS, awarding the contract to the lowest bidder would require a budget amendment with possible transfer of funds to the general fund from 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 15304(b)- replacement of existing landscaping.

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

1. The City Council reject all bids and authorizes staff to rebid the project with a reduced scope of work.

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

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

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

EXHIBIT B
129

EXHIBIT C

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, PENDERGRASS WAY AND CITY HALL IMPROVEMENT PROJECT TO PRECISION GRADE, INC.; AUTHORIZING THE CITY MANAGER TO EXECUTE THE CONTRACT AND TO TRANSFER UP TO $1,000,000 FROM THE CITY’S LAIF ACCOUNT TO THE CITY’S GENERAL FUND; AND

APPROVING CONTINGENCIES FOR CONSTRUCTION CHANGE ORDERS AND CONSTRUCTION

MANAGEMENT AND INSPECTION
WHEREAS, the Calabrese Park, Pendergrass Way and City Hall Improvement Project (“Project”) includes the demolition and construction of a new playground of existing park play equipment in Calabrese Park, walkways, timber steps, tables, concrete retaining walls and pads, fencing, concrete curbs, gutters, sidewalks, driveways, asphalt pavement, signs, striping, and related features and the construction of new park play equipment, walkways, timber steps, tables, concrete retaining walls and pads, fencing, engineered wood fiber, asphalt concrete pavement, aggregate base, widening and rehabilitation including hot mix asphalt, overlays, seals, concrete curbs, gutters, sidewalks, ramps, driveways, and cross gutters, signage and striping, accessible parking and minor drainage improvements; and WHEREAS, on August 2, 2022, the City advertised the Project for public bidding and on August 23, 2022, the City held a bid opening and four bids were received; and WHEREAS, Precision Grade, Inc. was determined to have the lowest responsive and responsible bid in the amount of $1,178,618.00; and
WHEREAS, Precision Grade, Inc. has successfully completed similar projects for local agencies in the region, and;
WHEREAS, an amount of $176,792--approximately 15% of the contract value -- is estimated to be required for construction change orders; and
WHEREAS, an additional amount of $176,792 --approximately 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, the project budget including contingency and construction management and inspection services is expected to be $1,532,202; and
WHEREAS, awarding the contract will require a budget amendment with possible transfer of funds to the general fund from 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 15304(b)- replacement of existing landscaping.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SAND CITY AS FOLLOWS:
130

EXHIBIT B

1. That the contract for the Calabrese Park, Pendergrass Way and City Hall Improvement Project, in accordance with the Plans and Specifications is awarded to Precision Grade Inc. in an amount not to exceed $1,178,618.

2. That the City Manager is authorized to execute the Contract in an amount not to exceed $1,178,618 with Precision Grade Inc., in a form approved by the City Attorney.

3. That a contingency amount not to exceed $176,792 (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 $176,792 (15%) are approved for construction management and inspection, subject to the approval of the City Manager.

5. That Precision Grade Inc. shall maintain a current Sand City Business License.

6. That the City Manager is authorized to transfer up to $1,000,000 in funds from the City’s LAIF account to the general fund as needed in FY 22-23 to complete the Project.

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

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
____________________________
Mary Ann Carbone, Mayor
ATTEST:
___________________________
Connie Horca, City Clerk
131

AGENDA ITEM
9C.

Consideration and Approval of City
RESOLUTION Authorizing the City
Manager to Execute a Professional
Services Agreement with Paul DeRouen
132
City of Sand City
TO: Honorable Mayor and City Council Members
FROM: Vibeke Norgaard, Acting City Manager
DATE: September 13, 2022 (Meeting September 20, 2022)
SUBJECT: Professional Services for Computer Services
______________________________________________________________________________ Background
The City requires computer services on an ongoing basis in order to maintain and upgrade its computer equipment and systems. Dave Jansen has served the City in that capacity as an independent contractor since 2001. However, on September 6, 2022, Mr. Jansen notified the City that he is retiring from his work at City Hall the end of September. He will phase out the City Hall work first followed by his work in the Police Department.

Mr. Jansen works on an as needed basis. While there is occasionally a need for several hours of work in a day, over the past four months he has worked on average of 10 hours a month for the Police Department and City Hall combined. The City’s systems do likely require an updating which would require more hours per month than Mr. Jansen has been providing .

City staff reached out to other local municipalities in order to locate a replacement for Mr.

Jansen. The City Manager received a glowing recommendation from Mr. Khasimi, the Head of IT in the City of Pacific Grove, for Mr. Paul DeRouen. Mr. DeRouen comes highly recommended by the Head of IT at the City of Pacific Grove where he works part time.

Mr. DeRouen’s experience is summarized in the attached Exhibit A. He has decades of IT experience in technical support and software development and is pursuing a degree in Software Engineering. Furthermore, he has experience serving local governments as he has provided technical support, administration, and development for the City of Riverside, and desktop support for the City of Ontario. The Chief of Police, Mr. Jansen, and the City Manager met with Mr. DeRouen and found him to be a good fit for the needs of the City.

Mr. DeRouen would be required by the agreement to maintain a City Business license; to undergo any required background checks.

Fiscal impact:

Mr. DeRouen’s rate is $84 an hour. That is the same rate the City has paid Mr. Jansen. There should therefore be no additional costs to the City for this action. As noted above, the City’s Agenda
Item
9C
133
systems may need an extensive updating which would require more time on the part of Mr.

DeRouen than what Mr. Jansen has been able to provide.

Recommendation
Approve the attached resolution authorizing the City Manager to enter into a professional services agreement with Mr. DeRouen to provide Computer Services on an as needed basis at a rate not to exceed $84 an hour.
134

CITY OF SAND CITY
RESOLUTION SC 22-__, 2022

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAND CITY AUTHORIZING

THE CITY MANAGER TO ENTER INTO A PROFESSIONAL SERVICES
AGREEMENT WITH MR. PAUL DEROUEN
WHEREAS, the City of Sand City has the need for computer services on an ongoing basis in order to maintain and upgrade equipment and systems; and WHEREAS, Dave Jansen has served the City in that capacity as an independent contractor since 2001; however, on September 6, 2022 Mr. Jansen notified the City that he is retiring from his work at the end of September; and WHEREAS, City staff has reached out to other municipalities in order to locate a replacement for Mr. Jansen; and
WHEREAS, Mr. Paul DeRouen comes highly recommended by the Head of IT at the City of Pacific Grove where he works part time; and
WHEREAS, Mr. DeRouen has decades of IT experience in technical support and software development, and is pursuing a degree in Software Engineering; and WHEREAS, Mr. DeRouen has previous experience in local governments providing technical support, administration, and development for the City of Riverside, and desktop support for the City of Ontario.

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

1. That the City Manager is authorized to enter into a professional services agreement with Mr. DeRouen to provide IT Computer Services on an as needed basis at a rate not to exceed $84 an hour.

2. Mr. DeRouen will be required to maintain a Sand City business license and pass all background checks required by law.

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

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
________________________
ATTEST: Mary Ann Carbone, Mayor
_________________________
Connie Horca, City Clerk
135
Contact
[email protected]
www.linkedin.com/in/paulmderouen
(LinkedIn)
Top Skills
Active Directory
Technical Support
A+ Certified
Certifications
Google IT Support Specialization
Paul DeRouen
_
Seaside, California, United States
Summary
I have worked in IT since 1998 in different roles - as a system operator, a helpdesk technician, a desktop support technician, an administrator, a developer and an analyst.

Experience
City of Pacific Grove
IT Support Specialist
July 2022 - Present (3 months)
Pacific Grove, California, United States
Irvine Technology Corporation
Desktop Support (Temp)
February 2022 - March 2022 (2 months)
Ontario City Hall
City of Riverside
IT Analyst II
September 2016 - November 2019 (3 years 3 months)
Riverside
• As an IT Analyst II my responsibilities included project management, project coordination, SharePoint installation, administration and development. • My projects included:
o The Hive - a SharePoint site created for project management, digital forms and citywide collaboration. I was responsible for administration of the citywide SharePoint intranet. I designed and administered sites within the Hive utilizing SharePoint workflows, Infopath and front end web development. o Police IA investigations - A SharePoint server installation utilized for Internal Affairs investigation.

EXHIBIT A
136
o Public Utilities NEM - a public access digital process for applying for Solar Net Energy Metering developed with Adobe Esign.

ACS Xerox
9 years 7 months
Associate System Developer
June 2015 - September 2016 (1 year 4 months)
Riverside, California, United States
• I was part of a team that developed project management tools and converted paper processes into digital for the city of Riverside using Microsoft SharePoint 2013 and InfoPath.
• Front end web updates and SharePoint development using HTML, CSS and Javascript.

Sr. System Support Specialist
March 2007 - June 2015 (8 years 4 months)
• I provided a high level of customer support resolving issues in a professional and timely manner through face to face and remote support. • My areas of support were software, hardware, plotter, scanner, printer, network and web issues. I was the final in-house tier for desktops, laptops, toughbooks, iPhones, Android, Blackberry and iPads.
• At some point I was the sole support of each floor of the City Hall including The Mayor's office, The Office of the City Manager, City Council, Finance, Public Works, Development, HR, Planning, Building and Safety, and Fire Prevention
• Outside of the City Hall I also supported the Public Utilities Department and the Library.
• As a part of a larger team I, at times, led and facilitated projects for OS migration from XP to Windows 7 and later to Windows 10, Hardware refreshes, hard and soft user migration and user relocation, software upgrades, vulnerability updates that complied with new security protocols, VPN support and troubleshooting.

Outsource Technical
Desktop Support Specialist

137
September 2006 - March 2007 (7 months)
Riverside, California, United States
Desktop support temp at the City of Riverside
Pomona Valley Hospital
Helpdesk and Desktop Support
December 2005 - September 2006 (10 months)
Daytime technical phone support. Nightime desktop support. Server maintenance.

Teletrac
Helpdesk
April 1997 - July 2005 (8 years 4 months)
National technical assistance representative. System Operator Education
Western Governors University
Bachelor's degree, Software Development · (July 2022 - July 2025) Fullerton College
Theatre/Theater · (April 1991 - January 1993)

138

AGENDA ITEM
9D.

Comments by Council Members on Items
of Interest to Sand City
139

AGENDA ITEM
9E.

Upcoming Meetings/Events
140