Agenda — Roseville City Council, April 3, 2024 (part 3 of 8)

The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. BSK makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

R-VALUE TEST
(ASTM D2844)
Limited Geotechnical Investigation B-4
JM-50 Park
Between Monarch Grove St. and Upland Dr.

Roseville, California
D. Tower
C. Foulk
Figures.indd
03/09/22
G22-025-11S FIGURE

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Geotechnical Engineering Investigation Report BSK Project No. G22-025-11L JM-50 Park March 24, 2022
Roseville, California

APPENDIX C
Important Information About
This Geotechnical-Engineering Report

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Geotechnical-Engineering Report
Important Information about This
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes.

While you cannot eliminate all such risks, you can manage them. The following information is provided to help.

The Geoprofessional Business Association (GBA)
has prepared this advisory to help you – assumedly
a client representative – interpret and apply this
geotechnical-engineering report as effectively as
possible. In that way, you can benefit from a lowered
exposure to problems associated with subsurface
conditions at project sites and development of
them that, for decades, have been a principal cause
of construction delays, cost overruns, claims,
and disputes. If you have questions or want more
information about any of the issues discussed herein,
contact your GBA-member geotechnical engineer.

Active engagement in GBA exposes geotechnical
engineers to a wide array of risk-confrontation
techniques that can be of genuine benefit for
everyone involved with a construction project.

Understand the Geotechnical-Engineering Services
Provided for this Report
Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities.

The culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations.

Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions.

Geotechnical-Engineering Services are Performed
for Specific Purposes, Persons, and Projects,
and At Specific Times
Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil-works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client.

Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnicalengineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project.

Do not rely on this report if your geotechnical engineer prepared it:
• for a different client;
• for a different project or purpose;
• for a different site (that may or may not include all or a portion of the original site); or
• before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations.

Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time – if any is required at all – could prevent major problems.

Read this Report in Full
Costly problems have occurred because those relying on a geotechnicalengineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full.

You Need to Inform Your Geotechnical Engineer
About Change
Your geotechnical engineer considered unique, project-specific factors when developing the scope of study behind this report and developing the confirmation-dependent recommendations the report conveys.

Typical changes that could erode the reliability of this report include those that affect:
• the site’s size or shape;
• the elevation, configuration, location, orientation,
function or weight of the proposed structure and
the desired performance criteria;
• the composition of the design team; or
• project ownership.

As a general rule, always inform your geotechnical engineer of project or site changes – even minor ones – and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept

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responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered.

Most of the “Findings” Related in This Report
Are Professional Opinions
Before construction begins, geotechnical engineers explore a site’s subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ – maybe significantly – from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed.

This Report’s Recommendations Are
Confirmation-Dependent
The recommendations included in this report – including any options or alternatives – are confirmation-dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation-dependent recommendations if you fail to retain that engineer to perform construction observation.

This Report Could Be Misinterpreted
Other design professionals’ misinterpretation of geotechnicalengineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to:
• confer with other design-team members;
• help develop specifications;
• review pertinent elements of other design professionals’ plans and specifications; and
• be available whenever geotechnical-engineering guidance is needed.

You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform constructionphase observations.

Give Constructors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can shift unanticipated-subsurface-conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you’ve included the material for information purposes only. To avoid misunderstanding, you may also want to note that “informational purposes” means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect.

Read Responsibility Provisions Closely
Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes.

To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions.

Your geotechnical engineer should respond fully and frankly.

Geoenvironmental Concerns Are Not Covered
The personnel, equipment, and techniques used to perform an environmental study – e.g., a “phase-one” or “phase-two” environmental site assessment – differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk-management guidance.

Obtain Professional Assistance to Deal with
Moisture Infiltration and Mold
While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer’s services were not designed, conducted, or intended to prevent migration of moisture – including water vapor – from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material-performance deficiencies.

Accordingly, proper implementation of the geotechnical engineer’s recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building-envelope or mold specialists on the design team.

Geotechnical engineers are not building-envelope or mold specialists.

Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any kind.

Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent or intentional (fraudulent) misrepresentation.

Telephone: 301/565-2733
e-mail: [email protected] www.geoprofessional.org

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DRAW
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DRAWINGS
Project: __________________________

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AB 626 - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

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AB 626 - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.

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AB 626 - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each

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AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is

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AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

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© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Issuances & Revisions
Key Plan/Consultant Stamp
Stamp JOHN BYOUK PARK (JM-50) 100% Construction Documents APN 498-010-030-000 4651 UPLAND DR CITY PARK SITE JM50 - ROSEVILLE, CA 95747 No. Description Date
Project Number:

Date:

Scale:

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GENERAL NOTES,

LEGEND, &

ABBREVIATIONS
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EXISTING CONDITIONS

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DEMOLITION PLAN

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5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS DN 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS DN EV CHARGING ONLY EV CHARGING ONLY VFD © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

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SURFACE

IMPROVEMENT PLAN

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SURFACE

IMPROVEMENT PLAN

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CORNER SIGHT

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GRADING PLAN

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GRADING PLAN

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NOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS NOT TO SCALENOTE: SEE GRADING PLAN FOR ELEVATIONS © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

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GRADING SECTIONS

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UTILITY PLAN

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5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS DN 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS DN EV CHARGING ONLY EV CHARGING ONLY © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

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STORMWATER

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EROSION CONTROL
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EROSION CONTROL

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PARKING
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MINIMUM

ACCESSIBLE
VAN
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21-1745
2024/03/12
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
C8.0

DETAILS

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/12
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
C8.1

DETAILS

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/12
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
C8.2

DETAILS

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/12
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
C8.3

DETAILS

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/12
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

DETAILS
C8.4

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/12
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

DETAILS
C8.5

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
GENERAL:

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE LATEST EDITION AND AMENDMENTS OF THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS.

2. THE CITY OF ROSEVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM.

THE CONTRACTORS SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600.

3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM EXCAVATION.

4. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE SAME.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE JOB SITE.

6. THE CONTRACTOR SHALL PLACE BOXED SURVEY MONUMENTS WITH 1-1/2" BRONZE HEAD SET IN CONCRETE (STD. DWG. ST-36) AT LOCATIONS SHOWN ON THESE PLANS.

7. A.C. SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE PARALLEL WITH THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED, RE-COMPACTED, AND RESEALED PRIOR TO PAVING.

8. ANY EXISTING CONCRETE SURFACE TO BE REMOVED SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE.

9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT SHALL BE ACCEPTED BY THE

ENGINEERING DIVISION OF PUBLIC WORKS BEFORE START OF WORK IN RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH CALIFORNIA MUTCD LATEST EDITION. AT LEAST ONE LANE IN EACH DIRECTION SHALL REMAIN OPEN TO TRAFFIC UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC CONTROL HOURS ARE SUBJECT TO LIMITATION BY THE CITY. TRAFFIC CONTROL WITH LANE CLOSURES THAT AFFECT TRAFFIC FLOW MAY REQUIRE NIGHT WORK. IF, AS A PART OF TRAFFIC CONTROL MEASURES, A ROADWAY

CLOSURE HAS BEEN APPROVED, THE CONTRACTOR SHALL NOTIFY DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR 72 HOURS IN ADVANCE OF SETTING UP THIS CLOSURE.

10. CURB RAMPS CONFORMING TO ALL ADA AND TITLE 24 REQUIREMENTS SHALL BE PLACED AT ALL NEW STANDARD CURB RETURNS (STANDARD DRAWING ST-27) AND STANDARD TYPE A-7 DRIVEWAYS. WHERE EXISTING RAMPS DO NOT MEET CURRENT ADA AND TITLE 24 REQUIREMENTS, THE RAMPS SHALL BE UPGRADED IN CONFORMANCE WITH MINIMUM TITLE 24 REQUIREMENTS. WHERE EXISTING RAMPS DO NOT

INCLUDE DETECTABLE WARNING PANELS (TRUNCATED DOMES), PANELS SHALL BE RETROFITTED PER THE CONSTRUCTION STANDARDS.

11. DRAIN INLETS NOT WITHIN A PAVED AREA SHALL HAVE A 12" WIDE COLLAR OF 6" THICK P.C.C. OR 2" THICK A.C.

12. PRIOR TO THE CERTIFICATE OF COMPLETION ON ALL SINGLE-FAMILY RESIDENTIAL SUBDIVISIONS,

THE DEVELOPER SHALL SUBMIT A LETTER FROM THE POST OFFICE STATING THAT ITS REQUIREMENTS FOR MAILBOX CLUSTER PADS HAVE BEEN SATISFIED.

13. ALL UNDERGROUND UTILITIES WITHIN EXISTING OR PROPOSED CITY OF ROSEVILLE EASEMENTS SHALL REQUIRE A MINIMUM OF 90% COMPACTION ON THE TRENCH BACKFILL. COMPACTION OF BACKFILL BY

JETTING IS NOT PERMITTED IN CITY OF ROSEVILLE RIGHT OF WAY AND EASEMENT AREAS OR WITHIN DEDICATED RECLAIMED WATER, STORM, SEWER OR WATER EASEMENTS AND MAINS.

14. THE DEVELOPERS CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING ONE-WEEK PRIOR TO STARTING WORK. MEMBERS OF THE CITY OF ROSEVILLE DEVELOPMENT SERVICES DEPARTMENT,

ENVIRONMENTAL UTILITIES DEPARTMENT AND ALL OTHER UTILITY REPRESENTATIVES SHALL BE NOTIFIED BY THE CONTRACTOR AS TO THE DATE AND LOCATION OF THE MEETING.

15. PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE CONTRACTOR SHALL SUBMIT TO THE

DEVELOPMENT SERVICES DEPARTMENT OR ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A COPY OF

THE COMPANY'S ANNUAL CALOSHA TRENCHING PERMIT AND A COPY OF THE COMPANY'S LETTER INFORMING CALOSHA OF THE TIME THE TRENCHING IS COMMENCING AND THE LOCATION OF THE WORK.

16. ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED WITH THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET FORTH IN CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION. NON-REFLECTIVE PAVEMENT MARKERS SHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION.

17. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT EXISTING SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR MAKE REPLACEMENT OF ALL

CRACKED AND OTHERWISE PRE-EXISTING DAMAGED PUBLIC IMPROVEMENTS ALONG THE FRONTAGE OF

THE PROJECT SITE AND ANY DAMAGE RESULTING FROM CONSTRUCTION TO CURRENT CITY STANDARDS AND AT THEIR OWN EXPENSE. THE EXTENT OF THE REPAIRS SHALL BE DETERMINED BY THE DEVELOPMENT

SERVICES CONSTRUCTION INSPECTOR AND SHALL BE COMPLETED PRIOR TO THE CITY ACCEPTANCE OF THE IMPROVEMENTS.

18. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE PLACED CONTIGUOUS TO EXISTING, ALL ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL ABUTTING SIDEWALK ENDS

SHALL BE DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND THREE DOWELS FOR WIDER SIDEWALK. ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18 INCHES APART AT GUTTER PAN MID-SECTION. DOWEL CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE FROM PERPENDICULAR. THE PENETRATING PORTION

OF THE DOWEL AND THE ENTIRE (CLEANED) VERTICAL SURFACE OF THE ADJOINING, EXISTING CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD TWO-PART EPOXY.

19. WHEN SAWCUTTING WITHIN THE STREET FOR TRENCHING OR OTHER PURPOSES, CONTRACTOR SHALL GRIND 1½” OF PAVEMENT BETWEEN THE LANE LINES (FROM LANE STRIPE TO LANE STRIPE) UPON COMPLETION OF THE SAWCUTTING AND OR TRENCHING WORK. WHERE THE SAWCUTTING OCCURS BETWEEN THE CURB AND GUTTER AND NEAREST LANE STRIPE (INCLUDING BIKE LANES), THE SAME 1 ½” GRIND SHALL BE REQUIRED. CONTRACTOR TO PLACE A PETROMAT FABRIC OR APPROVED EQUAL BY THE

CITY OF ROSEVILLE AND OVERLAY FROM LANE STRIPE TO LANE STRIPE, OR CURB TO LANE STRIPE AND RESTRIPE OR REPLACE ANY DELINEATORS REMOVED DURING THE GRIND.

20. ALL PUBLICLY MAINTAINED STORM DRAIN ON PRIVATE PROPERTY SHALL BE A MINIMUM OF 12

INCHES IN DIAMETER AND SHALL BE RCP CL IV, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

21. FOR RESIDENTIAL SUBDIVISIONS, UNLESS OTHERWISE APPROVED BY DEVELOPMENT SERVICES

ENGINEERING, THE FINAL GRADING OF THE PROJECT SITE SHALL BE CONSTRUCTED TO ACCOMMODATE A MAXIMUM DRIVEWAY SLOPE OF 14% FOR EACH RESIDENTIAL LOT, AS MEASURED FROM THE BACK OF THE SIDEWALK TO THE GARAGE (20-FT SET BACK). IT WILL REMAIN

THE RESPONSIBILITY OF THE BUILDERS/DEVELOPER TO DESIGN A HOUSE THAT PROVIDES SUITABLE ACCESS TO THE PARCEL.

22. THE CONTRACTOR SHALL PLACE FILTER FABRIC BETWEEN THE INITIAL BEDDING AND BACKFILL AND THE TRENCH BACKFILL FOR SANITARY SEWERS DEPTH GREATER THAN 15 FEET MEASURED TO THE PIPE INVERT.

GRADING:

1. GRADING SHALL CONFORM TO APPENDIX CHAPTER 33 UBC, LATEST EDITION, AND TO THE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT BY . (ENGINEERING DIV. FILE NO. 308-1013)

2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS SPECIFIED IN THE

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT OR AS DETERMINED BY THE CITY INSPECTOR. THE SWPPP IS CONSIDERED A DYNAMIC DOCUMENT AND WILL CHANGE AS CONDITIONS WARRANT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AS SHOWN ON THE SWPPP PLAN.

3. LOTS SHALL BE GRADED WITH A CONSTANT SLOPE ALONG THE FRONTAGE OF THE RIGHT-OF-WAY, FROM BUILDING SETBACK LINE TO BACK OF SIDEWALK. ALL TEMPORARY AND PERMANENT SLOPES STEEPER THAN 4:1 ALONG THIS FRONTAGE SHALL HAVE EROSION NETTING INSTALLED.

4. ALL REAR LOT CORNER ELEVATIONS SHALL BE EQUAL TO OR GREATER THAN THE HIGHEST

ADJACENT PAD GRADE UNLESS SPECIFICALLY SHOWN ON THESE PLANS AND APPROVED BY ENGINEERING DIVISION.

5. NON-POTABLE WATER SHALL BE SPRAYED ON ALL EXPOSED EARTH SURFACES DURING CLEARING GRADING, EARTH MOVING, AND OTHER SITE PREPARATION ACTIVITIES. THE EXPOSED EARTH SHALL BE WATERED THROUGHOUT THE DAY TO MINIMIZE DUST.

6. TARPAULINS OR OTHER EFFECTIVE COVERS SHALL BE USED ON ALL STOCKPILED EARTH MATERIAL AND ON HAUL TRUCKS TO MINIMIZE DUST.

7. THE CITY SHALL HAVE THE AUTHORITY TO STOP ALL GRADING OPERATIONS, IF, IN OPINION OF CITY

STAFF, INADEQUATE DUST CONTROL MEASURES ARE BEING PRACTICED OR EXCESSIVE WIND CONDITIONS CONTRIBUTE TO FUGITIVE DUST EMISSIONS.

8. ADJACENT STREET FRONTAGES SHALL BE SWEPT AT LEAST ONCE A DAY TO REMOVE SILT AND OTHER DIRT WHICH IS EVIDENT FROM CONSTRUCTION ACTIVITIES. REFER TO SCHEDULES WITHIN SWPPP.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING CONSTRUCTION VEHICLES LEAVING

THE SITE ON A DAILY BASIS TO PREVENT DUST, SILT AND DIRT FROM BEING RELEASED OR TRACKED OFFSITE. REFER TO SWPPP FOR SPECIFIC REQUIRMENTS.

10. CONSTRUCTION SHALL STOP IF CULTURAL RESOURCES ARE SUSPECTED. IT IS POSSIBLE THAT PREVIOUS ACTIVITIES HAVE OBSCURED SURFACE EVIDENCE OF CULTURAL RESOURCES. IF SIGNS

OF AN ARCHEOLOGICAL SITE, SUCH AS ANY UNUSUAL AMOUNTS OF STONE, BONE, OR SHELL,

ARE UNCOVERED DURING GRADING OR OTHER CONSTRUCTION ACTIVITIES, WORK SHALL BE HALTED WITHIN 100 FEET OF THE FIND AND THE ROSEVILLE COMMUNITY DEVELOPMENT DEPARTMENT SHALL BE NOTIFIED. A QUALIFIED ARCHEOLOGIST SHALL BE CONSULTED FOR AN ON-SITE EVALUATION. THE ARCHEOLOGIST MAY REQUIRE ADDITIONAL MITIGATION.

11. SHOULD GRADING OPERATIONS UNCOVER HAZARDOUS MATERIALS, OR WHAT APPEARS TO BE HAZARDOUS MATERIALS, THE FIRE DEPARTMENT SHALL BE CONTACTED IMMEDIATELY AT (916) 774-5820. THE AREA, WHICH CONTAINS THE HAZARDOUS MATERIALS, SHALL BE MARKED OFF UNTIL AN INVESTIGATION BY A MEMBER OF THE FIRE DEPARTMENT IS CONDUCTED.

12. GRADES SHOWN OUTSIDE OF THE PUBLIC RIGHT OF WAY WITHIN THE APPROVED GRADING PLAN

ARE SUBJECT TO FURTHER REVIEW AND MODIFICATION BY THE BUILDING DIVISION FOR COMPLIANCE WITH THE UNIFORM BUILDING CODE AND STATE OF CALIFORNIA TITLE 24 HANDICAP ACCESSIBILITY REQUIREMENTS.

13. THE CONTRACTOR/DEVELOPER IS EXPECTED TO COMPLY WITH THE FUGITIVE DUST CONTROL REQUIREMENTS FROM THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT:

WWW.PLACER.CA.GOV/APCD

14. CONTAMINATED SOIL - DEVELOPER AGREES TO PROPERLY ADHERE TO ALL THEN CURRENT STATE

AND FEDERAL REQUIREMENTS WHEN ANY EVIDENCE OF TOXIC, HAZARDOUS OR CONTAMINATED

SOILS ARE ENCOUNTERED DURING ANY AND ALL EXCAVATION OR GRADING OPERATIONS, AND

TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OR ROSEVILLE, ITS OFFICERS, AGENTS

AND EMPLOYEES, FROM ANY AND ALL LIABILITY, COSTS, CLAIMS, FEES, FINES, PENALTIES AND CLAIMS OF OR DAMAGE OF ANY TYPE WHATSOEVER. EXTRA COSTS FOR REMEDIATION AND/OR REMOVAL OF SOIL SHALL BE BOURN SOLELY BY THE DEVELOPER. THE PARTIES INTEND THAT THIS PROVISION BE BROADLY CONSTRUED. EROSION / SEDIMENT CONTROL:

1. THE STATE'S GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQD 99-080-DWQ) REQUIRES THE PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR SITES WITH SOIL DISTURBANCES GREATER THAN OR EQUAL TO ONE ACRE, OR FROM SITES

SMALLER THAN ONE ACRE IF THE CONSTRUCTION ACTIVITY IS PART OF A LARGER PLAN OF DEVELOPMENT OR SALE THAT DISTURBS ONE ACRE OR MORE. CONSTRUCTION ACTIVITY SHALL NOT COMMENCE, NOR A

PRE-CONSTRUCTION MEETING PERMITTED TO BE SCHEDULED, PRIOR TO THE SWPPP BEING ACCEPTED BY THE CITY. FOR MORE INFORMATION SEE; http://www.roseville.ca.us/eu/stormwater_management

2. THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS INCORPORATED BY REFERENCE INTO THIS SET OF PLANS. THE SWPPP IS CONSIDERED A DYNAMIC DOCUMENT AND WILL CHANGE AS CONDITIONS WARRANT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AS SHOWN ON THESE PLANS.

3. A COPY OF THE SWPPP SHALL BE KEPT AT THE PROJECT SITE AT ALL TIMES.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS SPECIFIED IN THE SWPPP AND/OR AS DIRECTED BY CITY INSPECTOR.

5. NO GRADING OR TRENCHING, EXCEPT AS REQUIRED FOR EROSION OR SEDIMENT CONTROL, SHALL OCCUR WITHIN 35 FEET FROM THE CENTERLINE OF PERENNIAL AND INTERMITTENT DRAINAGE SWALES BETWEEN OCTOBER 15 AND APRIL 15 EXCEPT AS APPROVED BY THE DEPARTMENT OF FISH AND GAME.

6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH THE SWPPP.

7. THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WITHIN THE DEVELOPMENT FOR MAINTENANCE AND

STORAGE OF EQUIPMENT OR ANY OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER QUALITY OF THE RUNOFF IN ACCORDANCE WITH THE SWPPP.

AIR QUALITY:

THE FOLLOWING NOTES ARE PROVIDED AS REFERENCE TO APPLICABLE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT ADOPTED RULES AND REGULATIONS. COMPLIANCE WITH ALL APPLICABLE APCD RULES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. AIR QUALITY RULES ARE ENFORCED SOLELY BY THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT.

1. CONSTRUCTION EQUIPMENT EXHAUST EMISSIONS SHALL NOT EXCEED PLACER COUNTY APCD RULE 202 VISIBLE EMISSION LIMITATIONS. OPERATORS OF VEHICLES AND EQUIPMENT FOUND TO EXCEED OPACITY

LIMITS ARE TO BE IMMEDIATELY NOTIFIED BY APCD TO CEASE OPERATIONS AND THE EQUIPMENT MUST BE REPAIRED WITHIN 72 HOURS. (BASED ON APCD RULE 202)

2. THE CONTRACTOR SHALL SUSPEND ALL GRADING OPERATIONS WHEN FUGITIVE DUST EXCEEDS PLACER COUNTY APCD RULE 228 (FUGITIVE DUST) LIMITATIONS. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING AN INDIVIDUAL WHO IS CARB-CERTIFIED TO PERFORM VISIBLE EMISSIONS EVALUATIONS (VEE).

THIS INDIVIDUAL SHALL EVALUATE COMPLIANCE WITH RULE 228 ON A WEEKLY BASIS. IT IS TO BE NOTED THAT FUGITIVE DUST IS NOT TO EXCEED 40% OPACITY AND NOT GO BEYOND THE PROPERTY BOUNDARY AT ANY TIME. LIME OR OTHER DRYING AGENTS UTILIZED TO DRY OUT WET GRADING AREAS SHALL NOT EXCEED PLACER COUNTY APCD RULE 228 FUGITIVE DUST LIMITATIONS. OPERATORS OF VEHICLES AND

EQUIPMENT FOUND TO EXCEED OPACITY LIMITS WILL BE NOTIFIED BY APCD AND THE EQUIPMENT MUST BE REPAIRED WITHIN 72 HOURS. ALL PROJECTS IN EXCESS OF 5 ACRES SHALL HAVE AN APPROVED DUST CONTROL PLAN FROM THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT. (BASED ON APCD RULE 228)

3. DURING CONSTRUCTION, TRAFFIC SPEEDS ON ALL UNPAVED SURFACES SHALL BE LIMITED TO 15 MILES PER HOUR OR LESS. (BASED ON APCD RULE 228 / SECTION 401.2)

4. DURING CONSTRUCTION, NO OPEN BURNING OF REMOVED VEGETATION SHALL BE ALLOWED UNLESS PERMITTED BY THE PCAPCD. ALL REMOVED VEGETATIVE MATERIAL SHALL BE EITHER CHIPPED ON SITE OR TAKEN TO AN APPROPRIATE RECYCLING SITE, OR IF A SITE IS NOT AVAILABLE, A LICENSED DISPOSAL SITE. (BASED ON APCD RULE 310)

5. A PERSON SHALL NOT DISCHARGE INTO THE ATMOSPHERE VOLATILE ORGANIC COMPOUNDS (YOC'S)

CAUSED BY THE USE OR MANUFACTURE OF CUTBACK OR EMULSIFIED ASPHALTS FOR PAVING, ROAD

CONSTRUCTION OR ROAD MAINTENANCE, UNLESS SUCH MANUFACTURE OR USE COMPLIES WITH THE PROVISIONS RULE 217. (BASED ON APCD RULE 217).

6. PROCESSES THAT DISCHARGE 2 POUNDS PER DAY OR MORE OF AIR CONTAMINANTS, AS DEFINED BY HEALTH AND SAFETY CODE SECTION 39013, TO THE ATMOSPHERE MAY REQUIRE A PERMIT. PERMITS MAY BE REQUIRED FOR BOTH CONSTRUCTION AND OPERATION. DEVELOPERS/CONTRACTORS SHOULD CONTACT

THE DISTRICT PRIOR TO CONSTRUCTION AND OBTAIN ANY NECESSARY PERMITS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. (BASED ON THE CALIFORNIA HEALTH & SAFETY CODE SECTION 39013: (NEED LINK) City Engineer Date
Department of Development
Services
Landscape Architect
Quadriga Landscape Architecture and
Planning, Inc.
1415 21st Street, Studio A
Sacramento, CA 95811
Phone (916) 441-2129
Civil Engineer
BKF Engineers Surveyors Planners
980 9th Street, Suite 1770
Sacramento, CA 95814
Phone (916) 556-5800
Electrical Engineer
ECOM Engineering, Inc.
1796 Tribute Road, Suite 100
Sacramento, CA 95815
Phone (916) 641-5600
In accordance with the City's Noise Ordinance,
the hours of project construction shall be limited to
the following: 7:00 A.M. to 7:00 P.M. (Monday
through Friday) 8:00 A.M. to 8:00 P.M. (Saturday,
Sunday, and Holidays).

HOURS OF CONSTRUCTION
ADA Path of Travel: Sheet SOW
Drinking Fountain Layout (ADA): Sheet LS1.1
Electrical: Sheets E0.0, E0.1, E0.2, E2.0, E3.0
*Shade Structure (Poligon): Sheet LS1.5
Contractor will submit a Waste Management Plan by email to [email protected] or by fax to 916-774-5798. If
Contractor has questions or needs assistance completing a Waste Management Plan, call 916-774-5780.

FOR BLDG DEPT REVIEW

SHEET INDEX

PROJECT TEAM

WASTE MGMT PLAN

VICINITY MAP

TITLE SHEET
TS

AS NOTED
Basis of Bearings: California State Plane
Coordinates, Zone 2. US Survey Foot
Description: 3-1/4" Brass disc stamped 2018 PLS 8278, Located on the south side of Pleasant Grove Blvd. Approx. 300 feet East of the centerline of Fiddyment Road at the tob of the curb within the bus turnout in front of the bus shelter pad.

CITY BENCHMARK
City BM 125
Elev. 126.600

TS TITLE SHEET

SOW SCOPE OF WORK PLAN
C0.1 GENERAL NOTES, LEGEND, & ABBREVIATIONS
C1.0 EXISTING CONDITIONS
C2.0 DEMOLITION PLAN
C3.0 SURFACE IMPROVEMENT PLAN
C3.1 SURFACE IMPROVEMENT PLAN
C4.0 GRADING PLAN
C4.1 GRADING PLAN
C5.0 UTILITY PLAN
C6.0 STORMWATER CONTROL PLAN
C7.0 EROSION CONTROL PLAN
C7.1 EROSION CONTROL DETAILS
C8.0 DETAILS
C8.1 DETAILS
C8.2 DETAILS
C8.3 DETAILS
C8.4 DETAILS
LS1.1 LAYOUT PLAN
LS1.2 LAYOUT NOTES & LEGEND
LS1.3 LAYOUT PLAN - OMIT (12/15/23)
LS1.4 PLAY AREA ENLARGED PLANS* (Deferred Submittal)
LS1.5 SHADE STRUCTURE ENLARGEMENT &
MANUFACTURER'S DRAWINGS* (Deferred Submittal)
LS1.6 SITE DETAILS CITY STANDARDS
LS1.7 SITE DETAILS CITY STANDARDS
LI1.0 IRRIGATION CALCULATIONS, NOTES, & SCHEDULES
LI1.1 IRRIGATION LEGEND
LI1.2 IRRIGATION PLAN
LI1.3 IRRIGATION PLAN - OMIT (12/15/23)
LI1.4 IRRIGATION DETAILS CITY STANDARDS
LI1.5 IRRIGATION DETAILS CITY STANDARDS
LI1.6 IRRIGATION DETAILS BOOSTER PUMP
LP1.0 PLANTING LEGENDS, NOTES, & SCHEDULES
LP1.1 PLANTING PLAN
LP1.2 PLANTING PLAN - OMIT (12/15/23)
LP1.3 PLANTING PLAN - OMIT (12/15/23)
LP1.4 PLANTING DETAILS CITY STANDARDS & SOILS REPORT
E0.0 SYMBOLS LIST, NOTES, SHEET INDEX,

LUMINAIRE SCHEDULE
E0.1 TITLE 24 COMPLIANCE FORMS
E0.2 TITLE 24 COMPLIANCE FORMS
E2.0 ELECTRICAL SITE PLAN
E3.0 ONE LINE DIAGRAM AND LOAD CALCULATIONS
(COMFORT STATION)
T1 TITLE SHEET
T2 ACCESSIBILITY, SIGNAGE + PROJECT DATA
T3 CALGREEN CODE COMPLIANCE
A0.1 SPECIFICATIONS
A0.2 SPECIFICATIONS
A0.3 SPECIFICATIONS
A0.4 SPECIFICATIONS
A1 PLANS + ELEVATIONS
A2 SECTION + DETAILS
A3 DOOR + FINISHES SCHEDULE
S0.1 STRUCTURAL NOTES
S0.2 STRUCTURAL NOTES
S1.1 TYPICAL DETAILS
S1.2 TYPICAL DETAILS
S2.1 COMFORT STATION 1 FOUNDATION PLAN &

ROOF FRAMING PLAN
S3.1 COMFORT STATION 1 STRUCTURAL DETAILS
P-1 PLUMBING FLOOR PLANS & SCHEDULES
E1 SYMBOLS
E2 POWER AND LIGHTING PLAN
E3 TITLE 24 COMPLIANCE
E4 TITLE 24 COMPLIANCE - OMIT (01/22/24)
C3.2 CORNER SITE DISTANCE
C4.2 GRADING SECTIONS
C8.5 DETAILS
L-S1.0 BACKSTOP FOOTING NOTES AND DETAILS

SIGNATURE BLOCK
City of Roseville Approval

CITY OF ROSEVILLE PUBLIC IMPROVEMENT REQUIREMENTS
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
This project is subject to the following building City of Roseville Approval Design Codes:
2022 California Building Code with City of Roseville
Amendments (CBC)

BUILDING CODE APPLICABILITY
ADDRESS:
4651 Upland Drive
Roseville, CA 95747
APN:
498-010-030-000

PROJECT INFORMATION
NOTE:All items shown here fall under the purview of
the CBC and shall be constructed under a
separate Building Permit BD24-0472
* DEFERRED SUBMITTAL -
· Shade Structure manufacturer
drawings and footings

UTILITY REPRESENTATIVES

UTILITY REPRESENTATIVE PHONE
USA 800-642-2444
Gas PGandE Emily Pearson 530-889-3147
Electricity Roseville Electric Tiffany McAvoy 916-774-5633 Telephone N/A
Water City of Roseville Dave Samuelson 916-774-5442
Sewer City of Roseville Dave Samuelson 916-774-5442
Drainage Development Services Engineering 916-774-5339
T.V. Cable N/A

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
P
P
VFD WP
#10
P
#10
#10
#10
#10
#10
#10 #10 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS
5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS
5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
DN

UPLAND DRIVE MONARCH GROVE ST

UPLAND DRIVE SIERRA VISTA COMMUNITY

SCOPE OF WORK
PLAN
SOW

AS NOTED
City of Roseville Approval
0 30' 60'
Scale: 1" = 30'-0"
Softball Field
Facility
5-12 Play
Structure
Swing
Structure
PA
PA

JOHN BYOUK

PARK SITE
(JM-50)
ADA Path of Travel. All accessible paths of travel shall have walking surfaces not steeper than 1:20 and cross slopes of these surfaces shall not exceed 1:48 per CBC Section 11B-403.3. All walks are a minimum of 60 inches in width. Refer to Staking and Reference Plans, Sheets C3.0 and C3.1 for exact dimensions.

DESIGN DEVELOPMENT PLAN

SCOPE OF WORK LEGEND
PA
PA
PA
PA
PA
Maintenance Vehicle Path of Travel; 10'-0" minimum width. © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

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21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
Proposed Picnic Table, Typ
Proposed
Drinking Fountain
Proposed
Bench, Typ
Proposed
Trash / Recycle
Receptacles
Proposed
Comfort Station
Proposed Asphalt
Parking Area
(E) Well to be
protected in place
Conform to (E)
City Sidewalk
(E) Property Line
Location
Proposed Property
Line Adjustment
(E) Property Line
Location
Proposed Property
Line Adjustment
See School Plans
(E) Electrical Equipment
See Electrical Dwgs
Proposed Park Entry
Monument Signage
Proposed
Non-Irrigated
Hydroseed
Proposed Non-Irrigated
Hydroseed
Proposed Non-Irrigated
Hydroseed
Proposed Turf Field
Proposed Softball
Turf Field
Proposed
Non-Irrigated
Hydroseed
Proposed Low Impact
Development
Biotreatment Areas
Proposed Low Impact
Development
Biotreatment Area
Proposed Site Lighting &
Trash / Recycle Receptacles
Proposed Bike Trail
Proposed
Bench; Typ.

Gravel
Maintenance
Access Drive;
with Flexible
bollards
ADD ALTERNATE #2
Swing Set with associated Play Area
Surfacing, Play Area Concrete Curb,
Concrete Paving, bench and
planting area;
see sheet LS1.4.

Base Bid: Non-Irrigated Hydroseed;
see sheet LP1.0
ADD ALTERNATE #1
Hexagonal Shade Structure;
see sheet LS1.5.

Base Bid: No shade structure
Proposed Non-Irrigated
Hydroseed
(6) Proposed EV
Charger-Capable
Parking Stalls
(2) Proposed EV Charger Parking Stalls;
Chargers to be installed by third party
and facilitated by City of Roseville
PA
Proposed Low Impact
Development
Biotreatment Area
Proposed Low Impact
Development
Biotreatment Areas
Proposed
Bike Racks
(8 spaces)
Proposed 5'W
Stabilized
Decomposed Granite
Paving
Park-School Connection.

Coordinate with
Adventure Club for final
walkway placement

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

UPLAND DRIVE
P
P
VFD WP
#10
P
#10
#10
#10
#10
#10
#10 #10 5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS
5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS
5'-0" x 15'-0" FUTURE BLEACHERS BY OTHERS LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

DN MONARCH GROVE ST SIERRA VISTA COMMUNITY
21'-61
2 "
10'-0"
5'-0"
5'-0"
6'-5" Typ
(6'-6" max)

LAYOUT PLAN
LS1.1
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

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2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

AS NOTED
Property
Line
Concrete Walk; Per
City of Roseville Parks
P-102
Concrete Walk; Per City
of Roseville Development
Standards
P-101
PA
PA
LID
LID
Park Identification Sign
S-101
Concrete Walk;
Per City of
Roseville Parks
P-102
(E) Concrete Walk
Property
Line
Proposed
Non-Irrigated
Hydroseed
Proposed
Non-Irrigated
Hydroseed
Proposed
Non-Irrigated
Hydroseed
Proposed
Non-Irrigated
Hydroseed
Proposed
Non-Irrigated
Hydroseed
Proposed
Non-Irrigated
Hydroseed
Asphalt Concrete Walk;
Per City of Roseville Parks
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA

TURF PA

TURF PA
(E) Electrical Equipment;
See Electrical Drawings
(E) Utility Boxes;
VIF
Recycled Water
Connection; See
Civil Drawings
(E) Well to be protected
in place
(E) Curb & Gutter;
see Civil Drawings

ADJACENT PROPOSED

IMPROVEMENTS

AT SCHOOL -

NOT IN CONTRACT
PA
Property
Line
Park Lighting
Standard; Typ.

See Electrical
Drawings
E-101
6'-0" Typ
(8'-0" max)
6'-0" Typ
(8'-0" max)
Property
Line
Bench with Back
S-103
Trash / Recycling
Receptacles
S-107
Comfort Station;
See Comfort
Station Plans
Bench, Typ;
Per City of Roseville
Parks
S-103
6'-0" Typ
(8'-0" max)
7'-4" Typ
(8'-0" max)
EQ
6'-0" Typ
(8'-0" max)
Picnic Table
S-105
Picnic Table,
ADA Accessible; Typ.

S-104
ADD ALTERNATE #1
* Shade Structure; see sheet
LS1.5.

Base Bid: No shade structure
Property
Line
Bench with Back
S-103
Asphalt Concrete Walk;
Per City of Roseville Parks
Future Street
Improvements
by others
Bench with Back
S-103
Concrete Walk; Per
City of Roseville Parks
P-102
5'-0" Typ.
(8'-0" max)
LID

ADJACENT PROPOSED

IMPROVEMENTS

AT SCHOOL
Concrete Pad
for Future Use
5'-0" Typ
(8'-0" max)
Softball Field
Facility
(See Detail 2 / C8.2
(PK-49)
Concrete Mowband;
Typ. Per City of
Roseville Parks
P-103
Ball Field Surfacing at
southside of ballfield
fence; Per City of
Roseville Parks
P-201
Concrete Walk; Per
City of Roseville Parks
P-102
Dugout Layout; Typ.

See Detail PK-48 &
PK-50 / LS1.7
Ball Field Surfacing;
Per City of Roseville
Parks
P-201
Trash / Recycling
Receptacles
S-107
Park Lighting
Standard; Typ.

See Electrical
Drawings
E-101
Drinking
Fountain
S-106
10'-0" Maintenance Vehicle
Path / Concrete Walk; Typ.

Per City of Roseville Parks
P-102
Play Area Access
Ramp 'A';
See Detail PK-34 /
LS1.7
ADD ALTERNATE #2
Swing Set with associated Play Area
Surfacing, Play Area Concrete Curb,
Concrete Paving, bench and
planting area;
see sheet LS1.4.

Base Bid: Non-Irrigated Hydroseed;
see sheet LP1.0
Bench, Typ;
Per City of Roseville
Parks
S-103
0 30' 60'
Scale: 1" = 30'-0"

LAYOUT PLAN
SEE SHEET LS1.2 FOR SITE AMENITIES SCHEDULE AND LAYOUT NOTES LID
P-202
P-202
Concrete Walk;
Per City of
Roseville
Development
Standards
Concrete Walk; Per
City of Roseville Parks
P-102 Concrete Walk; Per
City of Roseville Parks
P-102
Parking Lot
Asphalt
Paving. See
Civil Drawings
P-104
Dugout Layout; Typ.

See Detail PK-48 &
PK-50 / LS1.7
Concrete Walk; Per
City of Roseville Parks
P-102
* Backstop with hood
See Detail PK-45 /
LS1.7
Gravel
Maintenance Drive
P-203
Flexible bollard
S-108
P-101
*DEFERRED SUBMITTAL -
· Shade Structure manufacturer
drawings and footings
Bike Racks
S-109
Recycled Water Use
Signade, typ (22 total)
Recycled Water Use
Signade, typ (22 total)
P-204
Stabilized
Decomposed
Granite Paving;
Per City of
Roseville Parks
Park-School Connection.

Coordinate with
Adventure Club for final
walkway placement
(6) EV Charger-Capable
Parking Stalls
(2) EV Parking Stalls. Chargers
to be installed by third party
and facilitated by City of
Roseville
S-110
Recycled Water
Use Signade, typ
(22 total)
S-110
S-110
Proposed Transformer;
See Electrical Drawings

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
4 / E0.0 (PK-29)
ADA
5 / C8.4
2 / C8.4 (PK-31)
PK-27 / LS1.6

ELECTRICAL

SYMBOL DESCRIPTION DETAIL
Lighting Standard
Per Electrical, See Sheet E1.0.

Layout per City Standard Detail PK-29

CONCRETE

SYMBOL DESCRIPTION DETAIL
Concrete Paving; per City of Roseville
Development Standards
Concrete Paving; per City of Roseville
Parks Department Standards
Concrete Mowband; 12" wide;
City of Roseville Parks Department Standards

OTHER PAVING / SURFACING

DESCRIPTION DETAIL
Parking Lot Asphalt Paving;
City of Roseville Standard
Play Area Surfacing - Fibar at 12" Depth
Ball Field Surfacing - Infield Mix
Asphalt Concrete Paving; City of Roseville
Parks Department Standard
Gravel Surfacing at Maintenance Access Drive
8" Section per Specifications
Stabilized Decomposed Granite Paving;
City of Roseville Parks Department Standard

SITE FURNISHINGS

SYMBOL DESCRIPTION DETAIL
Park Identification Sign
Model: Per City Standard Detail PK-28
Mfr: Quick Crete Products, Norco, CA; Outdoor
Creations Inc., Anderson, CA; or accepted equal.

Park Namesake Bio Sign per Specifications. Mfr: By KVO
Industries, Inc.

Bench with Back
Model: SG303P, 6-foot, perforated pattern, PVC coated
Mfr: Wabash Valley, or accepted equal
Color: As selected by the City; Install: In-ground
Picnic Table
Model: TRT08-A-10-000, 8-foot, Perforated Pattern, PVC
Coated, No Umbrella Holes
Mfr: MyTCoat, or accepted equal
(Contact: Glen Wurster [email protected] 916-923-2180) Color: As selected by the City; Install: In-ground
Picnic Table ADA Accessible
Model: TRT08-A-10-001, 8-foot, Perforated Pattern, PVC
Coated, No Umbrella Holes
Mfr: MyTCoat, or acceptable equal
Color: As selected by the City; Install: In-ground
Drinking Fountain
Model: 10145SM, dual bowl with bottle filler and
recessed hose bibb and lock door, powder coated. Do
not include Zurn drain.

Mfr: Most Dependable Fountains, or accepted equal
Color: As selected by the City; Install: Surface mount, with stainless steel carrier
Trash Receptacle
Model: Urbanscape - "FG Style" 32 Gallon
Receptacle with Solid Dome Top
Mfr: Wabash Valley, or accepted equal
Color: As selected by the City; Install: Surface Mount
Flexible Bollard:
per City of Roseville Parks Department Standards
Bike Rack:

Model: Opal
Mount: Embed in concrete
Color: As selected by the City
Mfr: Madrax 608-849-1080 or [email protected]
Recycled Water Sign:
per City of Roseville Environmental Utilities Dept Standards E-101
P-101
P-102
P-103
P-104
P-105
P-201
S-101
S-102
S-103
S-104
S-105
S-106
S-107

SITE AMENITIES SCHEDULE
C3.1
PK-36 / LS1.7
PK-37 / C8.2
2 / C8.2 (PK-49)
PK-30/ LS1.6
PK-28 / LS1.6
TBD
PK-24 / LS1.6
PK-24 / LS1.6
PK-24 / LS1.6
PK-23 / LS1.6
1 / LS1.6
not
shown

SYMBOL PLANTING AREA TYPE REFERENCE
PA 'Planting Area' See Planting Plans;
Sheets LP1.0 - LP1.4
TURF PA 'Turf Planting Area' See Planting Plans;
Sheets LP1.0 - LP1.4
LID 'Low Impact Development' Biotreatment Area See Planting Plans; Sheets LP1.0 - LP1.4
2 / LS1.6
S-108
3 / LS1.6 P-203
P-202
S-109
S-110 RW-9 / LI1.5
1 / LS1.7
P-204 PK-33/ LS1.7

LAYOUT NOTES &
LEGEND
LS1.2

1. Contractors shall not scale drawings. Verify all dimensions and conditions in the field. Notify the Owner's representative of any discrepancies on drawings requiring clarification or revision before commencing with the work.

2. Contractor shall protect all existing conditions that are to remain, and secure the property during construction.

3. Verify all existing conditions and utilities in the field. Notify Owner's representative of any discrepancies that may occur.

4. Contractor shall verify and locate all existing underground utilities and shall avoid damage to the same.

5. All critical dimensions for existing conditions shall be verified in the field before fabrication or construction of new work.

6. All work is new unless otherwise noted as "existing", "existing to remain", "(E)".

7. Any discrepancy discovered by Contractor in these plans or any field conditions discovered by contractor that may delay or obstruct the proper completion of the work per these plans shall be brought to the attention of the Owner's representative immediately upon discovery. Said notification shall be in writing.

8. Contractor shall independently review ground, topography, and tree conditions throughout the site, and assume wholly and unconditionally the risk of completing the work set out on these plans, regardless of rock, water table, or other conditions which contractor may encounter in the course of the work.

9. Any excess materials shall be considered the property of the Contractor and shall be disposed of away from the job site in accordance with applicable local, state and federal regulations, at all times during construction and until final completion.

10. Contractor to locate and install pipe sleeves under paving as needed in order to install irrigation piping according to irrigation plan.

11. All work shall be consistent with the City of Roseville Parks Construction Standards, latest edition.

LAYOUT NOTES
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

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21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

AS NOTED

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

LAYOUT PLAN
WEST
LS1.3 © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

AS NOTED
OMIT
(Omitted 12/15/23)

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
DN
**Swings:

Model: 177332 (2) Belt &
177333 (2) Tot Seats
Color: To be determined
by City of Roseville
**6'-0" Fall Zone -
Manufacturer's Limit
**8'-0" Fall Zone - City of
Roseville's Limit
Welcome Signage
**Play Area Concrete Curb;
See detail PK-36 / LS1.7
Play Area Access Ramp "A";
See detail PK-34 / LS1.7
Play Area Concrete
Curb;
See detail PK-36 /
LS1.5
Yellow paint at curbs
to match all Curbs
adjacent to Play
Structure Access
Ramp
8'-0" Fall Zone - City of
Roseville's Limit
LSI Summit PlayBooster
Color: To be determined
by City of Roseville
Proposed
Non-irrigated
Hydroseed
0 4' 8' 16'
Scale: 1/8" = 1'-0"

ENLARGED PLAY EQUIPMENT PLAN

PLAY AREA

ENLARGED PLANS
LS1.4

AS NOTED
Notes:

1. Overhead obstructions within use zones
of playground equipment that are not
part of the play structure (for example,
tree limbs) shall be at least 84 inches
above each designated play surface.

2. Contractor to ensure fall spacing doesn't
overlap, cross any curbs, or cross
pavement surfaces prior to installation.

3. See specifications for submittal, safety
and code requirements.

QUOTE: 00037849 Quote Date: 03/16/2022
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

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landscape architecture and planning, inc.

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21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

PLAY EQUIPMENT - LANDSCAPE STRUCTURES
LSI Summit PlayBooster
Age Range: (5-12 YEARS)
Max Fall Height: 84 INCHES
Color: To be determined by
City of Roseville Parks Department
Swing** (Add Alternate)
Model #: 177332 (2) Belt & 177333 (2) Tot Seats
Color: To be determined by
City of Roseville Parks Department
Note:
** Swing Set and
associated hardscape is
Add Alternate #2
**
**

LANDSCAPE STRUCTURES
Contact: Eric Jones, Ross Recreation
Ph: 916.584.0137 Email: [email protected]
P-102
S-103
** P-102
P-102
S-103
P-102

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
4'-0"
5'-3"
3'-7"
4'-0"
2'-6"
6'-0"

SHADE STRUCTURE

ENLARGEMENT &

MANUFACTURER'S

DRAWINGS
LS1.5

AS NOTED
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
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21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

ENLARGED SHADE STRUCTURE PLAN
0 4' 8' 16'
Scale: 1/8" = 1'-0"
Picnic Table, typ.

S-104
S-105
Picnic Table,
ADA Accessible; Typ.
10'-0" Maintenance Vehicle
Path / Concrete Walk; Typ.

Per City of Roseville Parks
P-102
Concrete Walk; Per
City of Roseville Parks
P-102
Proposed
Non-Irrigated
Hydroseed Note:
** Shade Structure is
Add Alternate #1
**Shade Structure,
see manufacturer
drawings above
*DEFERRED SUBMITTAL -
Shade Structure manufacturer drawings
and footing information
**Shade Structure
footing. Footing size
to be provided by
manufacturer

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
#105NS DRIVEABLE BASE (D)
8" 8"
#101NS FIXED BASE (F)
OR
#101QR FIXED BASE (FQR)

FRONT VIEW SIDE VIEW
OPTIONAL 3" X 12"

STRIP OF FLEXIBLE

HI-INTENSITY
REFLECTIVE SHEETING.

REACTIVE

SPRING UNIT

DIMENSIONS

2.18" X 2.18" X 18"
MANUFACTURER NOTES:

1. POST IS CONSTRUCTED OF FLEXIBLE POLYETHYLENE PLASTIC THAT IS RESISTANT TO ULTRAVIOLET LIGHT, OZONE, AND HYDROCARBONS.

2. UNIT HAS A REACTIVE SPRING ASSEMBLY TESTED AT 145 LBS. TENSION WITH STAINLESS STEEL CABLE.

3. SIGN SHALL HAVE AN "ANTI-TWIST" FEATURE THAT ASSURES THE SIGN WILL RETURN TO ITS ORIGINAL POSITION AFTER IMPACT.

4. SIGN MAY HAVE A "QUICK RELEASE" FEATURE WHICH ALLOWS THE SIGN TO BE REMOVED FROM THE BASE WITHOUT THE USE OF TOOLS.

5. NCHRP-350 APPROVED. MEETS M.U.T.C.D. SPECIFICATIONS.

FLEXIBLE BOLLARD SPECIFICATION (PER CITY OF ROSEVILLE, 07/31/2020) THE FLEXIBLE BOLLARD SHALL BE A TUFF POST 3" FLEXIBILE POST MANUFACTURED BY IMPACT RECOVERY SYSTEMS (HTTPS:WWW.IMPACTRECOVERY.COM/PRODUCTS/TUFF-POST-3-FLEXIBLE-POSTS/) OR APPROVED EQUAL. THE FLEXIBLE BOLLARD SHALL MEET THE FOLLOWING SPECIFICATIONS:
• HEIGHT: 28"
• POST TYPE: 3" POST
• POST COLOR: YELLOW
• POST TOP: SHORT SQUEEZE (WHEN INSTALLED, THE FLAT SIDE OF THE SQUEEZE IS SUPPOSED TO FACE TRAFFIC) • SHEETING: WHITE, 3M DIAMOND GRADE
• SHEETING QUANTITY: TWO (STD. TUBULAR)
• BASE: SURFACE MOUNT FIXED
• BASE COLOR: BLACK

AS NOTED
City of Roseville Approval

SITE DETAILS

CITY STANDARDS
LS1.6 © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc. S A C R A M E N T O | S A N T A R O S A 916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
Subgrade; per CIVIL DWGS
In planting areas, install trash
receptacle on concrete
pad. surface mount directly
on concrete pad.

F.G.

Surface mount. 1-7/8" deep
x 1/2" Ø anchor holes with
non-corrosive mounting
anchors per manufacturer.

TRASH RECEPTACLE - SURFACE MOUNT

NOT TO SCALE
Trash receptacle,
per plan
Notes:

Install per manufacturer's recommendations.

P-PA-JMP-05 12

FLEXIBLE BOLLARD

NOT TO SCALE
Header Per Standard
Detail PK-25 / LS1.6
Compacted Class II
Aggregate Base
Compacted
Subgrade; per
Geotech Report

SECTION
Adjacent
Planting Area

GRAVEL MAINTENANCE DRIVE
3/4" = 1'-0" 8" Min
P-PA-JMP-94 3

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

AS NOTED
City of Roseville Approval

SITE DETAILS

CITY STANDARDS
LS1.7 © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

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landscape architecture and planning, inc. S A C R A M E N T O | S A N T A R O S A 916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
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21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

BIKE RACK
DO NOT SCALE 4-1/4" 27-1/4" R1'-012" Holes for anchor rods. Install anchor rods per Manufacturer.

Bike rack, per plan
Concrete footing
NOTES:

1. Refer to Layout Plan for finish

2. Install bike rack per manufacturer
specifications and instructions.

F.G. 6" Typ.
6" Typ.

Concrete paving per Plan 1
P-PA-JMP-95
*DEFERRED SUBMITTAL -
Backstop footings

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
T S
HT
EXP. 6/30/24
P
STATE
RED
REG

ST IANOJ E

RUCTUR NIA
R

OF CALIFO

JAMES E

L NI RT
No. S4900
L A
N
R IN
G
E
E
N
A

S ROFE SION
A
A M
MCG-24069
per Plan/Detail

PROJECT NOTES
& DETAILS
L-S1.0
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Issuances & Revisions
Key Plan/Consultant Stamp
Stamp
No. Description Date
Project Number:

Date:

Scale:

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City of Roseville Approval JOHN BYOUK PARK (JM-50) 100% Construction Documents APN 498-010-030-000 4651 UPLAND DR CITY PARK SITE JM50 - ROSEVILLE, CA 95747 2024/03/08
EN - 24-0029
CWJ - 500100
BD -

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

IRRIGATION

CALCULATIONS

NOTES, & SCHEDULES
LI1.0

AS NOTED

1. Install irrigation system in accordance with all local codes and ordinances.

2. See details and specifications for procedures, material and installation requirements.

3. The Landscape Contractor shall inspect the site and verify conditions and dimensions prior to construction.

4. Prior to cutting into soil, locate all cables, conduits, sewers, and other utilities or architectural features that are commonly encountered underground and take proper precautions not to damage or disturb such improvements. Any damage made during the installation of the irrigation system of the aforementioned items shall be repaired and/or replaced to the satisfaction of the City's representative at the Contractor's own expense.

5. The irrigation system is designed to operate at 55 psi at point of connection to recycled water supply. Landscape Contractor shall test pressure at point of connection prior to the installation of any other irrigation equipment. Landscape Contractor to coordinate installation of booster pump with the representative prior to install. Notify Landscape Architect immediately if pressure is below 50 psi or over 60 psi to determine needed pressure regulation devices.

6. All valve boxes shall be located in shrub and groundcover areas whenever possible, and shall be bolted.

7. Adjust irrigation heads to provide full coverage and to prevent overspray onto structures or paved areas.

8. Station operation times shall not exceed the soil's infiltration rate as determined by the soils report.

9. All lateral end runs shall be 3/4" size unless otherwise noted.

1. The installation of the recycled water system shall conform to the regulations for the construction of recycled water systems within the City of Roseville and the accompanying plans and specifications.

2. All on-site recycled and potable water piping installed on this project shall be identified in accordance with the City of Roseville Construction Standards for recycled water infrastructure and the irrigation specifications.

3. City of Roseville Environmental Utilities Department shall be notified two days prior to the start of construction at (916) 774-5750 and each workday thereafter until completion of project for commercial irrigation systems.

City of Roseville Parks Department shall be notified two days prior to the start of construction at (916) 746-1758 for landscape corridors and parks. A preconstruction materials inspection must be arranged prior to the start of construction.

4. No facility is to be backfilled until inspected by the City of Roseville Environmental Utilities Department and/or Parks Department Inspector.

5. All recycled water infrastructure, both on-site and off-site shall be inspected by City of Roseville Environmental Utilities and/or Parks Department. For inspection of recycled water system contact Environmental Utilities at 774-5750 forty-eight (48) hours in advance. Points of inspection are:

5.a. Pre-construction materials inspection.

5.b. Irrigation system installation before lines are covered.

5.c. Pressure testing.

5.d. System cross connection control test.

5.e. System coverage test.

6. All recycled water piping shall be purple colored PVC unless otherwise specified. Where purple PVC is not used, pipe shall be identified (marked) in accordance with the City of Roseville Construction Standards.

7. Marking on the purple colored PVC pipe shall include the following:
“CAUTION: RECYCLED WATER- DO NOT DRINK”. Nominal pipe size.

PVC—1120. Pressure rating in pounds per square inch at 73 degrees. ASTM designations such as 1785, 2241, 1672, 3139. Printing shall be placed continuously on two sides of the pipe.

8. All recycled water sprinkler control valves, valve risers, sprinkler risers, and swing joints shall be tagged with identification tags or adhesive labels.

8.a. Tags shall be weatherproof plastic, 3” x 4”, purple color with the words “WARNING: RECYCLED WATER- DO NOT DRINK” imprinted on one side, and “AVISA: AGUA IMPURA- NO TOMAR” on the other side. Imprinting shall be permanent and black in color. Use tags as manufactured by T. Christy Enterprises or approved equal.

8.b. One tag shall be attached to each valve as follows:

8.b.1. Attach to valve stem directly or with plastic tie-wrap, or

8.b.2. Attach to solenoid wire directly or with plastic tie-wrap.

8.a. Recycled water warning labels or stickers that are consistent with City of Roseville Construction Standards for recycled water infrastructure and the irrigation specifications must be attached to all piping not in compliance.

8.b. All sprinkler heads must be designed for recycled water usage, with purple recycled water warning caps.

8.c. Sprinkler risers and swing joints shall be identified with purple adhesive 3” X 3” labels. Each label shall state “Recycled Water – Do Not Drink” in English and Spanish.

9. All recycled water control valve boxes shall be purple and have a warning label permanently molded into or affixed onto the lid with rivets, bolts, etc. Warning labels shall be constructed of a purple weatherproof material with the warning permanently stamped or molded into the label.

The warning shall contain the following information:

9.a. “NON-POTABLE” or “RECYCLED WATER”.

9.b. “DO NOT DRINK” in English and Spanish.

10. Recycled water quick coupling valves shall have a purple rubber or vinyl cover. The cover shall be of a locking type and have a warning permanently stamped or molded as follows: “RECYCLED WATER- DO NOT DRINK” in English and Spanish.

11. Plastic warning tape shall be used on all potable water piping, potable water warning tape shall be a minimum of 3 inches wide and shall run continuously for the entire length of each line. The tape shall be attached to the top of the pipe with nylon tie-wrap banded around the warning tape and the pipe every five feet on center. Warning tape for the potable water piping shall be blue in color with words “CAUTION: POTABLE WATER LINE BURIED BELOW” imprinted in minimum 1-inch high letters, black in color. Imprinting shall be continuous and permanent.

12. All pressure main line piping from the recycled water system shall be installed to maintain 10 feet minimum horizontal separation from all potable water piping. Where recycled and potable water pressure main line piping cross, the recycled water piping shall be installed 12” below the potable water piping OD to OD. Where the recycled water pressure main line must pass above potable water piping, the recycled water piping shall installed in a class 200 purple colored PVC sleeve which extends a minimum of five feet on either side of the potable water piping. A 12”vertical separation OD to OD must be maintained. Conventional (white) PVC pipe may be used for sleeving material if it is taped with three-inch wide purple warning tape, which read “RECYCLED WATER- DO NOT DRINK”.

13. All pressure main line piping from the recycled water system shall be installed to maintain a ten foot minimum horizontal separation from all sanitary sewer lines. Where recycled and sewer cross, the recycled water piping shall be installed a minimum of one foot above sewer.

14. For on-site reclaimed water piping, the minimum depth from finish grade to top of pipe shall be as follows:

14.a. Intermittent pressure lines (All sizes)………………………..…... 12”

14.b. Constant pressure lines 2.5” and smaller………………..……… 18”

14.c. Constant pressure lines 3” and larger……………………...….… 24”

15. Pressure and cross connection testing for On-Site Recycled water systems.

15.a. All testing of recycled water systems must be performed utilizing a potable water source via a construction water connection per City of Roseville Construction Standards. No recycled water may enter a recycled water system until all testing is successfully completed.

15.b. The source of potable water used for testing must have a meter and an approved back flow prevention device. These can be obtained through the City of Roseville.

15.c. The contractor shall provide a means to plumb in pressure and cross connection testing apparatus at the point of highest elevation, for both potable and constant pressure

15.d. recycled water systems.

15.e. The constant pressure recycled water system including all appurtenances shall be tested at 125 PSI at highest point of elevation for 1 hour with no detectable leakage.

15.f. Pressure testing must be successfully completed prior to cross connection testing.

15.g. The recycled water system shall be tested for cross-connection in accordance with Uniform Plumbing Code Appendix J prior to use.

15.h. For projects being performed in phases, a cross connection test shall be performed on each phase independently, before it is put into service. The potable water source used for testing each phase must be independent of other previously completed phases.At the time a cross connection test is to be performed, construction on both the potable and the recycled water systems being tested must be complete, and both systems Fully operational and functioning as designed.

15.i. Cross connection testing shall be performed on the system by City forces with the assistance of the Contractor. The test will be coordinated through the Environmental Utilities or Parks Department Inspector. Forty-eight (48) hours notice is required before the test. Depending on the complexity of the site, a preliminary field meet may also be required.

16. Coverage Test

16.a. Adjust spray heads to eliminate overspray.

17. Meter Installation - Once the on-site recycled water system has been properly inspected and passed pressure and cross connection testing, a meter may be installed. The meter must be purchased from The City of Roseville and installed by city forces. Coordinate meter purchase and installation with the Environmental Utilities or Parks Department Inspector.

18. No connection shall be made to the City’s existing recycled water system until the new facilities have been successfully pressure and cross connection tested. Taps to the existing recycled system will be made by City forces only.

19. Failure to comply with any or all of the above guidelines violates the City of Roseville design and construction standards for recycled water infrastructure and will result in termination of service until the appropriate corrective steps have been taken.

CITY OF ROSEVILLE RECYCLED WATER SPECIAL ON-SITE IRRIGATION NOTES IRRIGATION NOTES I have complied with the criteria of the California Department of Water Resources Model Water Efficient Landscape
Ordinance as established by Chapter 2.7, Title 23 of the 2015 California Building Code and have applied them for the
efficient use of water in the landscape design plan.

PREPARER NAME:

PREPARER SIGNATURE:

PROFESSIONAL LICENSE:

Christine Talbot
PLA CA #5226

STATEMENT OF COMPLIANCE
Note:

The irrigation design is diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas. No elbows or 45° ells may be placed under paving, these are to be located in planting areas only. Mainline and valves shall be installed in shrub/ground cover areas only. Avoid conflicts with utilities, new planting, new site or architectural elements.

Note:

Tree bubbler location is diagrammatic. Contractor to locate tree and shrub bubblers based on tree and shrub locations shown on Planting Plans.

Note:

The Contractor is to take a water pressure reading at the irrigation point of connection prior to installation of irrigation equipment. Contractor to immediately notify Owner's Representative and Landscape Architect if any discrepancies are found between plans and existing irrigation conditions.

System Operating Flow & Pressure
Maximum flow: 87.00 GPM
Static Design Pressure: 55 psi
Boosted Operated Pressure: 85 psi
Note: System maximum flow meets and exceeds City requirement to not exceed 75% of the backflow preventer's maximum flow SCH. 40 PVC

PIPE SIZE
2"
1-1/2"
1-1/4"
1"
3/4"

CIRCUIT GPM PIPE CLASS
13-22 GPM
31-50 GPM
23-30 GPM
9-12 GPM
0-8 GPM
51-70 GPM 2-1/2"
71-110 GPM 3"

LATERAL SIZING GUIDE
SCH. 40 PVC
SCH. 40 PVC
SCH. 40 PVC
SCH. 40 PVC
SCH. 40 PVC
SCH. 40 PVC
No. 8
2700'
3800'
5200'
6700'
No. 14 No. 12 No. 10
No. 14
No. 12
No. 8
No. 10
1700' 2000' 2400'
2700' 3300'
4800'
Control/
Common Wire

CONTROL WIRE SIZING GUIDE

HEADER SIZE
1"
3/4"

ZONE FLOW HEADER TYPE
8-13 GPM
0-8 GPM PVC
PVC

DRIP SUPPLY/EXHAUST

HEADER SIZING GUIDE
IRRIGATION SCHEDULE: ESTABLISHMENT PERIOD

MWELO CALCULATIONS
IRRIGATION SCHEDULE: ESTABLISHED LANDSCAPE
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL Rain Bird R-VAN-STRIP RD-12-SAM-P45-NP
Shrub Rotary, 5ft.x15ft. (LCS and RCS), 5ft.x30ft.
(SST) Hand Adjustable Multi-Stream Rotary w/
RD1800 shrub spray on 12in. pop-up, with check
valve and 45 psi in-stem pressure regulator. 1/2in.

NPT Female Threaded Inlet. W/ Non-Potable
Purple Cap
45 Rain Bird R-VAN14 RD-12-SAM-P45-NP
Shrub Rotary, 8ft.-14ft. 45-270 degrees and 360
degrees. Hand Adjustable Multi-Stream Rotary
w/RD1800 shrub spray body on 12in. pop-up, w/
check valve and 45 psi in-stem pressure regulator.
1/2in. NPT Female Threaded Inlet. W/ Non-Potable
Purple Cap.
45 14'
Rain Bird 1812-SAM-PRS-NP-1400 Flood
Flood Bubbler 12in. popup with check valve,
pressure regulator and non-potable purple cap.
20 0.25 3'
Rain Bird RWS-B-C-P (TWO PER TREE) 1401
Root Watering System with 4.0" diameter x 36.0"
long with locking grate, semi-rigid mesh tube.

Check Valve and Purple Grate. Rain Bird bubbler
option as indicated: 1401 0.25 GPM, 1402 0.5 GPM,
1404 1.0 GPM, 1408 2.0 GPM.
30 0.25 3'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL Rain Bird 6504-PC, FC-SS-NP 04

LST RSTSST
14 ADJ 14 F
1401 1402 1404 1408
IRRIGATION_SCHEDULE
PK-9 / LI1.4
PK-8 / LI1.4
PK-8 / LI1.4
PK-8 / LI1.4
Medium Water Use
Hydrozone
Low Water Use
Hydrozone
High Water Use
Hydrozone

IRRIGATION HYDROZONE AREAS
Non Irrigated Area
Cover.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
Rain Bird PEB-NP-HAN
1", 1-1/2", 2" Plastic Industrial Valves. Low Flow
Operating Capability, Globe Configuration. With
Purple Handle for Non-Potable Water Use.

Rain Bird 44-LRC-NP
1" Brass Quick-Coupling Valve, with
Corrosion-Resistant Stainless Steel Spring, Locking
Non-Potable Purple Rubber Cover, and 2-Piece
Body.

Nibco T-113 - Gate Valve
Line Sized. Install with purple handle
Buckner-Superior 3300-RW 2"
Normally Open Brass Master Valve that Provides
Dirty Water Protection and No Minimum Flow
Feature. With Purple Cross Handle for Reclaimed
Water Use.

Automatic Irrigation Controller
Calsense CS3000 controller assembly by Ewing
Irrigation.

Part #: CS300-32-CS3-GR-KIT 4G LTE-STUBBY; See
specs.

Controller Mounted inside Calsense stainless steel
pedestal enclosure. Include third party
communications modem
Flow Sensor
FM-U Calsense Ultrasonic 1 1/2" Flow Meter.

Booster Pump
Single Phase 230V - 5 HP 3450 RPM Motor
Recycled Water Filter
Amiad Filtration Systems, Semi-Automatic Filter,
Red 130 micron filter element. Size to match RW
meter, see Civil plans.

Recycled Water Warning Information Sign
Per City of Roseville Construction Standards and
City of Roseville Standard Detaill RW-9. Locate
sign at all park enteries, See Irrigation Plans. (5)
Total
Water Meter 2"
Irrigation Lateral Line: PVC Schedule 40-NP
Sleeve under all paving. Purple Pipe designated
for all Recycled Water Use. Size per plan.

Irrigation Lateral Line: PVC Class 315 SDR 13.5-NP
Size per plan.

Irrigation Mainline: PVC Schedule 40
Potable Water to Infield
Size per plan.

Irrigation Mainline: PVC Class 200 SDR 21-NP
Non-Potable Water
Size per plan.

Pipe Sleeve: PVC Schedule 40-NP
Sleeve under all paving. Purple Pipe designated
for all Recycled Water Use.

Mainline Sleeve: 2 times pipe contained within
Lateral Line Sleeve: Double Pipe diameter of pipe
contained within.

MV
FS
RWS
Valve Number
Valve Size
Valve Flow
Valve Callout
# #
#"
PK-15 / LI1.5
PK-14 / LI1.5
PK-11 / LI1.5
PK-2 / LI1.4
PK-1 / LI1.4
PK-2 / LI1.4
1 & 2 / LI1.6
PK-4 / LI1.4
Control Wire Sleeve:
2x wire bundle Not Shown
Rain Bird 6504-PC, FC-SS-NP 06
Turf Rotor, 4" Pop-Up, Stainless Steel Riser,
Adjustable and Full Circle. With Removable
Seal-A-Matic Check Valve, 1" Female Threaded
Inlet. With Non-Potable Purple Cover.
50 5.5 44'
Rain Bird 6504-PC, FC-SS-NP 08
06 PK-8 / LI1.4
Rain Bird 8005-SS-NP 04
Turf Rotor, 5" Pop-Up, Stainless Steel Riser, Standard
Nozzle. With Seal-A-Matic Check Valve,
Adjustable 50-330 arc, and 360 Non-Reversing
Full-Circle. 1" (26/34) NPT. Extended Radius is Ideal
for Large Turf Applications. Non-Potable Purple
Cover.
50 3.8 33'
Rain Bird 8005-SS-NP 08
Turf Rotor, 5" Pop-Up, Stainless Steel Riser, Standard
Nozzle. With Seal-A-Matic Check Valve,
Adjustable 50-330 arc, and 360 Non-Reversing
Full-Circle. 1" (26/34) NPT. Extended Radius is Ideal
for Large Turf Applications. Non-Potable Purple
Cover.
50 6.6 42'
Rain Bird 8005-SS-NP 14
Turf Rotor, 5" Pop-Up, Stainless Steel Riser, Standard
Nozzle. With Seal-A-Matic Check Valve,
Adjustable 50-330 arc, and 360 Non-Reversing
Full-Circle. 1" (26/34) NPT. Extended Radius is Ideal
for Large Turf Applications. Non-Potable Purple
Cover.
50 12.6 50'

MANUFACTURER/MODEL/DESCRIPTION
04 08
14 PK-7 / LI1.4
PK-7 / LI1.4
PK-7 / LI1.4

IRRIGATION LEGEND

IRRIGATION SCHEDULE (CONTINUED)
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
LI1.1

AS NOTED
PK- 6, & 10 / LI1.4
PK- 6, & 10 / LI1.4
PK- 5 / LI1.4
PK- 6, & 10 / LI1.4
PK- 6, & 10 / LI1.4

FOR CITY COUNCIL APPROVAL

LIMIT OF WORK

LIMIT OF WORK
DN FS

MV RWS RWS RWSRWS RWS
UPLAND DRIVE 5-12 Play Structure Swing Structure 08 04
MONARCH GROVE ST SIERRA VISTA COMMUNITY 04 08 08 08 08 08 04 08 08 08 08 08 08 08 08 08 08 08 08 0808 08 0808 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 1414 14 1414 14 14 14 3 4" 1" 08 08 08 04 08 08 08 04 14 14
1 2
3 1"
1 1
2" 2"
2 1
2" 2
1 2"
3 4"3
4"
3 4" 1" 3
4" 1" 1
1 2" 2" 2" 1
1 2"
3 4" 1"
4 8 7 6 5
15 13 11 10 9
16 18
19 3
4" 1" 3
4" 08 1
1 2" 2" 2" 2" 2"
1214 14 3
4"
3 4" 08 14 14 14 14 14 14 14 14 14 14 14 14 1414
14 08 08 08 14 14 14 14
17 3
4" 1" 1
1 2" 2" 2" 2"2"
2 1
2" 2" 2" 2"
2 1
2" 1" 2"
2 1
2" 2
1 2" 2" 2" 2"
2 1
2" 2" 2" 2" 2" 2"
1 1
4"
1 1
4" 3" 3" 3" 3"
1 1
4"
1 1
4"
1 1
4" 3"
1 1
4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4"
1 1
4" 1
1 4" 3" 1
1 4" 1
1 4" 3" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 3" 1
1 4" 1
1 4" 3" 1
1 4" 3" 1
1 4" 1
1 4" 1
1 4" 2
1 2" 3" 1
1 4" 3" 1
1 4" 1
1 4" 3" 3" 2" 1" 1
1 4"
1 1
4" 1
1 2" 2" 3
4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1"
1 1
4" 1" 2" 1
1 2" 2" 2
1 2" 2
1 23"
"
1 1
4" 1" 1
1 2"
3 4" 2" 1"
26 28
29 3
4" 1" 1" 3
4" 3
4" 1
1 4" 1" 3
4"3
4" 1"
1"
3 4"
2 1
2" 3"
2 1
2" 1
1 4" 3" 3"
3 4"
3 4"
3 4" 3
4" 3
4" 3
4" 3
4" 3
4" 1"
3 4" 3
4" 3
4"
3 4" 3
4" 3
4" 3
4" 3
4"
30 06 06 06 06
1 1
2" 1
1 4" 3" 3
4"
2 1
21 "1
4" 2
1 2" 3"1
1 2" 1"
3 4" 3
4" 3
4" 1" 1
1 4" 3
4" 3
4" 20
21 22
1 1
4" 2" 1
1 4" 2
1 2"
1 1
4" 2
1 2" 1
1 4" 2" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 1
1 4" 3"
23 24
25 31
3 4" 32
33 3
4" 3
4" 1
1 4" 1
1 4" 1
1 2" 2" 2"
34 2
1 2" 3" 1
1 4 2
" 1
2" 2
1 2"
22"1
2"
1 1
4" 2"2
1 2" 3"3"
3 4" 2" 3" 3" 1
1 4" 1" 3
4 3
"4"
3 4"
3 4"
3 4" 1
1 4" 1
1 4" 1
1 4" 2
1 2" 3
4" 1
1 4" 5 1
1 1
2"
63 9
2"

76.4 12
2"

14.6 26
2"
17 30.2
2"
4 33
2" 5 75.6
2"
6 75.6
2"
7 75.6
2"
8 7.5
1 1
2" 10 69.6
2"
11 75.6
13 6.5 2"
1 1
2" 15 45
2"
16 69.6
2"
18 63.2
2" 19 4.5
1 1
2" 30 5.5
1 1
2"
20 50.4
2"
21 50.4
2"
22 63
2"
23 20.8
2"
24 5
2"
25 66
1 1
2" 31 4
1 1
2" 32 5.5
1 1
2"
33 50.4
2"
34 22
2"

3.25 29
1"

0.96 28
1"
2 7.5
1 1
2"3 19.8
2"
3 4" 1" 1
1 4" 1
1 4" 2"
2 1
2"
3 4"
Medium Water Use
Hydrozone
Low Water Use
Hydrozone
High Water Use
Hydrozone

IRRIGATION HYDROZONE AREAS
Non Irrigated Area
0 30' 60'
Scale: 1" = 30'-0"

IRRIGATION PLAN

IRRIGATION PLAN
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
LI1.2

AS NOTED
SEE SHEET LI1.0 FOR IRRIGATION CALCULATIONS & NOTES
Ballfield Irrigation layout
See PK-51 / LI1.5

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING
IRRIGATION PLAN WEST © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

AS NOTED
OMIT
(Omitted 12/15/23)

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

IRRIGATION DETAILS

CITY STANDARDS
LI1.4

AS NOTED
City of Roseville Approval
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

AS NOTED
City of Roseville Approval

IRRIGATION DETAILS

CITY STANDARDS
LI1.5 © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

AS NOTED
City of Roseville Approval

IRRIGATION DETAILS

BOOSTER PUMP
LI1.6
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

NOT TO SCALE
IRRIGATION BOOSTER PUMP ASSEMBLY 1

NOT TO SCALE
IRRIGATION BOOSTER PUMP PAD 2

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

TREES FOR NON-TURF AREAS CODE BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY LAG IND Lagerstroemia indica 'Watermelon Red' / Crape Myrtle 15 gal Low Per Plan 4 QUE DOU Quercus douglasii / Blue Oak 15 gal Very Low Per Plan 15 QUE LOB Quercus lobata / Valley Oak 15 gal Low Per Plan 20 QUE SUB Quercus suber / Cork Oak 15 gal Low Per Plan 10 QUE WIS Quercus wislizeni / Interior Live Oak 15 gal Very Low Per Plan 18

TREES FOR TURF AREAS CODE BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY ACE BUE Acer buergerianum / Trident Maple 15 gal Medium Per Plan 2 QUE VIR Quercus virginiana / Southern Live Oak 15 gal Medium Per Plan 7 NYS SYL Nyssa sylvatica / Tupelo 15 gal Medium Per Plan 2 PIS CHI Pistacia chinensis / Chinese Pistache 15 gal Low Per Plan 25

SHRUBS CODE BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY LOM IRA Lomandra longifolia 'Breeze' TM / Breeze Mat Rush 1 gal Low 36" O.C. 28 MUH RIG Muhlenbergia rigens / Deer Grass 1 gal Low 72" O.C. 22 MYO PUT Myoporum parvifolium 'Putah Creek' / Putah Creek Trailing Myoporum 5 gal Low 72" O.C. 31 ROS 338 Rosa x 'Noala' TM / Flower Carpet Coral Groundcover Rose 5 gal Medium 36" O.C. 13

GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY HYD NAV Hydroseed - Native Mix - See Written Specs hydroseed Non-Irrigated Per Plan 130,267 sf TUR RTF Turf from seed / RTF Fescue seed High Per Plan 144,494 sf 2023-11-27 14:09
DETAIL
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
DETAIL
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
PK-20 & PK-21 /
LP1.4
DETAIL
PK-18 & PK-19 /
LP1.4
PK-18 & PK-19 /
LP1.4
PK-18 & PK-19 /
LP1.4
PK-18 & PK-19 /
LP1.4

SYMBOL DESCRIPTION QTY DETAIL
Rock Cobble Mulch; 4" Dia to 8" Diameter Cobbles 4,922 sf 1 / LP1.4 Planting Area - Bark only on Surface: 3" Depth 13,292 sf 2023-11-27 14:09

PLANTING LEGEND,

NOTES & SCHEDULES
LP1.0

AS NOTED

PLANTING NOTES

1. The plant count is provided for the convenience of the Contractor. The Contractor shall verify all plant counts and if a discrepancy exists, the plan shall govern.

2. Substitution of specified plant material shall not be made unless otherwise approved by the City of Roseville. Certificates of compliance will not be completed for projects which exceed the water use of specified plant materials until conformance with the water efficient landscape requirements is achieved.

3. Finish grade in planter areas shall be 2" below the top of adjacent curbs, walks or paved areas. Finish grade shall be smooth and even prior to installation of 3" bark mulch. All landscape areas not covered with live material shall be covered with 3" of bark mulch.

4. Planting areas shall be kept clean and free from all waste materials such as concrete, asphaltic waste, lumber or other such materials. Waste materials shall be removed by excavation of the soil. Replace with clean native top soil.

5. See details and specifications for procedures, material, and installation requirements.

6. Imported top soil (if required) shall be fertile, friable sandy loam of uniform composition.

Clay particles shall not exceed 9% by volume. The soil shall be free from subsoil, refuse, roots, rocks over 1" in diameter or other deleterious material. The imported soil shall be capable of sustaining healthy plant life, native top soil shall be used where available prior to importing soil. A soils report shall be provided for all imported top soils, per specifications.

7. Adjacent streets, sidewalks and other areas shall be kept free of mud, dirt or similar nuisances resulting from earthwork operations.

8. Any damaged or destroyed landscaping shall be replaced to the satisfaction of the Owner's Representative.

9. Erosion control matting shall be installed on all slopes 3:1 or greater. Overlap edges of Erosion control matting two (2) inches. Use jute matting staples at a rate of 200 staples per 900 square feet of jute matting for stabilization.

10. Soil sample reports and irrigation water suitability report shall be reviewed by Landscape Architect prior to amending soils, per specifications.

NATIVE HYDROSEED MIX DESCRIPTION

1.01 Native Hydroseed
A. Where required, Hydroseed shall be applied as follows:

1. Upland areas (to 3' above swale bottom)
Elymus glaucus (Blue Wildrye) 10.0 lbs/acre Nassella pulchra (Purple Needlegrass) 9.0 lbs/acre Nassella cernua (Nodding Needlegrass) 6.0 lbs/acre Melica caljfornica (Californiameljc) 3.0 lbs/acre Vulpia microstachys (Small Fescue) 3.0 lbs/acre Poa secunda (Native Pine Bluegrass) 3.0 lbs/acre Bromus carinaws (California Brome) 2.0 lbs/acre

2. Wildflowers
Clarkia amoena (Farewell to Spring) 0.5 lbs/acre Eschscholzia caljfornica (California Poppy) 2.0 lbs/acre Lupinus nanus {Sky Lupine) 3.5 lbs/acre Nemophila menziesii (Baby Blue Eyes) 1.5 lbs/acre Lasthenia californica (Common Goldfields) 1.5 lbs/acre

PLANTING LEGEND
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval

FOR CITY COUNCIL APPROVAL

LIMIT OF WORK

LIMIT OF WORK
DN 5-12 Play Structure Swing Structure

UPLAND DRIVE

MONARCH GROVE ST SIERRA VISTA COMMUNITY
4'-0"
CLR
4'-0"
CLR
8'-0" CLR
8'-0" CLR
15'-0" 495' clear sight distance

PLANTING PLAN
LP1.1

AS NOTED
Property
Line
Property
Line
Property Line
Native Hydroseed
Planting Area
Low Impact
Development
Cobble Area
Tree in Turf Planting Area, Typ.

Tree In Planting Area; Typ.
© Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc.

S A C R A M E N T O | S A N T A R O S A
916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
Existing
Utilities to
Remain

LOM IRA

MYO PUT

QUE SUB
ROS 338

MYO PUT

MUH RIG

QUE LOB QUE SUB
0 30' 60'
Scale: 1" = 30'-0"

MUH RIG
Native Hydroseed
Planting Area

PIS CHI

QUE VIR

QUE DOU

QUE LOB

TUR RTF

QUE VIR

TUR RTF

HYD NAV
Adventure
Club Building
See Improvements
at School

LAG IND

QUE WIS QUE LOB

QUE VIR LAG IND QUE DOU

LAG IND

ACE BUE

QUE DOU

QUE LOB

HYD NAV

NYS SYL

QUE WIS
Property
Line

HYD NAV

QUE WIS

QUE SUB

PIS CHI

QUE WIS

QUE SUB

PIS CHI

QUE LOB

QUE SUB

QUE WIS

QUE DOU

PIS CHI
Low Impact
Development
Cobble Area
Low Impact
Development
Cobble Area PLANTING PLAN
SEE SHEET LP1.0 FOR PLANTING LEGEND
Driveway
sight
distance
egress
Driveway sight
distance egress

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

PLANTING PLAN
CENTER
LP1.2
AS NOTED © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

PLANTING PLAN
WEST
LP1.3
AS NOTED © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

FOR CITY COUNCIL APPROVAL

NOT FOR BIDDING

AS NOTED
City of Roseville Approval

PLANTING DETAILS

CITY STANDARDS &

SOILS REPORT
LP1.4 © Copyright 2018 QUADRIGA landscape architecture & planning, inc.

Date:

Scale:

QUADRIGA
landscape architecture and planning, inc. S A C R A M E N T O | S A N T A R O S A 916.441.2129 | www.quadriga-inc.com
21-1745
2024/03/08
EN - 24-0029
CWJ - 500100
BD -
City of Roseville Approval
Per plan and site conditions. Bioswale depth as necessary to provide positive drainage to adjacent DI, per Civil plans

TYPICAL BIOSWALE SECTION

NOT TO SCALE
New Planting, where occurs
4x8 minus cobbles - Riverbed mix as
available from Hasties Capitol Sand
and Gravel or Equal
INSTALLATION NOTES:

See Civil plans for drain inlet locations and installation details.

Cobbles to be installed so that ground is completely covered and cobbles overlap- 8" min depth of stone.

Weed fabric- Non woven
Geosynthetic Fabric Mirafi Mscape
or equal. Edges buried and
overlapped 3" minimum 1
P-PA-JMP-93