AGENDA
Meeting of the
Scotts Valley City Council
In-Person and Remote Access
Date: January 17, 2024
Time: 6:00 PM
CONTACT
INFORMATION
MEETING LOCATION POSTING
City of Scotts Valley
1 Civic Center Drive
Scotts Valley, CA 95066
(831) 440-5600
City Council Chambers
1 Civic Center Drive
Scotts Valley, CA 95066
OR
Zoom Video Conference
https://us02web.zoom.us/j/83295730901
Agenda posted on 01-12-
2023 at City Hall, SV
Senior Center, SV Public
Works Building, and on the
Internet
at: www.scottsvalley.gov
ELECTED OFFICIALS CITY STAFF MEMBERS
Randy Johnson, Mayor
Derek Timm, Vice Mayor
Jack Dilles, Council Member
Donna Lind, Council Member
Allan Timms, Council Member
Mali LaGoe, City Manager
Kirsten Powell, City Attorney
Cathie Simonovich, City Clerk
Taylor Bateman, Community Development
Director
Stephanie Hill, Administrative Services
Director
MEETING NOTICE AND AGENDA PACKET MATERIALS
Notice regarding City Council Meetings:
The City Council meets regularly on the 1st and 3rd Wednesday of each month at 6:00 PM in the City Hall Council Chambers located at 1 Civic Center Drive, Scotts Valley, CA 95066, and via Zoom Webinar remote access.
Agenda and Agenda Packet Materials:
The City Council agenda and the complete agenda packet are available for review by 5:00 PM the Friday before the Wednesday meeting on the Internet at the City’s website:
www.scottsvalley.gov and in the lobby of City Hall at 1 Civic Center Drive, Scotts Valley, CA.
Pursuant to Government Code §54957.5, materials related to an agenda item, submitted after distribution of the agenda packet, are available for public inspection in the lobby of City Hall during normal business hours, Monday-Friday, 8am-12 pm and 1-5 pm. In accordance with AB 1344, such documents will be posted on the City’s website at www.scottsvalley.gov.
Public Participation:
The meeting will be available on Zoom and livestreamed to the City of Scotts Valley’s
City Council Meeting Agenda Page 2
Date: January 17, 2024
YouTube channel: https://www.youtube.com/channel/UCLNTBScelB4wTfidYHrocWA For those wishing to participate via Zoom you can join the following ways:
Zoom Webinar meeting link: https://us02web.zoom.us/j/83295730901 Or dial one of these numbers: (669) 900-9128 or (669) 444-9171 Webinar ID: 832 9573 0901
Whether attendance is in-person or remote, you will be given opportunities to provide public comment at the appropriate times throughout the meeting. The time limit is up to 3 minutes for an individual, or 5 minutes for someone who is representing a group of three or more, at the discretion of the Mayor. Please note that this is not a question-and-answer time, but simply a time to provide comments to the Council. At the appropriate times during the meeting for public comment, on items not on the agenda, and on specific agenda items, the Mayor will announce that public comment will be accepted.
How to comment via in-person attendance:
Please proceed to the public comment podium when the Mayor opens the item for public comment.
How to comment via Zoom Webinar:
Use the webinar attendee option to “raise hand” when the Mayor opens the item for public comment. The Clerk will unmute you when it is your turn. If you have joined via Zoom phone call, dial *9 or your phone to “raise your hand”, and the Clerk will unmute you when it is your turn.
CALL TO ORDER 6:00 PM
PLEDGE OF ALLEGIANCE and MOMENT OF SILENCE
ROLL CALL
COMMITTEE REPORTS
Council members are appointed to committees which are either City committees or committees dealing with other jurisdictions. This portion of the agenda allows the committee member to present oral or written reports to the Council regarding their committee assignments. It also allows the Council to make comments and give the committee member direction, as required.
CITY MANAGER REPORT
PUBLIC COMMENT TIME
This is the opportunity for individuals attending in person to make oral comments to the Council on any items within the purview of the Council, which are NOT part of the Agenda. No action on the item may be taken, but the Council may request the matter be placed on a future
City Council Meeting Agenda Page 3
Date: January 17, 2024
agenda. Written public comment may be emailed to the City Clerk by 5:00 PM on the day of the meeting at [email protected].
ALTERATIONS TO CONSENT AGENDA
Council can remove or add items to the Consent Agenda.
CONSENT AGENDA
The Consent Agenda is comprised of items which are intended to be non-controversial and are approved without discussion. Persons wishing to speak on any item may request the item be moved to the Regular Agenda by raising their hand to be recognized by the Mayor. An item will only be moved from the Consent Agenda to the Regular Agenda if a City Council Member requests it to be moved and a majority of the Council agrees.
1. Approve City Council minutes of 12-20-2023 and City Council special meeting minutes of 12-22-2023
2. Approve check register dated 12-15-2023 through 12-21-2023, 12-22-2023 through 01-04-2024, and 01-05-2024 through 01-11-2024
3. Approve the 2024 Scotts Valley Interjurisdicational Committee, Commission, Board and Council appointments, Standing Committee and Liaison appointments and adopt resolutions establishing project specific subcommittees
4. Approve job classification and salary schedule for Retired Annuitant Extra Help
5. Approve the amended 2024 City Council Meeting Schedule
PUBLIC HEARINGS
1. Review Final Grantee Performance Report for Community Development Block Grant (CDBG) Contract 20-CDBG-CV2-3-00151
2. Consideration of a Mitigated Negative Declaration (EA22-002) and Land Division Application (LD22-001) to allow a nine-lot subdivision of a 5.71-acre site south of Sandraya Heights Road
ALTERATIONS TO REGULAR AGENDA
Council can remove or add items to the Regular Agenda.
REGULAR AGENDA
City Council Meeting Agenda Page 4
Date: January 17, 2024
Persons wishing to speak on any item may do so by raising their hand to be recognized by the Mayor.
1. Future Council Agenda Items
CONVENE TO CLOSED SESSION
CLOSED SESSION SUBJECT(S)
1. Conference with labor negotiator re employee negotiations with Service Employees International Union (SEIU), Mid-Management Group, Management Group, Scotts Valley Police Bargaining Unit and the Scotts Valley Police Supervisors Association.
Legal Authority: Government Code Section 54957.6
Staff Present: City Manager, City Attorney, Administrative Services Director, Negotiator
RECONVENE TO OPEN SESSION
REPORT ON ACTION TAKE DURING CLOSED SESSION
ADJOURNMENT
ADA NOTICE
The City of Scotts Valley does not discriminate against persons with disabilities. The City Council Chambers is an accessible facility. If you wish to attend a City Council meeting and require assistance such as sign language, a translator, or other special assistance or devices in order to attend and participate at the meeting, please call the City Clerk's office at (831) 440-5600 five to seven days in advance of the meeting to make arrangements for assistance. If you require the agenda of a City Council meeting be available in an alternative format consistent with a specific disability, please call the City Clerk’s Office. The California State Relay Service (TTY/VCO/HCO to Voice: English 1-800-735-2929, Spanish 1-800-855-3000; or, Voice to TTY/VCO/HCO:
English 1-800-735-2922, Spanish 1-800-855-3000), provides Telecommunications Devices for the Deaf and Disabled and will provide a link between the TDD caller and users of telephone equipment.
City Council Meeting Agenda Page 5
Date: January 17, 2024
PROCEDURAL INFORMATION FOR THE PUBLIC
THE FOLLOWING IS THE PROCEDURE COUNCIL SHOULD TAKE IN
APPROVAL OF A RESOLUTION:
1. Move the Resolution number for approval.
2. Second the motion.
3. Vote by body, a roll call vote is not required.
THE FOLLOWING IS THE PROCEDURE COUNCIL SHOULD TAKE IN
INTRODUCTION/ADOPTION OF AN ORDINANCE:
1. Move the Ordinance number for introduction (or adoption).
2. Move the Ordinance be introduced by title only and waive the reading of the text.
3. Read the Ordinance title.
4. Second the motion.
5. Vote by body, a roll call vote is not required.
THE FOLLOWING IS THE PROCEDURE COUNCIL SHOULD TAKE IN
PUBLIC COMMENT/PUBLIC HEARINGS:
Unless otherwise determined by the presiding officer of the meeting:
1. Three minutes allowed per individual to speak.
2. Five minutes allowed per individual representing a group of three or more. ❖❖❖❖❖❖❖❖
The City of Scotts Valley does not discriminate against persons with disabilities. The City Council Chambers is an accessible facility. If you wish to attend a City Council meeting and require assistance such as sign language, a translator, or other special assistance or devices in order to attend and participate at the meeting, please call the City Clerk's office at (831) 440-5602 five to seven days in advance of the meeting to make arrangements for assistance. If you require the agenda of a City Council meeting be available in an alternative format consistent with a specific disability, please call the City Clerk’s Office. The California State Relay Service (TTY/VCO/HCO to Voice: English 1-800-735-2929, Spanish 1-800-855-3000; Voice to TTY/VCO/HCO: English 1- 800-735-2922, Spanish 1-800-855-3000; or, from or to Speech-to-Speech, English & Spanish 1- 800-854-7787), provides Telecommunications Devices for the Deaf and Disabled and will provide a link between the TDD caller and users of telephone equipment.
CALL TO ORDER 6:00 PM
PLEDGE OF ALLEGIANCE and MOMENT OF SILENCE
ROLL CALL
CITY STAFF MEMBERS PRESENT:
Mali LaGoe, City Manager
Kirsten Powell, City Attorney
Steve Walpole, Police Chief
Stephanie Hill, Administrative Services Director
Taylor Bateman, Community Development
Director
Bret Swain, Public Works Director
Cathie Simonovich, City Clerk
ELECTED OFFICIALS
PRESENT:
Jack Dilles, Mayor
Randy Johnson, Vice Mayor
Donna Lind, Council Member
Derek Timm, Council Member
Allan Timms, Council Member
SPECIAL SET MATTER
MINUTES
Meeting of the
Scotts Valley City Council
Date: December 20, 2023
Time: 6:00 PM
CONTACT
INFORMATION
MEETING LOCATION POSTING
City of Scotts Valley City Council Chambers The agenda was posted 1 Civic Center Drive 1 Civic Center Drive on 12-15-2023 at City Scotts Valley, CA Scotts Valley, CA 95066 Hall, SV Senior Center, 95066 OR SV Public Works
(831) 440-5600 Zoom Video Conference Building, and on the https://us02web.zoom.us/j/83295730901 Internet
at www.scottsvalley.gov.
The City Council meeting was called to order at 6:00 PM.
1. Nomination of Mayor
City Council Meeting Minutes
Date: December 20, 2023
COMMITTEE REPORTS
CITY MANAGER REPORT
City Manager LaGoe called for nominations for Mayor.
Council Member Timm nominated Council Member Johnson.
Carried 5/0 (AYES: Dilles, Johnson, Lind, Timm, Timms)
2. Nomination of Vice Mayor
Mayor Johnson called for nominations for Vice Mayor.
Council Member Timms nominated Council Member Timm.
Carried 5/0 (AYES: Dilles, Johnson, Lind, Timm, Timms)
CM Lind attended a meeting of the Santa Cruz Metropolitan Transit District (METRO) Board of Directors. METRO is implementing a major bus service improvement starting tomorrow as part of their Reimagine METRO campaign. This includes two weeks of free fares and changes to the fares and pass options. METRO has successfully received grants and rebates for a total amount of $148.5 million.
CM Lind attended a meeting of the Criminal Justice Council where they approved the third-year behavioral health report. This report will be published on the Criminal Justice website.
CM Timms attended an extended meeting of the Area Agency on Aging Advisory Board and the Seniors Council. This was a meeting of the full Board and the full Council.
CM Timm, as an appointee to the Visit Santa Cruz Site Selection Committee, attended a meeting where they discussed potential sites.
CM Dilles attended a meeting of the Economic Development Subcommittee along with CM Timms, and they discussed the continued outreach to local businesses.
CM Dilles attended the Golden Eagle Event where the Golden Eagle award was given to Katelyn Taylor for achieving both the Eagle Scout award and Girl Scout Gold award.
CM Dilles met with the Executive Director of Housing Santa Cruz County, Elaine Johnson.
Mayor Johnson attended a meeting of the Regional Transportation Committee which was held in the Scotts Valley City Council Chambers, and he reported that Scotts Valley was awarded grants in the amount of $500,000 for Scotts Valley Drive and $500,000 for Mt. Hermon Road.
City Council Meeting Minutes
Date: December 20, 2023
PUBLIC COMMENT TIME
ALTERATIONS TO CONSENT AGENDA
City Office Closure: City Hall and City Offices will be closed the week of 12/25 and will reopen on 1/2.
Skypark Playground Construction: The Tot Lot installation of new equipment is moving forward, but with some delays due to weather.
Public Works Crews: A huge shout-out to our Public Works crews for keeping the streets and storm drains clear during the recent storms.
Updates from National Weather Service: Representatives from the Police Department, Public Works and the City Manager all participate on regional calls with the National Weather Service to keep updated on the storms and to coordinate the regional response. City Manager LaGoe thanked the County for organizing this important collaboration.
Green Hills Road Repairs: The repairs are moving forward but are also delayed due to weather. Residents and other users of the road should be aware that it will take more time to travel the road due to one-way traffic controls.
Road Striping: New safety striping has been completed in the last couple of weeks throughout the City.
January Council Meeting Schedule: There will not be a regular City Council meeting the first week of January, so the next meeting will be on 1/17.
Fatima Alloo, a resident of Scotts Valley, spoke in support of a resolution for a ceasefire for the Israel-Hamas war. Ms. Alloo's husband also spoke in support of a cease-fire resolution.
Elana, a resident of Scotts Valley, requested clarification on what powers the Council has in regard to adopting a cease-fire resolution.
Mayor Johnson spoke regarding what is in the Council's jurisdiction.
The Council Members thanked outgoing Mayor Dilles for his leadership and for the work he did as Mayor in 2023.
Outgoing Mayor Dilles thanked the Council for their support this past year, and he also thanked the staff for their hard work.
City Council Meeting Minutes
Date: December 20, 2023
CONSENT AGENDA
PUBLIC HEARING
M/S: Timms/Lind
To approve the Consent Agenda with no alterations.
Carried 5/0 (AYES: Johnson, Timm, Dilles, Lind, Timms)
1. Approve City Council minutes of 12-06-2023
2. Approve check registers dated 11-28-2023 through 12-07-2023 and 12-8- 2023 through 12-14-23
3. Approve Resolution Accepting the FY 2022-23 Annual and 5-Year AB 1600 Development Impact Fee Report
4. Local Agency Special Tax and Bond Accountability Act for Fiscal Year 2022- 23 - CFD 97-1
5. Appointment to Parks and Recreation Commission
1. Adoption of the Housing Element of the City of Scotts Valley 2023-2031 Housing Element
Community Development Director Bateman introduced Ines Galmiche and Bill Wiseman from Kimley-Horn, and also introduced Sarah Wikle the Senior Planner for the City. Mr. Wiseman attended in-person and Ms. Galmiche presented virtually. The consultants and the staff members responded to questions from the Council.
Mayor Johnson opened the public hearing at 6:59 PM.
Mark Robson from Robson Homes, the development company for the Valley Gardens project, spoke in support of adopting the housing element.
Alberto Lustre, a representative from the Carpenters Union Local 505, spoke in favor of adopting language in the housing element which addresses utilizing local skilled labor.
Ryan Meckel, from Santa Cruz Yes In My Back Yard (YIMBY), expressed his opinion that the housing element does not substantially comply with state law.
Mayor Johnson closed the public hearing at 7:08 PM.
Written public comments (attached) were received from Evan Siroky, Paul Machlis, and Ryan Meckel.
M/S: Dilles/Timms
To adopt Resolution No. 1119.35 adopting a General Plan amendment to repeal
City Council Meeting Minutes
Date: December 20, 2023
ALTERATIONS TO REGULAR AGENDA
REGULAR AGENDA
CLOSED SESSION SUBJECT(S)
RECONVENE TO OPEN SESSION
REPORT ON ACTION TAKE DURING CLOSED SESSION
ADJOURNMENT
the 2015-2023 Housing Element and adopt the 2023-2031 Housing Element, as amended by the HCD Letter memo, and adopting findings that the project is exempt from the California Environmental Quality Act (CEQA), in compliance with State Housing Element law.
Carried 5/0 (AYES: Johnson, Timm, Dilles, Lind, Timms)
M/S: Dilles/Timm
To approve the Regular Agenda with no alterations.
Carried 5/0 (AYES: Johnson, Timm, Dilles, Lind, Timms)
1. Future Council Agenda Items
None.
The City Council convened to closed session at 7:30 PM to discuss the item below.
1. Conference with legal counsel regarding liability claim Legal Authority: Government Code Section 54956.9
Name of Case : Dudrick Claim
Staff Present: City Manager, City Attorney
The City Council reconvened to open session at 7:40 PM.
City Attorney Powell reported that the Council voted unanimously to deny the claim made by Ms. Dudrick.
The meeting adjourned at 7:41 PM.
Approved: ________________________
Randy Johnson, Mayor
Attest:_________________________
Cathie Simonovich, City Clerk
CONVENE TO CLOSED SESSION
CALL TO ORDER 9:00 AM
PLEDGE OF ALLEGIANCE and MOMENT OF SILENCE
ROLL CALL
CITY STAFF MEMBERS PRESENT:
Mali LaGoe, City Manager
Kirsten Powell, City Attorney
Cathie Simonovich, City Clerk
ELECTED OFFICIALS
PRESENT:
Randy Johnson, Mayor
Derek Timm, Vice Mayor
Jack Dilles, Council Member
Donna Lind, Council Member
Allan Timms, Council Member
PUBLIC COMMENT TIME
ALTERATIONS TO REGULAR AGENDA
MINUTES
Special Meeting of the
Scotts Valley City Council
Date: December 22, 2023
Time: 9:00 AM
CONTACT
INFORMATION
MEETING LOCATION POSTING
City of Scotts Valley City Council Chambers The agenda was posted 1 Civic Center Drive 1 Civic Center Drive on 12-21-2023 at City Scotts Valley, CA Scotts Valley, CA 95066 Hall, SV Senior Center, 95066 OR SV Public Works
(831) 440-5600 Zoom Video Conference Building, and on the https://us02web.zoom.us/j/83295730901 Internet
at www.scottsvalley.gov.
The City Council special meeting was called to order at 9:01 AM.
None.
REGULAR AGENDA
ADJOURNMENT
City Council Meeting Minutes Page 2
Date: December 22, 2023
M/S: Timm/Lind
To approve the Regular Agenda with no alterations.
Carried 5/0 (AYES: Johnson, Timm, Dilles, Lind, Timms)
1. Scotts Valley Little League Donation and Award Contract for Installation of Turf at Baseball Field
City Manager LaGoe presented this item and responded to questions from the Council.
Public Comment was received from Eric Schottgen, a representative from Scotts Valley Little League. Mr. Schottgen thanked the Council and staff for the time and effort spent on making this project happen.
The Council Members thanked the members of the Little League for the generous donation and thanked the staff for their work on this project.
M/S: Timm/Lind
To authorize the City Manager to award and execute an agreement with K&D Landscaping, Inc. in a form acceptable to the City Attorney after the expiration of the protest period and lack of protests and conditioned upon receipt of donated funds from Little League; and accept the donation from Little League for the infield artificial turf project and authorize the City Manager to sign the Donation Agreement between the City and Little League.
Carried 5/0 (AYES: Johnson, Timm, Dilles, Lind, Timms)
The meeting adjourned at 9:15 AM.
Attest:
Cathie Simonovich, City Clerk
Approved:
Randy Johnson, Mayor
apadatecr2 City of Scotts Valley along 12/21/2023 12:55 Page 1 A/P Check Register Checks from 12/15/2023 to 12/21/2023
Check Check Vendor Name Net Check Check CheckNumber Date Amount Status Type Cash Account: 999-10100-000-000-000000
130766 12/21/23 ACCO ENGINEERED SYSTEMS 1,131.16 O Regular 130767 12/21/23 ACE PORTABLE SERVICES 190.00 O Regular130768 12/21/23 ALLISON PFEFFERKORN 15.99 O Regular130769 12/21/23 ALVAREZ IND INC CLEAN BLDG 540.00 O Regular130770 12/21/23 AMAZON CAPITAL SERVICES 87.79 O Regular130771 12/21/23 APPI 520.57 O Regular130772 12/21/23 AT&T 118.52 O Regular130773 12/21/23 AT&T 284.97 O Regular130774 12/21/23 AT&T MOBILITY 1,226.18 O Regular130775 12/21/23 BENJAMIN NOBLE 907.50 O Regular130776 12/21/23 BOWMAN & WILLIAMS 12,888.82 O Regular130777 12/21/23 BRASS KEY LOCKSMITH 1,089.43 O Regular130778 12/21/23 BRIGHTVIEW LANDSCAPE 4,166.50 O Regular130779 12/21/23 CA DEPT OF TRANSPORTATION 2,898.96 O Regular130780 12/21/23 CHRIS GALLI 138.00 O Regular130781 12/21/23 COMCAST 364.52 O Regular130782 12/21/23 COMCAST 1,050.55 O Regular130783 12/21/23 COMMUNITY PRINTERS INC. 6,174.69 O Regular130784 12/21/23 COMMUNITY TREE SERVICE, INC. 8,875.00 O Regular130785 12/21/23 COUNTY OF SANTA CRUZ 390.00 O Regular130786 12/21/23 CRYSTAL SPRINGS WATER CO 26.25 O Regular130787 12/21/23 CSG CONSULTANTS, INC 5,751.00 O Regular130788 12/21/23 ENVIRONMENTAL INNOVATIONS 7,895.72 O Regular130789 12/21/23 FORREST BROWN 138.00 O Regular130790 12/21/23 GOOD CITY COMPANY 5,642.50 O Regular130791 12/21/23 GRAINGER 1,114.95 O Regular130792 12/21/23 HERWIT ENGINEERING 1,700.00 O Regular130793 12/21/23 HILL & SMITH INC. 143.61 O Regular130794 12/21/23 INTERWEST CONSULTING GROUP 3,230.00 O Regular130795 12/21/23 K & D LANDSCAPING, INC. 3,820.00 O Regular130796 12/21/23 LOGAN & POWELL, LLP 16,484.58 O Regular130797 12/21/23 MAR-KEN INTERNATIONAL POLICE 260.00 O Regular130798 12/21/23 MEREDITH ROBERTS 1,656.00 O Regular130799 12/21/23 METROPOLITAN TRANSPORTATION 2,000.00 O Regular130800 12/21/23 MONTEREY PENINSULA ENGINEERING 3,267.05 O Regular130801 12/21/23 NICHOLAS STOEBERL 85.00 O Regular130802 12/21/23 PACIFIC GAS & ELECTRIC CO 255.32 O Regular130803 12/21/23 PALACE BUSINESS SOLUTIONS 1,329.65 O Regular130804 12/21/23 REGIONAL GOVERNMENT SERVICES 316.90 O Regular130805 12/21/23 ROSS RECREATION EQUIPMENT INC. 531.14 O Regular130806 12/21/23 S.V. WATER DISTRICT 6,893.95 O Regular130807 12/21/23 SANTA CRUZ CO ENVIRONMENTAL 393.00 O Regular130808 12/21/23 SCOTTS VALLEY SPRINKLER 17.55 O Regular130809 12/21/23 SECURITY SHORING & 234.00 O Regular
apadatecr2 City of Scotts Valley along 12/21/2023 12:55 Page 2 A/P Check Register Checks from 12/15/2023 to 12/21/2023
Check Check Vendor Name Net Check Check CheckNumber Date Amount Status Type130810 12/21/23 SOIL CONTROL LAB 408.00 O Regular130811 12/21/23 STATE ELECTRIC GENERATOR 1,432.91 O Regular130812 12/21/23 STEVE WALPOLE 690.00 O Regular130813 12/21/23 SUMMIT UNIFORMS 39.39 O Regular130814 12/21/23 THE PIED PIPER INC. 237.00 O Regular130815 12/21/23 TRIAD ELECTRIC 375.00 O Regular130816 12/21/23 U.S. BANCORP OFFICE 1,300.62 O Regular130817 12/21/23 U.S. BANK CORPORATE 16,987.87 O Regular130818 12/21/23 VU LE DDS 310.52 O Regular130819 12/21/23 WAGE WORKS 246.82 O Regularapadatecr2 City of Scotts Valley along 12/21/2023 12:55 Page 2 A/P Check Register Checks from 12/15/2023 to 12/21/2023
54 Checks total: 128,273.45
0 ACH total:0 EFTPS total:0 Wire transfer total:0 Payment Manager total:
54 GRAND TOTALS 128,273.45
apadatecr2 City of Scotts Valley along 01/05/2024 09:46 Page 1 A/P Check Register Checks from 12/22/2023 to 01/04/2024
Check Check Vendor Name Net Check Check CheckNumber Date Amount Status Type Cash Account: 999-10100-000-000-000000
130820 01/04/24 ACE PORTABLE SERVICES 1,500.48 O Regular 130821 01/04/24 AGILE OCCUPATIONAL MEDICINE 200.00 O Regular130822 01/04/24 AMANDA LONG 835.20 O Regular130823 01/04/24 AT&T 31.43 O Regular130824 01/04/24 BPS TACTICAL, INC. 630.11 O Regular130825 01/04/24 CATHIE SIMONOVICH 234.37 O Regular130826 01/04/24 COMCAST 293.66 O Regular130827 01/04/24 CRITICAL REACH, INC. 325.00 O Regular130828 01/04/24 CSG CONSULTANTS, INC 24,343.00 O Regular130829 01/04/24 CUMMING MANGEMENT GROUP, INC 2,012.50 O Regular130830 01/04/24 DYNAMIC PRESS 110.85 O Regular130831 01/04/24 ECOLOGICAL CONCERNS 7,257.50 O Regular130832 01/04/24 ENTERPRISE FM TRUST 12,074.15 O Regular130833 01/04/24 ENVIRONMENTAL INNOVATIONS 10,949.29 O Regular130834 01/04/24 Foster & Foster Inc, 13,400.00 O Regular130835 01/04/24 GRAINGER 515.63 O Regular130836 01/04/24 HERWIT ENGINEERING 30,865.00 O Regular130837 01/04/24 INTERSTATE SALES 378.62 O Regular130838 01/04/24 JAYSON RUTHERFORD 3,088.85 O Regular130839 01/04/24 K & D LANDSCAPING, INC. 2,498.39 O Regular130840 01/04/24 KIMLEY-HORN & ASSOCIATES INC 28,538.33 O Regular130841 01/04/24 LIEBERT CASSIDY WHITMORE 6,654.50 O Regular130842 01/04/24 MAR-KEN INTERNATIONAL POLICE 190.00 O Regular130843 01/04/24 MESITI-MILLER ENGINEERING 2,224.00 O Regular130844 01/04/24 NAPA AUTO PARTS 21.39 O Regular130845 01/04/24 NBS GOVERNMENT FINANCE GROUP 1,856.10 O Regular130846 01/04/24 NICHOLS CONSULTING 10,450.00 O Regular130847 01/04/24 NOREEN YOSHIDA DDS 168.00 O Regular130848 01/04/24 REED K KURATOMI DDS 307.30 O Regular130849 01/04/24 REGIONAL GOVERNMENT SERVICES 5,185.50 O Regular130850 01/04/24 SAN JOSE BMW VESPA 699.10 O Regular130851 01/04/24 SANTA CRUZ CHILDRENS DENTAL 518.40 O Regular130852 01/04/24 SANTA CRUZ FIRE EQUIPMENT 319.93 O Regular130853 01/04/24 SANTA CRUZ SENTINEL 200.00 O Regular130854 01/04/24 SCOTTS VALLEY SPRINKLER 82.19 O Regular130855 01/04/24 SHAPE INC. 32,985.36 O Regular130856 01/04/24 THE PIED PIPER INC. 2,761.00 O Regular130857 01/04/24 TIRECHOICE AUTO SERVICE CENTER 1,656.79 O Regular130858 01/04/24 UNITED RENTALS 1,261.90 O Regular130859 01/04/24 VIRTUAL PROJECT MANAGER 1,000.00 O Regular130860 01/04/24 WAGE WORKS 165.00 O Regular130861 01/04/24 WATSONVILLE DIESEL 200.00 O Regular 130862 01/04/24 Willscot Mobile Mini 650,000.00 R Wire Transfer130863 01/04/24 WILLIAM C. KEMPF, ARCHITECT 14,590.00 O Regular
apadatecr2 City of Scotts Valley along 01/05/2024 09:46 Page 2 A/P Check Register Checks from 12/22/2023 to 01/04/2024
43 Checks total: 223,578.82
0 ACH total:0 EFTPS total:1 Wire transfer total: 650,000.000 Payment Manager total:
44 GRAND TOTALS 873,578.82
apadatecr2 City of Scotts Valley along 01/11/2024 11:50 Page 1 A/P Check Register Checks from 01/05/2024 to 01/11/2024
Check Check Vendor Name Net Check Check CheckNumber Date Amount Status Type Cash Account: 999-10100-000-000-000000
130864 01/11/24 ACC BUSINESS 598.66 O Regular
130865 01/11/24 ACS 95.00 O Regular130866 01/11/24 AFLAC-FLEX ONE 639.54 O Regular130867 01/11/24 AMAZON CAPITAL SERVICES 642.05 O Regular130868 01/11/24 AT&T 1,259.27 O Regular130869 01/11/24 BAKER TILLY US, LLP 18,677.50 O Regular130870 01/11/24 BAY TREE, LLC 3,620.38 O Regular130871 01/11/24 BOWMAN & WILLIAMS 2,668.00 O Regular130872 01/11/24 BRASS KEY LOCKSMITH 4.93 O Regular130873 01/11/24 BRIGHTVIEW LANDSCAPE 4,166.50 O Regular130874 01/11/24 CENTRAL HOME SUPPLY 121.68 O Regular130875 01/11/24 COMCAST 373.92 O Regular130876 01/11/24 CWEA 221.00 O Regular130877 01/11/24 DUNCAN AUTO TECH 3,055.65 O Regular130878 01/11/24 FEDERAL EXPRESS 95.34 O Regular130879 01/11/24 HDL COREN & CONE 2,433.20 O Regular130880 01/11/24 INTERGRITY AUTOMOTIVE 195.00 O Regular130881 01/11/24 INTERNATIONAL BUSINESS INFO. 1,639.09 O Regular130882 01/11/24 J. JOHSON & COMPANY INC. 124,373.00 O Regular130883 01/11/24 KJRB 2,634.00 O Regular130884 01/11/24 L & M FIRE PROTECTION 850.00 O Regular130885 01/11/24 LINCOLN FINANCIAL GROUP 1,375.87 O Regular130886 01/11/24 MARK EBRAHIMIAN DDS 56.00 O Regular130887 01/11/24 MARKLEYS GUN SHOP 600.00 O Regular130888 01/11/24 MBASIA 768,514.50 O Regular130889 01/11/24 MID VALLEY SUPPLY 566.12 O Regular130890 01/11/24 MISSION UNIFORM SERVICE 1,314.40 O Regular130891 01/11/24 NBS GOVERNMENT FINANCE GROUP 3,133.40 O Regular130892 01/11/24 NORTH CENTRAL LABORATORIES 1,101.72 O Regular130893 01/11/24 PACIFIC GAS & ELECTRIC CO 43,112.99 O Regular130894 01/11/24 PALACE BUSINESS SOLUTIONS 730.40 O Regular130895 01/11/24 PHILLIP D NEUMAN 6,174.00 O Regular130896 01/11/24 PITNEY BOWES INC 227.71 O Regular130897 01/11/24 PRODESSE PROPERTY GROUP 3,200.48 O Regular130898 01/11/24 SAN LORENZO VALLEY WATER DISTR 45.01 O Regular130899 01/11/24 SCARBOROUGH LUMBER 2,299.92 O Regular130900 01/11/24 SCOTTS VALLEY CAR WASH 104.91 O Regular130901 01/11/24 SECURITY SHORING & 234.00 O Regular130902 01/11/24 SOIL CONTROL LAB 408.00 O Regular130903 01/11/24 SWEDBERG ELECTRIC INC. 1,250.24 O Regular130904 01/11/24 TELECOMMUNICATIONS 6,666.24 O Regular130905 01/11/24 THE PIED PIPER INC. 66.50 O Regular130906 01/11/24 THOMSON REUTERS-WEST 943.90 O Regular130907 01/11/24 TIRECHOICE AUTO SERVICE CENTER 200.25 O Regular
apadatecr2 City of Scotts Valley along 01/11/2024 11:50 Page 2 A/P Check Register Checks from 01/05/2024 to 01/11/2024
Check Check Vendor Name Net Check Check CheckNumber Date Amount Status Type130908 01/11/24 VERIZON WIRELESS 177.97 O Regular130909 01/11/24 VISION SERVICE PLAN 1,077.30 O Regular130910 01/11/24 WAGE WORKS 28.92 O Regular130911 01/11/24 WATSONVILLE DIESEL 400.00 O Regular130912 01/11/24 WECO INDUSTRIES INC. 3,878.56 O Regular130913 01/11/24 WEX BANK 7,752.19 O Regularapadatecr2 City of Scotts Valley along 01/11/2024 11:50 Page 2 A/P Check Register Checks from 01/05/2024 to 01/11/2024
50 Checks total: 1,024,005.21
0 ACH total:0 EFTPS total:0 Wire transfer total:0 Payment Manager total:
50 GRAND TOTALS 1,024,005.21
AGENDA ITEM 3.
DATE: 1/17/2024
City of Scotts Valley
CITY COUNCIL STAFF REPORT
DATE: 1/17/2024
TO: Honorable Mayor and City Council
FROM: Mali LaGoe, City Manager
APPROVED: Mali LaGoe, City Manager
SUBJECT: Approve the 2024 Scotts Valley Interjurisdicational Committee, Commission, Board and Council appointments, Standing Committee and Liaison appointments and adopt resolutions establishing project specific subcommittees
SUMMARY OF ISSUE
Each year, the newly appointed Mayor nominates individual Council Members to serve on Interjurisdictional Committees, Commissions, Boards and Councils and Standing Local Committees. As a reminder, standing local committees are publicly noticed committee meetings that fall under the Brown Act (open government laws) and are open to the public.
The 2024 Council Member Committee/Subcommittee appointments as proposed by Mayor Johnson are attached for your information. The list includes two Designated Liaison assignments to clarify communication and coordination roles between the City and the California League of Cities and the Scotts Valley Chamber of Commerce. The list also includes representatives assigned by the Santa Cruz County City Selection Committee where Scotts Valley is represented by a member of another City due to shared or rotating representation assignments.
The Scotts Valley General Plan Advisory Committee (GPAC) has been removed from the Standing City Council Committees list as the GPAC has completed its work and the General Plan was adopted by the City Council on November 29, 2023. Resolution Number 1930.2 Dissolution of the General Plan Advisory Committee (GPAC) is attached.
To compliment the City Council’s consideration of appointments to interjurisdictional committees and standing local committees, staff recommends that the City Council establish and appoint Council Members to two temporary, project specific Council subcommittees: the (1) FY 24/25 Budget Subcommittee; (2) Town Center Planning Subcommittee.
The attached resolutions, summarized below, clarify the two temporary, project specific Council subcommittees’ purpose, duration, and Council representation.
PROJECT SPECIFIC COUNCIL FY 24/25 BUDGET SUBCOMMITTEE
• Term: The Council FY 24/25 Budget Subcommittee shall be effective January 18, 2024
through January 15, 2025.
• Representation: The Council FY 24/25 Budget Subcommittee is recommended to be comprised of Mayor Johnson and Vice Mayor Timm
• Purpose: The purpose of the Council FY 24/25 Budget Subcommittee is to monitor the City’s ongoing economic situation and make recommendations for the FY 2024/25 City Budget, revenue enhancements and ongoing refinement of the City’s Fiscal Sustainability Plan.
PROJECT SPECIFIC COUNCIL TOWN CENTER PLANNING SUBCOMMITTEE • Term: The Town Center Planning Subcommittee will be effective January 18, 2024 through January 15, 2025.
• Representation: The Town Center Planning Subcommittee is recommended to be comprised of Mayor Johnson and Vice Mayor Timm.
• Purpose: The purpose of the Town Center Planning Subcommittee is to oversee the update to the Town Center Specific Plan, and identify and explore temporary uses for City Council consideration and action.
The City Manager and pertinent staff will work directly with all subcommittees to prepare information and craft recommendations for Council consideration.
FISCAL IMPACT
There is no fiscal impact associated with this action.
STAFF RECOMMENDATION
It is recommended that the Council (1) approve Mayor Johnson's proposed 2024 Interjurisdictional Committee, Commission, Board and Council appointments, Standing Committee and Liaison appointments; (2) adopt the attached two resolutions establishing the following temporary project specific subcommittees; and (3) adopt the resolution dissolving the General Plan Advisory Committee (GPAC) standing committee:
Resolution No. 1959.13, Council FY 24/25 Budget Subcommittee Resolution No. 1960.5, Town Center Planning Subcommittee Resolution No. 1930.2 Dissolution of the General Plan Advisory Committee (GPAC)
TABLE OF CONTENTS
1. Interjurisdictional Committee Meeting Assignments - Updated 1-17-2024 v2
2. Res1959.13.BudgetSubcommittee.01-17-2024
3. Res1960.5.TownCenterPlanningSubcommittee.01-17-2024
4. Res1930.2.DissolutionOfGPAC1.17.24
Updated 1-17-2024
2024 SCOTTS VALLEY COMMITTEE, COMMISSION and BOARD APPOINTMENTS
INTERJURISDICTIONAL COMMITTEES/BOARDS/COUNCILS
COMMITTEE REPRESENTATIVE/
ALTERNATE
MEETING DAYS MEETING
TIME
MEETING
LOCATION
Association of Monterey Bay Area Governments
Board of Directors
http://www.ambag.org/
R: D. Timm
A: Dilles
2nd Wednesday 6:00 pm Monterey
Arts Council of Santa Cruz County Board of
Directors
http://www.artscouncilsc.org/
R: A. Timms Quarterly Tannery Arts
Center
City Selection Committee R: Mayor
A: Vice Mayor
2nd Wednesday
Bi-Monthly
Varies Varies
City/School District Joint Committee R: Dilles and D. Timm As needed Varies Alternates: City / School District
Criminal Justice Council
*CM Lind also serves on the Executive Committee
https://santacruzcjc.org/
R: Lind
A: A. Timms
4th Thursday
Quarterly
3:00 - 5:00 pm Varies
Hazardous Materials Advisory Commission
http://www.co.santacruz.ca.us/Government/Commissions,CommitteesA dvisoryBodies/HazardousMaterialsAdvisoryCommis
sion-Contact.aspx
R: Vacant 4th Wednesday
Bi-monthly
9:30 am Capitola
Housing for Health Partnership Policy Board
https://homelessactionpartnership.org/About/Housin
gforHealthPartnershipPolicyBoard.aspx
R: City Manager 3rd Wednesday
Bi-monthly
3:00pm Capitola
Interagency Advisory Task Force Subcommittee
(Water, School, Fire, City)
R: Mayor and Vice
Mayor
N/A N/A N/A
INTERJURISDICTIONAL COMMITTEES/BOARDS/COUNCILS
Library Advisory Commission
https://www.santacruzpl.org/library_boards/LAC/
R: Pamela Woll Monthly Mondays 6:30
pm
Varies
COMMITTEE REPRESENTATIVE/
ALTERNATE
MEETING DAYS MEETING
TIME
MEETING
LOCATION
Library Facilities Financing Authority
https://www.santacruzpl.org/library_boards/LFFA/
Library Joint Powers Authority Board
https://www.santacruzpl.org/library_boards/LJPB/
R: City Manager
A: Administrative
Services Director
Quarterly Thursdays 9:00 -
11:30 am
Varies
Library Financing Authority R: Dilles and Johnson January / July Santa Cruz Santa Cruz County Integrated Waste Management
Local Task Force
http://dpw.co.santacruz.us/Home/RecyclingSolidWaste/Recycling/Loca lTaskForce.aspx
R: A. Timms or Public
Works Director
1st Thursday
Mar / Sep / Dec
3:00 - 5:00 pm Santa Cruz
Santa Cruz County Regional Transportation
Commission (RTC)
http://sccrtc.org/meetings/commission/agendas/
R: Johnson
A: Dilles
1st & 3rd Thursdays
Monthly
9:00 am Location varies
Santa Cruz County Youth Action Network
Jurisdictional Representatives Team
http://www.sccyan.org/
R: A. Timms As Needed Varies Varies
Santa Cruz METRO
https://www.scmtd.com/en/agencyinfo/board/board-meeting-schedule R: Lind 4th Friday
Monthly
9:00 am Location varies
Santa Margarita Groundwater Agency Joint Powers
Authority
http://smgwa.org/meetings/
R: Dilles
A: A. Timms
4th Thursday
Jan / Mar / May / Oct
6:00 – 8:00 pm Santa Margarita
Community
Room
Seniors Advisory Council
http://www.seniorscouncil.org/
R: A. Timms 3rd Wednesday
Monthly
10:00 am - Noon Aptos,
Watsonville, or
San Benito
County.
Updated 1-17-2024
STANDING CITY COUNCIL COMMITTEES
COMMITTEE MEMBERS MEETING
DATE
Traffic Safety Committee
The purpose of the Traffic Safety Subcommittee is to review and analyze traffic safety issues and concerns raised by residents, and if necessary make recommendations to the City Council.
Lind and Johnson As needed
Economic Development Committee
The purpose of the Economic Development Committee is to provide guidance on matters specifically related to business attraction, retention, and expansion, and commercial development within the City. The Committee’s recommendations are subject to confirmation by the City Council.
Dilles and A. Timms As needed
Affordable Housing Committee
The purpose of the Affordable Housing Committee is to discuss the City’s terms and requirements for affordable housing per the Scotts Valley Municipal Code (SVMC) Section 14.01.030 as it relates to new residential development. The Committee’s recommended terms are subject to confirmation by the City Council. In accordance with Resolution No. 1940, adopted 2-21-2018, in addition to those duties outlined in SVMC Title 14, the Scotts Valley Affordable Housing Subcommittee shall: (1) Provide a recommendation on the expansion of the affordable housing requirements City wide; (2) Formulate and recommend amendments to Title 14 to ensure the City is implementing best practices; and, (3) Research and make recommendations on alternative ways to make housing more affordable in Scotts Valley.
Dilles and D. Timm As needed
PROJECT SPECIFIC CITY COUNCIL SUBCOMMITTEES
Limited Duration – One Year (updated 1-17-2024)
SUBCOMMITTEES MEMBERS MEETING
DATE
Town Center Planning Subcommittee
Established by Resolution No. 1960.5, Adopted 1-17-2024 and effective through 1-15-2025 The purpose of the Town Center Planning Subcommittee is to oversee the update to the Town Center Specific Plan and to identify and explore temporary uses for City Council consideration and action.
Johnson and D.
Timm
As needed
FY 24/25 Budget Subcommittee
Resolution No. 1959.13, Adopted 1-17-2024 and effective through 1-15-2025 The purpose of the Council FY 24/25 Budget Subcommittee is to monitor the City’s ongoing economic situation and make recommendations for the FY 2024/25 City Budget, revenue enhancements and ongoing refinement of the City’s Fiscal Sustainability Plan.
Mayor and Vice
Mayor
As needed
DESIGNATED CITY LIAISONS
For communication and coordination purposes only.
ORGANIZATION DESIGNATED LIAISON
League of California Cities
http://www.cacities.org/
Mayor
Alternate: Vice Mayor
Scotts Valley Chamber of Commerce
https://scottsvalleychamber.com/
D. Timm
Updated 1-17-2024
CITY SELECTION COMMITTEE APPOINTMENTS
The following are appointed by the Santa Cruz City Selection Committee, not the City Council.
BOARD/COMMISSION REPRESENTATIVES MEETING
INFO
Central Coast Community Energy Policy Board
Central Coast Community Energy Operations Board
(Appointed by the City Selection Committee 1/6/2023)
https://3cenergy.org/about-us/leadership/
Capitola Councilmember
Yvette Brooks and
Capitola City Manager
Jamie Goldstein
https://3cener
gy.org/news/e
vents/
Santa Cruz County Consolidated Oversight Board
(Appointed by the City Selection Committee 1/28/22 – Open Ended) https://www.co.santacruz.ca.us/Departments/RedevelopmentSuccessorAgency(RSA)/ConsolidatedOversightBoard.as px
Dilles As Needed
Santa Cruz County Local Agency Formation Commission (LAFCO) (Appointed by the City Selection Committee 1/6/23)
http://www.santacruzlafco.org/
A. Timms 1st Wednesday
Monthly 10 am
- Noon
Visit Santa Cruz County (VSCC) Board of Directors Representative - Scotts Valley and Capitola (Appointed by City Selection Committee per VSCC Bylaws) https://www.santacruz.org/partners/board-meeting-agendas D. Timm
RESOLUTION NO. 1959.13
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF SCOTTS VALLEY ESTABLISHING A TEMPORARY
PROJECT SPECIFIC COUNCIL FY 24/25 BUDGET SUBCOMMITTEE
WHEREAS, the City Council may establish project specific Council subcommittees to address an explicit purpose or need; and
WHEREAS, project specific Council subcommittees are of a limited duration and should be active for no more than one year; and
WHEREAS, the Council desires to establish a project specific Council FY 24/25 Budget Subcommittee effective January 18, 2024 through January 15, 2025; and WHEREAS, the Council FY 24/25 Budget Subcommittee will be comprised of Mayor Johnson and Vice Mayor Timm; and
WHEREAS, the purpose of the Council FY 24/25 Budget Subcommittee is to monitor the City’s ongoing economic condition and make recommendations for the FY 2024/25 City Budget, revenue enhancements and ongoing refinement of the City’s Fiscal Sustainability Plan.
NOW, THEREFORE, BE IT RESOLVED AND ORDERED that the City Council of the City of Scotts Valley hereby establishes a Temporary Project Specific Council FY 24/25 Budget Subcommittee.
The above and foregoing resolution was duly and regularly adopted by the City Council of the City of Scotts Valley at a regular meeting held on the 17th day of January, 2024 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Approved: ____________________________
Randy Johnson, Mayor
Attest: ___________________________
Cathie Simonovich, City Clerk
RESOLUTION NO. 1960.5
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF SCOTTS VALLEY ESTABLISHING A TEMPORARY
PROJECT SPECIFIC TOWN CENTER PLANNING COMMITTEE
WHEREAS, the City Council may establish project specific Council subcommittees to address an explicit purpose or need; and
WHEREAS, project specific Council subcommittees are of a limited duration and should be active for no more than one year; and
WHEREAS, the Council desires to establish a Project Specific Town Center Planning Subcommittee effective January 18, 2024 through January 15, 2025; and WHEREAS, the Town Center Planning Subcommittee will by comprised of Mayor Johnson; and Vice Mayor Timm; and
WHEREAS, the purpose of the Council Town Center Planning Subcommittee is to oversee the update to the Town Center Specific Plan, and identify and explore temporary uses for City Council consideration and action.
NOW, THEREFORE, BE IT RESOLVED AND ORDERED that the City Council of the City of Scotts Valley hereby establishes a Temporary Project Specific Town Center Planning Subcommittee.
The above and foregoing resolution was duly and regularly adopted by the City Council of the City of Scotts Valley at a regular meeting held on the 17h day of January, 2024 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Approved:_____________________________
Randy Johnson, Mayor
Attest: ___________________________
Cathie Simonovich, City Clerk
RESOLUTION NO. 1930.2
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF SCOTTS VALLEY
DISSOLUTION OF THE GENERAL PLAN ADVISORY COMMITTEE (GPAC) WHEREAS, the General Plan Advisory Committee (GPAC) was formed and the bylaws established on March 15, 2017 by Resolution No. 1930; and WHEREAS, the bylaws were amended on January 23, 2019 by Resolution No. 1930.1 to modify the Organization and Membership section; and WHEREAS, the GPAC completed its work and the General Plan was adopted by the City Council on November 29, 2023 by Resolution No. 1119.34.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Scotts Valley that the General Plan Advisory Committee (GPAC) is hereby dissolved.
This resolution was adopted at a duly held regular meeting of the City Council on the 17th day of January, 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Approved: ____________________________
Randy Johnson, Mayor
Attest: ___________________________
Cathie Simonovich, City Clerk
AGENDA ITEM 4.
DATE: 1/17/2024
City of Scotts Valley
CITY COUNCIL STAFF REPORT
DATE: 1/17/2024
TO: Honorable Mayor and City Council
FROM: Stephanie Hill, Administrative Services Director
APPROVED: Mali LaGoe, City Manager
SUBJECT: Approve job classification and salary schedule for Retired Annuitant Extra Help
SUMMARY OF ISSUE
The City of Scotts Valley continuously evaluates its operations to analyze optimal staffing levels and to fully understand how to provide the best level of service to the community.
Through this evaluation, staff considers current and future operational needs, service complexities, the need for highly skilled staff, and how these variables relate to regional labor markets, especially in comparable agencies. As a result, creating a Retired Annuitant Extra Help position will allow the City to pivot when there are special projects or situations that warrant the ability to bring in a temporary extra help position.
Appointment to this class is at-will with no rights to continued employment, and receives no benefits. Appointees must qualify for employment under the CalPERS eligibility requirements.
The recommendation is to approve the salary schedule for the Retired Annuitant Extra Help to fall between the lowest and highest salary schedule that is actively approved by the City Council. Depending on the position being filled, it will dictate the relevant salary schedule in effect. This will allow the salary schedule to follow any City Council approved updates without continually having to update this specific position.
FISCAL IMPACT
There is no fiscal impact. Fiscal impact will occur when a Retired Annuitant Extra Help position is being used.
STAFF RECOMMENDATION
It is recommended that the City Council approve Resolution No. 1955.28 approving the Salary Schedule for the Retired Annuitant Extra Help.
TABLE OF CONTENTS
1. Resolution 1955.28 Retired Annuitant Job Class and Salary Schedule
RESOLUTION NO. 1955.28
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SCOTTS VALLEY
APPROVING THE JOB CLASSIFICATION AND SALARY SCHEDULE FOR
THE RETIRED ANNUITANT EXTRA HELP
WHEREAS, City staff has evaluated the operation to analyze optimal staffing levels and to fully understand how to provide the best level of service to the community; WHEREAS, through this analysis staff have identified the Retired Annuitant Extra Help job classification as a key position to perform specialized duties during times of emergencies or other special projects and service level needs; and WHEREAS, approving the salary schedule for this position will provide the City Manager with appropriate and necessary positions to respond to the community’s needs; and WHEREAS, approving the salary schedule for this position is in the best interest of the City to recruit when needed; and
WHEREAS, City Council approval is needed to create the Retired Annuitant Extra Help classification and a Salary Schedule.
NOW, THEREFORE, BE IT RESOLVED AND ORDERED by the City Council of the City of Scotts Valley that the Job Classification and Salary Schedule for the Retired Annuitant Extra Help is hereby approved as follows:
Retired Annuitant Extra Help
To follow the City Council approved salary schedule, at the point in time the position is filled, and to be in line with the most relevant job classification and salary schedule for the duties being performed.
The above and foregoing resolution was duly and regularly adopted by the City Council of the City of Scotts Valley at a meeting held on the 17th day of January, 2024 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Approved:
Randy Johnson,
Mayor
Attest:
Cathie Simonovich,
City Clerk
AGENDA ITEM 5.
DATE: 1/17/2024
City of Scotts Valley
CITY COUNCIL STAFF REPORT
DATE: 1/17/2024
TO: Honorable Mayor and City Council
FROM: Cathie Simonovich, City Clerk
APPROVED: Mali LaGoe, City Manager
SUBJECT: Approve the amended 2024 City Council Meeting Schedule
SUMMARY OF ISSUE
City Council approved the 2024 City Council Meeting Schedule on November 1, 2023. As indicated in the highlighted section below, staff request to reschedule the City Council workshop to February 28th-29th.
It is recommended that Council adopt the amended 2024 City Council Meeting Schedule below:
MONTH 1st WEDNESDAY 3rd WEDNESDAY
January No meeting - 3rd 17th
February 7th 21st
March 6th 20th
April 3rd 17th
May 1st 15th
June 5th 12th (moved to 2nd Wed. due
to holiday on 6/19)
July No Meeting - 3rd No Meeting - 17th
August 7th 21st
September 4th 18th
October 2nd No Meeting - 16th
November 6th 20th
December 4th 18th
*City Council Workshop - January 18th & 19th reschedule to February 28-29
FISCAL IMPACT
There is no fiscal impact associated with the adoption of the amended 2024 Council meeting schedule.
STAFF RECOMMENDATION
It is recommended the Council approve the amended 2024 City of Scotts Valley City Council Meeting Schedule.
TABLE OF CONTENTS
None
AGENDA ITEM 1.
DATE: 1/17/2024
City of Scotts Valley
CITY COUNCIL STAFF REPORT
DATE: 1/17/2024
TO: Honorable Mayor and City Council
FROM: Mali LaGoe, City Manager
APPROVED: Mali LaGoe, City Manager
SUBJECT: Review Final Grantee Performance Report for Community Development Block Grant (CDBG) Contract 20-CDBG-CV2-3-00151
SUMMARY OF ISSUE
The City of Scotts Valley was awarded funds from the Department of Housing and Community Development under the American Reinvestment and Recovery Act under contract number 20- CDBG-CV2-3-00151. The purpose of these funds was to provide support for the Boys and Girls Club Afterschool Program in the City of Scotts Valley. The effects of the Covid 19 pandemic on the program were a concern for the City, and the City sought to provide support.
Per the requirements of the CDBG contract, the City is required to hold a public hearing to review the Final Grantee Performance Report (attached) and to review the past use of funds and program performance for the City of Scotts Valley Community Development Block Grant Program contract 20-CDBG-CV2-3-00151. This agreement with the State of California Department of Housing and Community Development also requires the City to solicit citizen input regarding the outcome and accomplishments of the funding received under this contract.
The presentation will include:
• Review Background of project and accomplishments
• Open hearing
• Receive comments
• Close hearing
• Council Questions/Answers
• Direct staff to submit required close out documents per the requirements
FISCAL IMPACT
The grant funding under this contract was $292,789.00 described as follows:
Activity Grant Award Expended
Total Federal Award $109,456.00 $97,788.50
Program Income $183,333.00 $183,333.00
Total $292,789.00 $281,121.50
STAFF RECOMMENDATION
It is recommended that the Council take public comment and authorize the City Manager to submit the required closeout documents pursuant to the State of California Department of Housing and Community Development's requirements.
TABLE OF CONTENTS
1. Completion Form Boys and Girls
2. Combined Closeout Package fillable_508v2 (002)
Activity Title:
Program Year: Funding Source:
Award/Contract #: Completion Date:
Grantee Name:
Grantee Address:
(Number and Street)
(City) (State) (Zip)
National Objective:
Name: Title:
Date:
20-CDBG-CV2-3-00
LMC - Low/mod limited clientele benefit
Activity Information
Grantee Information
City of Scotts Valley
1 Civic Center Drive
Scotts Valley Ca 95066
1/17/2024
Completion Report
City of Scotts valley Boys and Girls Club Afterschool Assistance Program 2020-2021 CDBG-CV
Instructions: The Completion Report must be submitted as part of the CDBG Combined Closeout Package.
Select the appropriate National Objective and Matrix Code from the dropdown menus below. Once selected, click the checkbox identified in the instructions in red text. Enter data in the relevant fields in the Activity Accomplishments Tab of the spreadsheet. This data should be an aggregate of all accomplishments realized through the activity. This data may be gathered from the activity's Annual Performance Report (APR) Form.
If the activity resulted in relocation or displacement, complete the Relocation and Displacement tab of the spreadsheet.
1/9/2024
Beth Dodd Analyst
Matrix Code: 05L - Child Care Services
LMA 2
LMC 1
LMC 2
LMC 3
LMC 4
LMC 5
LMC 6
LMC 7
LMC 8
LMC 9
LMC 10
LMH 1
LMH 2
LMH 3
LMH 4
LMH 5
LMH 6
LMH 7
LMH 8
LMH 9
LMH 10
LMJ 1
LMJ 2
Matrix Code 5
Matrix Code 15
SB_URG 1
SB_URG 2
SB_URG 3
SB_URG 4
SB_URG 5
SB_URG 6
SB_URG 10
SB_URG 9
SB_URG 8
SB_URG 7
LMA 4
LMA 5
LMA 6
LMJ 3
LMC 11
LMA 7
LMC 12
LMH 11 SB_URG 11
LMJ 4
Performance Measurement Type(s):
Race/Ethnicity
White
Black / African American
Asian
American Indian / Alaskan Native
Asian & White
Black / African American & White
Other Multi-Racial
Total:
Income Information
Extremely Low (0-30% AMI)
Low (31-50% AMI)
Moderate (51-80% AMI)
Total:
Public Services
Total Persons Assisted:
Accomplishment Narrative
Accomplishment Information
The City of Scotts Valley was able to support the needs of 268 participants, 138 of which were low-moderate income People: 268
Hispanic
Race /Latino
Native Hawaiian / Other Pacific Islander
American Indian / Alaskan Native &
White
American Indian / Alaskan Native &
Black / African American
0 0
47 36
55 138
268
Of the Total Persons, Number of:
With New or Continuing Access to a Service or Benefit:
With Improved Access to a Service or Benefit:
Receive a Service or Benefit that is No Longer Substandard:
If the activity is intended to help the homeless:
Of the Total Persons, Number of:
Homeless Persons Given Overnight Shelter:
Beds Created in Overnight Shelter or Other Emergency Housing:
Total:
If the activity is intended to prevent homelessness:
Of the Total Persons, Number of:
Individuals receiving emergency financial assistance to prevent homelessness:
Individuals receiving emergency legal assistance to prevent homelessness:
Total:
Accomplishment Information
0 0
0 0
68 200
0 0
0/1 2 3 4 5+ Total
Replacement
City* Census Tract*
Total Total Hispanic/Latino
Relocated To
*If multiple Census Tracts or Cities, duplicate this tab and complete table for each City/ Census Tract in which displacement occured.
Asian & White
Black/ African American &
White
American Indian/ Alaskan
Native & Black/ African
American
Other/ Multi-Racial
American Indian/ Alaskan
Native & White
OR
Race
Black/African American
Asian
American Indian/ Alaskan
Native
Native Hawaiian/ Other Pacific
Islander
Relocation and Displacement
White
Displaced
Hispanic/Latino Hispanic/Latino
Remained In
CDBG Displacement
Unit Type
Description:
Number of Bedrooms
Total
Agreement Executed
(mm/dd/yy)
Available
(mm/dd/yy) Address
One-for-One Replacement
Demolished/ Converted
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CDBG Combined Closeout Package
CDBG Award/Contract Number (fill in):
Checklist
I/we have completed the following forms. Check all that apply.
Closeout Certification
Acquired Property Inventory
Disencumbrance of Funds Acknowledgement/Request
Completion Report Acknowledgement
Completion Report uploaded or attached
Section 3 Compliance Acknowledgement
Section 3 Closeout Report (complete only if applicable) Select and complete correct form based on award date
Section 3 Qualitative Efforts (complete only if applicable) Affidavit of Posting Notice
Proof of posting also upload/attached (e.g., picture of the website posting with date stamp, newspaper clipping, or a photo of the document posted in a public place noted on affidavit)
If this award included a planning activity, I/we have uploaded or attached ALL of the following:
Final Product(s)
Documentation of Public Hearing to accept final product(s) (e.g., copies of announcements, posting, etc.)
Board Resolution accepting each/all final product(s)
CDBG Combined Closeout Package Signature
CDBG – Closeout Certification
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Closeout Certification
I (name of authorized representative), ________________________________, hereby certify that all activities undertaken by the Grantee with funds provided under CDBG Award/Contract Number _________________________ have, to the best of my knowledge, been carried out in accordance with the award/contract agreement; that proper provision has been made by the Grantee for the payment of all costs and claims; that the State of California is under no obligation to make further payment to the Grantee under the award/contract agreement; and that every statement and amounts set forth in all Financial Reports are to the best of my knowledge, true and correct.
The Grantee shall continue to comply with the State CDBG program income reporting requirements.
All costs incurred subsequent to the most recent annual audit period will be audited at the time the Grantee’s next annual audit is conducted in accordance with 2 CFR 200, Subpart F. The Grantee will resolve any audit findings relating to both the program and financial aspects of the award/contract. In the event there are any costs which are disallowed by this audit or any subsequent audits which cover CDBG expenditures, and which are sustained by the Department of Housing and Community Development, the amount of such costs shall be returned to HCD.
CDBG – Acquired Property Inventory
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Acquired Property Inventory
Complete the table below listing any property acquired in whole or in part with CDBG funds or CDBG Program Income in the table below in accordance with the provisions of 24 CFR Part 570.489(k) – Accountability of Real and Personal Property and 24 CFR Part 570.489(e) – Program Income of the HUD CDBG regulations pertaining to property management and program income. If applicable, state “None” acquired. Include additional copies of the table if required.
Future disposition of this property shall be carried out in accordance with CFR 24 Sec. 570.489(j) – Change of Use of Real Property for instructions.
Grantee: Award/Contract Number:
Contract/Project Name:
In the table below in the Proof of Ownership column, enter the type of proof on record, e.g., title, deed, invoice receipt. In the % CDBG Funded column, enter the percentage of the property funded by CDBG award dollars or by CDBG Program Income.
Description of Property Acquisition
Date
Acquisition
Cost
Serial #
or ID # Condition Status Location Proof of Ownership
% CDBG
Funded
%
%
%
%
CDBG – Acquired Property Inventory
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Description of Property Acquisition
Date
Acquisition
Cost
Serial #
or ID # Condition Status Location Proof of Ownership
% CDBG
Funded
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
CDBG – Disencumbrance of Funds
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Disencumbrance of Funds Acknowledgement/Request
This award/contract has unused CDBG Grant Funds. This excludes Program Income.
Yes
No (If “No”, skip to the Completion Report Acknowledgement form) Use the table below for Agreements from Program Year 2017 and prior.
Program Activity Activity
Code
Awarded
Amounts
Amount to Be
Disencumbered Balance
TOTAL
For Program Years 2018 and later, please enter the total amount to be disencumbered: $_____________________
CDBG – Completion Report Acknowledgement
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Completion Report Acknowledgement
Complete one of the acknowledgments below based on the funding year for the CDBG award/contract you are closing out.
For 2017 and prior projects: I/We have attached a copy of the completed Completion Report for this project/program to this Combined Closeout Package. Grantee should obtain the appropriate Completion Report for their activity type from their HCD Representative or Grant Administrator.
Yes
No (Grantee will be unable to close out the project/program until report is provided.) For 2018 and later projects (including CDBG-CV): I/We have uploaded a copy of the completed Completion Report to the Grants Network Portal concurrently with the submittal of this package.
Grantee should obtain the appropriate Completion Report for their activity type from their HCD Representative or Grant Administrator.
Yes
No (Grantee will be unable to close out the project/program until report is provided.) Grantee should not initiate closeout in the Grants Network Portal until they can provide a Completion Report.
CDBG – Section 3 Compliance Acknowledgement
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Section 3 Compliance Acknowledgement
The purpose of Section 3 of the Housing and Urban Development Act of 1968 is to ensure that employment and other economic opportunities generated by certain HUD financial assistance shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly those who are recipients of government assistance for housing, and to business concerns which provide economic opportunities to low- and very low-income persons.
Section 3 requirements apply to housing rehabilitation, housing construction, or other public construction projects when the total amount of housing and community development assistance for the covered project activity (not including general administration) meets or exceeds a funding threshold, generally $200,000.
Section 3 compliance requirements should have been established at project set up. Grantees who are uncertain whether Section 3 requirements apply to their project(s) should contact their HCD Representative or Grant Administrator.
1. This project/program was funded prior to November 30, 2020 and is required to comply with the prior HUD Section 3 Rule, found at 24 CFR 135.
Yes (Complete the Section 3 Closeout Report for Contracts Funded Prior to November 30, 2020 on the next page.)
No (If “No”, answer Question 2 on this form.)
2. This project/program is required to comply with the HUD Section 3 Final Rule, effective on November 30, 2020, and codified at 24 CFR part 75.
Yes (Complete the Section 3 Closeout Report for Contracts Funded on or After November 30,2020.)
No
If you answer “No” to both questions above, skip to the Affidavit of Posting Notice form.
CDBG – Section 3 Closeout Report (Prior to 11/30/2020)
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Section 3 Closeout Report
(For Contracts Funded Prior to November 30, 2020)
Grantee Name:
Award/Contract Number:
Project Name:
Project Location (Address):
County or Metropolitan Service Area (MSA)
Where Project is Located:
Report Date:
Please complete the tables below showing Section 3 hires for Grantee and any subrecipients and contracting opportunities for this project/program. Copy this page and attach to report if you need additional rows.
Job Category Number of
New Hires
Number of Section 3
New Hires
Number of Section 3
Trainees
Category Totals:
CDBG – Section 3 Closeout Report (Prior to 11/30/2020)
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Construction Contracts
1 Total dollar amount of construction contracts
awarded
2 Dollar amount of construction contracts awarded to
Section 3 businesses
3 Percentage of total construction contract dollars
awarded to Section 3 business (Row 2 divided by
Row 1)
4 Number of Section 3 businesses that received
construction contracts
Non-Construction Contracts
1 Total dollar amount of non-construction contracts
awarded
2 Dollar amount of non-construction contracts
awarded to Section 3 businesses
3 Percentage of total non-construction contract
dollars awarded to Section 3 businesses (Row 2
divided by Row 1)
4 Number of Section 3 businesses that received nonconstruction contracts *Non-construction contracts are often construction-related contracts for professional services like landscaping, pest control, accounting, architecture, legal services, engineering etc.
CDBG – Section 3 Closeout Report
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Section 3 Closeout Report
(For Contracts Funded On or After November 30, 2020)
Grantee Name:
Award/Contract Number:
Project Name:
Project Location (Address):
County or Metropolitan Service Area (MSA)
Where Project is Located:
Report Date:
Please complete the table below showing labor hours on this contract and percentages as of the date of this report. Remember, if you have multiple projects under this contract, this report should show combined (roll-up) hours for the entire contract (program) as well as percentages based on these totals. Individual project information should be maintained in Grantee records.
For reference the Section 3 “safe harbor” benchmarks are:
Section 3 Workers make up at least 25% of the total project’s hours AND
Targeted Section 3 Workers make up at least 5% of the total project’s hours by the time of project closeout.
Hours Percent of Total
Labor Hours
Safe Harbor
Benchmark Met? (Y/N)
Total Labor Hours to Date:
Total Section 3 Labor
Hours to Date:
Targeted Section 3 Labor
Hours to Date:
CDBG- – Section 3 Qualitative Efforts
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Section 3 Qualitative Efforts Description
This form is only required for Grantees whose project was funded on or after November 30, 2020 and whose labor hour benchmarks for Section 3 Workers (25% of a total project’s hours) AND Targeted Section 3 Workers (5% of a total project’s hours) are not anticipated to be met by the time of project closeout. Grantees should maintain records for HUD review to document any efforts checked.
Award/Contract Number:
Contractor/Grantee:
Please read the following list of qualitative efforts that may be undertaken to comply with Section 3 and check ALL that applied to your organization during the course of this CDBG project. Note that these actions are associated with your organization and do not need to be associated with the particular CDBG project. For more information consult the Community Planning and Development (CPD) Notice at
https://www.hud.gov/sites/dfiles/OCHCO/documents/2021-09cpdn.pdf.
Outreach efforts to generate job applicants who are Public Housing Targeted Workers Outreach efforts to generate job applicants who are Other Funding Targeted Workers Direct, on-the-job training including apprenticeships
Indirect training such as arranging for contracting for, or paying tuition for, off-site training
Technical assistance to help Section 3 workers compete for jobs (e.g., resume assistance, coaching)
Outreach efforts to identify and secure bids from Section 3 business concerns Technical assistance to help Section 3 business concerns understand and bid on contracts
CDBG- – Section 3 Qualitative Efforts
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Division of contracts into smaller jobs to facilitate participation by Section 3 business concerns
Provided or connected residents with assistance in seeking employment including drafting resumes, preparing for interviews, finding job opportunities, connecting residents to job placement services
Held one or more job fairs
Provided or connected residents with supportive services that can provide direct services or referrals
Provided or connected residents with supportive services that provide one or more of the following: work readiness health screenings, interview coaching, uniforms, test fees, and/or transportation
Assisted residents with finding childcare
Assisted residents to apply for or attend community college or a four-year educational institution
Assisted residents to apply for or attend vocational/technical training Assisted residents to obtain financial literacy training and/or coaching Bonding assistance, guaranties, or other efforts to support viable bids from Section 3 business concerns
Provided or connected residents with training on computer use or online technologies Other (Please describe below.)
CDBG – Affidavit of Posting Notice
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Affidavit of Posting Notice
I, (Name of Official Designated in Resolution)__________________________, hereby certify that on the ________ day of ____________(month), ________ (year), I did post the notice of public hearing concerning discussion of closure and remittal of remaining funds, if any, under the California Department of Housing and Community Development, Community Development Block Grant Program at the following _______(number) locations listed below, which are available to the public. These postings will be available from ____________________(date) to ____________________(date).
Location 1:
Location 2:
Location 3:
Location 4:
Location 5:
I, (name) _________________________, Clerk of ____________________ (city, county, or jurisdiction name), State of California, hereby certify the above and foregoing is true and correct.
Dated at ___________________________(location), California, this ______ (date) day of _______________(month), 20______.
Signature of Clerk
(This may not be the same person as the official designated in the Resolution who is certifying the posting)
Title
CDBG – Combined Closeout Package Signature
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CDBG Combined Closeout Package Signature
I, the undersigned, hereby certify that all representations made and/or information provided in this combined closeout package and any referenced uploads or attachments is, to the best of my knowledge, true. I further state that my signature below will serve as signature for each of the completed forms in this package as well as for the CDBG Combined Closeout Package taken as a whole.
Date: Typed Name and Title of Official
Authorized in the Resolution:
Signature of Official Authorized
in the Resolution
Name:
Title
City of Scotts Valley
CITY COUNCIL STAFF REPORT
DATE: January 17, 2024
TO: Honorable Mayor and City Council
FROM: Jonathan Kwan, Contract Planner
APPROVED: Mali LaGoe, City Manager
SUBJECT: A PUBLIC HEARING TO CONSIDER THE PLANNING
COMMISSION’S RECOMMENDATION TO APPROVE A MITIGATED
NEGATIVE DECLARATION EA22-002 AND LAND DIVISION LD22-
001, FOR A NINE-LOT SUBDIVISION LOCATED AT THE
INTERSECTION OF CASA WAY AND SANDRAYA HEIGHTS ROAD /
APN 023-113-36, SUBJECT TO MITIGATION MEASURES AND
CONDITIONS OF APPROVAL
SUMMARY OF ISSUE
The project site (APN: 023-113-36) is a 5.71-acre site located at the southeast intersection of Casa Way and Sandraya Heights Road (Attachment 3 - Location Map).
The proposed project would divide the property into nine lots for single-family residential uses (Attachment 4 – Project Plans). The applicant is proposing a new roadway which will require the abandonment of a previously offered right of way. Such abandonment will be considered by the City Council prior to recordation of the final map if the project is approved. The City would give up the right of ways that run through the project site for the proposed circulation pattern: a new road on the north side of the property, an emergency vehicle access road that connects to Grace Way, and an extension of San Augustine Way into a cul-de-sac. The proposed project would connect the existing residences at 210, 212, 214, and 216 Sandraya Heights Road to the project site and would demolish a portion of the existing Sandraya Heights Road.
An Initial Study and Mitigated Negative Declaration (IS/MND) was prepared for the proposed project and found that it would have potentially significant impacts to biological resources. Mitigation measures for impacts to the Scotts Valley Spineflower,
roosting bats, Dusky-Footed Woodrats, Monarch Butterfly, and migratory birds and raptors are included.
PLANNING COMMISSION REVIEW
On December 14, 2023, the Planning Commission reviewed the proposed project and IS/MND (Attachment 5 - Planning Commission Staff Report). Four speakers provided comments during the hearing. The comments are summarized below:
• Susie Yost: Concerns regarding drainage on to San Augustine Way, the added traffic onto San Augustine Way, and the maintenance of the road. • Earl Huffman: Concerns regarding erosion and runoff from Casa Way. Wants to ensure that proper storm drain improvements are made as a part of this project. • Evan Siroky (Santa Cruz YIMBY): Noted that the project site is an opportunity for higher density housing.
• Audrey San Fillipo: Concerns with construction parking on Sandraya Heights Road.
The applicant responded to the comments regarding drainage and construction parking.
In addition, new conditions are recommended to address the concerns that were discussed. The Planning Commission recommended approval of the project to the City Council with the following changes:
• Revise the application number from EA22-003 to EA22-002. • New Condition: Proposed Lots 7, 8 and 9 located at the end of San Augustine Way shall participate in a road association or other form of formal roadway maintenance agreement for the maintenance of San Augustine Way in the event that it is created. Prior to the development of a formal roadway maintenance agreement, the property owners of proposed Lots 7, 8 and 9 are encouraged to participate in San Augustine Way maintenance efforts.
• New Condition: The applicant shall submit a final landscape plan to be reviewed and approved by the Community Development Director. The root depth and spacing shall be considered for trees located near proposed infrastructure such as roads and utilities. Root barriers may be implemented for trees located near proposed infrastructure.
PUBLIC NOTICE & COMMENT
The site was posted and public notice was posted in three (3) public places and mailed to property owners within 300 feet pursuant to State law. No comment letters were received at the December 14th Planning Commission hearing. To date, no other written correspondence has been received on the project.
FISCAL IMPACT
There is no fiscal impact associated with the recommended action.
RECOMMENDATION
The Planning Commission recommends that the City Council approves Mitigated Negative Declaration EA22-001 and Land Division No. LD22-001 by adoption of Resolution No. 2043 and 2043.1.
TABLE OF CONTENTS
1. Resolution No. 2043 (Action Item) Approving Mitigated Negative Declaration
2. Resolution No. 2043.1 (Action Item) Approving Land Division
3. Location Map
4. Project Plans
5. Planning Commission Staff Report, Dated December 14, 2023
RESOLUTION NO. 2043
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SCOTTS VALLEY APPROVING MITIGATED NEGATIVE DECLARATION EA22-002 FOR A NINE-LOT
SUBDIVISION LOCATED AT THE INTERSECTION OF CASA WAY AND SANDRAYA HEIGHTS ROAD / APN 023-113-36
WHEREAS, the City of Scotts Valley has received an application from Sandraya Heights LLC (referred to as the “applicant”) for “Sandraya Heights Land Division” project to subdivide a vacant 5.71-acre parcel into nine lots for residential development, located at the intersection of Casa Way and Sandraya Heights Road / APN 023-113- 36; and
WHEREAS, the Applicant has presented substantial evidence which supports the application; and
WHEREAS, the application is a “Project” pursuant to the California Environmental Quality Act (“CEQA”) which requires the preparation and approval of a Mitigated Negative Declaration in accordance with the requirements of the California Environmental Quality Act (“CEQA”); and
WHEREAS, the City selected Kimley-Horn and Associates, an independent environmental consultant (“Consultant”), to conduct an Initial Study and prepare a Mitigated Negative Declaration (IS/MND), in accordance with the State CEQA Guidelines and requirements. The IS/MND (State Clearinghouse #2023070477) was duly noticed, published, and distributed for a 30-day public review period from July 21, 2023 through August 21, 2023, and was made available for public review at the Planning Department at City Hall and the City’s website; and
WHEREAS, the project, as mitigated, is determined to not have a significant impact on the environment based upon the results of the environmental assessment; and WHEREAS, the Planning Commission held duly published and noticed public hearing on December 14, 2023, to review and consider proposed project, hear public testimony, and recommended approval of the proposed project to the City Council, subject to mitigation measures and amended conditions of approval; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Scotts Valley does hereby approve Mitigated Negative Declaration EA22-002 as further discussed in the City Council staff report dated January 17, 2024 as follows:
SECTION 1: The IS/MND has been completed in compliance with the requirements of CEQA and that the Planning Commission has reviewed and considered the information within the IS/MND.
SECTION 2: The IS/MND represents the independent judgement and analysis of the City.
SECTION 3: The project is subject to the Mitigation Monitoring and Reporting Program in Exhibit A attached hereto and incorporated herein by this reference based on the following findings pursuant to CEQA:
1. An initial study has been prepared by the City of Scotts Valley to evaluate the potential for adverse environmental impacts. City staff conducted an Initial Study for the project and prepared a Mitigated Negative Declaration to reduce potential adverse environmental impacts to less than significant levels.
2. The Mitigated Negative Declaration for the project has been completed in compliance with the California Environmental Quality Act (CEQA). The Mitigated Negative Declaration was completed in compliance with CEQA, was published and distributed to the applicable agencies, and was made available for public review for a 30-day period from July 21, 2023 through August 21, 2023 by 5:00PM.
3. All mitigation measures identified in the Mitigated Negative Declaration are included in this resolution approving the Mitigated Negative Declaration and will be made conditions of approval of a future development that requires review and approval by the City. The Mitigation Measures are listed Exhibit A, attached hereto as, and incorporated herein by this reference.
4. The City has prepared a program to report on and monitor changes made to the project in order to mitigate or avoid significant effects on the environment. A Mitigation Monitoring Reporting Program (MMRP) will be prepared for when the City Council reviews the proposed project. The MMRP will identify the responsible monitoring and reporting parties. The MMRP will ensure compliance of the mitigation measures during future project implementation and provide the timing for implementation.
5. The environmental determination represents the independent judgement of the City. The Mitigated Negative Declaration was prepared by City staff. All reports and supporting information have been reviewed and approved by the applicable City Department Heads.
6. The documents and other materials constituting the record of the proceedings upon which the City’s decision and its findings are based will be located at the Department of Planning of the City of Scotts Valley in the custody of the Community Development Director. Copies of the Mitigated Negative Declaration and the referenced technical and/or environmental studies that were submitted for the project have been made available to the public for review at City Hall, the Planning Department, and the City’s website.
7. Based on the Initial Study and when considering the record as a whole, there is no evidence before the City of Scotts Valley, including the information in the
Mitigated Negative Declaration and comments of appropriate reviewing agencies, to indicate that the proposed project could have any potential for an adverse effect on fish and wildlife resources or the habitat upon which it depends. The technical/environmental studies conducted for the proposed project identified potential impacts. Mitigation measures will reduce these impacts to less than significant levels.
NOW THEREFORE, BE IT FURTHER RESOLVED that, after careful consideration of the application and related materials, plans, maps, facts, exhibits, staff report, testimony and other evidence submitted in this matter, and incorporated herein by this reference, the City Council approves Mitigated Negative Declaration EA22-002, for the “Sandraya Heights Land Division” project, a nine-lot subdivision on the subject site, located at the intersection of Casay Way and Sandraya Heights Road / APN 023-113-36 subject to the Mitigation Monitoring and Reporting Program (Exhibit A) which is attached hereto and incorporated herein by this reference.
THE ABOVE AND FOREGOING RESOLUTION NO. 2043 was duly and regularly passed by the City Council of the City of Scotts Valley at a meeting held on the 17th day of January 2024, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
_______________________________
Randy Johnson, Mayor
________________________________
Cathie Simonovich, City Clerk
Exhibit A - Mitigation Monitoring and Reporting Program (MMRP) City Council Resolution No. 2043 dated January 17, 2024 Sandraya Heights Land Division (APN 023-113-36)
Mitigated Negative Declaration EA22-002 AND Land Division LD22-001 Category / Impact Mitigation Measure Monitoring /
Reporting
Responsibility
Monitoring / Reporting
Requirement
City staff Notes /
Initial and date
when complete
Biological Resources
Impact Bio – 1.1:
Cause a direct or
indirect adverse
effect to the Scotts
Valley Spineflower
MM Bio – 1.1: Spineflower Mitigation
Off-Site Spineflower Mitigation Plan
Prior to recordation of the final map and any ground disturbance requiring issuance of a grading permit by the City of Scotts Valley associated with the project site, the project applicant shall submit documentation (an Off-Site Spineflower Mitigation Plan) to the satisfaction of the Community Development Department demonstrating acceptance by a third party (i.e., the Scotts Valley School District, the Salvation Army, Land Trust Santa Cruz County, or other appropriate entity) of off-site mitigation for the replacement of the 140 square feet of impacted spineflower on the project site at a minimum ratio of 3:1. Mitigation could include, but is not limited to; 1) restoration and/or conservation efforts that benefit existing off-site spineflower populations to increase habitat value, 2) reduce threats to spineflower populations, 3) ensure that the species will persist and thrive on managed and permanently secure protected spineflower habitat, or 4) other suitable compensatory mitigation.
On-site Spineflower Mitigation Plan
If an Off-site Spineflower Mitigation Plan cannot be achieved, the project applicant shall prepare an On-site Spineflower Mitigation Plan prior to recordation of the final map and any ground disturbance requiring issuance of a grading permit by the City of Scotts Valley associated with the project site. The On-site Spineflower Mitigation Plan shall avoid disturbance to the 140 square feet existing spineflower habitat and include an appropriate buffer. It shall also include the consolidation of proposed Lots 1 and 2, which may be subdivided at a later date given an appropriate buffer to the spineflower Planning
Department
Qualified
biologist
USFWS
CDFW
Review documentation
from relevant
Responsible Agency(s).
Prepare mitigation
plan
Demonstrate mitigation
compliance.
Demonstrate mitigation
compliance.
Category / Impact Mitigation Measure Monitoring /
Reporting
Responsibility
Monitoring / Reporting
Requirement
City staff Notes /
Initial and date
when complete
habitat is provided. It shall also include measures to ensure long term protection of the spineflower habitat such as a conservation easement and the establishment of an endowment fund to manage and monitor the preserved habitat areas in perpetuity.
Impact Bio – 1.2:
Cause a direct or
indirect adverse
effect to Roosting
Bats
MM BIO-1.2: Focused Surveys and Relocation Plan for Roosting Bats Conduct Habitat Assessment and Preconstruction Survey
A bat habitat assessment will be conducted by an independently qualified biologist to identify all trees on the site that have the potential to support roosting bats. Trees and structures determined not to support bat roosting habitat may be removed at any time of year without harm to individual bats. However, any trees identified as providing potential bat roosting habitat will be visually surveyed during a preconstruction survey, as described below.
A pre-construction visual survey of all trees that were determined to provide potential roosting habitat will be conducted no more than seven days prior to any tree/vegetation removal activities to determine whether roosting bats are present. If the biologist determines that no bats are present, then the tree can be removed at any time of year and will not require a two-step removal process. If bats are determined to be present or if use of the tree by bats cannot be determined during the preconstruction survey, then additional measures including night-time emergence surveys, construction-free buffers and/or a two-step tree removal will be implemented, as described below.
Two-Step Tree Removal
Two-step removal of trees may be utilized to remove trees identified as currently supporting roosting bats or to remove trees that were determined to provide potential habitat but could not be adequately visually surveyed during the preconstruction survey. However, a two-step tree removal can only be conducted outside of the maternity and over-wintering seasons, i.e., can only be conducted during the periods from March 1 to April 15 or from August 15 to October 15, and only when Planning
Department
Qualified
biologist
Construction
specifications prior to
issuance of grading
permits.
Preconstruction surveys.
Category / Impact Mitigation Measure Monitoring /
Reporting
Responsibility
Monitoring / Reporting
Requirement
City staff Notes /
Initial and date
when complete
fair-weather nights are forecasted.
The two-step removal process consists of two consecutive days of work. On Day 1, a qualified biologist would direct a tree trimming crew to trim the tree in such a way as to make the tree less suitable/attractive for bats. To the degree practicable, removed branches should be chipped nearby. The disturbance caused by the noise and vibration of the tree trimming and chipping during Day 1 would serve to encourage any bats using the tree to vacate their roosts. The following day, the tree would be completely removed. A qualified biologist does not need to be present during the Day 2 tree removal activities. To the extent practicable, Day 1 activities should occur in the afternoon or early evening and Day 2 activities should occur during morning hours.
Nighttime Emergence Survey
Alternately, for any trees that could not be adequately visually surveyed during the pre-construction survey, a nighttime emergence survey can be conducted by an independently qualified biologist on a fair-weather night during the volant season (March 1-October 15) to determine if bats are present. If bats are found to be absent, the tree can be removed; if bats are found to be present, and it is within the maternity season (April 15-August 15), further investigation must occur to determine whether a maternity colony is roosting in the tree. If bats are found to be present and it is outside of the maternity season (March 1 through April 14 or August 16 through October 15), the two-step removal process could be utilized to remove the tree, as described above.
Construction-free Buffers
If a maternity colony or overwintering colony is identified on the site, then a construction-free buffer will be established around the tree(s) and remain in place until it has been determined that the colony is no longer active. Tree removal should occur between March 1 and April 14 or between August 16 and October 15, as described above, utilizing the two-step removal method to avoid interfering with an active nursery and/or overwintering bats.
Category / Impact Mitigation Measure Monitoring /
Reporting
Responsibility
Monitoring / Reporting
Requirement
City staff Notes /
Initial and date
when complete
Impact Bio – 1.3:
Cause a direct or
indirect adverse
effect to DuskyFooted Woodrats
MM BIO-1.3: Focused Surveys and Relocation Plan for Dusky-Footed Woodrats Pre-Construction Survey
An independently qualified biologist will conduct a pre-construction survey for San Francisco dusky-footed woodrat nests no more than 30 days and no less than 14 days prior to the onset of construction activities. This survey timing allows for the scheduling of woodrat nest deconstruction. The survey will encompass all construction zones and surrounding lands within 50 feet. If the results of focused surveys for are negative, no further mitigation is required. If surveys do find the San Francisco duskyfooted woodrat present, the applicant shall prepare a plan to avoid and minimize impacts of the project on the San Francisco dusky-footed woodrat, as described below.
Nest Deconstruction and Relocation
Identified nests will be avoided, where possible. If avoidance is not possible, an independently qualified biologist shall prepare and submit a nest relocation plan to the CDFW for approval prior to the deconstruction and relocation of any nest(s). The project applicant shall submit documentation to the satisfaction of the Community Development Department demonstrating approval by the California Department of Fish and Wildlife (CDFW) of the relocation plan for the San Francisco dusky-footed woodrat.
The CDFW approved plan would likely include manually deconstructing any nests that cannot be avoided. This deconstruction will be conducted by a qualified biologist (approved by CDFW) likely when helpless young are not present, typically during the non-breeding season (October-January). If practicable, any woodrat nests that are deconstructed as per the above shall be reconstructed on the site within appropriate habitat that will not be impacted by the project.
Planning
Department
Qualified
biologist
CDFW
Review documentation
from relevant
Responsible Agency(s).
Preconstruction surveys.
Demonstrate mitigation
compliance.
Category / Impact Mitigation Measure Monitoring /
Reporting
Responsibility
Monitoring / Reporting
Requirement
City staff Notes /
Initial and date
when complete
Construction-free Buffers
If it is determined during the pre-construction survey that young may be present, a suitable buffer depending on the timing within the breeding season (ranging from 15- 50 feet) will be established around the nest and maintained during construction until the young are independent and have successfully moved from the nest on their own.
Impact Bio – 1.4:
Cause a direct or
indirect adverse
effect to Monarch
Butterfly
MM BIO-1.4: Focused Surveys and Relocation Plan for Monarch Butterfly Pre-construction Surveys and Avoidance
While a few individual monarch butterflies were observed in October and November of 2021 foraging on coyote brush flowers, no aggregates have been observed during surveys conducted on-site in the Fall of 2021 and Spring of 2022. Additionally, while aggregates are conspicuous, no occurrences have ever been reported for this site.
Nonetheless, as a prudent measure, seven days prior to any construction activities, a monarch butterfly aggregates survey, conducted in favorable weather conditions, shall be conducted by a qualified biologist over the project site, and within 100 feet where access is possible.
If an active aggregation is present on the project site, all construction, grading, and construction-related noise shall be seasonally timed to avoid impacts to aggregating monarch butterflies. Alternatively, a temporary fence may be installed along the outer boundary of an adequate buffer zone (as determined by a qualified biologist) of an aggregation prior to any grading and construction activities on the project site. With authorization of an approved biologist, construction may occur within 100 feet of aggregations under the direction of a qualified biologist monitoring conditions on the project site.
If no aggregations are observed, no further mitigation is required.
Planning
Department
Qualified
biologist
Construction
specifications prior to
issuance of grading
permits.
Pre-construction survey.
Submit report of survey
findings for review prior
to issuance of grading
or building permits.
Recurrent site
inspections to ensure
compliance.
MM BIO -1.5:
Focused Survey and
MM BIO -1.5: Focused Survey and Buffers for Nesting Migratory Birds and Raptors The applicant shall schedule all on-site tree removal and grading to occur between Planning
Department
Construction
specifications prior to
Category / Impact Mitigation Measure Monitoring /
Reporting
Responsibility
Monitoring / Reporting
Requirement
City staff Notes /
Initial and date
when complete
Buffers for Nesting
Migratory Birds and
Raptors
August 15th and February 1st of any given year to avoid the bird nesting season. If this schedule is not practical, the applicant shall hire a qualified biologist to conduct preconstruction nesting bird surveys no more than two weeks prior to removal of trees and grading. If nesting birds are observed, the biologist will establish a buffer zone where no tree removal or grading will occur until the biologist confirms that all chicks have fledged. The buffer zone may vary from 50 to 250 feet, depending upon the species of bird and exposure of the nest site.
Qualified
biologist
issuance of grading
permits.
Preconstruction surveys.
RESOLUTION NO. 2043.1
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SCOTTS VALLEY APPROVING LAND DIVISION LD22-001, FOR A NINE-LOT SUBDIVISION LOCATED
AT THE INTERSECTION OF CASA WAY AND SANDRAYA HEIGHTS ROAD / APN 023-113-36, SUBJECT TO CONDITIONS OF APPROVAL
WHEREAS, the City of Scotts Valley has received an application from Sandraya Heights LLC (referred to as the “applicant”) for “Sandraya Heights Land Division” project to subdivide a vacant 5.71-acre parcel into nine lots for residential development, located at the intersection of Casa Way and Sandraya Heights Road / APN 023-113- 36; and
WHEREAS, the Applicant has presented substantial evidence which supports the application; and
WHEREAS, the application is a “Project” pursuant to the California Environmental Quality Act (“CEQA”); and
WHEREAS, the City selected Kimley-Horn and Associates, an independent environmental consultant (“Consultant”) to conduct an Initial Study and prepare a Mitigated Negative Declaration (IS/MND), in accordance with the State CEQA Guidelines and requirements. The IS/MND (State Clearinghouse #2023070477) was duly noticed, published, and distributed for a 30-day public review period from July 21, 2023 through August 21, 2023, and was made available for public review at the Planning Department at City Hall and the City’s website; and
WHEREAS, the project, as mitigated, is determined to not have a significant impact on the environment based upon the results of the environmental assessment; and WHEREAS, the Planning Commission held duly published and noticed public hearing on December 14, 2023, to review and consider proposed project, hear public testimony, and recommended approval of the proposed project to the City Council, subject to mitigation measures and amended conditions of approval; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Scotts Valley does hereby approve Land Division LD22-001 as further discussed in the City Council staff report dated January 17, 2024 as follows:
The City Council approves Land Division LD22-001 based on the following findings and as shown on the plans submitted, subject to Conditions of Approval in Exhibit A, attached hereto and incorporated herein:
1. That the proposed land division and improvements are consistent with the zoning ordinance and General Plan. The proposed land division would result in the development of single family homes, consistent with the surrounding uses and the
existing General Plan land use designation and R-1-20 Zoning district.
2. That the project site is physically suitable for the density of the land division.
The proposed lots would meet minimum lot size requirements and result in the development of nine single-family homes, consistent with the surrounding neighborhood and density in the existing neighborhood. Proposed lots would meet the minimum lot size standards in the City’s zoning ordinance.
3. That the design of the land division or the proposed improvements is not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. The project meets the requirements of this finding in that the IS/MND includes mitigation that would reduce any impact to fish, wildlife or habitat to a less than significant level.
4. That the design of the land division or the type of improvements is not likely to cause serious public health problems. The project meets the requirement of this finding in that the project will not generate hazardous emissions nor be a storage facility for hazardous/ combustible materials. During project grading and construction, to reduce dust generation to minimal levels and to prevent sedimentation and discharge of contaminants off-site, mitigation requires the grading and construction contractors to implement best management practices (BMPs) and a hazardous materials containment plan, respectively. The IS/MND evaluated that the project is not expected to cause serious public health problems.
5. That the design of the land division will not conflict with easements acquired by the public at large (for access through or use of property within the land division). The project meets the requirement of this finding in that the project will provide connections for 210-216 Sandraya Heights Road and remove a portion of the existing Sandraya Heights Road. In addition, the project would provide pedestrian access easements to Glenwood Drive and San Augustine Way as well as emergency vehicle access to Grace Way. The Scotts Valley Public Works Department and Scotts Valley Fire Protection District has reviewed the project and recommends approval subject to conditions.
This resolution is subject to the approved Mitigation Measures in the Mitigation Monitoring and Reporting Program of Exhibit A in Resolution No. 2043 and becoming effective.
Land Division LD22-001 shall lapse and become void two (2) years from the date of this resolution unless prior to the expiration date, a final map has been recorded, or an extension of this approval is granted by the City.
BE IT FURTHER RESOLVED that, after careful consideration of the application and related materials, plans, maps, facts, exhibits, staff report, testimony and other evidence submitted in this matter, and incorporated herein by this reference, the City Council of the City of Scotts Valley approves Land Division LD22-001, for the “Sandraya Heights Land Division” project, a nine-lot subdivision on the subject site, located at the intersection of Casay Way and Sandraya Heights Road / APN 023-113-36 subject to the
Mitigation Measures in Resolution No. 2043 and Conditions of Approval (Exhibit A) which are attached hereto and incorporated herein by this reference.
THE ABOVE AND FOREGOING RESOLUTION was duly and regularly passed by the City Council of the City of Scotts Valley at a meeting held on the 17th day of January 2024, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
_______________________________
Randy Johnson, Mayor
________________________________
Cathie Simonovich, City Clerk
EXHIBIT A
Conditions of Approval
STANDARD
1. Developer has agreed to and shall defend, indemnify and hold harmless the City of Scotts Valley, its officers, agents and employees from any claim, action or proceeding against the City or its officers, agents or employees to attach, set aside, void or annul any action of the City in connection with approvals under the California Environmental Quality Act or with respect to approval of the project. The City shall promptly notify the developer of any such claim, action or proceeding and shall fully cooperate in defense.
2. After City Council approval, the property owner shall sign the Conditions of Approval (Exhibit B) agreeing to the Conditions of Approval prior to the issuance of any building permits, transfer of title, or within 30 days of approval of this application, whichever occurs first.
3. After City Council approval, the property owner shall have a signed and notarized copy of the Notice of Conditions of Approval recognizing this application (provided by the City), recorded at the County Recorder’s Office prior to issuance of any building permits or operation of the use.
4. All required building permits shall be obtained and the applicant shall pay all appropriate fees prior to commencement of any construction on the property.
PLANNING DEPARTMENT
5. The Final Subdivision Map and all constructed improvements shall be in conformance with the plans prepared for this project by C2G Civil Consultants, dated January 20, 2023, received by the City August 17, 2023. Minor modifications to these plans that do not alter the overall concept or density of this project may be approved by the Community Development Director.
6. The Applicant shall notify the property owners abutting Sandraya Heights Road and obtain approval from the Public Works Director prior to demolishing any portion of the existing Sandraya Heights Roadway.
7. The Applicant shall submit an executed agreement to quitclaim rights to the existing Sandraya Heights Roadway prior to building permit issuance and recordation of final parcel map.
8. Prior to issuance of certificate of occupancy for any new residence on the project site, the western portion of the existing Sandraya Heights Road shall be demolished per the approved plans.
9. The curbs in the proposed emergency vehicle access roadway shall be painted red to restrict parking at anytime.
10. The final design of the project may require minor changes such as shifting a driveway, resulting in the change of the final number of on-street parking spaces, as a condition of approval a minimum of 20 on-street parking spaces shall be provided on the proposed roadway at the time of project completion.
11. Future development on the property shall avoid reducing the amount of available street parking to the extent feasible.
12. All construction storage areas shall be screened from the public right of way.
13. All mitigation measures in the are hereby incorporated as conditions of approval.
14. The proposed emergency vehicle access road and bollards shall be reviewed and approved by the City and other emergency responders, as necessary, prior to issuance of building permits. If required, the road shall be modified to meet emergency services requirements.
15. In addition to the responsibility of maintaining the roads in the subdivision, Proposed Lots 7, 8 and 9 located at the end of San Augustine Way shall participate in a road association or other form of formal roadway maintenance agreement for the maintenance of San Augustine Way in the event that it is created. Prior to the development of a formal roadway maintenance agreement, the property owners of proposed Lots 7, 8 and 9 are encouraged to participate in San Augustine Way maintenance efforts.
Lighting
16. All exterior lighting shall be the minimum necessary for security and all lighting shall be down shining with the light source not directly visible from adjacent properties. Where deemed necessary by the Community Development Director light cutoffs/shields shall be installed.
Trees and Landscaping
17. Landscaping shall be in substantial conformance with the conceptual landscape plan. Prior to issuance of building permits, the applicant shall prepare a landscaping installation phasing plan to be reviewed and approved by the Community Development Director.
18. The applicant shall submit a final landscape plan to be reviewed and approved by the Community Development Director. The potential for root damage to improvements such as proposed roads an utilities shall be considered in reviewing the landscape plan. Root barriers may be implemented for trees located near
proposed infrastructure.
19. The landscaping improvements shall be permanently maintained and irrigated.
20. To the extent feasible, all landscaping shall be installed prior to the occupancy of the final home.
21. All recommendations in the Arborist Report prepared by Live Oak Associates, Inc. dated November 2021, are incorporated as conditions of project approval.
22. Tree removal shall not occur until a grading or building permit has been issued for the project.
23. The final grading plans and improvement plans shall be reviewed and approved by the project Arborist prior to any grading and if deemed necessary additional tree preservation measures shall be applied to the project.
24. The project arborist shall place a monetary value on trees preserved on development sites and a surety bond in an amount equal to the value of the preserved trees shall be deposited with the city prior to issuance of a grading/building permit for the project. If damage occurs to the preserved trees during development and/or construction, funds will be drawn from the deposited amount. Funds remaining in the account will be returned to the applicant upon final inspection of the project.
25. During the pre-construction phase of development the project arborist shall inspect tree protection fencing and the completion of pre-construction treatments. This inspection shall be completed prior to the issuance of any grading or building permits.
26. The project arborist shall routinely inspect the development site through the term of the project.
27. Upon completion of construction activities, the project arborist shall submit written documentation stating that all recommended tree preservation measures have been completed prior to Building Permit final for the project.
28. The cost of the project arborist review and implementation of conditions, site inspection and related work shall be borne by the applicant.
CC&R’s
29. CC&R's for the on-going management and maintenance of the site shall be approved by the City Attorney and executed by the property owner prior to approval of the final map. and recorded prior to building permit final. The property owner/applicant shall pay for all review and recording costs. The CC&Rs shall
include provisions for the following:
a. Uniform standards for maintenance and upkeep of exterior buildings and grounds.
b. Utility maintenance provisions addressing commonly owned infrastructure including, but not limited to, landscaping water lines and bioretention facilities.
c. An enforcement mechanism for the City in case of failure to maintain the on-going maintenance and management of the parcels.
d. Maintenance of the proposed roadways, drainage improvements, landscaping, and all other subdivision improvements.
e. A parking plan that specifies “No Parking” areas and fire lanes. f. Require curb and striping to be consistent with the Uniform Fire Code, and allow Police Department enforcement of no parking on the private street; and,
30. Prior to the recordation of the final map, the applicant shall provide to the City a copy of recorded Covenants, Conditions and Restrictions (“CC&Rs”) that include the following language:
a. Notwithstanding anything to the contrary in this declaration, no amendment that deals with any of the following matters shall be effective without prior written consent to the City’s Community Development Director or its designee:
(1) Any amendments to provisions in the CC&Rs that benefit the City, and all defined terms therein, each of which were required as a condition of approval for the development.
b. The City is a third-party beneficiary of the declaration pursuant to California Civil Code section 1559. Notwithstanding any provision of the declaration to the contrary, and with respect to matters within the regulatory powers of the City, the City has the right, but not any duty, to enforce the terms of this declaration that benefit the City, in the City’s absolute discretion.
31. The CC&Rs shall include a coversheet with a summary table identifying where the conditions of approval have been addressed in the document.
Grading
32. All recommendations in the Geotechnical Report titled “Proposed 10 Lot
Residential Subdivision Sandraya Heights Road” prepared by Earth Systems Pacific, dated March 2022, are incorporated as conditions of project approval. The limits of grading shall be clearly marked on the site prior to the issuance of a grading or building permit.
33. The project applicant shall ensure that the project incorporates appropriate geotechnical recommendations for the seismic ground shaking, seismic-related ground failure and liquefaction, landslide susceptibility, erosion and erosion control, soil stability, expansive soils, and any other appropriate issue. Prior to building permit issuance, the project geotechnical engineer shall review the plans submitted for a grading/building for compliance with the recommendation of the geotechnical report. Once the plans comply with the recommendations, the project geotechnical engineer shall provide a plan review letter stating that the project design meets all of the geotechnical report recommendations.
Cultural Resources
34. The project applicant shall ensure that notes on any plans that require ground disturbing excavation that there is a potential for exposing buried cultural resources including prehistoric Native American burials.
35. The project applicant shall retain a Professional Archaeologist on an “on-call” basis during ground disturbing construction to review, identify and evaluate any potential cultural resources that may be inadvertently exposed during construction. The archaeologist shall review and evaluate any discoveries to determine if they are historical resource(s) and/or unique archaeological resources under the California Environmental Quality Act (CEQA).
36. If the Professional Archaeologist determines that any cultural resources exposed during construction constitute a historical resource and/or unique archaeological resource or tribal cultural resource under CEQA, he/she shall notify the City of Scotts Valley and other appropriate parties of the evaluation and recommend mitigation measures to mitigate to a less-than significant impact in accordance with California Public Resources Code Section 15064.5. Mitigation measures may include avoidance, preservation in-place, recordation, additional archaeological testing and data recovery among other options.
37. The completion of a formal Archaeological Monitoring Plan (AMP) and/or Archaeological Treatment Plan (ATP) that may include data recovery may be recommended by the Professional Archaeologist if significant archaeological deposits are exposed during ground disturbing construction. Development and implementation of the AMP and ATP and treatment of significant cultural resources will be developed in consultation with any regulatory agencies and culturally affiliated Native American tribes who have expressed interest with tribal cultural resources for Scotts Valley.
38. If potential historical or unique archaeological resources are discovered during construction, suspend all work in the immediate vicinity (within approximately 50 feet) and avoid altering the materials and their context pending site investigation by a qualified archaeological or cultural resources consultant retained by the project applicant. Construction work shall not commence again until the archaeological or cultural resources consultant has been given an opportunity to examine the findings, assess their significance, and offer proposals for any additional exploratory measures deemed necessary for the further evaluation of, and/or mitigation of adverse impacts to, any potential historical resources or unique archaeological resources that have been encountered.
39. If the find is determined to be an historical or unique archaeological resource, and if avoidance of the resource would not be feasible, the archaeological or cultural resources consultant shall prepare a plan for the methodical excavation of those portions of the site that would be adversely affected. The plan shall be designed to result in the extraction of sufficient volumes of non-redundant archaeological data to address important regional research considerations. The work shall be performed by the archaeological or cultural resources consultant, and shall result in detailed technical reports. Such reports shall be deposited with the California Historical Resources Regional Information Center. Construction in the vicinity of the find shall be accomplished in accordance with current professional standards and shall not recommence until this work is completed.
40. The project applicant shall assure that project personnel are informed that collecting significant historical or unique archaeological resources discovered during development of the project is prohibited by law. Prehistoric or Native American resources can include chert or obsidian flakes, projectile points, mortars, and pestles; and dark friable soil containing shell and bone dietary debris, heataffected rock, or human burials. Historic resources can include nails, bottles, or other items often found in refuse deposits.
41. If human remains are discovered, there shall be no further excavation or disturbance of the discovery site or any nearby area reasonably suspected to overlie adjacent human remains until the project applicant has complied with the provisions of State CEQA Guidelines Section 15064.5(e). In general, these provisions require that the County Coroner shall be notified immediately. If the remains are found to be Native American, the County Coroner shall notify the Native American Heritage Commission within 24 hours. The most likely descendant of the deceased Native American shall be notified by the Commission and given the chance to make recommendations for the remains. If the Commission is unable to identify the most likely descendent, or if no recommendations are made within 24 hours, remains may be reinterred with appropriate dignity elsewhere on the property in a location not subject to further subsurface disturbance. If recommendations are made and not accepted, the Native American Heritage Commission will mediate the problem.
Air Quality
42. Reduce Fugitive Dust To reduce fugitive dust emissions, and the applicant shall require the following measures to be included as part of construction grading and building plans:
a. Limit grading to 8.1 acres per day, and grading and excavation to 2.2 acres per day.
b. Water graded/excavated areas and active unpaved roadways, unpaved staging areas, and unpaved parking areas at least twice daily or apply non‐toxic chemical soil stabilization materials per manufacturer’s recommendations. Frequency should be based on the type of operations, soil and wind exposure. c. Prohibit all grading activities during periods of high wind (more than 15 mph). d. Apply chemical soil stabilizers on inactive construction areas (disturbed lands within construction projects that are unused for at least four consecutive days). e. All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or gravel for temporary roads and any other methods approved in advance by MBARD.
f. Exposed ground areas that are planned to be reworked for durations longer than 1 month after initial grading shall be sown with a fast germinating, non‐invasive grass seed and watered until vegetation is established. g. Plant vegetative ground cover in disturbed areas as soon as possible. h. Use street sweepers, water trucks, or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the project site. Reclaimed (non‐potable) water should be used whenever possible;
i. Spray dirt stockpile areas daily as needed.
j. Place gravel on all roadways and driveways as soon as possible after grading. In addition, construct building pads as soon as possible after grading unless seeding, soil binders, or frequent water application are used.
k. Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction site.
l. All trucks hauling dirt, sand, soil, or other loose materials shall be covered or shall maintain at least 2 feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114.
m. Unpaved road travel shall be limited to the extent possible, for example, by limiting the travel to and from unpaved areas, by coordinating movement between work areas rather than to central staging areas, and by busing workers where feasible. n. Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the project site, and inspect vehicle tires to ensure they are free of soil prior to carry‐out to paved roadways. o. Sweep streets at the end of each day, or as needed, if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible.
Noise and Vibration
43. Construction Noise Reduction To reduce the effects of construction noise, the project applicant shall ensure that the following notes are included as part of all relevant grading and building construction plans:
Construction Equipment. Properly maintain construction equipment and ensure that all internal combustion engine driven machinery with intake and exhaust mufflers and engine shrouds (if the equipment had such devices installed as part of its standard equipment package) that are in good condition and appropriate for the equipment. Equipment engine shrouds shall be closed during equipment operation. The project applicant shall require all contractors, as a condition of contract, to maintain and tune-up all construction equipment to minimize noise emissions.
Vehicle and Equipment Idling. Construction vehicles and equipment shall not be left idling for longer than 5 minutes when not in use.
Stationary Equipment. All noise-generating stationary equipment, such as air compressors or portable power generators, shall be located as far as possible from sensitive receptors. Temporary noise barriers shall be constructed to screen stationary noise generating equipment when located near adjoining sensitive land uses. Temporary noise barriers could reduce construction noise levels by 10 dBA.
Construction Route. All construction traffic to and from the project site shall be routed via designated truck routes where feasible. All construction-related heavy truck traffic in residential areas shall be prohibited where feasible.
Workers’ Radios. All noise from workers’ radios shall be controlled to a point that they are not audible at sensitive receptors near the construction activity.
Construction Plan. Prior to issuance of any grading and/or building permits, the contractor shall prepare and submit to the City of Scotts Valley Building Department for approval a detailed construction plan identifying the schedule for major noise-generating construction activity.
Disturbance Coordinator. A “noise disturbance coordinator” shall be designated by the contractor and be responsible for responding to any local complaints about construction noise. The noise disturbance coordinator shall determine the cause of the noise complaint (e.g. starting too early, bad muffler, etc.) and shall require that reasonable measures warranted to correct the problem be implemented. The coordinator shall conspicuously post a name and telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule.
Building Department
44. The developer shall pay all applicable City development impact fees before grading and/or building permit issuance.
45. The developer shall pay school impact fees to the Scotts Valley Unified School District before building permit issuance.
46. All trades of electrical, plumbing and mechanical will be issued under one building permit for said project (General Contractor permittee). All subcontractors shall provide their contractor’s license number and their workers compensation insurance information to the Building Department.
47. All buildings shall be designed to comply with the current California Building Code, California Mechanical Code, California Electrical Code, California Plumbing Code, California Energy Code and California Green Building Code, in effect at the time of building permit application.
48. The building permit plans must comply with the current California Plumbing and Green Building Code for water-conserving fixtures and fittings and with the CA Energy Commission Building Energy Efficiency Standards, which includes energysaving fixtures and appliances to be used throughout the building.
49. All structures shall comply with the most current California Energy Commission Standards (California Energy Code).
50. All new construction shall comply with the California Green Building Code and the City’s current Green Building Guidelines, which require various low-impactdevelopment and resource efficient techniques, to the satisfaction of the CDD.
51. Structural calculations shall be submitted and wet-signed by the Engineer of record.
52. A Special Inspection form shall be submitted and the names of Special Inspectors with certifications as required shall be provided.
53. A soils report by a qualified geologic engineer shall be submitted with the application for any building permits. The developer shall submit a plan review letter from the project Geotechnical Engineer confirming that the construction documents comply with the project geotechnical engineer’s recommendations.
54. The developer shall comply with the City’s standard erosion control measures. The plans submitted for a building permit must include best management practices (e.g. erosion control practices and procedures) during construction, which include complying with Regional Air Quality Control Board emissions for construction equipment.
55. Site drainage, erosion control, and foundation plans must be reviewed and approved by the soils engineer of record.
56. To ensure that City requirements are met, the developer shall specify to the Building Official the off-site disposal location of any exported soil material at a preconstruction meeting or before grading permit issuance. If the disposal site is located outside the City, the site shall be a legal facility such as a licensed landfill or permitted fill site.
57. Developer shall submit a plan showing temporary (during construction) and permanent erosion control measures will need to be submitted to the Regional Water Quality Control Board (RWQCB), the agency that administers NPDES, and the City Building Department for review and approval.
58. A completed City of Scotts Valley Construction and Waste Management Plan form shall be submitted with the Building permit application.
59. The project shall comply with all California Building Code Accessibility requirements and show the required features as they apply to this project.
60. If grading in the rainy season (October 15th to April 15th) is necessary, approvals from the Building Department shall be obtained.
City Public Works Department
61. Prior to City Council approval of the final map the property owner shall request the abandonment of right-of-way previously offered for dedication.
62. A final subdivision or parcel map in conformance with the California Government Code, Section 66410 et seq, and with the City Subdivision Ordinance, and including the conditions of the tentative subdivision map, shall be filed to the satisfaction of the Public Works Director/City Engineer.
63. All required documents, final or parcel map sheets, covenants, developer and city improvement agreements and bonds, shall be provided to the satisfaction of the Public Works Director/City Engineer prior to the recordation of any final map or application for any building permit. (Applicant should be advised that officials of Santa Cruz County, such as the Auditor-Controller, Recorder and Clerk of the Board have requirements, such as payment of taxes and present title guarantee, which precede recordation of the map.)
64. Engineered Improvement Plans shall be submitted for all on-site and off-site work and will be approved by the Public Works Director/City Engineer. On-site and offsite (encroachment) civil engineering permits must be issued by the City prior to commencing any work. Improvement Plans shall include any necessary grading, drainage, masonry retaining walls, driveway, utilities, utility pole relocation, frontage improvement and/or repair of sidewalk, curb and gutter or similar facilities required satisfying tentative map conditions to the satisfaction of the Public Works Director/City Engineer. All improvements shall conform to the design standards contained in text and illustration in the "City of Scotts Valley Standard Details", latest revision adopted by the City Council.
65. Applicant shall construct street improvements for the full parcel frontage in accordance with the City of Scotts Valley Standard Details, latest revision, adopted by the City Council.
66. Engineered improvement plans for all work, signed and prepared under the direction of a registered civil engineer, shall be approved by the Public Works Director/City Engineer prior to commencing work.
67. All work in the public right-of-way will require an encroachment permit application made to the satisfaction of the Public Works Director/City Engineer. The civil onsite work, as plan reviewed by the Public Works Department, will require an onsite civil engineering permit and inspection.
68. All public improvements shall be guaranteed by written Agreement with the city, Faithful Performance Bond, and Labor and Material men's Bond, to the satisfaction of the Public Works Director/City Engineer.
69. All signing and striping shall be approved and completed as required by the Public Works Department, and shall be in conformance with current editions of Transportation and Traffic Engineering Handbook, by the Institute of Transportation Engineers, and the State Department of Transportation "Standard Specifications".
69. The project shall connect to the sanitary sewer system and existing septic systems, if any, shall be properly abandoned.
70. The applicant shall repair any damage caused to the City streets [or the private roadway] by applicant or its contractors, consultants, and/or employees prior to issuance of a certificate of occupancy. A videotape log, DVD format, clearly showing the existing condition of the applicable street to the project site shall be presented to the Department of Public Works prior to the start of construction.
Applicant is advised that, absent clear video evidence to the contrary, road damage must be repaired to the satisfaction of the City prior to issuance of a certificate of occupancy. Damage assessment will be at the sole discretion of the City.
71. Prior to issuance of building permit, provide letter from City’s hauler, Greenwaste, approving site design and serviceability. 831.768-9505. Project shall be design in compliance with SB1383 requiring collection of 3 waste streams for all customer types. Garbage, Recycle and Compost/Food Waste.
Stormwater Management Plan:
72. Applicant shall construct storm drain facilities in conformance with data and analysis in the adopted City of Scotts Valley Storm Drain Master Plan, December 1989 and in accordance with the city’s SWMP Ordinance No. 184.1.
73. A registered civil engineer shall provide storm (hydrologic and hydraulic) calculations for appropriate storm drain facilities to control on-site drainage and mitigate off-site impacts. The design shall follow the criteria contained in the City of Scotts Valley Standard Details and the data and analysis contained in the latest adopted City of Scotts Valley Storm Drainage Master Plan.
74. Development shall not increase the rate of flow (cubic feet per second) or velocity (feet per second) of site run-off water to any off-site drainage areas beyond the measured or calculated pre-project rate and velocity. Impervious areas must be shown on coversheet.
See the Stormwater Technical Guide on the Scotts Valley City website for requirements and formatting under Public Works
Dedication of land for Park and Recreational Purposes:
75. Applicant shall comply with SVMC Chapter 16.35 – Dedication of land for Park and Recreation Purposes.
76. Applicant shall pay the cost to accomplish the utility design and construction to underground the telephone, electric power, and television cables in each project contained easement, private or public road frontage. This under grounding of utilities to remove utility poles comes in addition to the state required under grounding of transmission for the project and any new service connections.
77. The final map shall be submitted to the City's Public Works Department on an AutoCAD drawing version 2018 LT or earlier electronic version prior to recording.
78. Applicant shall submit electronic files for all civil plans for review and As-Builts when project is completed.
79. Applicant shall submit a completed "segregation of assessment" form for each assessment district in which the subdivision participates.
80. Prior to the filing of the final/parcel map, applicant shall contact the Santa Cruz County Assessor's Office or the Local Agency Formation Commission (LAFCO) to ensure that the subdivided property is within a single tax code.
Scotts Valley Fire Protection District
81. This project as proposed shall conform to the 2022 California Fire Code as amended by the Scotts Valley Fire Protection District.
82. The required number of fire hydrant(s) and the location shall be in accordance with California Fire Code Appendix C. The Fire District shall approve placement of fire hydrants prior to the approval of the final site map drawings. The required fire hydrants shall be installed and operative prior to any building construction on the site.
83. An automatic sprinkler system shall be installed in all buildings in accordance with Chapter 9 of the California Fire Code, current NFPA 13-D standards, and Santa Cruz County FPO standards. (Contact the Scotts Valley Fire Protection District to review the FPO standards)
a. Automatic sprinkler system design plans and calculations shall be submitted directly to the Scotts Valley Fire Protection District for review and permit. Separate permits may be necessary for the “overhead” and “underground” parts of the system.
b. The automatic sprinkler system drawings must be prepared and submitted for approval by a California State Licensed Contractor (Class A, or C-16) meeting the requirements of NFPA-13, “ Standard for the Installation of Fire Sprinkler Systems”. Designer/installer shall submit three (3) sets of plans and calculations to this agency for approval.”
c. Fire Department connections for automatic sprinkler systems shall be
installed in accordance with Section 912 of the California fire code.
Buildings equipped with a fire sprinkler system in accordance with this chapter shall have a fire department connection located within 100 feet (183m). The location of the fire department connections shall be approved by the fire code official.
d. With respect to hydrants, driveways, buildings, and landscaping, fire department connections shall be so located that fire apparatus and hose connected to supply the system will not obstruct access to the buildings for other fire apparatus. (CFC 912.2)
84. A 100-foot clearance shall be maintained around and adjacent to the building or structure to provide additional fire protection or fire break by removing all brush, flammable vegetation, or combustible growth.
EXCEPTION: Single specimens of trees, ornamental shrubbery or similar plants used as ground covers, provided they do not form a means of rapidly transmitting fire from native growth to any structure.
85. Smoke alarms shall be installed and maintained to shall conform to the 2016 California Fire Code as amended by the Scotts Valley Fire Protection District.
86. A MINIMUM OF 48 HOURS NOTICE to the Fire District is required prior to any inspection.
87. Job copies of the building and fire systems plans and permits must be on-site during inspections.
88. Building numbers shall be provided. Numbers shall be a minimum of 4 inches in height on a contrasting background and visible from the street. Where numbers are not visible from the street, additional numbers shall be installed on a directional sign at the property driveway and the street. Final design and location of the building numbers are subject to Fire District approval.
89. Access to building and fire lanes shall be in accordance of Section 503 of the California Fire Code. A FIRE LANE shall be 20 feet minimum unobstructed width, with red painted curbs and approved signage. FIRE LANES shall be maintained hereafter.
Scotts Valley Water District (SVWD)
90. The Developer will be required to pay the capacity and meter fees for all proposed lots to the Scotts Valley Water District, prior to the sell of any subdivided lot and/or home”.
91. A Main Extension Agreement will need to be executed between the District and Sandraya Heights LLC.
92. A detailed landscape irrigation plan will need to be submitted for review for any common area irrigation. a. The State Water Resources Control Board (Resolution No. 2022-0018) has prohibited the use of potable water for irrigation of nonfunctional turf for homeowners’ associations. However, the District has a recycled water main in Glenwood Drive that could be utilized to provide recycled water for front yard and common area irrigation. Recycled water is exempt from this resolution.
_________________________________
Property Owner Name
____________________________________
Property Owner Signature
PURPLE HILLS CT
SAGELAND CT
NASHUA
DR
CASA
WY
HACIENDA DR
GRACE
WY
NADIA CT
GRACE
WY
MAEVE CT
GOLDEN EAGLE CT
SAN
AUGUSTINE
WY
VINE
HILL
SCHOOL RD
GLE
NWOOD
DR
CASA WY
SANDRAYA HEIGHTS RD
KE
R
R
Y
CT GLENWOOD
DR
ZIN
FAN
DEL
CI
ELDER BERRY CT
SCOTTS VALLEY DR
MEADOW VIEW DR
¯ 0 0.125 0.25
Miles
Project Site
Casa Way Subdivision / APN 023-113-36
Project Site
C0.11" = 60'
COVER SHEET Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F NO CHANGE TO THE GRADING PLAN SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE OWNER OR OWNERS REPRESENTATIVES. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS AND INVERTS OF EXISTING UTILITY PRIOR TO COMMENCEMENT OF WORK AND SHALL NOTIFY OWNER OR OWNERS REPRESENTATIVES OF VARIANCE FROM THOSE SHOWN ON THE PLANS. UNDERGROUND FACILITIES AND UTILITIES HAVE BEEN SHOWN BASED ON RECORD DRAWINGS AND VISIBLE EVIDENCE FOUND IN FIELD. NO WARRANTY IS MADE REGARDING THE COMPLETENESS OR ACCURACY OF SUCH INFORMATION. PRIOR TO CONSTRUCTION, DETERMINE THE EXACT LOCATION OF UNDERGROUND FACILITIES AND UTILITIES, AND PRESERVE SAME FROM DAMAGE. PRIOR TO CONSTRUCTION, VERIFY LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES AT THE CROSSING POINTS WITH PROPOSED UTILITIES. THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVES IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE DRAWINGS AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITION HAS BEEN EVALUATED. CONTACT UNDERGROUND SERVICES ALERT (USA) (1-800-227-2600) TWO (2) WEEKS PRIOR TO DIGGING. REPAIR UNDERGROUND UTILITIES DAMAGED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES ASSOCIATED WITH CONTRACTOR'S FAILURE TO EXACTLY LOCATED AND PRESERVE UNDERGROUND FACILITIES AND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE APPROPRIATE UTILITY COMPANIES AND/OR AGENCIES TO VERIFY THE EXISTENCE AND/OR LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. AND SHALL NOTIFY U.S.A. @ (800) 227-2600 AT LEAST 48-HOURS IN ADVANCE OF EXCAVATION. IF ANY INDICATIONS OF ARCHEOLOGICAL REMIANS ARE ENCOUNTERED DURING GRADING ACTIVITIES FOR ANY DEVELOPMENT WITHIN THE PROJECT SITE, ALL WORK SHALL BE HALTED WITHIN 200 FOOT RADIUS OF THE FIND. OWNER SHALL RETAIN A QUALIFIED ARCHEOLOGIST RETAINED TO DETERMINE THE NATURE OF THE DISCOVERY AND RECOMMEND APPROPRIATE EVALUATION PROCEDURES. CONTRACTOR AGREES THAT HE SHOULD ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED DURING WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. IF THERE ARE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE DESIGN PROFESSIONAL FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN EROSION CONTROL MEASURES AS REQUIRED THROUGHOUT THE LIFE OF THE PROJECT IN CONFORMANCE WITH THE CITY OF SCOTTS VALLEY AND THE ASSOCIATION OF BAY AREA GOVERNMENTS CONTRACTOR TO PROVIDE BACK-UP EROSION PREVENTION MEASURES (SOIL STABILIZATION) WITH SEDIMENT CONTROL MEASURES SUCH AS STRAW WATTLES, SILT FENCE, GRAVEL INLET FILTERS, AND/OR SEDIMENT TRAPS OR BASINS. ENSURE CONTROL MEASURES ARE ADEQUATE, IN PLACE, AND IN OPERABLE CONDITIONS. SEDIMENT CONTROLS, INCLUDING INLET PROTECTION, ARE NECESSARY BUT SHOULD BE A SECONDARY DEFENSE BEHIND GOOD EROSION CONTROL MEASURES. ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED THROUGHOUT THE SEASON. REPLACEMENT SUPPLIES SHOULD BE KEPT ON SITE. SITE INSPECTIONS SHALL BE CONDUCTED BEFORE AND AFTER EACH STORM EVENT, AND EVERY 24 HOURS FOR EXTENDED STORM EVENTS, TO IDENTIFY AREAS THAT CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IF ADDITIONAL MEASURES ARE NEEDED, REVISE THE EROSION CONTROL PLAN AND IMPLEMENT THE MEASURES IMMEDIATELY. DOCUMENT ALL INSPECTION FINDINGS AND ACTIONS TAKEN. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES DURING CONSTRUCTION FOR CONTROL OF STORM WATER RUNOFF (E.G. GRAVEL BAGS AT CATCH BASIN INLETS). CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL SURVEYING AND OR STAKING BY A LICENSED SURVEYOR FOR ALL CONSTRUCTION PURPOSES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THE PLANS CIVILC0.1 - COVER SHEET C0.2 - TENTATIVE MAP C0.3 - ROW & CUT_FILL C1.1 - EXISTING SITE & DEMOLITION PLAN C1.2 - EXISTING SITE & DEMOLITION PLAN C2.1 - SITE ACCESS PLAN C2.2 - SITE IMPROVEMENT PLAN C3.0 - GRADING PLAN INDEX C3.1 - GRADING PLAN C3.2 - GRADING PLAN C3.3 - GRADING PLAN C3.4 - SECTIONS C4.1 - UTILITY PLAN C5.1 - STORMWATER CONTROL PLAN C6.1 - DETAILS C6.2 - DETAILS C6.3 - DETAILS C6.4 - SVWD DETAILS C6.5 - CITY OF SCOTTS VALLEY DETAILS WM DW DW DESCRIPTION PROPOSED EXISTING PROPERTY LINE EASEMENT LINE CENTERLINE CURB AND GUTTER SIDEWALK STANDARD HOODED INLET FIRE HYDRANT STREET LIGHT WATER METER DOMESTIC WATER SERVICE SANITARY SEWER STORM DRAIN SANITARY MANHOLE STORM MANHOLE DRIVEWAY HANDICAP RAMP IRRIGATION METER AND BACK FLOW PREVENTER MONUMENT WELLS AB AGGREGATE BASE AC ASPHALT CONCRETE BFC BOTTOM FACE OF CURB BFP BACK FLOW PREVENTER CONC CONCRETE CB CATCH BASIN CL CENTERLINE CONC CONCRETE DI DROP INLET/DRAINAGE INLET EC EDGE OF CONCRETE EP EDGE OF PAVEMENT EG EXISTING GRADE ER END OF RETURN (E) EXISTING FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK GF GARAGE FINISH FLOOR @ GARAGE DOOR HP HIGH POINT INV INVERT JP JOINT POLE LP LOW POINT MAX MAXIMUM ME MATCH EXISTING MIN MINIMUM NAP NOT A PART NTS NOT TO SCALE P/L PROPERTY LINE PSE PUBLIC SERVICE EASEMENT R/W RIGHT OF WAY SD STORM DRAIN SDMH STORM DRAIN MANHOLE SF SQUARE FEET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE TC TOP OF CURB TYP TYPICAL WV WATER VALVE GRANITE RIDGE PROPERTIES 225 DEMETER ST. EAST PALO ALTO, CA 94303 C2G/CIVIL CONSULTANTS GROUP, INC 4444 SCOTTS VALLEY DRIVE, STE. 6 SCOTTS VALLEY, CA 95066 OFFICE: (831) 438-4420 LIVE OAK ASSOCIATES, INC. 6840 VIA DEL ORO, SUITE 220 SAN JOSE, CA 95119 OFFICE: (669) 699-1198 OFFICE: (408) 224-8300 EARTH SYSTEMS 48511 WARM SPRINGS BLVD., STE. 210 FREMONT, CA 94539 OFFICE: (831) 427-1770 VICINITY MAP SCALE: NTS HWY 17
SCOTTS VALLEY DR. GLEN CANYON RD.
GRACE WAY
SAN AUGUSTINE WAY
NASHUA DR. YORK RD. PROJECT SITE
HACIENDA DR.
HACIENDA DR.
CASA WAY
CASA WAY
SANDRAYA HEIGHTS PROJECT APN: 023-113-36 CURRENT ZONING: R-1-20 PROPOSED ZONING: R-1-20 PROJECT AREA: 5.714 ACRES (248,981 SQ.FT.) MARK GROSS & ASSOCIATES, INC. 8881 RESEARCH DRIVE IRVINE, CA 92618 OFFICE: (949) 387-3800 ALPHA LAND SURVEYORS, INC. 4444 SCOTTS VALLEY DRIVE, SUITE 7 SCOTTS VALLEY, CA 95066 OFFICE: (831) 438-4453 ABBREVIATIONS DEVELOPER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER:BIOOGIST & ARBORIST:ARCHITECT: SURVEYOR: INDEX OF SHEETS: PROPERTY INFORMATION: LEGEND TENTATIVE PLANS FOR THE CASA WAY 9 LOT RESIDENTIAL SUBDIVISION CASA WAY, SCOTTS VALLEY, CALIFORNIA APN: 023-113-36 GENERAL NOTES CONTRACTOR RESPONSIBILITY DISCREPANCIES EROSION CONTROL NOTE CONSTRUCTION SURVEYING / STAKING UNAUTHORIZED CHANGES AND USES SITE PLAN SCALE: 1" = 60' LANDSCAPE L100 - LANDSCAPE PLAN LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8LOT 7 LOT 9
LOT SIZE: 21,034 SQ.FT. LOT SIZE: 22,852 SQ.FT. LOT SIZE: 21,506 SQ.FT. LOT SIZE: 20,293 SQ.FT. LOT SIZE: 20,434 SQ.FT. LOT SIZE: 20,004 SQ.FT. LOT SIZE: 20,053 SQ.FT. LOT SIZE: 20,242 SQ.FT. LOT SIZE: 20,057 SQ.FT. CA "A" 49,228 S.F. 1.130 AC CA "B" 5,496 S.F. 0.126 AC C0.21" = 60'
TENTATIVE
MAP Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF GENERAL LEGEND PRIVATE STORM DRAIN EASEMENT PUBLIC ACCESS EASEMENT (P.A.E.) TRACT BOUNDARY LINE ADJOINING PROPERTY LINE BUILDING SETBACKS PER CURRENT ZONING NEW RESIDENTIAL LOT ID INGRESS/EGRESS & PUE PORTION OF PROPERTY OFFERED FOR DEDICATION TO THE CITY OF SCOTTS VALLEY MAP REFERENCES A. 23-PM-25 B. 108-M-25 C. 108-M-26 D. 68-M-59 E. 44-PM-01 F. 46-PM-23 G. 36-PM-25 H. CR149 I. 52-PM-43 SHUGART PARK WALKWAY & BRIDGES SCOTTS VALLEY PROJECT LOCATION VINE HILL SCHOOL RD SAN AUGUSTINE WAY GLENWOOD DR SCOTTS VALLEY DR 17 GRACE WAY CASA WAY CASA WAY ZINFANDEL CIR VICINITY MAP SCALE: NTS R-1-20 ZONING REQUIREMENTS FRONT : 30 FT SIDE YARD : 10% OF LOT WIDTH WITH A MAXIMUM OF 10 FEET REAR : 15 FT LOT FRONTAGE: 60 FT MIN. MAX. LOT COVERAGE: 50% OF THE LOT MIN. LOT SIZE: 20,000 SQ FT OWNERS / SUBDIVIDER: GRANITE RIDGE PROPERTIES 225 DEMETER STREET EAST PALO ALTO, CA 94303 408.799.7395 CIVIL ENGINEER: CIVIL CONSULTANTS GROUP, C2G INC. 4444 SCOTTS VALLEY DRIVE, SUITE 6 SCOTTS VALLEY, CA 95066 SURVEYOR ALPHA SURVEY 4444 SCOTTS VALLEY DRIVE SCOTTS VALLEY, CA 95066 831.438.4420 EXISTING USE: - EXISTING ZONING: R-1-20 (SINGLE-FAMILY RESIDENTIAL / 20,000 SQ. FT. LOTS) PROPOSED USE: RESIDENTIAL PROPOSED ZONING: R-1-20 (SAME AS EXISTING) SANDRAYA HIGHTS HACIENDA DR
C0.31" = 50'
RIGHT-OF-WAY LAYOUT &
CUT & FILL ANALYSIS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F Scale: 1":50' CUT & FILL ANALYSIS
2 Scale: 1":50' RIGHT-OF-WAY COMPARISON
1 LEGEND EXISTING RIGHT OF WAY OFFERED FOR DEDICATION IN PARCEL MAP 46PM23 PER SANTA CRUZ COUNTY RECORDER'S OFFICE. RIGHT OF WAY TO BE VACATED. PROPOSED RIGHT OF WAY OFFERED FOR DEDICATION TO THE CITY OF SCOTTS VALLEY. NOTE: THE EARTHWORK QUANTITIES SHOWN HEREON ARE EXCLUSIVE OF WALL FOOTINGS, EXISTING PAVEMENT REMOVAL AND OVER EXCAVATION AND RECOMPACTION, UTILITY TRENCH SPOILS & SOIL EXPANSION AND CONTRACTION FACTORS. ITEM DESCRIPTION CUT (cu.yds) FILL (cu.yds) 1 EG VS. FG 2,550 9,800 NET VOLUME 7,250 CU.YDS. OF FILL THE ABOVE QUANTITIES ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE NECESSARY CUT AND FILL TO ACCOMPLISH FINISH GRADE SHOWN ON THESE PLANS. EARTHWORK QUANTITIES
C1.11" = 30'
EXISTING SITE &
DEMOLITION PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF
MATCHLINE - SEE SHEET C1.2 ATTACH SIGN TO POST FENCE MATERIAL: ORANGE UV RESISTANT HIGH TENSILE STRENGTH POLYETHYLENE LAMINAR BARRICADE FABRIC
DRIP LINE
EDGE OF DISTURBED AREA Scale: NTS TREE PROTECTION 1 GRADE NOTES: 1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING. 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON PLANS PRIOR TO START OF CONSTRUCTION. 3. SPACE TREE PROTECTION ZONE SIGNS AT A MINIMUM OF ONE EVERY 30 FEET. SIGN MUST BE A MINIMUM OF 2'X2' AND BE VISIBLE FROM BOTH SIDES OF THE FENCE. SIGN SHALL READ "TREE PROTECTION ZONE, KEEP OUT", IN BOTH ENGLISH AND SPANISH. 4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE TREE PROTECTION ZONE. 5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. TREE PROTECTION ZONE KEEP OUT TREE REMOVAL SCHEDULE DEMOLITION & SITE PREPARATION NOTES: THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL ALSO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITE IMPROVEMENTS. REFER TO PLANS TO DETERMINE EXCAVATION, DEMOLITION AND TO DETERMINE THE LOCATION OF THE PROPOSED SITE IMPROVEMENTS. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE OWNER RETAINS ANY MATERIAL THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL COST. UNLESS SPECIFICALLY NOTED TO BE SAVED / STOCKPILED (R&S) OR REUSED / RELOCATED (R&R), ALL SITE FEATURES CALLED FOR REMOVAL SHALL BE REMOVED WITH THEIR FOOTINGS, ATTACHMENTS, BASE MATERIAL, ETC, TRANSPORTED FROM THE SITE TO BE DISPOSED OF IN A LAWFUL MANNER AT AN ACCEPTABLE DISPOSAL SITE AND AT NO COST TO THE OWNER. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF GRADING AND BACKFILL AND SHALL TAKE WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL MATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. IT SHALL BE THE CONTRACTOR'S OPTION, WITH CONCURRENCE OF THE OWNER, TO REUSE EXISTING GRAVEL IF IT MEETS THE REQUIREMENTS OF THE SPECIFICATIONS FOR GRAVEL BORROW. ALL ITEMS CALLED FOR REMOVAL SHALL BE REMOVED TO FULL DEPTH INCLUDING ALL FOOTINGS, FOUNDATIONS, AND OTHER APPURTENANCES, EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 'CLEAR AND GRUB VEGETATION' SHALL INCLUDE REMOVAL OF GRASS, SHRUBS, AND UNDERBRUSH, REMOVAL OF ROOTS, ROUGH GRADING, INSTALLATION OF LOAM (IF APPLICABLE), FINE GRADING, SEEDING AND TURF ESTABLISHMENT BY THE CONTRACTOR. TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED MATERIALS AND EQUIPMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRIP & STORE EXISTING TOPSOIL FOR LATER REUSE WHERE APPROPRIATE, AND AS NOTED ON PLAN, WITH APPROPRIATE EROSION AND SEDIMENT CONTROLS. LOAM / TOP SOIL DESIGNATED FOR REUSE AS GENERAL FILL SHALL BE BLENDED WITH SUITABLE BORROW MATERIAL AS SPECIFIED. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN, CONTRACTOR SHALL INSTALL TREE PROTECTION BARRIER AFTER CLEARING UNDERBRUSH AND TAKE DUE CARE TO PREVENT INJURY TO TREES DURING CLEARING OPERATIONS. UNDERGROUND NOTES 1. ALL EXISTING UTILITIES WITHIN THE DEMOLITION AREA SHALL BE PROTECTED IN PLACE. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES. DAMAGE DONE TO ANY EXISTING UTILITIES NOTED OR OTHERWISE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 3. STORMDRAIN PIPE SHALL BE SDR-26 P.V.C., A.D.S. N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE OR APPROVED SUBSTITUTE, OR AS NOTED ON PLAN. ALL DRAINAGE PIPE SHALL BE SHIPPED, STORED, AND INSTALLED PER THE PIPE MANUFACTURER'S RECOMMENDATIONS. 4. ALL CONCRETE DRAINAGE INLETS CALLED OUT ON THE PLANS SHALL BE CHRISTY BRAND PRECAST CONCRETE OR EQUIVALENT. ALL STRUCTURES SHALL BE STORED, HANDLED, AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. ALL GRATES IN PAVEMENT AREAS SHALL BE ADA COMPLIANT. 5. ALL CONCRETE DRAINAGE INLETS CALLED OUT ON THE PLANS SHALL HAVE A HEAVY RATED FRAME WITH A ADA COMPLIANT GRATE. CATCH BASINS THAT HAVE SILT AND GREASE TRAPS SHALL BE INCLUDED IN THE PROJECT MONITORING AND MAINTENANCE PLAN. 6. JETTING OF BACKFILL MATERIALS TO ACHIEVE COMPACTION IS NOT ALLOWED. 7. ANY EXISTING UTILITIES THAT ARE REQUIRED TO BE RELOCATED AS A PART OF THIS CONSTRUCTION SHALL BE RELOCATED AT THE NOTE: PER THE PROJECT ARBORIST REPORT 39 REES IDENTIFIED IN DEVELOPER'S EXPENSE. THE TABLE ABOVE ARE CONSIDERED "PROTECTED". REFER TO SHEET L100 FOR THE 2:1 TREE REPLACEMENT REQUIREMENT. GENERAL NOTES: 1. PROPERTY AND EASEMENT LINES SHOWN ON THIS EXHIBIT ARE APPROXIMATE AND ARE NOT FOR THE USE SUBDIVIDING AND/OR DEVELOPING. 2. BOUNDARY SURVEY HAS NOT BEEN CONDUCTED 3. CONTOUR INTERVAL = 2' 4. CONTOURS HAVE BEEN PROVIDED BY DRONE AERIAL SURVEY 5. BOUNDARY INFORMATION PROVIDED IS FROM RECORDED DOCUMENT 46M23 FROM THE SANTA CRUZ COUNTY RECORDER'S OFFICE GROUND COVER LEGEND: ARROYO WILLOW WOODLAND AREA COAST LIVE OAK WOODLAND COYOTE BRUSH SCRUB REFER TO PAGE 12 OF THE CASA WAY / SANDRAYA HEIGHTS ROAD PROPERTY BIOLOGICAL EVALUATION REPORT FOR MORE INFORMATION. SHEET NOTES: 1. REMOVE ASPHALT SECTION 2. SAWCUT (E) AC PAVEMENT 3. REMOVE PORTION OF (E) ROLLED CURB & GUTTER 4. REMOVE PORTION OF (E) 24" RCP STORM PIPE 5. REMOVE (E) CONCRETE HEADWALL 0.00229 A I L S = AVERAGE SLOPE I = CONTOUR INTERVAL IN FEET L = COMB. LENGTH OF CONTOUR LINES WITHIN PARCEL A = AREA OF THE PARCEL TO BE SUBDIVIDED (IN ACRES) S = 8.84% I = 2 FOOT INTERVAL L = 9,947 A = 5.715 ACRES S = 0.00229 5.715 (2) (9,947) AVERAGE SLOPE CALCULATION (PER SV HILLSIDE RESIDENTIAL REGULATIONS) LEGEND: EXISTING TREES TO REMAIN. CONTRACTOR SHALL INSTALL TREE PROTECTIVE FENCING. Tree ID Trunk Size Circumfrance Deescription (inches) Diameter (inches) 101 67.5 21 Coast Live Oak 102 54.3 17 Coast Live Oak 103 28.3 9 Coast Live Oak 104 20.1 6 Coast Live Oak 107 40.5 13 N. Calif. Balck Walnut QUD 108 78.8 25 Coast Live Oak 109 30.8 10 N. Calif. Balck Walnut QUD 110 31.1 10 Coast Live Oak 111 30.1 10 Coast Live Oak 118 17.6 6 Coast Live Oak 119 27.6 9 Coast Live Oak 120 19.8 6 Coast Live Oak 121 18.2 6 Coast Live Oak 122 31.4 10 Coast Live Oak 123 22 7 Coast Live Oak 126 20.4 6 Coast Live Oak 127 21 7 Coast Live Oak 128 66.6 21 Coast Live Oak 129 29.5 9 Coast Live Oak 130 29.2 9 Coast Live Oak 131 20.4 6 Coast Live Oak 132 52.8 17 Coast Live Oak 133 55.6 18 Coast Live Oak 134 60.6 19 Coast Live Oak 139 57.8 18 Coast Live Oak 147 29.2 9 Cherry Plum 155 14.1 4 Box Elder 157 22.6 7 Coast Live Oak 159 36.1 11 Arroyo Willo 160 25.4 8 Arroyo Willo 161 17.3 6 Arroyo Willo 162 37.7 12 Arroyo Willo 165 26.7 9 Arroyo Willo 166 17.3 6 Arroyo Willo 171 47.4 15 Coast Live Oak 175 26.4 8 Coast Live Oak 176 29.8 9 Coast Live Oak 177 22.3 7 Coast Live Oak 178 34.5 11 Coast Live Oak 179 28.6 9 Coast Live Oak 180 28.3 9 Coast Live Oak 181 21 7 Coast Live Oak 182 29.8 9 Coast Live Oak 189 24.5 8 Coast Live Oak 190 24.5 8 Coast Live Oak 191 29.8 9 Coast Live Oak 192 20.1 6 Coast Live Oak 197 60.9 19 Coast Live Oak 199 178 57 Monterey Cypress 200 57.1 18 Coast Live Oak 204 25.4 8 Coast Live Oak 205 31.1 10 Common Pear N/A 12.6 4 Coast Live Oak N/A 12.6 4 Coast Live Oak N/A 12.6 4 Coast Live Oak N/A 12.6 4 Coast Live Oak N/A 9.4 3 Coast Live Oak N/A 9.4 3 Coast Live Oak N/A 9.4 3 Coast Live Oak N/A 18.8 6 Tree
C1.21" = 30'
EXISTING SITE &
DEMOLITION PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF
MATCHLINE - SEE SHEET C1.2 GENERAL NOTES: 1. PROPERTY AND EASEMENT LINES SHOWN ON THIS EXHIBIT ARE APPROXIMATE AND ARE NOT FOR THE USE SUBDIVIDING AND/OR DEVELOPING. 2. BOUNDARY SURVEY HAS NOT BEEN CONDUCTED 3. CONTOUR INTERVAL = 2' 4. CONTOURS HAVE BEEN PROVIDED BY DRONE AERIAL SURVEY 5. BOUNDARY INFORMATION PROVIDED IS FROM RECORDED DOCUMENT 46M23 FROM THE SANTA CRUZ COUNTY RECORDER'S OFFICE GROUND COVER LEGEND: ARROYO WILLOW WOODLAND AREA COAST LIVE OAK WOODLAND COYOTE BRUSH SCRUB ATTACH SIGN TO POST FENCE MATERIAL: ORANGE UV RESISTANT HIGH TENSILE STRENGTH POLYETHYLENE LAMINAR BARRICADE FABRIC
DRIP LINE
EDGE OF DISTURBED AREA Scale: NTS TREE PROTECTION 1 GRADE NOTES: 1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING. 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON PLANS PRIOR TO START OF CONSTRUCTION. 3. SPACE TREE PROTECTION ZONE SIGNS AT A MINIMUM OF ONE EVERY 30 FEET. SIGN MUST BE A MINIMUM OF 2'X2' AND BE VISIBLE FROM BOTH SIDES OF THE FENCE. SIGN SHALL READ "TREE PROTECTION ZONE, KEEP OUT", IN BOTH ENGLISH AND SPANISH. 4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE TREE PROTECTION ZONE. 5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. TREE PROTECTION ZONE KEEP OUT REFER TO PAGE 12 OF THE CASA WAY / SANDRAYA HEIGHTS ROAD PROPERTY BIOLOGICAL EVALUATION REPORT FOR MORE INFORMATION. SHEET NOTES: 1. REMOVE (E) CONCRETE DRAINAGE CHANNEL 2. REMOVE (E) 15"∅ CMP PIPE 3. REMOVE (E) ASPHALT 4. SAWCUT (E) AC PAVEMENT 5. REMOVE (E) STORM INLET 0.00229 A I L S = AVERAGE SLOPE I = CONTOUR INTERVAL IN FEET L = COMB. LENGTH OF CONTOUR LINES WITHIN PARCEL A = AREA OF THE PARCEL TO BE SUBDIVIDED (IN ACRES) S = 8.84% I = 2 FOOT INTERVAL L = 9,947 A = 5.715 ACRES S = 0.00229 5.715 (2) (9,947) AVERAGE SLOPE CALCULATION (PER SV HILLSIDE RESIDENTIAL REGULATIONS) TREE REMOVAL SCHEDULE DEMOLITION & SITE PREPARATION NOTES: THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL ALSO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITE IMPROVEMENTS. REFER TO PLANS TO DETERMINE EXCAVATION, DEMOLITION AND TO DETERMINE THE LOCATION OF THE PROPOSED SITE IMPROVEMENTS. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE OWNER RETAINS ANY MATERIAL THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL COST. UNLESS SPECIFICALLY NOTED TO BE SAVED / STOCKPILED (R&S) OR REUSED / RELOCATED (R&R), ALL SITE FEATURES CALLED FOR REMOVAL SHALL BE REMOVED WITH THEIR FOOTINGS, ATTACHMENTS, BASE MATERIAL, ETC, TRANSPORTED FROM THE SITE TO BE DISPOSED OF IN A LAWFUL MANNER AT AN ACCEPTABLE DISPOSAL SITE AND AT NO COST TO THE OWNER. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF GRADING AND BACKFILL AND SHALL TAKE WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL MATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. IT SHALL BE THE CONTRACTOR'S OPTION, WITH CONCURRENCE OF THE OWNER, TO REUSE EXISTING GRAVEL IF IT MEETS THE REQUIREMENTS OF THE SPECIFICATIONS FOR GRAVEL BORROW. ALL ITEMS CALLED FOR REMOVAL SHALL BE REMOVED TO FULL DEPTH INCLUDING ALL FOOTINGS, FOUNDATIONS, AND OTHER APPURTENANCES, EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 'CLEAR AND GRUB VEGETATION' SHALL INCLUDE REMOVAL OF GRASS, SHRUBS, AND UNDERBRUSH, REMOVAL OF ROOTS, ROUGH GRADING, INSTALLATION OF LOAM (IF APPLICABLE), FINE GRADING, SEEDING AND TURF ESTABLISHMENT BY THE CONTRACTOR. TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED MATERIALS AND EQUIPMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRIP & STORE EXISTING TOPSOIL FOR LATER REUSE WHERE APPROPRIATE, AND AS NOTED ON PLAN, WITH APPROPRIATE EROSION AND SEDIMENT CONTROLS. LOAM / TOP SOIL DESIGNATED FOR REUSE AS GENERAL FILL SHALL BE BLENDED WITH SUITABLE BORROW MATERIAL AS SPECIFIED. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN, CONTRACTOR SHALL INSTALL TREE PROTECTION BARRIER AFTER CLEARING UNDERBRUSH AND TAKE DUE CARE TO PREVENT INJURY TO TREES DURING CLEARING OPERATIONS. UNDERGROUND NOTES 1. ALL EXISTING UTILITIES WITHIN THE DEMOLITION AREA SHALL BE PROTECTED IN PLACE. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES. DAMAGE DONE TO ANY EXISTING UTILITIES NOTED OR OTHERWISE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 3. STORMDRAIN PIPE SHALL BE SDR-26 P.V.C., A.D.S. N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE OR APPROVED SUBSTITUTE, OR AS NOTED ON PLAN. ALL DRAINAGE PIPE SHALL BE SHIPPED, STORED, AND INSTALLED PER THE PIPE MANUFACTURER'S RECOMMENDATIONS. 4. ALL CONCRETE DRAINAGE INLETS CALLED OUT ON THE PLANS SHALL BE CHRISTY BRAND PRECAST CONCRETE OR EQUIVALENT. ALL STRUCTURES SHALL BE STORED, HANDLED, AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. ALL GRATES IN PAVEMENT AREAS SHALL BE ADA COMPLIANT. 5. ALL CONCRETE DRAINAGE INLETS CALLED OUT ON THE PLANS SHALL HAVE A HEAVY RATED FRAME WITH A ADA COMPLIANT GRATE. CATCH BASINS THAT HAVE SILT AND GREASE TRAPS SHALL BE INCLUDED IN THE PROJECT MONITORING AND MAINTENANCE PLAN. 6. JETTING OF BACKFILL MATERIALS TO ACHIEVE COMPACTION IS NOT ALLOWED. 7. ANY EXISTING UTILITIES THAT ARE REQUIRED TO BE RELOCATED AS A PART OF THIS CONSTRUCTION SHALL BE RELOCATED AT THE DEVELOPER'S EXPENSE. LEGEND: EXISTING TREES TO REMAIN. CONTRACTOR SHALL INSTALL TREE PROTECTIVE FENCING. NOTE: PER THE PROJECT ARBORIST REPORT 39 REES IDENTIFIED IN THE TABLE ABOVE ARE CONSIDERED "PROTECTED". REFER TO SHEET L100 FOR THE 2:1 TREE REPLACEMENT REQUIREMENT. REMOVE (E) WOOD FENCE REMOVE PORTION OF (E) CONCRETE REMOVE 3" OLIVE TREES (TYP OF 5) REMOVE PORTION OF (E) WOOD FENCE/GATE REMOVE WOOD HEADER SAWCUT (E) CONCRETE (E) STORM DRAIN LINE TO REMAIN Tree ID Trunk Size Circumfrance Deescription (inches) Diameter (inches) 101 67.5 21 Coast Live Oak 102 54.3 17 Coast Live Oak 103 28.3 9 Coast Live Oak 104 20.1 6 Coast Live Oak 107 40.5 13 N. Calif. Balck Walnut QUD 108 78.8 25 Coast Live Oak 109 30.8 10 N. Calif. Balck Walnut QUD 110 31.1 10 Coast Live Oak 111 30.1 10 Coast Live Oak 118 17.6 6 Coast Live Oak 119 27.6 9 Coast Live Oak 120 19.8 6 Coast Live Oak 121 18.2 6 Coast Live Oak 122 31.4 10 Coast Live Oak 123 22 7 Coast Live Oak 126 20.4 6 Coast Live Oak 127 21 7 Coast Live Oak 128 66.6 21 Coast Live Oak 129 29.5 9 Coast Live Oak 130 29.2 9 Coast Live Oak 131 20.4 6 Coast Live Oak 132 52.8 17 Coast Live Oak 133 55.6 18 Coast Live Oak 134 60.6 19 Coast Live Oak 139 57.8 18 Coast Live Oak 147 29.2 9 Cherry Plum 155 14.1 4 Box Elder 157 22.6 7 Coast Live Oak 159 36.1 11 Arroyo Willo 160 25.4 8 Arroyo Willo 161 17.3 6 Arroyo Willo 162 37.7 12 Arroyo Willo 165 26.7 9 Arroyo Willo 166 17.3 6 Arroyo Willo 171 47.4 15 Coast Live Oak 175 26.4 8 Coast Live Oak 176 29.8 9 Coast Live Oak 177 22.3 7 Coast Live Oak 178 34.5 11 Coast Live Oak 179 28.6 9 Coast Live Oak 180 28.3 9 Coast Live Oak 181 21 7 Coast Live Oak 182 29.8 9 Coast Live Oak 189 24.5 8 Coast Live Oak 190 24.5 8 Coast Live Oak 191 29.8 9 Coast Live Oak 192 20.1 6 Coast Live Oak 197 60.9 19 Coast Live Oak 199 178 57 Monterey Cypress 200 57.1 18 Coast Live Oak 204 25.4 8 Coast Live Oak 205 31.1 10 Common Pear N/A 12.6 4 Coast Live Oak N/A 12.6 4 Coast Live Oak N/A 12.6 4 Coast Live Oak N/A 12.6 4 Coast Live Oak N/A 9.4 3 Coast Live Oak N/A 9.4 3 Coast Live Oak N/A 9.4 3 Coast Live Oak N/A 18.8 6 Tree
C2.11" = 60'
SITE ACCESS PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F LEGEND PROPOSED PUBLIC PEDESTRIAN ACCESS PROPOSED EVA PROPERTY LINE EVA ONLY Scale: 1:20 SIGHT TRIANGLE EXHIBIT 2 DRIVEWAY SITE TRIANGLE. AREA SHALL HAVE NO STRUCTURES AND/OR LANDSCAPING GREATER THAN 36" IN HEIGHT. (TYP) PROPOSED STOP BAR PROPOSED STOP SIGN 115 FT LENGTH OF SIGHT TRIANGLE FOR 25 MPH PER EXHIBIT 9-51, AASHTO STANDARDS (TYP). AREA SHALL HAVE NO STRUCTURES AND/OR LANDSCAPING GREATER THAN 36" IN HEIGHT. (TYP) Scale: 1:60 SITE ACCESS EXHIBIT1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
2C3.4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 ENLARGED PLAN FOR FIRE TURN AROUND C2.21" = 40'
SITE IMPROVEMENT
PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF PAVING LEGEND GRIND AND OVERLAY MAIN DRIVE - AC PAVEMENT SECTION CONCRETE SIDEWALK CONCRETE DRIVEWAY EXISTING AC TO REMAIN BIORETENTION CURBING AND MISC ITEMS LEGEND TYPE "A" CURB & GUTTER TYPE "B" CURB TYPE "C" CURB PROPERTY LINE RETAINING WALL IMPROVEMENT NOTES TYPE "A" CURB & GUTTER - SEE DETAIL 1, SHEET C6.1 TYPE "B" ROLLED CURB & GUTTER - SEE DETAIL 1, SHEET C6.1 TYPE "C" VERTICAL CURB - SEE DETAIL 1, SHEET C6.1 ASPHALT CONCRETE SEE DETAIL 4, SHEET C6.1 VALLEY GUTTER - SEE DETAIL 1, SHEET C6.1 WOOD HEADER - SEE DETAIL 7, SHEET C8.1 CONCRETE SIDEWALK - SEE DETAIL 6, SHEET C6.1 VEHICULAR CONCRETE SECTION - SEE DETAIL 5, SHEET C6.1 REMOVABLE BOLLARDS - SEE DETAIL 9, SHEET C6.1 BIORETENTION SITE RETAINING WALL - SEE DETAIL 8, SHEET C6.1 STORM WATER CHAMBERS. SEE DETAIL 8, SHEET C6.2 MATCH AC @ AC SAWCUT INSTALL CONCRETE DRIVEWAY APRON CROSSWALK PAVEMENT MARKING (WHITE) INSTALL (N) 6' HIGH WOOD FENCE MATCH CONCRETE SIDEWALK ELEVATION INSTALL SIGN STATING "DEAD END" CURB TYPE TRANSITION PARALLEL PARKING PAVEMENT MARKING INSTALL DRIVEWAY FOR NEIGHBOR. INSTALL VEHICULAR CONCRETE SECTION - SEE DETAIL 5, SHEET C6.1. TEMPORARY CONSTRUCTION EASEMENT SHALL BE OBTAINED PRIOR TO CONSTRUCTION TURF BLOCK (GRASS PAVERS). REFER TO DETAIL 2 SHEET C6.3 NOTE: AS A RESULT OF THE COMMUNITY OUTREACH MEETING THE ACCESS ROAD CONNECTED TO GRACE WAY SHALL NOT BE ACCESSIBLE TO THE PUBLIC BUT ONLY FOR EVA ACCESS.
MATCHLINE - SEE BELOW, LEFT
MATCHLINE - SEE ABOVE, RIGHT Scale: 1" = 10' FIRE TRUCK TURNAROUND 1 169 GLENWOOD DR. SCOTTS VALLEY FIRE STATION 161 GLENWOOD DR. (E) EDGE OF PAVEMENT (N) PL (N) PL
SEE C3.1 SEE C3.2 SEE C3.3 C3.01" = 50'
GRADING PLAN INDEX Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F 1. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED TO
A DEPTH TO BE DETERMINED BY THE SOILS ENGINEER. ANY (E) A.C. OR P.C.C. PAVING SHALL BE SCARIFIED & REMOVED
& SUBGRADE PREPARED
& COMPACTED AS SHOWN IN THESE PLANS. 2. ALL MATERIAL TO BE USED AS FILL WITHIN BUILDING PAD AREAS & PARKING OR DRIVEWAY AREAS TO BE FREE OF ALL VEGETATION & FOREIGN MATTER AND SHALL BE APPROVED BY THE SOILS ENGINEER. 3. ALL BUILDING PADS TO BE COMPACTED TO 95% RELATIVE COMPACTION; DRIVEWAY & STREET AREAS TO BE COMPACTED TO 95% RELATIVE COMPACTION PER ASTM D1557-91. 4. BUILDING PADS TO BE LEVEL SIDE-TO-SIDE, FRONT-TO-REAR, UNLESS OTHERWISE SHOWN. 5. STRIPPINGS MAY BE PLACED IN PLANTING AREAS; ALL EXCESS STRIPPING SHALL BE HAULED OFF. PAVING DEBRIS SHALL BE HAULED OFF TO AN APPROVED DISPOSAL SITE. 6. ALL WORK SHOWN OR NOTED IN THESE PLANS SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER, ALL LOCAL, STATE AND FEDERAL MINIMUM STANDARDS AND THE LATEST ADDITION OF THE UNIFORM BUILDING CODE. 7. CONTRACTOR SHALL PROTECT ALL EXISTING SITE IMPROVEMENTS NOT IDENTIFIED FOR REMOVAL DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE TO NEW CONDITION AT THEIR EXPENSE. 8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, SITE DIMENSIONS AND GRADES PRIOR TO THE START OF CONSTRUCTION. 9. ALL GRADING AND RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD REQUIREMENTS OF THE CITY OF SANTA CRUZ AND THE PROJECT'S CONDITIONS OF APPROVAL. 10. GRADING SLOPES FOR BOTH CUT AND FILL SHALL NOT EXCEED 2(H):1(V) UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER 11. ALL SOFTSCAPE GRADES ADJACENT TO (N) BUILDINGS SHALL BE 8" (MIN.) BELOW FINISH FLOOR. 12. CONTRACTOR SHALL GRADE TO ENSURE DRAINAGE FLOWS AWAY FROM NEW BUILDINGS GENERAL GRADING NOTES AB AGGREGATE BASE AC ASPHALT CONCRETE B/ BOTTOM OF ... BLDG BUILDING BS BOTTOM OF STAIR BW BACK OF WALK CONC CONCRETE DWY DRIVEWAY EC EDGE OF CONCRETE EP EDGE OF PAVEMENT EL ELEVATION FF FINISH FLOOR FL FLOWLINE G GROUND HP HIGH POINT INV INVERT ELEVATION LP LOW POINT NG NATURAL GROUND P.O.T. PATH OF TRAVEL PL PROPERTY LINE PVR PERVIOUS PAVER SD STORM DRAIN SDAD STORM DRAIN AREA DRAIN SDDI STORM DRAIN DROP INLET SDMH STORM DRAIN MANHOLE T/ TOP OF ... TG TOP OF GRATE TS TOP OF STAIR TW TOP OF WALL UG UNDERGROUND W/ WITH ABBREVIATIONS LEGEND PERFORATED PIPE STORM DRAIN PIPE PORTION OF (E) STORM DRAIN PIPE TO REMAIN STORM DRAIN INLET STORM DRAIN MANHOLE 250 GRADING CONTOUR EXISTING CONTOUR RETAINING WALL NOTE: THE EARTHWORK QUANTITIES SHOWN HEREON ARE EXCLUSIVE OF WALL FOOTINGS, EXISTING PAVEMENT REMOVAL AND OVER EXCAVATION AND RECOMPACTION, UTILITY TRENCH SPOILS & SOIL EXPANSION AND CONTRACTION FACTORS. ITEM DESCRIPTION CUT (cu.yds) FILL (cu.yds) 1 EG VS. FG 2,550 9,800 NET VOLUME 7,250 CU.YDS. OF FILL THE ABOVE QUANTITIES ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE NECESSARY CUT AND FILL TO ACCOMPLISH FINISH GRADE SHOWN ON THESE PLANS. EARTHWORK QUANTITIES
C3.11" = 20'
GRADING PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F STORM DRAIN PIPE DATA 1. 611 LF OF 15"
∅ HDPE SD PIPE @ X.XX% SLOPE 2. 122 LF OF 8"
∅ HDPE SD PIPE @ X.XX% SLOPE 3. 252 LF OF 8"
∅ HDPE SD PIPE @ X.XX% SLOPE 4. 67 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 5. 52 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 6. 60 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 7. 64 LF OF 4"∅ HDPE SD PIPE @ X.XX% SLOPE 8. 78 LF OF 6" ∅ HDPE SD PIPE @ X.XX% SLOPE 9. 65 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 10. 100 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 11. 56 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 12. 32 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 13. 58 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 14. 69 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 15. 35 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 16. 111 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 17. 92 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 18. 52 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 19. 76 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 20. 34 LF OF 4"∅ HDPE SD PIPE @ X.XX% SLOPE 21. 102 LF OF 6" ∅ HDPE SD PIPE @ X.XX% SLOPE 22. 63 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 23. 4"
∅ STORM DRAIN LATERAL @ 2% MIN SLOPE (LENGTH VARIES) AB AGGREGATE BASE AC ASPHALT CONCRETE B/ BOTTOM OF ... BLDG BUILDING BS BOTTOM OF STAIR BW BACK OF WALK CONC CONCRETE DWY DRIVEWAY EC EDGE OF CONCRETE EP EDGE OF PAVEMENT EL ELEVATION FF FINISH FLOOR FL FLOWLINE G GROUND HP HIGH POINT INV INVERT ELEVATION LP LOW POINT NG NATURAL GROUND P.O.T. PATH OF TRAVEL PL PROPERTY LINE PVR PERVIOUS PAVER SD STORM DRAIN SDAD STORM DRAIN AREA DRAIN SDDI STORM DRAIN DROP INLET SDMH STORM DRAIN MANHOLE T/ TOP OF ... TG TOP OF GRATE TS TOP OF STAIR TW TOP OF WALL UG UNDERGROUND W/ WITH ABBREVIATIONS LEGEND PERFORATED PIPE STORM DRAIN PIPE PORTION OF (E) STORM DRAIN PIPE TO REMAIN STORM DRAIN INLET STORM DRAIN MANHOLE 250 GRADING CONTOUR EXISTING CONTOUR RETAINING WALL
MATCHLINE - SEE SHEET C3.2 PIPE CONTINUES ONTO SHEET C3.2 BIORETENTION PER DETAIL 6, SHEET C6.2 10" AREA DRAIN PER DETAILS 3 & 4, SHEET C6.2 CLEANOUT PER DETAIL 7, SHEET C6.2 BLOCK RETAINING WALL PER DETAIL 8, SHEET C6.1 STORM DRAIN NOTES: TREE TO BE REMOVED UNIT 1 PAD=719.00 UNIT 2 PAD=713.00 UNIT 1 PAD=701.00 PIPE CONTINUES ONTO SHEET C3.2 TYPE: RIM= INV=SDDI #1 U23 723.66 720.66 TYPE: RIM= INV=SDDI #2 V64 706.46 703.46 TYPE: RIM= INV=SDDI #3 V64 713.86 710.86 TYPE: RIM= INV=SDDI #4 V64 705.92 702.92 TYPE: RIM= INV=SDDI #5 V64 692.52 689.52
C3.21" = 20'
GRADING PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F
MATCHLINE - SEE SHEET C3.1
MATCHLINE - SEE SHEET C3.3 PIPE CALLED OUT ON SHEET C3.1 PIPE CONTINUES ONTO SHEET C3.3 STORM DRAIN PIPE DATA 1. 37 LF OF 15" ∅ HDPE SD PIPE @ X.XX% SLOPE 2. 514 LF OF 10"
∅ HDPE SD PIPE @ X.XX% SLOPE 3. 50 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 4. 12 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 5. 21 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 6. 56 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 7. 32 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 8. 64 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 9. 50 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 10. 71 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 11. 110 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 12. 27 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 13. 44 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 14. 62 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 15. 57 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 16. 72 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 17. 116 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 18. 102 LF OF 6"∅ HDPE SD PIPE @ X.XX% SLOPE 19. 64 LF OF 4" ∅ HDPE SD PIPE @ X.XX% SLOPE 20. 106 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 21. 57 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 22. 85 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 23. 81 LF OF 6"∅ HDPE SD PIPE @ X.XX% SLOPE 24. 20 LF OF 6" ∅ HDPE SD PIPE @ X.XX% SLOPE 25. 4"
∅ STORM DARIN LATERAL @ 2% MIN SLOPE (LENGTH VARIES) AB AGGREGATE BASE AC ASPHALT CONCRETE B/ BOTTOM OF ... BLDG BUILDING BS BOTTOM OF STAIR BW BACK OF WALK CONC CONCRETE DWY DRIVEWAY EC EDGE OF CONCRETE EP EDGE OF PAVEMENT EL ELEVATION FF FINISH FLOOR FL FLOWLINE G GROUND HP HIGH POINT INV INVERT ELEVATION LP LOW POINT NG NATURAL GROUND P.O.T. PATH OF TRAVEL PL PROPERTY LINE PVR PERVIOUS PAVER SD STORM DRAIN SDAD STORM DRAIN AREA DRAIN SDDI STORM DRAIN DROP INLET SDMH STORM DRAIN MANHOLE T/ TOP OF ... TG TOP OF GRATE TS TOP OF STAIR TW TOP OF WALL UG UNDERGROUND W/ WITH ABBREVIATIONS LEGEND PERFORATED PIPE STORM DRAIN PIPE PORTION OF (E) STORM DRAIN PIPE TO REMAIN STORM DRAIN INLET STORM DRAIN MANHOLE 250 GRADING CONTOUR EXISTING CONTOUR RETAINING WALL BIORETENTION PER DETAIL 6, SHEET C6.2 10" AREA DRAIN PER DETAILS 3 & 4, SHEET C6.2 CLEANOUT PER DETAIL 7, SHEET C6.2 BLOCK RETAINING WALL PER DETAIL 8, SHEET C6.1 STORM DRAIN NOTES: TREE TO BE REMOVED UNIT 1 PAD=691.00 UNIT 1 PAD=675.00 UNIT 1 PAD=669.00 TYPE: RIM= INV= 3U43 676.50 XX PIPE CALLED OUT ON SHEET C3.1 PIPE CONTINUES ONTO SHEET C3.3 TYPE: RIM= INV=SDDI #1 U23 682.73 679.73 TYPE: RIM= INV=SDDI #2 U23 679.10 676.10 TYPE: RIM= INV=SDMH #1 48" 673.00 670.00 TYPE: RIM= INV=SDDI #5 V64 680.79 677.79 TYPE: RIM= INV=SDDI #6 V64 673.00 670.00 TYPE: RIM= INV=SDDI #7 V64 665.91 662.91 TYPE: RIM= INV=SDDI #4 V64 666.93 663.93
C3.31" = 20'
GRADING PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F
MATCHLINE - SEE SHEET C3.2 AB AGGREGATE BASE AC ASPHALT CONCRETE B/ BOTTOM OF ... BLDG BUILDING BS BOTTOM OF STAIR BW BACK OF WALK CONC CONCRETE DWY DRIVEWAY EC EDGE OF CONCRETE EP EDGE OF PAVEMENT EL ELEVATION FF FINISH FLOOR FL FLOWLINE G GROUND HP HIGH POINT INV INVERT ELEVATION LP LOW POINT NG NATURAL GROUND P.O.T. PATH OF TRAVEL PL PROPERTY LINE PVR PERVIOUS PAVER SD STORM DRAIN SDAD STORM DRAIN AREA DRAIN SDDI STORM DRAIN DROP INLET SDMH STORM DRAIN MANHOLE T/ TOP OF ... TG TOP OF GRATE TS TOP OF STAIR TW TOP OF WALL UG UNDERGROUND W/ WITH ABBREVIATIONS LEGEND PERFORATED PIPE STORM DRAIN PIPE PORTION OF (E) STORM DRAIN PIPE TO REMAIN STORM DRAIN INLET STORM DRAIN MANHOLE 250 GRADING CONTOUR EXISTING CONTOUR RETAINING WALL PIPE CALLED OUT ON SHEET C3.2 STORM DRAIN PIPE DATA 1. 82 LF OF 24" ∅ HDPE SD PIPE @ X.XX% SLOPE 2. 68 LF OF 24"
∅ HDPE SD PIPE @ X.XX% SLOPE 3. 11 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 4. 20 LF OF 24"
∅ HDPE SD PIPE @ X.XX% SLOPE 5. 49 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 6. 37 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 7. 9 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 8. 28 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 9. 8 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 10. 58 LF OF 24"
∅ HDPE SD PIPE @ X.XX% SLOPE 11. 43 LF OF 24"
∅ HDPE SD PIPE @ X.XX% SLOPE 12. 100 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 13. 7 LF OF 12"
∅ HDPE SD PIPE @ X.XX% SLOPE 14. 103 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 15. 55 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 16. 58 LF OF 6"∅ HDPE SD PIPE @ X.XX% SLOPE 17. 149 LF OF 4" ∅ HDPE SD PIPE @ X.XX% SLOPE 18. 96 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 19. 98 LF OF 6"∅ HDPE SD PIPE @ X.XX% SLOPE 20. 54 LF OF 4" ∅ HDPE SD PIPE @ X.XX% SLOPE 21. 73 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 22. 53 LF OF 4"
∅ HDPE SD PIPE @ X.XX% SLOPE 23. 8 LF OF 6"
∅ HDPE SD PIPE @ X.XX% SLOPE 24. 4"
∅ STORM DRAIN LATERAL @ 2% MIN SLOPE (LENGTH VARIES) BIORETENTION PER DETAIL 6, SHEET C6.2 10" AREA DRAIN PER DETAILS 3 & 4, SHEET C6.2 CLEANOUT PER DETAIL 7, SHEET C6.2 CHAMBER SYSTEM PER DETAIL 8, SHEET C6.2 STORM DRAIN NOTES: TREE TO BE REMOVED UNIT 1 PAD=660.00UNIT 1 PAD=660.00 UNIT 1 PAD=653.00 TYPE: RIM= INV=SDMH #5 48" ∅ 652.18 645.87 PIPE CALLED OUT ON SHEET C3.1 TYPE: RIM= INV=SDMH #4 48" 654.50 646.44 TYPE: RIM= INV=SDDI #3 V64 656.00 652.83 TYPE: RIM= INV=SDDI #2 V64 655.83 652.83 TYPE: RIM= INV=SDMH #1 48" 658.00 655.00 TYPE: RIM= INV=SDDI #1 V64 656.23 653.23 TYPE: RIM= INV=SDMH #2 60" 654.42 650.30 TYPE: RIM= INV=SDDI #5 V64 649.83 646.83 TYPE: RIM= INV=SDMH #6 48" 651.84 645.44 TYPE: RIM= INV=SDMH #3 48" 653.52 650.52 TYPE: RIM= INV=SDDI #4 U23 652.00 646.74
LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 PL ROW PL PL PL PL PL PL PL PL PL EVA LOT 2 SAN AUGUSTINE WAY PL PL EP PRIVATE ACCESS ROAD (SANDRAYA HEIGHTS RD) APN 023-113-37 169 GLENWOOD DRIVE APN 023-113-30 208 SANDRAYA HEIGHTS RD. GF=643.60 PL PL EP PRIVATE ACCESS ROAD (SANDRAYA HEIGHTS RD) APN 023-113-37 169 GLENWOOD DRIVE APN 023-113-30 208 SANDRAYA HEIGHTS RD. C3.21" = 60' SECTIONS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF Scale: 1":40' (H) & 1":20'(V) SITE CROSS SECTION 1 EG FG SITE RETAINING WALL (TYP) Scale: 1":4' ACCESS ROAD SECTION 2 Scale: 1":2' PEDESTRIAN ACCESS SECTION 3 Scale: 1":2' PEDESTRIAN ACCESS SECTION 4 NOTE: REFER TO SHEET C1.1 FOR ADDITIONAL DEMOLITION REQUIREMENTS NOTE: REFER TO SHEET C1.1 FOR ADDITIONAL DEMOLITION REQUIREMENTS
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 C4.11" = 50'
PRELIMINARY
UTILITY PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF 1. POINT OF CONNECTION TO EXISTING SS LATERAL. CONTRACTOR SHALL POTHOLE TO VERIFY EXACT LOCATION, DEPTH, SIZE, & MATERIAL PRIOR TO THE START OF CONSTRUCTION. 2. INSTALL 4" SEWER LATERAL @ 2.0% MIN. 3. POINT OF CONNECTION TO BUILDING SEWER LATERAL WATER NOTES SANITARY SEWER NOTES ALL WORK SHALL CONFORM TO EXISTING REGULATIONS INCLUDING BUT NOT LIMITED TO: 1. SVWD CUSTOMER ON-SITE DESIGN MANUAL 2. DEPARTMENT OF HEALTH SERVICES REGULATIONS. GENERAL WATER NOTES FIRE HYDRANT WATER METER STORM DRAIN/SANITARY SEWER MANHOLE WATER LINE VALVE SEWER 1. P.O.C. TO (E) 6" AC WATER MAIN. CONTRACTOR TO VERIFY EXACT LOCATION, DEPTH, SIZE AND MATERIAL PRIOR TO THE START OF CONSTRUCTION 2. INSTALL DOMESTIC WATER & FIRE SUPPRESSION METER PER SVWD DETAIL 4 W/ RP DEVICE AND SERVICE TAP PER SVWD STANDARD DETAIL, SHEET C6.4 3. INSTALL GATE VALVE PER SVWD DETAIL, SHEET C6.4 4. INSTALL NEW FIRE HYDRANT PER SVWD DETAIL, SHEET C6.4 UNDERGROUND STORAGE CHAMBERS FOR RETENTION & DETENTION (E) FH 1. STORMDRAIN PIPE SHALL BE SDR-26 P.V.C., A.D.S. N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE OR APPROVED SUBSTITUTE, OR AS NOTED ON PLAN;. ALL DRAINAGE PIPE SHALL BE SHIPPED, STORED, AND INSTALLED PER THE PIPE MANUFACTURER'S RECOMMENDATIONS. 2. ALL CONCRETE DRAINAGE INLETS CALLED OUT ON THE PLANS SHALL BE CHRISTY BRAND PRECAST CONCRETE OR EQUIVALENT. ALL STRUCTURES SHALL BE STORED, HANDLED, AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. ALL GRATES IN PAVEMENT AREAS SHALL BE ADA COMPLIANT. 3. ALL CONCRETE DRAINAGE INLETS CALLED OUT ON THE PLANS SHALL HAVE A HEAVY RATED FRAME WITH A ADA COMPLIANT GRATE. CATCH BASINS THAT HAVE SILT AND GREASE TRAPS SHALL BE INCLUDED IN THE PROJECT MONITORING AND MAINTENANCE PLAN. 4. JETTING OF BACKFILL MATERIALS TO ACHIEVE COMPACTION IS NOT ALLOWED. 5. ALL THE WATER PIPING SHALL BE AWWA CLASS 150 OR APPROVED EQUAL, ALL VALVES, ANGLES, AND THRUST BLOCKS SHALL BE INSTALLED PER CURRENT SVWD SPECIFICATIONS. 6. ALL FIRE SERVICE PIPING AND APPURTENANCES SHALL CONFORM TO NFPA STANDARDS AND SPECIFICATIONS 7. ANY EXISTING UTILITIES THAT ARE REQUIRED TO BE RELOCATED AS A PART OF THIS CONSTRUCTION SHALL BE RELOCATED AT THE DEVELOPER'S EXPENSE. UNDERGROUND UTILITY NOTES LEGEND (E) WHARF HYDRANT TO BE REMOVED
C5.11" = 40'
PRELIMINARY
STORMWATER
CONTROL PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF Scale: NTS ONSITE DRAINAGE DIAGRAM 1 NET IMPERVIOUS AREA = 56,963 PERFORMANCE REQUIREMENTS 1 THROUGH 4 ARE REQUIRED FOR THIS PROJECT PERFORMANCE REQUIREMENT 1 : SITE DESIGN AND RUNOFF REDUCTION · INSTALL PERMEABLE PAVERS (GRASS PAVERS) · DIRECT RUNOFF FROM WALKWAYS, ACCESS ROADS, DRIVEWAYS & BUILDINGS INTO BIO-RETENTION AREAS AND/OR TREE FILTER BOX · PERFORMANCE REQUIREMENT 2 : WATER QUALITY TREATMENT · LOW IMPACT DEVELOPMENT TREATMENT SYSTEM BY MEANS OF BIO-RETENTION. · BIO-RETENTION TREATMENT AREA REQUIREMENT IS 4% OF NET IMPERVIOUS AREA · TREE FILTER BOX IS PROPOSED FOR THE SAN AUGUSTINE WAY CUL-DE-SAC PERFORMANCE REQUIREMENT 3 : RUNOFF RETENTION · DUE TO THE POOR INFILTRATING SOILS WITHIN THE PROJECT SITE, TECHNICAL INFEASIBILITY HAS BEEN DETERMINED. · RETENTION ALTERNATIVE COMPLIANCE CALCULATION HAS BEEN PROVIDED SHOWING THAT THE SCM AREA EXCEEDS 10% OF THE EQUIVALENT IMPERVIOUS SURFACE AREA. SEE TABLE ON THIS SHEET. PERFORMANCE REQUIREMENT 4 : PEAK MANAGEMENT · PEAK MANAGEMENT WILL BE ADDRESSED BY UNDERGROUND DETENTION LIMITING THE PRE-PROJECT PEAK FLOWS FOR THE 2- THROUGH 10-YEAR STORM EVENTS. · SEE THE SANTA CRUZ COUNTY FIG. SWM-17 IN THE STORMWATER CONTROL PLAN WHICH DETERMINES DETENTION STORAGE VOLUME AND 10-YEAR PRE DEVELOPMENT RELEASE RATE UNDERGROUND STORAGE CHAMBERS ARE INTENDED TO: 1. STORE STORMWATER ONSITE AND BELOW GRADE. 2. POND WATER BEFORE OVERFLOWING TO A DRAIN INLET. 3. INFILTRATE COMPLETELY FOLLOWING EACH RAIN EVENT. UNDERGROUND STORAGE CHAMBERS ARE NOT INTENDED TO: 1. ALLOW COLLECTION OF SEDIMENT. 2. BE ACCESSED BY ANYONE OTHER THAN AUTHORIZED PERSONNEL THE RECOMMENDED ROUTINE MAINTENANCE ACTIVITIES FOR UNDERGROUND STORAGE CHAMBERS ARE: ON AN AS-NEEDED BASIS: 1. REMOVE ANY SEDIMENT BUILD-UP, FALLEN LEAVES, DEBRIS, AND TRASH. 2. CHECK STORM DRAIN INLET AT OUTLET. REMOVE SEDIMENT BUILD-UP, FALLEN LEAVES, DEBRIS, AND TRASH. ANNUALLY, PRIOR TO THE BEGINNING OF THE RAINY SEASON: 1. OPEN INSPECTION PORT AND LOOK FOR SIGNS OF SEDIMENT, LEAVES, DEBRIS, AND/OR TRASH COLLECTION WITHIN THE UG CHAMBERS. IF SEDIMENT, LEAVES, DEBRIS, AND/OR TRASH IS OBSERVED, REMOVE BY MEANS OF A VACUUM TRUCK. IF SIGNIFICANT SEDIMENT, LEAVES, DEBRIS, AND/OR TRASH IS OBSERVED, CONSULT A CIVIL ENGINEER OR LANDSCAPE ARCHITECT. 2. ORIFICE SHALL BE INSPECTED AND ANY BLOCKAGE OF ANY KIND (I.E. SEDIMENT, TRASH, ETC.) SHALL BE REMOVED 3. PRE-TREATMENT / CONTAMINANT SCREENING INLET SHALL BE INSPECTED AND ALL TRASH, LEAVES, DEBRIS AND/OR SEDIMENT SHALL BE REMOVED 4. INSPECT CHANNEL ADJACENT TO DRIVEWAY OUT TO COX ROAD. ALL TRASH AND DEBRIS SHALL BE REMOVED. ANNUALLY, AT THE END OF THE RAINY SEASON: 1. REMOVE TRASH, DEBRIS, VEGETATION, AND ACCUMULATED SEDIMENT IN THE PRE-TREATMENT / CONTAMINANT SCREENING INLET. 2. 1. REMOVE TRASH, DEBRIS, VEGETATION, AND ACCUMULATED SEDIMENT FOUND OTHER INLETS 3. DO NOT INSTALL ANY MATERIAL INTO THE UNDERGROUND STORM CHAMBER VOID SPACE. MAJOR FACILITY CHANGES OR RENOVATION: CONTACT THE PROJECT CIVIL ENGINEER (C2G / CIVIL CONSULTANTS GROUP, INC.), OR OTHER QUALIFIED ENGINEER OR LANDSCAPE ARCHITECT, IN THE EVENT THAT MAJOR WORK IS CONTEMPLATED IN OR ADJACENT TO THE FACILITY. MAJOR WORK INCLUDES: · REPLACING FILTER-FABRIC ABOVE THE ROCK EMBEDMENT. · MODIFYING THE “ENGINEERED” ELEMENTS OF THE FACILITY, INCLUDING DRAIN INLETS, PIPES, SUBSURFACE DRAINS, WATER BARRIERS, AND STRUCTURAL ELEMENTS. · IMPROVEMENTS IN AREAS WHICH DRAIN TO THE FACILITY; ESPECIALLY IMPROVEMENTS WHICH WOULD INCREASE THE AREA OF IMPERVIOUS SURFACE WHICH DRAINS TO THE FACILITY. MAINTENANCE SCHEDULE FOR UG CHAMBERS PAVEMENTS: 1. COLLECT TRASH AND SWEEP PAVEMENTS REGULARLY TO PREVENT ACCUMULATION OF SOIL, DEBRIS, AND TRASH. LANDSCAPING: 1. REMOVE DEBRIS AND TRASH REGULARLY. 2. PRUNE OR CUT BACK PLANTS FOR HEALTH AND TO ENSURE STORMWATER IS ABLE TO FLOW INTO INLETS AND THROUGH CURB CUTS. 3. CONTROL WEEDS BY MANUAL METHODS. 4. EXAMINE THE VEGETATION TO ENSURE THAT IT IS HEALTHY AND DENSE ENOUGH TO PROTECT SOILS FROM EROSION. REMOVE AND REPLACE ALL DEAD AND DISEASED VEGETATION. STORM DRAIN INLETS AND PIPES 1. CLEAN STORM DRAIN INLETS AND OTHER CONVEYANCE STRUCTURES BEFORE THE WET SEASON TO REMOVE SEDIMENTS, TRASH AND DEBRIS ACCUMULATED DURING THE SUMMER. 2. CONDUCT INSPECTIONS AND CLEAN AND MAINTAIN STORM DRAIN INLETS AND STORM DRAIN PIPES DURING THE RAINY SEASON ON A FREQUENCY NECESSARY TO MAINTAIN THE SYSTEM IN PROPER WORKING ORDER. ANNUALLY, PRIOR TO THE BEGINNING OF THE RAINY SEASON: 1. REMOVE TRASH, DEBRIS, DEAD VEGETATION, AND ACCUMULATED SEDIMENT. 2. VISUALLY INSPECT ALL FACILITIES TO DETERMINE IF ANY MAINTENANCE ACTIVITIES ARE REQUIRED IN ORDER TO BE PREPARED FOR THE UPCOMING SEASON. 3. INSPECT DRAINAGE OUTLETS FOR SIGNS OF EROSION OR PLUGGING. IF MINOR EROSION IS OBSERVED, BACKFILL THE ERODED AREA. ROCK RIP RAP OR A CONCRETE SPLASH PAD MAY BE NEEDED TO AVOID FUTURE EROSION. IF SIGNIFICANT EROSION IS OBSERVED, CONSULT A CIVIL ENGINEER OR LANDSCAPE ARCHITECT. 4. INSPECT SOIL SLOPES FOR EVIDENCE OF INSTABILITY OR EROSION. IF MINOR EROSION IS OBSERVED, BACKFILL THE ERODED AREA, AND COVER THE AREA WITH MULCH OR EROSION CONTROL BLANKET TO PREVENT FUTURE EROSION. IF SIGNIFICANT EROSION IS OBSERVED, OR IF THERE IS EVIDENCE OF INSTABILITY, CONSULT A CIVIL ENGINEER OR LANDSCAPE ARCHITECT. ANNUALLY, AT THE END OF THE RAINY SEASON: 1. REMOVE TRASH, DEBRIS, VEGETATION, AND ACCUMULATED SEDIMENT. 2. DETERMINE IF ANY MAINTENANCE, REPAIR, OR REHABILITATION ACTIVITIES SHOULD BE SCHEDULED, SINCE MANY OF THESE ACTIVITIES NEED TO BE PERFORMED DURING THE DRY SEASON. 3. MANUALLY FLUSH ALL IRRIGATION VALVES SERVING SUBSURFACE DRIP IRRIGATION ZONES. GENERAL SITE AND STORM DRAINAGE FACILITY MAINTENANCE STORM WATER POST-CONSTRUCTION REQUIREMENTS 4C 8C 8A 8B 9B 9A 7C 7A 7B 6A6B CA1 5A 5B 4A 4B 3B 3A 2B 2A 1C 1B CA4 CA3 1A 2C 3C 9C9D 6C 5CCA2 SCM #1 SCM #2 SCM #3 SCM #4 SCM #10 SCM #11 SCM #5 SCM #6 SCM #8 SCM #7 SCM #9 SCM #12 1A 1B 1C 2A 2B 2C 3A 3B 3C 4A 4B 4C 5A 5B 5C 6A 6B 6C 7A 7B 7C 8A 8B 8C 9A 9B 9C 9D CA1 CA2 CA3 CA4 TOTAL PROPOSED TOTAL AREA 5,590 4,821 10,626 5,555 4,470 12,828 5,784 4,087 11,635 5,942 2,972 11,380 5,723 5,256 9,500 4,445 7,196 8,189 4,611 9,018 6,612 4,616 9,175 6,100 4,823 2,635 7,074 5,547 35,862 13,319 7,940 5,496 248,827 IMPERVIOUS AREA 4,419 0 0 4,383 0 0 3,803 0 0 3,946 0 0 3,875 0 0 3,735 0 0 3,933 0 0 4,072 0 0 4,823 339 0 0 25,333 11,136 3,323 5,270 82,390 ROOF 3,110 0 0 2,903 0 0 3,154 0 0 2,903 0 0 2,903 0 0 3,154 0 0 2,903 0 0 3,110 0 0 3,154 0 0 0 0 0 0 0 27,294 AC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14,294 8,349 0 4,581 27,224 CONCRETE 1,309 0 0 1,480 0 0 649 0 0 1,043 0 0 972 0 0 581 0 0 1,030 0 0 962 0 0 1,669 339 0 0 7,591 2,787 3,323 689 24,424 TURF BLOCK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3,448 0 0 0 3,448 EQUIV. IMPERVIOUS AREA 4,419 0 0 4,383 0 0 3,803 0 0 3,946 0 0 3,875 0 0 3,735 0 0 3,933 0 0 4,072 0 0 4,823 339 0 0 22,402 11,136 3,323 5,270 79,459 *TURF BLOCK ASSUMED 15% IMPERVIOUS LANDSCAPE/NATURAL AREAS 1,171 4,821 10,626 1,172 4,470 12,828 1,981 4,087 11,635 1,996 2,972 11,380 1,848 5,256 9,500 710 7,196 8,189 678 9,018 6,612 544 9,175 6,100 0 2,296 7,074 5,547 10,529 2,183 4,617 226 166,437 RUNOFF COEFICIENT 0.76 0.25 0.25 0.76 0.25 0.25 0.68 0.25 0.25 0.68 0.25 0.25 0.69 0.25 0.25 0.80 0.25 0.25 0.80 0.25 0.25 0.82 0.25 0.25 0.90 0.33 0.25 0.25 0.64 0.79 0.52 0.87 0.45 TIME OF CONCENTRATION 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 RAINFALL INTENSITY (10YR) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 RUNOFF RATE (CFS) 0.235 0.066 0.146 0.233 0.062 0.177 0.216 0.056 0.160 0.223 0.041 0.157 0.218 0.072 0.131 0.195 0.099 0.113 0.204 0.124 0.091 0.209 0.126 0.084 0.239 0.048 0.097 0.076 1.256 0.582 0.228 0.264 6.233 (25 YR) 0.282 0.080 0.176 0.280 0.074 0.212 0.259 0.068 0.192 0.268 0.049 0.188 0.261 0.087 0.157 0.234 0.119 0.135 0.245 0.149 0.109 0.251 0.152 0.101 0.287 0.058 0.117 0.092 1.507 0.699 0.274 0.317 7.479 (50 YR) 0.318 0.090 0.198 0.315 0.083 0.239 0.291 0.076 0.216 0.301 0.055 0.212 0.294 0.098 0.177 0.263 0.134 0.152 0.276 0.168 0.123 0.283 0.171 0.113 0.323 0.065 0.132 0.103 1.695 0.786 0.308 0.357 8.414 (100 YR) 0.353 0.100 0.220 0.350 0.092 0.265 0.324 0.084 0.240 0.335 0.061 0.235 0.326 0.109 0.196 0.292 0.149 0.169 0.307 0.186 0.137 0.314 0.190 0.126 0.359 0.073 0.146 0.115 1.884 0.873 0.343 0.397 9.349 1B 2C 3B 4C6C7B8B9C 5B TO PUBLIC RIGHT OF WAY (E) SD MAIN 9D 5C UG STORAGE VESSEL SCM #12 TREE FILTER BO; SCM #13 CA4 3C1C SCM #1 1A SCM #2 2A 2B SCM #3 3A SCM #5 5A SCM #6 6A 6B SCM #4 4A 4B SCM #9 UG STORAGE VESSLE 9B9A SCM #8 UG STORAGE VESSLE 8C8A SCM #7 UG STORAGE VESSLE 7C7A CA1 SCM #10 CA2 SCM #11 CA3 SCM #13 SCM #14 GRASS PAVERS SCM #14 RETENTION ALTERNATIVE COMPLIANCE CALCULATIONS EQUIVALENT IMPERVIOUS SURFACE AREA (EISA) 89,372 TOTAL IMPERVIOUS SURFACES 78,601 TURF BLOCK (@0.15) 517 DISTURBED SOILS (@0.15) 10,771 SCM AREA TOTAL 9,375 BIO-RETENTION 4,653 TURF BLOCK 3,448 CHAMBERS 1,250 FILTERRA DEVICE 24 SCM AREA DIVIDED BY EISA 10.49%
C6.11" = 40'
DETAILS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION A 1 2 3 4 5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES 1 2 3 4 5 6 7 8 BCDEF ABCDEF H
WALL HEIGHT GEOGRID KEYSTONE
WALL HEIGHT H TM GEOGRID KEYSTONE
WALL HEIGHT HTM CASE A CASE B CASE C L L L fg = 32° = 125 pcf = 125 pcf fg = 32° = 125 pcf fg = 32° q = 100 psf 1 2 BASIC GEOGRID PLACEMENT CHART * GROOVES The elongated tail section provides additional stability for straight walls as the tail piece rests on the unit below it. Remove the extended tail pieces at the grooves to return the block shape to its 30° sides when building tight convex curves. Slope stability analysis diagram L = L e n g t h o f s l i p p l a n e S = S h e a r s t r e n g t h o f s o i l Global failure plane Surcharge q H = height of embankment Center of rotation Re x TYPICAL WALL SECTION TERMS TOPSOIL COMPACTED REINFORCED BACKFILL ZONE f g RETAINED BACKFILL f g 24" L e MINIMUM AUTOMATIC SETBACK 1/4" PER COURSE KEYSTONE CAP UNIT 4"H x 18W x 12"D L a CRITICAL FAILURE PLANES BEING ANALYZED GEOGRID REINFORCEMENT ATTACHED TO INTERLOCKING FIBERGLASS PINS AT KEYSTONE UNIT DRAINING GRANULAR COMPACTED BASE AND BACKFILL FOUNDATION SOIL f g Tw h h H w ir 45°- f2 He 12" Scale: NTS KEYSTONE BLOCK RETAINING WALL 8 Elevation 6" Crushed Rock or Unreinforced Concrete Leveling Pad 8" or 16" Step Top of Wall Steps (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 Geogrid Installation at Corners Note: 1. Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. 2. Corner units recommended for outside corners. Availability May Vary. H / 4 H / 4 H / 2
H / 2 Additional Drainage Fill Extend Wall Height / 2 3" of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.) Additional Geogrid Overlap Extend Wall Height / 4 Drainage Fill Leveling Pad Scale: NTS CURB TRANSITION 3 2' TRANSITION TYPE "C" VERTICAL CURB (SEE PLANS FOR CONTINUATION) TYPE "B" SPILL AND/OR CATCH CURB & GUTTER (SEE PLANS FOR CONTINUATION) FLOW LINE AND/OR BFC WITHIN TRANSITION AREA SHALL ALIGN WITH ADJACENT CURB AND GUTTERS 0.67' SAND OR AGGREGATE BASE 1. TYPE A, B & C CURB, GUTTER & SIDEWALK ARE TO BE CONSTRUCTED OF CLASS B CONCRETE, 6 SACK MINIMUM. 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 20° INTERVALS, AND AT THE ENDS OF RETURNS. EXPANSION JOINTS SHALL BE AT MAXIMUM 60 FEET SPACING. 3. IF SIDEWALK IS NOT INSTALLED MONOLITHICALLY WITH CURB & GUTTER, PLACE #4 DOWELS 18" LONG AT 4' O.C. IN BACK OF CURB 2" DOWN FROM TOP OF CURB, 6" IN CONCRETE. TYPE C CURB TYPE A CURB AND GUTTER (CATCH) * CROSS SLOPE OF GUTTER AT CURB CUTS SHALL BE 1" IN 20" 2" SAND OR A.B. 4" CONCRETE 6" 6" A.B. 2" A.C. 6" SCORELINE 6" 1-1/2" R = 12" 6" MIN. 12" SEE NOTE #3 REGARDING REBAR REQUIREMENTS 6" 3/4" * R = 1" R = 12" 31-1/2" 24" 1-1/2" 6" 6" 2" 6" TOP OF CURB FACE OF CURB R=1/2" 8" Scale: NTS CONCRETE CURBS & GUTTERS 1 TYPE B CURB AND GUTTER (CATCH) TYPE B CURB AND GUTTER (SPILL) BOTTOM FACE OF CURB (BFC) SLOPE SAND OR AGGREGATE BASE TYPE A CURB AND GUTTER (SPILL) * CROSS SLOPE OF GUTTER AT CURB CUTS SHALL BE 1" IN 20" 6" MIN. 12" SEE NOTE #3 REGARDING REBAR REQUIREMENTS 6" R = 1" R = 12" 31-1/2" 24" 1-1/2" 6" 6" 6" TOP OF CURB FACE OF CURB R=1/2" SLOPE TYPE V-VALLEY GUTTER 48" 24" 2" 6" MIN. 6" MIN. SAND OR AGGREGATE BASE COMPACT BASE MATERIAL TO 95% RELATIVE COMPACTION Scale: NTS TRUNCATED DOMES, OFF-SET PATTERN 7 1.67" APPROX. 2.35" APART 2.35" APART A A .9" AT BASE .45" AT TOP .2 HT. TYPICAL SECTION A - A TYPICAL PLAN TAPERED EDGES WHERE EXPOSED AFFIX TO CONCRETE WITH THICKENED EPOXY NOTE: AT MINIMUM, 4" CONC. OVER 2" SAND IS REQUIRED BENEATH ALL TRUNCATED DOMES. INSTALLING TRUNCATED DOMES ON ASPHALT CONCRETE SHALL NOT BE PERMITTED. CONCRETE SECTION (PCC) REQUIRED. SEE NOTE BELOW MEDIUM BROOM FINISH PREPARE SUBGRADE PER GEOTECHNICAL REPORT #4 @ 18" O.C. BOTH DIRECTIONS 6" 12" 6" NOTE: 1. TYPE OF CONCRETE: CLASS A 2. DOWEL WITH #4 BARS, 12" LONG, AT 24" ON CENTERS, EMBEDDED 4" WITH EPOXY IN EDGE OF EXISTING CONCRETE. 3. DOWELING & REINFORCING TO BE PROVIDED AT JOINTS. 4. SEE DETAIL 6, SHEET C6.2 FOR CONCRETE JOINT REQUIREMENTS 6" Scale: NTS PEDESTRIAN ONLY CONCRETE SECTION 6 6" AB MIN. BELOW CONC. Scale: NTS VEHICULAR CONCRETE SECTION 5 MEDIUM BROOM FINISH #4 @ 30" O.C. BOTH DIRECTIONS 4" 10" NOTE: 1. TYPE OF CONCRETE: CLASS A 2. DOWEL WITH #4 BARS, 12" LONG, AT 24" ON CENTERS, EMBEDDED 4" WITH EPOXY IN EDGE OF EXISTING CONCRETE. 3. DOWELING & REINFORCING TO BE PROVIDED AT JOINTS. 4. SEE DETAIL 6, SHEET C6.2 FOR CONCRETE JOINT REQUIREMENTS 5. PREPARE SUBGRADE PER GEOTECHNICAL REPORT 6" 6" AB 4" TYP EDGE OF WALK 3" MAX THICKENED EDGE @ SWALE 6" 10" 2' R=1" TOP OF CURB TOP OF PAVEMENTCONSTRUCTION JOINT 2' 6" Scale: NTS CURB TAPER DETAIL 2 4 PAVEMENT SECTION 4 (N) 13" AB CLASS II COMPACTED TO 95% R.C. (N) 4" AC TYPE B - 1/2" MAX. MED. (2 LIFTS MIN.) LIFTS SHALL BE CONDUCTED PER CAL TRANS SPECS SECTION 39-6.01 FG CONTRACTOR SHALL OVER-EX AND RECOMPACT 1' BELOW (N) SUB-BASE TO 95% R.C. CONTRACTOR SHALL OVER-EX AND RECOMPACT 1' BELOW UPPER SUBGRADE TO 90% R.C. Fixed Bollard Removable Bollard Scale: NTS KEYSTONE BLOCK RETAINING WALL 9
C6.21" = 40'
DETAILS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F Scale: NTS U23 CHRISTY BOX DROP INLET (2' X 2')
2 KNOCK OUT 23" 12" 15-1/2" 19" 22-1/2" *6" EXPOSED REBAR TO ALLOW JOB SITE POURING OF FRAME AND GRATE AT FINISHED GRADE ELEV. PER PLAN. REBAR TO BE USED INSTEAD EXTENSIONS IN STREETS AND PARKING LOTS. REMAINING 18 " TOP OF BASIN WILL BE POURED IN PLACE UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS. GROOVED TO RECEIVE TONGUE OF GRADE RINGS, CURB INLETS, ETC. 6" PER JOB SPECIFICATION 24" 24" 24" WITH OR WITHOUT 2" WEEP HOLES GRATE FRAME 6" EXTENSION* 6" PER JOB SPECIFICATION CAST-IN GALVANIZED FRAME FOR GRATES 1 1 2" X 1
1 2" ANGLE IRON WITH ANCHOR BOLTS. - KNOCK-OUTS AVAILABLE IN GRADE RINGS AND CATCH BASINS. - OPENINGS, LOCATIONS AND SIZES TO JOB SPECIFICATIONS. - WITH OR WITHOUT BOTTOM. - PROGRESSIVE WEBBED KNOCK-OUTS PROVIDE MAXIMUM FLEXIBILITY, PERMITTING PIPE OF ANY SIZE TO BE NEATLY AND QUICKLY GROUTED IN AT JOB SITE - STANDARD TONGUE & GROOVE GRADE RINGS AVAILABLE IN 6" INCREMENTS UP TO 4' HIGH. - ALL REINFORCING STEEL MEETS ASTM SPECIFICATIONS AS REQUIRED. STRUCTURE BACKFILL EXISTING A.C. AND COMPACTED BASE ROCK SAND BACKFILL COMPACTED 6" MIN. 12" MAX. AT TOP OF PIPE
OUTSIDE OF RIGHT OF WAY COMPACTION
SHALL BE 85% MIN. 95% R.C. 90% R.C. 3" MIN. 5' 12" MIN. 4" MIN. 6" MIN. 12" MAX. CUT EXISTING PAVEMENT TO PRODUCE A STRAIGHT VERTICAL FACE AGAINST WHICH TO BUTT TRENCH REPAIR. REPAIR SHALL BE REPLACE IN KIND. 2. 6" MIN. 6" MIN. TRENCH WIDTH DETERMINED BY PIPE DIAMETER. SAW CUT ALL HARD SCAPE AREAS. NOTES: 1. 2. Scale: NTS STANDARD UTILITY TRENCH 5 Scale: NTS SEWER/STORM CLEAN OUT DETAIL
7 PLUG 12" 4" MIN. 12" CLASS "B" CONCRETE LONG RADIUS 1/8 BEND RISER SAME AS MAIN 6" MIN. 12" MIN. PROVIDE RUBBER EXPANSION PLUG AS SHOWN. (FOR SEWER ONLY) FREE-RESTING CAP OVER OPENING. MATERIAL TO BE SAME AS RISER. PEA GRAVEL 6" MIN. 26" MIN. DIA. COLLAR CHRISTY G5 BOX OR APPROVED EQUAL. COVER MARKED WITH "SEWER" OR "STORM". SEE SHEET C4.1 FG WYE FITTING Scale: NTS BIOFILTRATION SECTION 6 GENERAL NOTE: 1. PROVIDE CLEANOUTS AT ENDS OF PERF PIPE DETAIL NOTES 1. MAX WATER ELEVATION (BIO-RET ELEVATION) 2. INSTALL 6" PERFORATED PIPE WITH PERFORATIONS FACING DOWN, CONNECT TO OVERFLOW STRUCTURE. PERF PIPE TO CONNECT TO OVERFLOW SYSTEM. 3. 75% SAND (ASTM C-33) & 25% PEAT MIX 4. 3/4" CLEAN DRAIN ROCK WRAPPED IN MIRIFFI FILTER FABRIC (OR SUBSTITUTE APPROVED BY ENGINEER) W/ 2' MIN. OVERLAP. 5. INSTALL 6" SOLID PIPE (INVERT ELEVATION VARIES) 6. INSTALL OVERFLOW INLET (BYPASS FOR LARGER STORM EVENTS) 7. MODIFIED TYPE A CURB AND GUTTER PER DETAIL 1, SHEET C4.2 LOWEST ADJACENT GRADE BIO-RET ELEV. B/TRENCH 1 3 T/SWALE
3 1 TG VARIES PER PLAN 15-7/8" 15-7/8" 3/4"6-1/4" 6" or 12" 12" 22" 9-1/2"6-1/2" 16" 16"18-3/8" 18-3/8"11" 1-3/4" V64-71C Grate Scale: NTS V64 CHRISTY BOX 4 THIS CONCRETE DRAIN BOX HAS A CAST-IN GALVANIZED FRAME AND IS SPECIFICALLY ENGINEERED FOR DRAINAGE IN MEDIUM AREAS SUCH AS PARKING LOTS, SCHOOL GROUNDS, WALKWAYS, ETC. ITS DESIGN PERMITS FINAL GRADING MATERIAL TO "LOCK IN" & FINISH CLEAN. KNOCK-OUTS ACCOMMODATE UP TO 8" O.D. PIPE. APPROXIMATE DIMENSIONS SHOWN. 10"± 6-1/2"± FINISHED GRADE ELEV PER PLANS GRATE 10" x 6" PVC BODY 10" PVC INLINE NYLOPLAST OR APP'D SUBSTITUTE WATERTIGHT ADAPTER 6" DOUBLE WALL HDPE PIPE SNAP COUPLERS (TYPICAL) 90° ELBOW 11-1/4"± AS REQUIRED INVERT FLOW "D" NOTE: ALL GRATES IN SIDEWALKS OR OTHER CONCRETE SURFACES SHALL BE STANDARD, LIGHT-DUTY BRONZE WITH LOCKING BAR (ADA APPROVED. ALL OTHER GRATESSHALL BE STANDARD LIGHT-DUTY CAST IRON WITH LOCKING BAR. 10"± 7-1/2"± FINISHED GRADE ELEV PER PLANS GRATE 10" x 6" PVC BODY 10" PVC INLINE NYLOPLAST OR APP'D SUBSTITUTE WATERTIGHT ADAPTER 6" DOUBLE WALL HDPE PIPE WATER TIGHT COUPLERS 11-1/4"± AS REQUIRED 6"±INVERT FLOW 10" OR 12" DOUBLE WALL HDPE PIPE (SEE PLANS FOR SPECIFIC SIZE) (TYPICAL) GRATES 1/2" MAX IN DIRECTION OF TRAVEL TO PREVENT ROTATION ENCASE ELBOW IN A 6" CONCRETE FOOTING D = DEPTH PER PLAN GRATES 1/2" MAX IN DIRECTION OF TRAVEL Scale: NTS 10" DIAMETER INLINE AREA DRAIN 3 Scale: NTS 10" DIAMETER TERMINAL AREA DRAIN
4 Chamber Specifications End Cap Specifications (203 g/m 2) NON-WOVEN GEOTEXTILE SHALL BE PLACED ON BOTH SIDES OF THERMOPLASTIC TO PROTECT AGAINST ANGULAR AGGREGATE ON THE WATER SIDE AND FROM PROTRUSION ON THE SOIL SIDE AT ANY LOCATION IN THE SYSTEM (SEE THERMOPLASTIC LINER DETAIL) Scale: NTS HS180 STORMWATER CHAMBER STANDARD DETAIL 8 (OR SUBSTITUTE APPROVED BY ENGINEER) LINER DETAIL INSPECTION PORT END CAP CHAMBER STANDARD CHAMBER SECTION 1. 4" (100 mm) INSPECTION PORTS MAY BE CONNECTED THROUGH A CORED HOLE, CENTERED ON A VALLEY BETWEEN (2) TWO CORRUGATIONS. 6" (150 mm) OR 8" (200 mm) INSPECTION PORTS MAY BE CONNECTED THROUGH A CORED HOLE, CENTERED ON A CORRUGATION. 2. TAP TEE CONNECTION CAN CONSIST OF QWICKSEAL, INSERTA TEE OR APPROVED ENGINEERING EQUIVALENT. 3. ALL PVC FITTINGS TO BE SOLVENT CEMENTED. 4. PVC MAY BE EITHER SDR 35 OR SCH 40 5. CORED HOLE SIZES AS FOLLOWS: 4" (100 mm) CUT TO 5" (125 mm); 6" (150 mm) CUT TO 7" (180 mm); 8" (200 mm) CUT TO 9" (230 mm)
PLAN VIEW VAULT LENGTH
VAULT WIDTH 4' CURB INLET OPENING
A
A CURB (NOT BY CONTECH) TERRAFLUME TRAY SDR 35 COUPLING CAST INTO PRECAST VAULT WALL UNDERDRAIN Ø2" IRRIGATION PORT, TYP. 3 PLACES SECTION A-A 4'-0
1 2" (4.04')
INVERT TO TOP TREE FRAME AND GRATE CAST INTO TOP SLAB 21" FILTERRA MEDIA LAYER PROVIDED BY CONTECH 6" UNDERDRAIN STONE LAYER PROVIDED BY CONTECH 3" MULCH LAYER PROVIDED BY CONTECH BYPASS SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL BYPASS/ UNDERDRAIN FLOWKIT PROVIDED BY CONTECH 6" UNDERDRAIN PLANT PROVIDED BY CONTECH TOP SLAB CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB C6.31" = 40' DETAILS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F Scale: NTS BIO-TREATMENT MEDIA BOX (FILTERRA BY CONTECH OR SUBSTITUTE APPROVED BY ENGINEER) 1 LONG SIDE CURB INLET DESIGNATION AVAIL- ABILITY MEDIA BAY SIZE VAULT SIZE (L x W) MAX. OUTLET/ BYPASS PIPE DIA. MAX. BYPASS FLOW (CFS) UNDER- DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE FTIBC0604 ALL 6 x 4 6 x 4 8" SDR 35 1.89 4" SDR 35 (1) 3' x 3' FTIBC078045 DE, MD, NJ, PA, VA, WV ONLY 7.83 x 4.5 7.83 x 4.5 8" SDR 35 1.89 4" SDR 35 (1) 3' x 3' FTIBC0804 N/A DE, MD, NJ, PA, VA, WV 8 x 4 8 x 4 8" SDR 35 1.89 4" SDR 35 (1) 3' x 3' FTIBC0806 ALL 8 x 6 8 x 6 10" SDR 35 2.37 4" SDR 35 (1) 4' x 4' FTIBC1006 ALL 10 x 6 10 x 6 10" SDR 35 2.37 6" SDR 35 (1) 4' x 4' FTIBC1206 ALL 12 x 6 12 x 6 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' FTIBC1307 ALL 13 x 7 13 x 7 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' FTIBC1408 ALL 14 x 8 14 x 8 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' FTIBC1509 OR,WA ONLY 15 x 9 15 x 9 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' N/A = NOT AVAILABLE Scale: NTS TURF BLOCK (TRUE GRID PRO OR SUBSTITUTE APPROVED BY ENGINEER)2
C6.4NONE
SVWD DETAILS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F
C6.51" = 40'
CITY OF SCOTTS
VALLEY
DETAILS Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 01.20.23 DD 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8 20
SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F
WH
AC AC
AC AC
ACAC
AC AC
ACAC
WH
AC
AC
AC
AC
WH
AC AC
AC AC
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
C7.1
1" = 50'
EROSION
CONTROL PLAN
Date:Scale:Drawn:
Job:
Of Sheets
Sheet:
REVISIONS BY
01.20.23 DD
2014.01
C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420 2
CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4 5 6 7 8
31 SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4 5 6 7 8
B
CD
E
F
A
B
CD
E
F
SILT FENCE
INLET SEDIMENT
BARRIER
FIBER ROLL
DIRECTION OF FLOW WITH
STORM DRAIN INSTALLED
STABILIZED
CONSTRUCTION
ENTRANCE/EXITSEDIMENT CATCHER
(SAND BAGS)
SANITARY FACILITY
CONCRETE/ C WASTE WASHOUT
MATERIALS &EQUIPMENT
STORAGE AREA
NOTE: SEE SHEET C7.2 FORBMP NOTES AND DETAILS
LEGEND
SWPPP MANAGER TO MARK
KNOWN LOCATIONS
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS): PROJECT CONSTRUCTION AND DEMOLITION ACTIVITIESSHALL COMPLY WITH THE CITY'S STORM WATER BEST MANAGEMENT PRACTICES FOR CONSTRUCTION. SEE THE CITY WEBSITE AT: HTTP://WWW.CITYOFSANTACRUZ.COM/HOME/SHOWDOCUMENT?ID=6031 EROSION & SEDIMENT CONTROL BMPS, SUCH AS FIBER ROLLS OR WATTLES, SHALL BE INSPECTED REGULARLYDURING CONSTRUCTION AND AFTER EACH SIGNIFICANT RAIN EVENT. MAKE NEEDED REPAIRS IMMEDIATELY.
CHECK THE SIDEWALK AND STREET DAILY DURING DEMOLITION AND CONSTRUCTION FOR SOIL DRAG-OUT, ANDSWEEP IF NEEDED. ROUTINELY MAINTAIN THE CONSTRUCTION ENTRANCE/EXIT TO ENSURE IT REMAINS EFFECTIVE AT PREVENTING DRAG-OUT.
STORE OPEN BAGS OF PARTICULATE, GRANULAR OR POWDER MATERIALS (SUCH AS PLASTER OR CONCRETE) INDOORS IF POSSIBLE. IF STORED OUTSIDE, THEY MUST BE KEPT COVERED OR CLOSED, AND DURING THE RAINY SEASON KEPT WITHIN SECONDARY CONTAINMENT.
DUMPSTER LIDS MUST BE KEPT CLOSED AND SECURED WHEN NOT IN USE.
SOIL & MATERIAL STOCKPILES: SOIL AND MATERIALS STOCKPILES MUST BE PROTECTED FROM RUNOFF/RUN-ON,
WHEN NOT IN USE, BY BMPS SUCH AS SURROUNDED BY BERMS, FIBER ROLLS OR WATTLES AND COVERED WITH SHEETING OR TARPS. SOIL STOCKPILES SHOULD BE STORED ON A FLAT AREA.
DURING THE RAINY SEASON, ENSURE THAT SEDIMENT CONTROL MEASURES ARE IN PLACE AND EFFECTIVE ATPREVENTING SEDIMENT FROM LEAVING THE SITE.PERVIOUS PAVERS OR PAVEMENT: PROTECT PERVIOUS PAVERS OR PAVEMENT, ONCE INSTALLED, SO THAT ANYREMAINING CONSTRUCTION ACTIVITIES WILL NOT DAMAGE OR CLOG THE PAVERS/PAVEMENT.
CONSTRUCTION ENTRANCE/EXIT: INSTALL THE STABILIZED CONSTRUCTION ENTRANCE/EXIT AT THE PROJECT'S COMMENCEMENT.PORTA-POTTIES: DO NOT LOCATE PORTA-POTTIES ADJACENT TO WATERCOURSES OR STORM DRAIN INLETS.
EROSION CONTROL NOTES
HWY 17
SCOTTS VALLEY DR. GLEN CANYON RD. GRACE WAY SAN AUGUSTINE WAY NASHUA DR. YORK RD.
PROJECT
SITE
HACIENDA DR.
HACIENDA DR.
CASA WAY
CASA WAY SANDRAYA HEIGHTS
Scale: 1:1
TRUCKING ROUTE 1
C7.2
1" = 50'
EROSION
CONTROL PLAN
Date:Scale:Drawn:
Job:
Of Sheets
Sheet:
REVISIONS BY
01.20.23 DD
2014.01
C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8
31 SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
CD
E
F
A
B
CD
E
F
A
A
3'
SECTION A-A
B
SECTION B-B
STAKE(TYP.)
VARIES
SECTION B-B
STRAW BALE
(TYP.)
B
10 MIL PLASTIC
LINING
STRAW BALE(TYP.)
BINDING WIRE
10' MIN
N.T.S.
WOOD POST
3" X 3" X 8"
CONCRETE
WASHOUT
3'3'
PLAN
N.T.S.
TYPE "BELOW GRADE"
Scale: NTS
CONCRETE WASHOUT
5 SANDBAG
BERM
VARIES
10 MIL PLASTIC
LINING
B
WOOD FRAME SECURELY
FASTENED AROUNDENTIRE PERIMETER WITH
TWO STAKES
10 MIL PLASTIC
LINING
10 MIL
PLASTIC LINING
PLAN
STAKE(TYP.)
B
WOOD OR METAL STAKES
(2 PER BALE)
STAPLES
(2 PER BALE)
4"
STAPLE DETAIL
2"
VARIES
SANDBAG
NOTES
1. ACTUAL LAYOUT DETERMINED IN FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE
INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT FACILITY.
10 MIL PLASTIC
LINING
10 MIL
PLASTICLINING
TWO-STACKED
2 X 12 ROUGH
WOOD FRAME
10' MIN 10' MIN
1 8 IN DIA.
STEEL WIRE
BERM
NATIVE MATERIAL
(OPTIONAL)
N.T.S.
TYPE "BELOW GRADE"
BLACK LETTERS
6" HEIGHT
0.5" LAG SCREWS
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
N.T.S.
TYPE "BELOW GRADE"
PLAN
TYPICAL PROTECTION FOR INLET ON GRADE
TYPICAL PROTECTION FOR INLET ON SUMP
FLOW FLOW
SPILLWAY, 1-BAG HIGH
Scale: NTS
INLET PROTECTION DETAIL
2 Scale: NTS ROCKED CONSTRUCTION ENTRANCE
1 PONDING HT.
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
STEEL ORWOOD POST
12" MIN.
FLOW
FLOW
RUNOFF
8"
GRAVEL
FLOW
9" MAX.
STORAGE HT.
12" MIN.
(RECOMMENDED)
RUNOFF
ALTERNATE DETAIL
TRENCH WITH GRAVEL
PONDING HT.
THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES. STORAGE HEIGHT SHALL NEVER EXCEED 18". THE FENCE LINE SHALL FOLLOW THE CONTOUR AS CLOSELY AS POSSIBLE.
IF POSSIBLE, THE FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST.
POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET. TURN THE ENDS OF THE FENCE UPHILL.
A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
WHEN STANDARD-STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELYTO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE.
THE STANDARD-STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 6 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS.
THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC.
SILT FENCES PLACED AT THE TOE OF A SLOPE SHALL BE SET AT LEAST 6 FEET FROM THE TOE IN ORDER TO INCREASE PONDING VOLUME.
SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED, AND ANY SEDIMENT STORED BEHIND THE SILT FENCE HAS BEEN REMOVED.
INSPECTION AND MAINTENANCESILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT STORM (1" IN 24 HR.). ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/3HEIGHT OF THE FENCE OR 9 INCHES MAXIMUM.
THE REMOVED SEDIMENT SHALL VEGETATE OR OTHERWISE STABILIZED.
Scale: NTS
SILT FENCE
4 FILTER FABRICEXTRA STRENGTHNEEDED MESH
SUPPORT WITHOUT
WIRE
Scale: NTS
FIBER ROLLS
3 2" MIN
4" MAX
12"
MIN
LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS:
- SLOPE INCLINATION OF
4 :1 (H:V) OR FLATTER: FIBER ROLLS SHOULD BE PLACED AT
A MAXIMUM INTERVAL OF 20
FT.
- SLOPE INCLINATION BETWEEN 4:1 AND 2:1 (H:V) FIBER ROLLS SHOULD BE PLACED AT
A MAXIMUM INTERVAL OF
15 FT. (A CLOSER SPACING IS MORE EFFECTIVE).
- SLOPE INCLINATION OF 2:1 (H:V) OR GREATER: FIBER ROLLS SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 10
FT. (A CLOSER SPACING IS MORE EFFECTIVE).
- TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. STAKE FIBER ROLLS INTO A 2 TO 4 IN. DEEP TRENCH WITH A WIDTH EQUAL TO THE DIAMETER OF THE FIBER ROLL. - DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FT MAXIMUM ON CENTER.- USE WOOD STAKES WITH A NOMINAL CLASSIFICATION OF 0.75 BY 0.75 IN. AND A MINIMUM LENGTH OF 24 IN.- IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED, NOT ABUTTED.
REPAIR OR REPLACE SPLIT, TORN, UNRAVELING OR SLUMPING FIBER ROLLS.
IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BEPERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BEREMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT
STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING THE MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION.
EROSION CONTROL BMP'S
ALL CONSTRUCTION SITES
DELINEATE CLEARING LIMITS, SENSITIVE OR CRITICAL AREAS, TREES, DRAINAGE
COURSES, AND BUFFER ZONES TO PREVENT EXCESSIVE OR UNNECESSARY DISTURBANCE AND EXPOSURE OF SOIL.
1. IDENTIFY ALL STORM DRAINS, DRAINAGE SWALES AND CREEKS LOCATED NEAR THE CONSTRUCTION SITE AND MAKE SURE ALL SUBCONTRACTORS ARE AWARE OFTHEIR LOCATIONS TO PREVENT POLLUTANTS FROM ENTERING THEM.
2. PRESERVE EXISTING VEGETATION, WHERE REQUIRED AND WHEN FEASIBLE, TO THE MAXIMUM EXTENT PRACTICABLE.
3. PHASE GRADING OPERATIONS, TO THE EXTENT POSSIBLE, TO LIMIT AREAS OF
DISTURBANCE AND TIME OF EXPOSURE
4. AVOID AND/OR MINIMIZE IMPACTS OF EXCAVATION AND GRADING DURING WET WEATHER AND IMMEDIATELY PRECEDING EXPECTED WET WEATHER.
5. MINIMIZE CUTS AND FILLS.
6. IMPLEMENT MEASURES TO MINIMIZE EROSION, MANAGE STORM WATER RUNOFF,
AND PREVENT POLLUTANTS FROM CONSTRUCTION ACTIVITIES FROM ENTERING STORM DRAINS.
7. ALIGN TEMPORARY AND PERMANENT ROADS AND DRIVEWAYS ALONG SLOPE CONTOURS.
8. WASH VEHICLES AT AN APPROPRIATE OFF-SITE FACILITY. IF EQUIPMENT MUST BE
WASHED ON-SITE, USE WASH DOWN AREAS DEVELOPED FOR SPECIFIC SITE REQUIREMENTS AND APPROVED BY THE CITY REPRESENTATIVE. DO NOT USE
SOAPS, SOLVENTS, DEGREASERS, OR STEAM CLEANING EQUIPMENT, AND PREVENT WASH WATER FROM ENTERING STORM DRAINS.
MINIMIZE SOIL MOVEMENT
1. STOCKPILED SOIL AND MATERIALS SHOULD BE COVERED AND STABILIZED WITH
TARPS, GEOTEXTILE FABRIC, HYDROSEEDING AND/OR EROSION CONTROL BLANKETS.
2. CREATE A BERM AND/OR INSTALL SILT FENCING AROUND STOCKPILED MATERIALS TO PREVENT STORM WATER RUNOFF FROM TRANSPORTING SEDIMENT OFFSITE.
3. USE STANDARD EROSION CONTROL SEEDING, PLANTING, MULCHING, GEOTEXTILE
FABRIC AND/OR EROSION CONTROL BLANKETS TO STABILIZE DISTURBED SOIL AND REDUCE THE POTENTIAL FOR EROSION.
4. USE OTHER SOIL STABILIZERS AS APPROVED BY THE CITY OF CAPITOLA.
STRUCTURES TO CONTROL AND CONVEY RUNOFF
1. CONVEY RUNOFF BY USE OF EARTH DIKES, DRAINAGE SWALES AND/OR DITCHES WHEN FEASIBLE.
2. USE SLOPE DRAINS TO COLLECT AND CONVEY WATER FOR DISCHARGE BELOW SLOPES WHEN FEASIBLE.
3. USE VELOCITY DISSIPATION DEVICES, FLARED CULVERT END SECTIONS AND/OR
CHECK DAMS TO REDUCE RUNOFF VELOCITY AND MITIGATE EROSION WHEN FEASIBLE.
CAPTURE SEDIMENT
1. USE TERRACING, RIPRAP, SAND BAGS, ROCKS, APPROVED TEMPORARY VEGETATION AND/OR OTHER APPROVED BMP’S ON SLOPES TO REDUCE RUNOFFVELOCITY AND TRAP SEDIMENTS. DO NOT USE ASPHALT RUBBLE OR OTHER DEMOLITION DEBRIS FOR THIS PURPOSE.
2. PROTECT STORM DRAIN INLETS FROM SEDIMENT-LADEN RUNOFF. STORM DRAIN
INLET PROTECTION DEVICES INCLUDE GRAVEL BAGS, FILTER FABRIC FENCES AND BLOCK AND GRAVEL FILTERS.
OTHER RUNOFF CONTROLS
1. TEMPORARY SEDIMENT BASIN
2. SEDIMENT TRAP3. BRUSH OR ROCK FILTER
4. SILT FENCE
5. SAND OR GRAVEL BAG BARRIER
TRACKING CONTROL
1. IMPLEMENT MEASURES AS NECESSARY TO MINIMIZE TRACKING OF SOIL OFF SITE
2. USE DRY SWEEPING METHODS WHEN CLEANING SEDIMENTS FROM STREETS, DRIVEWAYS AND PAVED AREAS BY HAND. WHEN USING MECHANICAL STREET
SWEEPERS, USE FINE WATER SPRAY TO REDUCE DUST AND IMPROVE SEDIMENT REMOVAL WHILE MINIMIZING RUNOFF.
PAINT WORK1. DO NOT CLEAN PAINT BRUSHES OR RINSE PAINT CONTAINERS INTO A STREET, GUTTER, STORM DRAIN, OR CREEK.
2. FOR WATER-BASED PAINTS, PAINT OUT BRUSHES TO THE EXTENT POSSIBLE AND RINSE TO A DRAIN LEADING TO THE SANITARY SEWER (I.E., INDOOR PLUMBING).
3. FOR OIL-BASED PAINTS, PAINT OUT BRUSHES TO THE EXTENT POSSIBLE, AND FILTER AND REUSE THINNERS AND SOLVENTS. DISPOSE OF UNUSABLE THINNERS, OIL-BASED PAINT, SLUDGES AND RESIDUE AS HAZARDOUS WASTE.
4. NON-HAZARDOUS PAINT CHIPS AND DUST FROM DRY STRIPPING AND SAND BLASTING MAY BE SWEPT UP OR COLLECTED IN PLASTIC DROP CLOTHS ANDDISPOSED OF AS TRASH. CHEMICAL PAINT STRIPPING RESIDUE AND CHIPS ANDDUST FROM MARINE PAINTS OR PAINTS CONTAINING LEAD OR TRIBUTYL TINMUST BE DISPOSED OF AS A HAZARDOUS WASTE.
5. WHEN STRIPPING OR CLEANING BUILDING EXTERIORS WITH HIGH-PRESSURE WATER, COVER OR BERM STORM DRAIN INLETS. COLLECT (MOP OR VACUUM) BUILDING CLEANING WATER FOR DISPOSAL IN A PRE-AUTHORIZED MANNER.
6. RECYCLE, RETURN TO SUPPLIER OR DONATE UNWANTED WATER-BASED (LATEX) PAINT.
7. DRIED LATEX PAINT MAY BE DISPOSED OF IN THE TRASH.CEMENT AND CONCRETE WORK
1. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT MORTAR ON-SITE.
2. STORE DRY AND WET CONCRETE AND CEMENT UNDER COVER, PROTECTED FORM RAINFALL AND RUNOFF.
3. WASH OUT CONCRETE TRANSIT MIXERS ONLY IN DESIGNATED WASH-OUT AREAS.
WHENEVER POSSIBLE, RECYCLE WASHOUT BY PUMPING BACK INTO MIXERS FOR REUSE. DO NOT DISPOSE OF WASHOUT INTO THE STREET, STORM DRAINS,DRAINAGE DITCHES, OR CREEKS. DESIGNATED WASH-OUT AREAS MUST BEMAINTAINED TO PREVENT OVER FLOW.
4. WHENEVER POSSIBLE, RETURN CONTENTS OF MIXER BARREL TO THE OFF-SITE YARD FOR RECYCLING. DISPOSE OF SMALL AMOUNTS OF EXCESS CONCRETE, GROUT, AND MORTAR IN THE TRASH.
ROADWORK/PAVEMENT
5. APPLY CONCRETE, ASPHALT, AND SEAL COAT DURING DRY WEATHER TO PREVENT CONTAMINANTS FROM CONTACTING STORMWATER RUNOFF.
6. COVER STORM DRAIN INLETS AND MANHOLES WHEN PAVING OR APPLYING SEAL COAT, SLURRY SEAL, FOG SEAL, AND SIMILAR MATERIALS.
7. ALWAYS PARK PAVING MACHINES OVER DRIP PANS OR ABSORBENT MATERIALS, SINCE THEY TEND TO DRIP CONTINUOUSLY.
8. WHEN MAKING SAW-CUTS IN PAVEMENT, USE AS LITTLE WATER AS POSSIBLE.
COVER POTENTIALLY AFFECTED STORM DRAIN INLETS COMPLETELY WITH FILTER
FABRIC DURING THE SAWING OPERATION AND CONTAIN THE SLURRY BY WET-VACUUMING, OR BY PLACING STRAW BALES, SANDBAGS, OR GRAVEL DAMSAROUND THE CATCH BASINS. AFTER THE LIQUID DRAINS OR EVAPORATES, SHOVEL
OR VACUUM THE SLURRY RESIDUE FROM THE PAVEMENT OR GUTTER AND REMOVE FROM SITE.
9. WASH DOWN EXPOSED AGGREGATE CONCRETE ONLY WHEN THE WASH WATER CAN: (1) FLOW ONTO A DIRT AREA; (2) DRAIN ONTO A BERMED SURFACE FROM WHICH IT CAN BE PUMPED AND DISPOSED OF PROPERLY; OR (3) BE VACUUMED FROM THE AREA ALONG THE CURB WHERE SEDIMENT HAS ACCUMULATED BYBLOCKING A STORM DRAIN INLET.
10. ALLOW AGGREGATE RINSE TO SETTLE, AND PUMP THE WATER TO THE SANITARY SEWER IF ALLOWED BY YOUR LOCAL WASTEWATER AUTHORITY.
11. DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO A STREET OR STORM DRAIN. COLLECT AND RETURN TO AGGREGATE BASESTOCKPILE, OR DISPOSE WITH TRASH.
12. RECYCLE BROKEN CONCRETE AND ASPHALT.
HAZARDOUS MATERIAL SPILL PREVENTION, SPILL REPORTING
AND RESPONSE
1. ALL HAZARDOUS MATERIALS SHALL BE STORED SO THAT THEY ARE PROTECTED FROM INCLEMENT WEATHER AND VANDALISM.
2. MOTOR VEHICLES SHALL NOT BE FUELED ON THE PROJECT SITE.3. SPILL CONTAINMENT MEASURES MUST BE MADE PRIOR TO FUELING WHEN FUELING EQUIPMENT OTHER THAN MOTOR VEHICLES.
4. VEHICLE MAINTENANCE, OTHER THAN EMERGENCY REPAIRS, SHALL NOT BE PERFORMED ON THE PROJECT SITE.
5. APPROPRIATE EMERGENCY SPILL CONTAINMENT SUPPLIES SHALL BE MAINTAINED ON SITE BY THE CONTRACTOR.
6. SPILLS GREATER THAN ONE QUART SHALL BE IMMEDIATELY REPORTED TO THE CITY'S REPRESENTATIVE AND COUNTY INSPECTOR.
7. SPILLS SHALL BE DIKED OR CONTAINED BY TRAINED PERSONNEL TO PREVENT THE
SPILLED HAZARDOUS MATERIAL FROM ENTERING THE STORM WATER SYSTEM OR LEAVING THE PROJECT SITE.
8. SPILLS OF LESS THAN FIVE (5) GALLONS SHALL BE ABSORBED USING AN APPROPRIATE MATERIAL. ALL CONTAMINATED MATERIALS SHALL BE
CONTAINERIZED, REMOVED FROM THE JOBSITE AND DISPOSED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
9. SPILLS IN EXCESS OF FIVE (5) GALLONS SHALL BE ABSORBED USING AN APPROPRIATE MATERIAL AND PLACED IN CONTAINERS UNDER THE DIRECTION OFTHE COUNTY OFFICE OF ENVIRONMENTAL HEALTH AND SAFETY.
10. ANY CONTAMINATED SOIL SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED WITH ACCEPTABLE FRESH SOIL.
11. RESPONSE SHALL BE CARRIED OUT BY APPROPRIATELY TRAINED PERSONNEL UTILIZING SAFE PRACTICES.
GOOD HOUSEKEEPING PRACTICES
1. DO NOT WASH DOWN PAVEMENT OR SURFACES WHERE SILT HAS BEEN DEPOSITED OR MATERIALS HAVE SPILLED. USE DRY CLEANUP METHODS.
2. AVOID CONTAMINATING CLEAN RUNOFF FROM AREAS ADJACENT TO YOUR SITE BY
USING BERMS AND/OR TEMPORARY OR PERMANENT DRAINAGE DITCHES TO DIVERT WATER FLOW AROUND THE SITE.
3. COVER EXPOSED PILES OF SOIL, CONSTRUCTION MATERIALS AND WASTES WITH PLASTIC SHEETING OR TEMPORARY ROOFS. BEFORE IT RAINS, SWEEP ANDREMOVE MATERIALS FROM SURFACES THAT DRAIN TO STORM DRAINS, CREEKS, OR CHANNELS.
4. PLACE TRASH CANS AROUND THE SITE TO REDUCE POTENTIAL LITTER. DISPOSE
OF NON-HAZARDOUS CONSTRUCTION WASTES IN COVERED DUMPSTERS OR RECYCLING RECEPTACLES. RECYCLE LEFTOVER MATERIALS WHENEVER POSSIBLE.
5. DISPOSE OF ALL WASTES PROPERLY. MATERIALS THAT CAN NOT BE REUSED OR RECYCLED MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF ASHAZARDOUS WASTE, AS APPROPRIATE.
6. COVER OPEN DUMPSTERS WITH PLASTIC SHEETING OR A TARP DURING RAINY WEATHER. SECURE THE SHEETING OR TARP AROUND THE OUTSIDE OF THE DUMPSTER. IF THE DUMPSTER HAS A COVER, CLOSE IT.
7. TRAIN YOUR EMPLOYEES AND INFORM CONTRACTORS AND SUBCONTRACTORS
ABOUT STORM WATER MANAGEMENT REQUIREMENTS AND THEIR
RESPONSIBILITIES FOR COMPLIANCE.
NOTE:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED AT AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE REPLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
FILTER FABRIC
ATTACH SECURELYTO UPSTREAM
SIDE OF POST.
WOOD POST
36" HIGH MAX
4"x6" TRENCH
WITH COMPACTED
BACKFILL
10 FT MAX SPACING WITH
WIRE SUPPORT FENCE 6
FT MAX SPACING WITHOUT
WIRE SUPPORT FENCE
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
VERTICAL SPACING
MEASURED ALONG
THE FACE OF THE
SLOPE VARIES
BETWEEN 10' AND
20'
NOTE: INSTALLFIBER ROLL ALONG
A LEVEL CONTOUR
INSTALL A FIBER ROLL NEAR SLOPE
WHERE IT TRANSITIONS INTO A
STEEPER SLOPE
4' MAX
4' MAX
4' MAX
4' MAX
FIBERROLLS
SLOPE VARIES FIBER ROLL 8" MIN
3/4"X3/4"
WOOD
STAKES
WHEELWASHAREA
PROPERTYLINE
STD.CURB
20'
MINIMUM
WIDTH
OF ENTRYRAMP - FULL WIDTH
DRAINAGE
50' MIN.
SILT FENCE (SEE SILT
FENCE DETAIL)
15' RADIUS (TYP)
NOTES:
1. INTENDED FOR
SHORT-TERM USE.
2. USE TO INHIBIT
NON-STORM WATER FLOW.
3. ALLOW FOR PROPER
MAINTENANCE AND CLEANUP.
4. BAGS MUST BE REMOVED
AFTER ADJACENT OPERATION
IS COMPLETED
5. NOT APPLICABLE IN AREAS
WITH HIGH SILTS AND CLAYSWITHOUT FILTER FABRIC.
EDGE OFPAVEMENT INLET
SANDBAGS
2-BAGS
HIGH
FLOW FLOW
INLET EDGE OF PAVEMENT
SPILLWAY, 1-BAG HIGH
SANDBAGS
2-BAGSHIGH
LATH & FLAGGING
ON ALL SIDES
PLYWOOD
48" X 24"
PAINTED WHITE
N.T.S. N.T.S.
EROSION CONTROL NOTE
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN EROSION CONTROL MEASURES AS REQUIRED THROUGHOUT THE LIFE OF
THE PROJECT IN CONFORMANCE WITH THE CITY OF SCOTTS VALLEY AND THE ASSOCIATION OF BAY AREA GOVERNMENTS
2. CONTRACTOR TO PROVIDE BACK-UP EROSION PREVENTION MEASURES (SOIL STABILIZATION) WITH SEDIMENT CONTROL MEASURES SUCH AS STRAW WATTLES, SILT FENCE, GRAVEL INLET FILTERS, AND/OR SEDIMENT TRAPS OR BASINS. ENSURE CONTROL MEASURES ARE ADEQUATE, IN PLACE, AND IN OPERABLE CONDITIONS. SEDIMENT CONTROLS, INCLUDING INLET PROTECTION, ARE NECESSARY BUT SHOULD BE
A SECONDARY
DEFENSE BEHIND GOOD EROSION CONTROL MEASURES.
3. ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED THROUGHOUT THE SEASON.
REPLACEMENT SUPPLIES SHOULD BE KEPT ON SITE.
4. SITE INSPECTIONS SHALL BE CONDUCTED BEFORE AND AFTER EACH STORM EVENT, AND EVERY 24 HOURS FOR EXTENDED STORM EVENTS, TO IDENTIFY AREAS THAT CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IF ADDITIONAL MEASURES ARE NEEDED, REVISE THE EROSION CONTROL PLAN AND IMPLEMENT THE MEASURES IMMEDIATELY. DOCUMENT ALL INSPECTION FINDINGS ANDACTIONS TAKEN.
5. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES DURING CONSTRUCTION FOR CONTROL OF STORM WATER RUNOFF (E.G. GRAVEL BAGS AT CATCH BASIN INLETS).
L1001" = 40'
LANDSCAPE
PLAN Date: Scale: Drawn: Job: Of Sheets Sheet: REVISIONS BY 05.25.22 JB/ZL 2014.01 C G /CIVIL CONSULTANTS GROUP, INC.
Engineers/Planners
4444 Scotts Valley Drive / Suite 6
Scotts Valley, CA 95066
831.438.4420
2 CASA WAY RESIDENTIAL SUBDIVISION
A
1 2 3 4
5 6 7 8
1 SCOTTS VALLEY, CA
GRANITE RIDGE PROPERTIES
1 2 3 4
5 6 7 8
B
C
D
E
F
A
B
C
D
E
F GENERAL NOTES: 1. LANDSCAPE SHALL COMPLY WITH SCOTT'S VALLEY'S WATER EFFICIENT LANDSCAPE POLICY. 2. ALL UN-PAVED AREAS SHALL BE TOP-DRESSED WITH 2"-3" OF ORGANIC MULCH. 3. ALL PLANTING SHALL BE IRRIGATED BY AN AUTOMATIC, WATER CONSERVING IRRIGATION SYSTEM. 4. ALL TREES PLANTED WITHIN 4' OF BUILDINGS, WALLS, CURBS OR PAVEMENT WILL BE INSTALLED WITH ROOT BARRIERS. 5. ALL TREE SHALL BE PLANTED FROM 15 GALLON CONTAINERS, EXCEPT IF NOTED. 6. A MINIMUM OF ONE FOOT DEPTH OF NON-MECHANICALLY COMPACTED SOIL SHALL BE AVAILABLE FOR WATER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS. RIP AND /OR ROTOTILL AS REQUIRED.
1 Agenda Item No. 1
12/14/23 PC Mtg.
City of Scotts Valley
PLANNING COMMISSION
STAFF REPORT
Date: December 14, 2023
Applicant /
Property Owner: Sachneel Patel / Sandraya Heights LLC
Applications: Mitigated Negative Declaration EA22-002
Land Division LD22-001
Location: Sandraya Heights Road & Casa Way
General Plan / Zoning: Residential Low Density / R-1-20 Environmental Status: Mitigated Negative Declaration (MND) was prepared and circulated for public review July 21- August 21, 2023, in accordance with the California Environmental Quality Act (CEQA)
Request: Consideration of a Mitigated Negative Declaration and Land Division Application to allow a nine-lot subdivision of a 5.71- acre site south of Sandraya Heights Road. No change in
land use is proposed.
Staff Planner: Jonathan Kwan, Consultant Planner
[email protected]
STAFF RECOMMENDATION
Staff recommends that the Planning Commission hold a public hearing, provide comment, and adopt a resolution recommending certification of a Mitigated Negative Declaration EA22-003 and approval of Land Division LD22-001 to the City Council. The project would then be forwarded to the City Council for consideration.
BACKGROUND
The project site (APN: 023-113-36) is a 5.71-acre site located at the southeast intersection of Casa Way and Sandraya Heights Road (Attachment 1 - Location Map).
The project site is bounded by Casa Way to the west, Sandraya Heights Road to the north, Glenwood Drive to the east, and Grace Way and San Augustine Way runs perpendicular to the site on the south side. Sandraya Heights Road is a privately owned and maintained road that is located on the south side of the properties to the north and
2 grants access to those properties. The project site is currently vacant and surrounded by single family residential uses with the exception of the Scotts Valley Fire District station to the northeast. The existing project site is vacant.
The project site is a single lot with multiple right of ways running through the property as shown on the project plans (Attachment 3) and summarized below:
x A 25’ right of way runs along the north side of the property between Casa Way and Glenwood Drive;
x A 50’ right of way connects Grace Way and Sandraya Heights Road; and x A 50’ right of way connects San Augustine Way and Sandraya Heights Road.
The applicant has conducted a significant amount of community outreach to engage the community. They have had numerous meetings with the surrounding neighborhood and the abutting neighbors. City Staff have also been invited to participate in a few of the meetings regarding the circulation of the site.
DISCUSSION AND ANALYSIS
The proposed project is a nine-lot subdivision for nine single-family lots that includes a new roadway, cul-de-sac extension. The zoning compliance table provided below is intended to serve as a quick reference to illustrate that the proposed project is in compliance with the City’s General Plan and Zoning Regulations.
R-1-20, Single-Family Residential
Standard Proposed Compliance
Maximum Lot Density 2 du/ac 1.57 du/ac Yes
Minimum Lot Area 20,000 sf Minimum 20,004 sf Yes
Minimum Lot Width 90’ Minimum approx. 96’ Yes
Minimum Lot Depth 125’ Minimum approx. 133’ Yes
Minimum Lot Frontage 60’ Minimum approx. 65’ Yes
Maximum Site Coverage 50% Maximum 26% Yes
Circulation
The existing roadway network consists of a series of privately maintained roads that are publicly accessible. Per Section 10.18.020 of the Scotts Valley Municipal Code, Casa Way, Grace Way, San Augustine Way, and Sandraya Heights Road are all roads that are privately maintained but are held for open use by the public for purposes of vehicular travel.
As noted above, three right of ways run through the property, allowing for connections from Casa Way to Glenwood Drive, Grace Way to Sandraya Heights Road, and San Augustine Way to Sandraya Heights Road. As a part of this project, the City would give up the right of ways that run through the project site to develop the project’s internal roadways. Connecting all existing roadways would allow for through traffic, creating potential impacts to the existing neighborhoods. Instead, the proposed project includes a new 32-foot wide road along the north side of the project site, an extension of San Augustine Way with a cul-de-sac, an emergency vehicle access (EVA) connection to Grace Way that would connect to the new road on the north side of the property, a pedestrian connection to Glenwood Drive and a pedestrian connection to San Augustine Way. All proposed roadways are located on the
3 project site. The project plans include a Site Access Plan (Sheet C2.1) to illustrate proposed EVA and pedestrian routes.
The proposed roadway on the north side of the property is a new road that would run parallel to the existing Sandraya Heights Road. To improve roadway safety, the proposed project would remove the connection between the existing Sandraya Heights Road and Casa Way, and remove approximately 762 feet of the existing roadway, the area between Casa Way and the east side of 216 Sandraya Heights Road. The proposed roadway on the north side of the property would allow access to proposed Lots 1 to 6 as well as connections to four existing properties to the north (210 to 216 Sandraya Heights Road).
To minimize the potential impacts of connecting to the proposed roadway, the demolition of the existing roadway shall require approval from the property owners at 210 to 216 Sandraya Heights Road and the Public Works Director. The Applicant shall submit an executed agreement to quitclaim the rights to the Existing Sandraya Heights Roadway as shown in the proposed plans prior to building permit issuance and recordation of the final parcel map.
In addition, the western portion of the existing Sandraya Heights Road shall be demolished per the plans prior to certificate of occupancy of the first home.
The proposed EVA connection to Grace Way includes removable bollards on the south side of the property to provide access for emergency vehicles and pedestrians while restricting vehicular traffic to flow through an already established neighborhood. The extension of San Augustine Way into a cul-de-sac allows vehicular access to proposed Lots 7-9 and creates a vehicle turnaround.
The proposed pedestrian connections allow the proposed project to be integrated into the existing community and enhance the walkability for the proposed project and surrounding neighborhood. From Casa Way, the proposed project includes a new sidewalk on the south side of the new road that continues down the Grace Way EVA. A crosswalk to the north side of the road is proposed by the Grace Way EVA and continues the sidewalk to Glenwood Drive. A pedestrian walkway is also proposed between proposed Lots 7 and 9 to connect to San Augustine Way.
The traffic impact analysis submitted by the applicant analyzes a proposed development that would add ten households to the existing community and create a new roadway that runs parallel to the existing Sandraya Heights Road. The analysis concludes that there would be a less than significant impact to vehicle miles traveled but that there is potential for visual conflict between the proposed roadway and the existing roadway connecting to Casa Way and Sandraya Heights Road. This analysis refers to the original proposal for the project which proposed a roadway on the north side of the project site that would run parallel to the existing roadway that serves 210 to 216 Sandraya Heights Road. To resolve the potential conflict, the applicant revised the plans to remove the existing road that leads to 210 to 216 Sandraya Heights Road and instead allow connections to the proposed new road. The revision required the proposed roadway to shift south and resulted in modifying the proposed project to a nine-lot subdivision. Given that the revised project reduced the overall density of the project, it is anticipated that the proposed project would result in less vehicle trips and vehicle miles traveled.
4 Parking
As required by code, each of the single-family homes on the proposed lots is required to include a minimum of two parking spaces in the garage as well as an additional two parking spaces on the driveway. In addition, the proposed plan includes a total of 22 on-street parking spaces on the proposed roadway that serves proposed Lots 1-6 and the cul-de-sac at the end of San Augustine Way. The developer originally considered proposing street parking on both sides of the proposed roadway that serves Lots 1-6, however, after receiving public feedback on the proposed design, the project was revised to limit parking to the south side of the road. In addition, the driveway connections to the proposed roadway for 210 to 216 Sandraya Heights Road would allow for additional uncovered parking on their property.
No parking would be allowed on the EVA leading to Grace Way. As a condition of approval, the curbs in the EVA shall be painted red to restrict parking at any time. The final design of the project may require minor changes such as shifting a driveway, resulting in the change of the final number of on-street parking spaces, as a condition of approval a minimum of 20 on-street parking spaces shall be provided across the project site at the time of completion.
To maintain street parking at the project site, a condition of approval has been added to require future development on the property to avoid reducing the amount of available street parking and utilize shared driveways to the extent feasible.
Drainage
The proposed project creates nine new lots, a new road and the extension of San Augustine Way. The proposed plan has been designed to consider onsite stormwater runoff and includes low impact developments such as permeable pavers and bioswales. The low impact development slows stormwater runoff and allows for treatment and infiltration before entering the storm drain system. The proposed drainage facilities would augment the resilience of the site and improve water quality through infiltration and treatment. In addition, the proposed project would benefit the surrounding neighborhood by designing the site to accept drainage from 210-216 Sandraya Heights Road. The final drainage plan shall be reviewed and approved by the Department of Public Works and may require additional documentation for the long-term management of the onsite drainage facilities.
Future Development and Construction
This application proposes the subdivision of the project site and ensures that the lots have access to roadway and infrastructure for utilities and stormwater management. The R-1-20 zoning district would allow for a new single family dwelling unit on each of the proposed lots.
Any future development would be subject to all applicable zoning requirements. Per the developer, the proposed construction would require the completion of grading and building the infrastructure, followed by construction of the new homes, then construct the new roadways, and ensuring that 210-216 Sandraya Heights Road can access the new roadway before finally removing the western portion of the existing Sandraya Heights Road. The proposed erosion control plans include a truck routing plan that indicates the main truck route for the proposed project. From Highway 17, trucks are proposed to take Glenwood Road to Casa Way and enter the project site from the west side of the property. Staff has added a condition of approval to require the developer to utilize the truck route as the primary route and to direct all construction vehicles to the truck route as much as feasibly possible. In addition, the final access plan shall be reviewed and approved by the Public
5 Works Director. Therefore, construction vehicle access to the project site through Grace Way shall be restricted as much as feasibly possible. Since the proposed project extends San Augustine Way into a cul-de-sac, limited access may be required. There is a possibility of damage occurring to the roadways due to construction-related vehicles. A condition has been added to require that the developer coordinate with the Public Works department to document the existing condition of the roadways. The developer shall be responsible for any damage to the roadways from construction-related transport.
The proposed erosion control plans also include proposed materials and equipment storage areas. The areas proposed for storage are located on site on the south side of lot 2 and on the east side of proposed Lot 6. As a condition of approval, the areas for construction storage shall be screened from the public right of way.
Future Maintenance
An HOA and CC&Rs are required for the proposed development. The HOA would maintain all common areas on the property, including, but not limited to, the roadways, drainage facilities, landscaping and all other subdivision improvements. The neighboring properties at 210 to 216 Sandraya Heights Road would connect to the proposed roadway as a benefit and would not be subject to the requirements and responsibilities of the HOA.
Trees
A tree survey was conducted at the project site by a certified arborist, Live Oak Associates Inc in November 2021. The arborist found that there were 105 trees on site, 81 of which are protected under Section 17.44.080 of the Scotts Valley Municipal Code. The project as proposed would remove 39 of the protected trees. The applicant has prepared a conceptual landscape plan that identifies where new landscaping, including 78 replacement trees, would be planted within the project site. As a condition of approval, the trees are required to be planted prior to completion of the project and final inspection of the future development.
A condition has been added to require that the applicant prepare a landscape installation phasing plan prior to issuance of building permit and that a building or grading permit be obtained prior to the removal of the trees on site. In addition, while no raptors/vectors have been identified on site by the project biologist, required mitigation measures would limit the time the trees can be removed so that no nesting birds would be impacted by the removal of the trees.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
This application was reviewed pursuant to the requirements of the California Environmental Quality Act (CEQA). An Initial Study was completed and identified potentially significant impacts. Staff prepared and circulated a Mitigated Negative Declaration (MND) that describes the potential project impacts and mitigation measures, or ways to reduce the impacts to less than significant levels. According to the Initial Study and Mitigated Negative Declaration, generally, the proposed project would have no impact or a less than significant impact to the environment. However, the proposed project would have potentially significant
6 impacts to biological resources, unless mitigated. A condition has been added to incorporate all mitigation measures as conditions of approval.
The IS/MND (State Clearinghouse #2023070477) was made available to the public for a 30- day comment period between July 21, 2023 through August 21. Ten responses were received during the comment period. One additional comment was received prior to the release of the IS/MND. The comment letters are attached as Attachment 5 and a summary of the comment letters received are below.
The majority of the comments received did not pertain to the IS/MND or environmental impacts. Instead, many of the letters included questions and concerns about access to the project site, concerns about impacts during construction and grading, and had general questions regarding the project. In addition, a few letters did not support the addition of three lots at the end of San Augustine Way. Staff provided responses to clarification questions and the applicant prepared a construction staging exhibit and proposed truck route to provide more clarity.
Comment letters from US Fish and Wildlife Service (USFWS) and California Department of Fish and Wildlife (CDFW) were also received. Both agencies provided comments regarding the population of Scotts Valley Spineflower on site and noted that it thrives in the same habitat as the Scotts Valley Polygonum. Both agencies provided comments regarding the mitigation measures and the IS/MND has been revised to provide more background information, including information on the process that was undertaken to survey the biological resource findings on site. In addition, the biological resources mitigation measures were enhanced. The majority of revisions can be found on page 13-18 of the redlined IS/MND (Attachment 4). The key issues and mitigation measures are summarized further below.
Biological Resources
The federally endangered Scotts Valley Spineflower (Chorizanthe robusta var. hartwegii) occurs on the project site. 185 individual species were identified on the project site in an approximately 140 square foot area located between the proposed property line between proposed Lots 1 and 2. The proposed project would develop the property, resulting in the removal of the spineflower and therefore would result in a significant impact to biological resources. Mitigation Measure MM Bio – 1.1 requires that the Scotts Valley Spineflower population is either preserved onsite or an offsite population is enhanced. Due to the small population of the spineflower and the surrounding development, the spineflower population is vulnerable and therefore the offsite mitigation of the spineflower is the biologically superior option.
For offsite mitigation, the project applicant is required to submit documentation (an Off-Site Spineflower Mitigation Plan) to the satisfaction of the Community Development Department.
Mitigation options include, but are not limited to; 1) restoration and/or conservation efforts that benefit existing off-site spineflower populations to increase habitat value, 2) reduce threats to spineflower populations, 3) ensure that the species will persist and thrive on
7 managed and permanently secure protected spineflower habitat, or 4) other suitable compensatory mitigation.
If offsite mitigation is not an option, the project applicant may move forward by avoiding and protecting the habitat onsite. The project applicant would be required to prepare an On-site Spineflower Mitigation Plan prior to recordation of the final map and any ground disturbance requiring issuance of a grading permit by the City of Scotts Valley associated with the project site. The On-site Spineflower Mitigation Plan shall avoid disturbance to the 140 square feet existing spineflower habitat and include an appropriate buffer. In addition, the applicant would be required to modify the proposed project to consolidate proposed lot 1 and lot 2, which may be subdivided at a later date given that an appropriate buffer to the spineflower habitat is provided. It shall also include measures to ensure long term protection of the spineflower habitat such as a conservation easement and the establishment of an endowment fund to manage and monitor the preserved habitat areas in perpetuity.
Under the mitigation measure, the developer would not be permitted to initiate grading or construction prior to submitting documentation from a qualified biologist that the proposed ground disturbance will not impact the spineflower population on the project site or documentation of securing a viable offsite mitigation alternative. Both of the alternatives would require the applicant to coordinate with USFWS and CDFW for review and approval.
The Applicant has been in communication and working with both USFWS and CDFW to ensure that the mitigation of any potential impacts are achieved.
Additional mitigation measures for biotic resources include:
MM BIO-1.2: Focused Surveys and Relocation Plan for Roosting Bats MM BIO-1.3: Focused Surveys and Relocation Plan for Dusky-Footed Woodrats MM BIO-1.4: Focused Surveys and Relocation Plan for Monarch Butterfly MM BIO-1.5: Focused Survey and Buffers for Nesting Migratory Birds and Raptors Mitigation measures BIO-1.2 to 1.5 include preventative measures including various surveys, pre-construction measures, buffers, and monitoring to protect different habitats and species.
ATTACHMENTS
1. Resolution No. __
2. Location Map
3. Project Plans
4. Initial Study / Mitigated Negative Declaration
5. Public Comments
RESOLUTION NO. ___
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
SCOTTS VALLEY RECOMMENDING TO THE CITY COUNCIL
CERTIFICATION OF A MITIGATED NEGATIVE DECLARATION EA22- 003 AND APPROVAL OF LAND DIVISION LD22-001, FOR A NINE-LOT
SUBDIVISION LOCATED AT THE INTERSECTION OF CASA WAY AND SANDRAYA HEIGHTS ROAD / APN 023-113-36, SUBJECT TO
MITIGATION MEASURES AND CONDITIONS OF APPROVAL
WHEREAS, the City of Scotts Valley has received an application from Sandraya Heights LLC (referred to as the “applicant”) for “Sandraya Heights Land Division” project to subdivide a vacant 5.71-acre parcel into nine lots for residential development, located at the intersection of Casa Way and Sandraya Heights Road / APN 023-113-36; and WHEREAS, the Applicant has presented substantial evidence which supports the application; and
WHEREAS, the application is a “Project” pursuant to the California Environmental Quality Act (“CEQA”); and
WHEREAS, the City selected Kimley-Horn and Associates, an independent environmental consultant (“Consultant”) to conduct an Initial Study and prepare a Mitigated Negative Declaration (IS/MND), in accordance with the State CEQA Guidelines and requirements. The IS/MND (State Clearinghouse #2023070477) was duly noticed, published, and distributed for a 30-day public review period from July 21, 2023 through August 21, 2023, and was made available for public review at the Planning Department at City Hall and the City’s website; and
WHEREAS, the Planning Commission held duly published and noticed public hearings on December 14, 2023, to review and consider proposed project, hear public testimony, and provide comments and recommendations to the City Council.
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Scotts Valley (“Commission”) that the Commission hereby recommends to the City Council:
SECTION 1: That the IS/MND has been completed in compliance with the requirements of CEQA and that the Planning Commission has reviewed and considered the information within the IS/MND.
SECTION 2: That the IS/MND represents the independent judgement and analysis of the City.
SECTION 3: That the Planning Commission recommend the City Council to certify the MND and recommended mitigation measures attached hereto (Exhibit A) and incorporated herein by this reference based on the following findings pursuant to CEQA:
1. An initial study has been prepared by the City of Scotts Valley to evaluate the potential for adverse environmental impacts. City staff conducted an Initial Study for the project and prepared a Mitigated Negative Declaration to reduce potential adverse environmental impacts to less than significant levels.
2. The Mitigated Negative Declaration for the project has been completed in compliance with the California Environmental Quality Act (CEQA). The Mitigated Negative Declaration was completed in compliance with CEQA, was published and distributed to the applicable agencies, and was made available for public review for a 30-day period from July 21, 2023 through August 21, 2023 by 5:00PM.
3. All mitigation measures identified in the Mitigated Negative Declaration are included in this resolution certifying the Mitigated Negative Declaration and will be made conditions of approval of a future development that requires review and approval by the City. The Mitigation Measures are listed Exhibit A, attached hereto as, and incorporated herein by this reference.
4. The City has prepared a program to report on and monitor changes made to the project in order to mitigate or avoid significant effects on the environment. A Mitigation Monitoring Reporting Program (MMRP) will be prepared for when the City Council reviews the proposed project. The MMRP will identify the responsible monitoring and reporting parties. The MMRP will ensure compliance of the mitigation measures during future project implementation and provide the timing for implementation.
5. The environmental determination represents the independent judgement of the City. The Mitigated Negative Declaration was prepared by City staff. All reports and supporting information have been reviewed and approved by the applicable City Department Heads.
6. The documents and other materials constituting the record of the proceedings upon which the City’s decision and its findings are based will be located at the Department of Planning of the City of Scotts Valley in the custody of the Community Development Director. Copies of the Mitigated Negative Declaration and the referenced technical and/or environmental studies that were submitted for the project have been made available to the public for review at City Hall, the Planning Department, and the City’s website.
7. Based on the Initial Study and when considering the record as a whole, there is no evidence before the City of Scotts Valley, including the information in the Mitigated Negative Declaration and comments of appropriate reviewing agencies, to indicate that the proposed project could have any potential for an adverse effect on fish and wildlife resources or the habitat upon which it depends. The technical/environmental studies conducted for the proposed project identified potential impacts. Mitigation measures will reduce these impacts to less than significant levels.
SECTION 4: That the Planning Commission recommend the City Council to approve the Land Division LD22-001 as shown on the plans as submitted to the Planning Commission,
based on the following findings, subject to Conditions of Approval in Exhibit B, attached hereto and incorporated herein.
8. That the proposed land division and improvements are consistent with the zoning ordinance and General Plan. The proposed land division would result in the development of single family homes, consistent with the surrounding uses and the existing General Plan land use designation and R-1-20 Zoning district.
9. That the project site is physically suitable for the density of the land division. The proposed lots would meet minimum lot size requirements and result in the development of nine single-family homes, consistent with the surrounding neighborhood and density in the existing neighborhood. Proposed lots would meet the minimum lot size standards in the City’s zoning ordinance.
10. That the design of the land division or the proposed improvements is not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. The project meets the requirements of this finding in that the IS/MND includes mitigation that would reduce any impact to fish, wildlife or habitat to a less than significant level.
11. That the design of the land division or the type of improvements is not likely to cause serious public health problems. The project meets the requirement of this finding in that the project will not generate hazardous emissions nor be a storage facility for hazardous/ combustible materials. During project grading and construction, to reduce dust generation to minimal levels and to prevent sedimentation and discharge of contaminants off-site, mitigation requires the grading and construction contractors to implement best management practices (BMPs) and a hazardous materials containment plan, respectively. The IS/MND evaluated that the project is not expected to cause serious public health problems.
12. That the design of the land division will not conflict with easements acquired by the public at large (for access through or use of property within the land division).
The project meets the requirement of this finding in that the project will provide connections for 210-216 Sandraya Heights Road and remove a portion of the existing Sandraya Heights Road. In addition, the project would provide pedestrian access easements to Glenwood Drive and San Augustine Way as well as emergency vehicle access to Grace Way. The Scotts Valley Public Works Department and Scotts Valley Fire Protection District has reviewed the project and recommends approval subject to conditions.
NOW THEREFORE, BE IT FURTHER RESOLVED that, after careful consideration of the application and related materials, plans, maps, facts, exhibits, staff report, testimony and other evidence submitted in this matter, and incorporated herein by this reference, the Planning Commission of the City of Scotts Valley recommends City Council approve the Sandraya Heights Land Division Mitigated Negative Declaration EA22-002 and Land Division LD22-001, for the “Sandraya Heights Land Division” project, a nine-lot subdivision on the subject site, located at the intersection of Casay Way and Sandraya Heights Road /
APN 023-113-36 subject to the Mitigation Measures (Exhibit A) and Conditions of Approval (Exhibit B) which are attached hereto and incorporated herein by this reference.
THE ABOVE AND FOREGOING RESOLUTION was duly and regularly passed by the Planning Commission of the City of Scotts Valley at a meeting held on the 14th day of December 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Approved: _______________________________
Lori Gentile
Chair
Attest: ________________________________
Taylor Bateman
Community Development Director
EXHIBIT A
Mitigation Measures
MM Bio – 1.1: Spineflower Mitigation
Off-Site Spineflower Mitigation Plan
Prior to recordation of the final map and any ground disturbance requiring issuance of a grading permit by the City of Scotts Valley associated with the project site, the project applicant shall submit documentation (an Off-Site Spineflower Mitigation Plan) to the satisfaction of the Community Development Department demonstrating acceptance by a third party (i.e., the Scotts Valley School District, the Salvation Army, Land Trust Santa Cruz County, or other appropriate entity) of off-site mitigation for the replacement of the 140 square feet of impacted spineflower on the project site at a minimum ratio of 3:1. Mitigation could include, but is not limited to; 1) restoration and/or conservation efforts that benefit existing off-site spineflower populations to increase habitat value, 2) reduce threats to spineflower populations, 3) ensure that the species will persist and thrive on managed and permanently secure protected spineflower habitat, or 4) other suitable compensatory mitigation.
The Off-site Spineflower Mitigation Plan shall be prepared by an independently qualified third-party biologist (paid for by the project applicant) and reviewed and approved by the U.
S. Fish & Wildlife Service.
On-site Spineflower Mitigation Plan
If an Off-site Spineflower Mitigation Plan cannot be achieved, the project applicant shall prepare an On-site Spineflower Mitigation Plan prior to recordation of the final map and any ground disturbance requiring issuance of a grading permit by the City of Scotts Valley associated with the project site. The On-site Spineflower Mitigation Plan shall avoid disturbance to the 140 square feet existing spineflower habitat and include an appropriate buffer. It shall also include the consolidation of proposed Lots 1 and 2, which may be subdivided at a later date given an appropriate buffer to the spineflower habitat is provided.
It shall also include measures to ensure long term protection of the spineflower habitat such as a conservation easement and the establishment of an endowment fund to manage and monitor the preserved habitat areas in perpetuity.
The On-site Spineflower Mitigation Plan shall be prepared by an independently qualified third-party biologist (paid for by the project applicant) and reviewed and approved by U. S.
Fish & Wildlife Service.
MM BIO-1.2: Focused Surveys and Relocation Plan for Roosting Bats Conduct Habitat Assessment and Preconstruction Survey
A bat habitat assessment will be conducted by an independently qualified biologist to identify all trees on the site that have the potential to support roosting bats. Trees and structures determined not to support bat roosting habitat may be removed at any time of year without
harm to individual bats. However, any trees identified as providing potential bat roosting habitat will be visually surveyed during a pre-construction survey, as described below.
A pre-construction visual survey of all trees that were determined to provide potential roosting habitat will be conducted no more than seven days prior to any tree/vegetation removal activities to determine whether roosting bats are present. If the biologist determines that no bats are present, then the tree can be removed at any time of year and will not require a two-step removal process. If bats are determined to be present or if use of the tree by bats cannot be determined during the pre-construction survey, then additional measures including night-time emergence surveys, construction-free buffers and/or a two-step tree removal will be implemented, as described below.
Two-Step Tree Removal
Two-step removal of trees may be utilized to remove trees identified as currently supporting roosting bats or to remove trees that were determined to provide potential habitat but could not be adequately visually surveyed during the pre-construction survey. However, a twostep tree removal can only be conducted outside of the maternity and over-wintering seasons, i.e., can only be conducted during the periods from March 1 to April 15 or from August 15 to October 15, and only when fair-weather nights are forecasted.
The two-step removal process consists of two consecutive days of work. On Day 1, a qualified biologist would direct a tree trimming crew to trim the tree in such a way as to make the tree less suitable/attractive for bats. To the degree practicable, removed branches should be chipped nearby. The disturbance caused by the noise and vibration of the tree trimming and chipping during Day 1 would serve to encourage any bats using the tree to vacate their roosts. The following day, the tree would be completely removed. A qualified biologist does not need to be present during the Day 2 tree removal activities. To the extent practicable, Day 1 activities should occur in the afternoon or early evening and Day 2 activities should occur during morning hours.
Nighttime Emergence Survey
Alternately, for any trees that could not be adequately visually surveyed during the preconstruction survey, a nighttime emergence survey can be conducted by an independently qualified biologist on a fair-weather night during the volant season (March 1-October 15) to determine if bats are present. If bats are found to be absent, the tree can be removed; if bats are found to be present, and it is within the maternity season (April 15-August 15), further investigation must occur to determine whether a maternity colony is roosting in the tree. If bats are found to be present and it is outside of the maternity season (March 1 through April 14 or August 16 through October 15), the two-step removal process could be utilized to remove the tree, as described above.
Construction-free Buffers
If a maternity colony or overwintering colony is identified on the site, then a constructionfree buffer will be established around the tree(s) and remain in place until it has been
determined that the colony is no longer active. Tree removal should occur between March 1 and April 14 or between August 16 and October 15, as described above, utilizing the twostep removal method to avoid interfering with an active nursery and/or overwintering bats.
MM BIO-1.3: Focused Surveys and Relocation Plan for Dusky-Footed Woodrats Pre-Construction Survey
An independently qualified biologist will conduct a pre-construction survey for San Francisco dusky-footed woodrat nests no more than 30 days and no less than 14 days prior to the onset of construction activities. This survey timing allows for the scheduling of woodrat nest deconstruction. The survey will encompass all construction zones and surrounding lands within 50 feet. If the results of focused surveys for are negative, no further mitigation is required. If surveys do find the San Francisco dusky-footed woodrat present, the applicant shall prepare a plan to avoid and minimize impacts of the project on the San Francisco dusky-footed woodrat, as described below.
Nest Deconstruction and Relocation
Identified nests will be avoided, where possible. If avoidance is not possible, an independently qualified biologist shall prepare and submit a nest relocation plan to the CDFW for approval prior to the deconstruction and relocation of any nest(s). The project applicant shall submit documentation to the satisfaction of the Community Development Department demonstrating approval by the California Department of Fish and Wildlife (CDFW) of the relocation plan for the San Francisco dusky-footed woodrat.
The CDFW approved plan would likely include manually deconstructing any nests that cannot be avoided. This deconstruction will be conducted by a qualified biologist (approved by CDFW) likely when helpless young are not present, typically during the non-breeding season (October-January). If practicable, any woodrat nests that are deconstructed as per the above shall be reconstructed on the site within appropriate habitat that will not be impacted by the project.
Construction-free Buffers
If it is determined during the pre-construction survey that young may be present, a suitable buffer depending on the timing within the breeding season (ranging from 15-50 feet) will be established around the nest and maintained during construction until the young are independent and have successfully moved from the nest on their own.
MM BIO-1.4: Focused Surveys and Relocation Plan for Monarch Butterfly Pre-construction Surveys and Avoidance
While a few individual monarch butterflies were observed in October and November of 2021 foraging on coyote brush flowers, no aggregates have been observed during surveys conducted on-site in the Fall of 2021 and Spring of 2022. Additionally, while aggregates are conspicuous, no occurrences have ever been reported for this site. Nonetheless, as a prudent measure, seven days prior to any construction activities, a monarch butterfly
aggregates survey, conducted in favorable weather conditions, shall be conducted by a qualified biologist over the project site, and within 100 feet where access is possible.
If an active aggregation is present on the project site, all construction, grading, and construction-related noise shall be seasonally timed to avoid impacts to aggregating monarch butterflies. Alternatively, a temporary fence may be installed along the outer boundary of an adequate buffer zone (as determined by a qualified biologist) of an aggregation prior to any grading and construction activities on the project site. With authorization of an approved biologist, construction may occur within 100 feet of aggregations under the direction of a qualified biologist monitoring conditions on the project site.
If no aggregations are observed, no further mitigation is required.
Survey Requirements and Timing
Before the City issues grading or building permits, the project applicant shall submit written documentation that construction and grading is occurring outside the winter roosting season, or that monarch surveys have been conducted, and buffer requirements specified above are in place (if applicable). The designated biologist shall prepare and submit a written report of the findings of the pre-construction survey to Scotts Valley for review prior to finalization. This measure, including the fencing location, shall be incorporated into the grading plans for the Project.
Monitoring
The project applicant shall provide written compliance before the City issues any grading or building permit(s) and designate an independently qualified biological monitor to conduct recurrent site inspections to ensure compliance throughout the construction period if monarch butterflies are present.
MM BIO -1.5: Focused Survey and Buffers for Nesting Migratory Birds and Raptors The applicant shall schedule all on-site tree removal and grading to occur between August 15th and February 1st of any given year to avoid the bird nesting season. If this schedule is not practical, the applicant shall hire a qualified biologist to conduct preconstruction nesting bird surveys no more than two weeks prior to removal of trees and grading. If nesting birds are observed, the biologist will establish a buffer zone where no tree removal or grading will occur until the biologist confirms that all chicks have fledged. The buffer zone may vary from 50 to 250 feet, depending upon the species of bird and exposure of the nest site.
EXHIBIT B
Conditions of Approval
STANDARD
1. Developer has agreed to and shall defend, indemnify and hold harmless the City of Scotts Valley, its officers, agents and employees from any claim, action or proceeding against the City or its officers, agents or employees to attach, set aside, void or annul any action of the City in connection with approvals under the California Environmental Quality Act or with respect to approval of the project. The City shall promptly notify the developer of any such claim, action or proceeding and shall fully cooperate in defense.
2. After City Council approval, the property owner shall sign the Conditions of Approval (Exhibit B) agreeing to the Conditions of Approval prior to the issuance of any building permits, transfer of title, or within 30 days of approval of this application, whichever occurs first.
3. After City Council approval, the property owner shall have a signed and notarized copy of the Notice of Conditions of Approval recognizing this application (provided by the City), recorded at the County Recorder’s Office prior to issuance of any building permits or operation of the use.
4. All required building permits shall be obtained and the applicant shall pay all appropriate fees prior to commencement of any construction on the property.
PLANNING DEPARTMENT
5. The Final Subdivision Map and all constructed improvements shall be in conformance with the plans prepared for this project by C2G Civil Consultants, dated January 20, 2023, received by the City August 17, 2023. Minor modifications to these plans that do not alter the overall concept or density of this project may be approved by the Community Development Director.
6. The Applicant shall notify the property owners abutting Sandraya Heights Road and obtain approval from the Public Works Director prior to demolishing any portion of the existing Sandraya Heights Roadway.
7. The Applicant shall submit an executed agreement to quitclaim rights to the existing Sandraya Heights Roadway prior to building permit issuance and recordation of final parcel map.
8. Prior to issuance of certificate of occupancy for any new residence on the project site, the western portion of the existing Sandraya Heights Road shall be demolished per the approved plans.
9. The curbs in the proposed emergency vehicle access roadway shall be painted red
to restrict parking at anytime.
10. The final design of the project may require minor changes such as shifting a driveway, resulting in the change of the final number of on-street parking spaces, as a condition of approval a minimum of 20 on-street parking spaces shall be provided on the proposed roadway at the time of project completion.
11. Future development on the property shall avoid reducing the amount of available street parking to the extent feasible.
12. All construction storage areas shall be screened from the public right of way.
13. All mitigation measures in the are hereby incorporated as conditions of approval.
14. The proposed emergency vehicle access road and bollards shall be reviewed and approved by the City and other emergency responders, as necessary, prior to issuance of building permits. If required, the road shall be modified to meet emergency services requirements.
Lighting
15. All exterior lighting shall be the minimum necessary for security and all lighting shall be down shining with the light source not directly visible from adjacent properties.
Where deemed necessary by the Community Development Director light cutoffs/shields shall be installed.
Trees and Landscaping
16. Landscaping shall be in substantial conformance with the conceptual landscape plan.
Prior to issuance of building permits, the applicant shall prepare a landscaping installation phasing plan to be reviewed and approved by the Community Development Director.
17. The landscaping improvements shall be permanently maintained and irrigated.
18. To the extent feasible, all landscaping shall be installed prior to the occupancy of the final home.
19. All recommendations in the Arborist Report prepared by Live Oak Associates, Inc. dated November 2021, are incorporated as conditions of project approval.
20. Tree removal shall not occur until a grading or building permit has been issued for the project.
21. The final grading plans and improvement plans shall be reviewed and approved by the project Arborist prior to any grading and if deemed necessary additional tree preservation measures shall be applied to the project.
22. The project arborist shall place a monetary value on trees preserved on development sites and a surety bond in an amount equal to the value of the preserved trees shall be deposited with the city prior to issuance of a grading/building permit for the project.
If damage occurs to the preserved trees during development and/or construction, funds will be drawn from the deposited amount. Funds remaining in the account will be returned to the applicant upon final inspection of the project.
23. During the pre-construction phase of development the project arborist shall inspect tree protection fencing and the completion of pre-construction treatments. This inspection shall be completed prior to the issuance of any grading or building permits.
24. The project arborist shall routinely inspect the development site through the term of the project.
25. Upon completion of construction activities, the project arborist shall submit written documentation stating that all recommended tree preservation measures have been completed prior to Building Permit final for the project.
26. The cost of the project arborist review and implementation of conditions, site inspection and related work shall be borne by the applicant.
CC&R’s
27. CC&R's for the on-going management and maintenance of the site shall be approved by the City Attorney and executed by the property owner prior to approval of the final map. and recorded prior to building permit final. The property owner/applicant shall pay for all review and recording costs. The CC&Rs shall include provisions for the following:
a. Uniform standards for maintenance and upkeep of exterior buildings and grounds.
b. Utility maintenance provisions addressing commonly owned infrastructure including, but not limited to, landscaping water lines and bioretention facilities. c. An enforcement mechanism for the City in case of failure to maintain the ongoing maintenance and management of the parcels. d. Maintenance of the proposed roadways, drainage improvements, landscaping, and all other subdivision improvements.
e. A parking plan that specifies “No Parking” areas and fire lanes. f. Require curb and striping to be consistent with the Uniform Fire Code, and allow Police Department enforcement of no parking on the private street; and,
28. Prior to the recordation of the final map, the applicant shall provide to the City a copy of recorded Covenants, Conditions and Restrictions (“CC&Rs”) that include the following language:
a. Notwithstanding anything to the contrary in this declaration, no amendment that deals with any of the following matters shall be effective without prior written consent to the City’s Community Development Director or its designee:
(1) Any amendments to provisions in the CC&Rs that benefit the City, and all defined terms therein, each of which were required as a condition of approval for the development.
b. The City is a third-party beneficiary of the declaration pursuant to California Civil Code section 1559. Notwithstanding any provision of the declaration to the contrary, and with respect to matters within the regulatory powers of the City, the City has the right, but not any duty, to enforce the terms of this declaration that benefit the City, in the City’s absolute discretion.
29. The CC&Rs shall include a coversheet with a summary table identifying where the conditions of approval have been addressed in the document.
Grading
30. All recommendations in the Geotechnical Report titled “Proposed 10 Lot Residential Subdivision Sandraya Heights Road” prepared by Earth Systems Pacific, dated March 2022, are incorporated as conditions of project approval. The limits of grading shall be clearly marked on the site prior to the issuance of a grading or building permit.
31. The project applicant shall ensure that the project incorporates appropriate geotechnical recommendations for the seismic ground shaking, seismic-related ground failure and liquefaction, landslide susceptibility, erosion and erosion control, soil stability, expansive soils, and any other appropriate issue. Prior to building permit issuance, the project geotechnical engineer shall review the plans submitted for a grading/building for compliance with the recommendation of the geotechnical report.
Once the plans comply with the recommendations, the project geotechnical engineer shall provide a plan review letter stating that the project design meets all of the geotechnical report recommendations.
Cultural Resources
32. The project applicant shall ensure that notes on any plans that require ground disturbing excavation that there is a potential for exposing buried cultural resources including prehistoric Native American burials.
33. The project applicant shall retain a Professional Archaeologist on an “on-call” basis during ground disturbing construction to review, identify and evaluate any potential cultural resources that may be inadvertently exposed during construction. The
archaeologist shall review and evaluate any discoveries to determine if they are historical resource(s) and/or unique archaeological resources under the California Environmental Quality Act (CEQA).
34. If the Professional Archaeologist determines that any cultural resources exposed during construction constitute a historical resource and/or unique archaeological resource or tribal cultural resource under CEQA, he/she shall notify the City of Scotts Valley and other appropriate parties of the evaluation and recommend mitigation measures to mitigate to a less-than significant impact in accordance with California Public Resources Code Section 15064.5. Mitigation measures may include avoidance, preservation in-place, recordation, additional archaeological testing and data recovery among other options.
35. The completion of a formal Archaeological Monitoring Plan (AMP) and/or Archaeological Treatment Plan (ATP) that may include data recovery may be recommended by the Professional Archaeologist if significant archaeological deposits are exposed during ground disturbing construction. Development and implementation of the AMP and ATP and treatment of significant cultural resources will be developed in consultation with any regulatory agencies and culturally affiliated Native American tribes who have expressed interest with tribal cultural resources for Scotts Valley.
36. If potential historical or unique archaeological resources are discovered during construction, suspend all work in the immediate vicinity (within approximately 50 feet) and avoid altering the materials and their context pending site investigation by a qualified archaeological or cultural resources consultant retained by the project applicant. Construction work shall not commence again until the archaeological or cultural resources consultant has been given an opportunity to examine the findings, assess their significance, and offer proposals for any additional exploratory measures deemed necessary for the further evaluation of, and/or mitigation of adverse impacts to, any potential historical resources or unique archaeological resources that have been encountered.
37. If the find is determined to be an historical or unique archaeological resource, and if avoidance of the resource would not be feasible, the archaeological or cultural resources consultant shall prepare a plan for the methodical excavation of those portions of the site that would be adversely affected. The plan shall be designed to result in the extraction of sufficient volumes of non-redundant archaeological data to address important regional research considerations. The work shall be performed by the archaeological or cultural resources consultant, and shall result in detailed technical reports. Such reports shall be deposited with the California Historical Resources Regional Information Center. Construction in the vicinity of the find shall be accomplished in accordance with current professional standards and shall not recommence until this work is completed.
38. The project applicant shall assure that project personnel are informed that collecting significant historical or unique archaeological resources discovered during