Agenda packet — Santa Monica City Council, June 9, 2026 (part 4 of 10)

ADDENDA CONFIRMATION
Addendum #1
Confirmed Oct 11, 2023 9:50 AM by Hernan Viera
Addendum #2
Confirmed Oct 11, 2023 9:50 AM by Hernan Viera

QUESTIONNAIRE

1. The Bid Form*
Please download the Bid Form from the Attachments, complete and upload it here.

The_Bid_Form.pdf

2. Electronic Bid Bond*
If you are using an e-bond, Please enter your e-bid bond transaction number here. If not, please type in N/A.

Vendors mailing in bonds or checks must upload a scanned copy to Vendor Questionnaire Section within OpenGov Procurement.

Vendors submitting E-Bid Bonds are to enter the bid bond number in Vendor Questionnaire Section within OpenGov Procurement.

N/A

3. Public Works Insurance Requirements*
Contractor shall procure and maintain insurance (according to the section titled Public Works Insurance Requirements within the bid form) against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees, or subcontractors.

Yes
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 721 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid- SP2577 - 7th St Fencing Upgrade and Activation

Page 3 ends

4. Construction in Progress*
Please download the below documents, complete, and upload. • Attachment_B_Construction_i...

Attachment_B_-_Construction_in_Progress.pdf

5. Completed Construction*
Please download the below documents, complete, and upload. • Attachment_C_Completed_Cons...

Attachment_C_-Completed_Construction.pdf

6. Subcontractor Form*
Please download the below documents, complete, and upload. • Attachment_F_Subcontractor_... 7th_Street_Subcontractor_List.pdf
Please Note: Responses to this question may be publicly displayed after the due date has passed.

7. Buy American Certification*
Please download the below documents, complete, and upload. • Attachment_G-2_Buy_American...

Attachment_G-2_Buy_American_Certification_(1).pdf

8. Lobbying Certification*
Please download the below documents, complete, and upload. • Attachment_G-3_Lobbying_Cer...

Attachment_G-3_Lobbying_Certification.pdf
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 722 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid - SP2577 - 7th St Fencing Upgrade and Activation

Page 4 ends

9. Bidders List Form*
Please download the below documents, complete, and upload. • Attachment_G-4_Bidders_List...
7th_Street_Bidders_List.pdf

10. DBE Commitment Form*
Please download the below documents, complete, and upload. • Attachment_G-4_DBE_Commitme...
7th_Street_Race_Neutral_DBE.pdf

11. Living Wage Form*

CITY OF SANTA MONICA LIVING WAGE ORDINANCE
Certification for Providers of Services to the City of Santa Monica (Fiscal Year 23/24 – July 1, 2023 through June 30, 2024) TO BE COMPLETED BY ALL CONTRACTORS PROVIDING SERVICES TO THE CITY OF SANTA MONICA IN EXCESS OF $54,200 The City of Santa Monica Municipal Code Chapter 4.65, Living Wage Ordinance (LWO), establishes a Minimum Wage of $19.73 per hour for certain employees of contractors providing services to the City where services exceed $54,200 or more and requires that contractors also provide the same health care and other benefits to employees’ same sex spouses and domestic partners as are provided to other employees’ spouses.

An employee covered by the LWO is any person who does not actually work as a manager, supervisor, or confidential employee, and who is not required to possess an occupational license.

The Living Wage Ordinance applies the services sought pursuant to this bid and bidders are required to prepare and return the Living Wage Certification Form. If the bidder is selected, the bidder must maintain payroll records that include, at minimum, the full name of each employee providing services under the contract, job classification and rate of pay. Bids that fail to include Certification Forms may be considered non-responsive and excluded from further consideration.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 723 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid - SP2577 - 7th St Fencing Upgrade and Activation

Page 5 ends

Please prepare the following certification if you are a contractor engaging in a contract for services with the City of Santa Monica in excess of $54,200.

Your signature on this certification grants the City permission to review any and all payroll books and records and any company documents pertaining to the benefits offered to employees to assure your compliance with the LWO during the term of the contract.

Please direct any questions to:

City of Santa Monica Finance Department
Attention: Living Wage Compliance Section
1685 Main Street, Mail Stop 09
Santa Monica, CA 90401
You can also contact staff regarding living wage ordinance questions by e-mail at [email protected] or by phone 310-458- 8281.
• FY23-24_Living_Wage_Certifi...

FY23-24_Living_Wage_Certification_(2)_(1).pdf

12. Oaks Initiative Disclosure Form*

CITY OF SANTA MONICA OAKS INITIATIVE NOTICE

NOTICE TO APPLICANTS, BIDDERS, PROPOSERS AND OTHERS SEEKING DISCRETIONARY PERMITS, CONTRACTS, OR OTHER BENEFITS

FROM THE CITY OF SANTA MONICA
Santa Monica’s voters adopted a City Charter amendment commonly known as the Oaks Initiative. The Oaks Initiative requires the City to provide this notice and information about the Initiative’s requirements. You may obtain a full copy of the Initiative’s text from the City Clerk.

This information is required by City Charter Article XXII—Taxpayer Protection. It prohibits a public official from receiving, and a person or entity from conferring, specified personal benefits or campaign advantages from a person or entity after the official votes, or otherwise takes official action, to award a “public benefit” to that person or entity. The prohibition applies within and outside of the geographical boundaries of Santa Monica.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 724 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid - SP2577 - 7th St Fencing Upgrade and Activation

Page 6 ends

All persons or entities applying or receiving public benefits from the City of Santa Monica shall provide the names of trustees, directors, partners, and officers, and names of persons with more than a 10% equity, participation or revenue interest. An exception exists for persons serving in those capacities as volunteers, without compensation, for organizations exempt from income taxes under Section 501(c)(3), (4), or (6), of the Internal Revenue Code. However, this exception does not apply if the organization is a political committee or controls political committees. Examples of a “public benefit” include public contracts to provide goods or services worth more than $25,000 or a land use approval worth more than $25,000 over a 12-month period.

In order to facilitate compliance with the requirements of the Oaks Initiative, the City compiles and maintains certain information.

That information includes the name of any person or persons who is seeking a “public benefit.” If the “public benefit” is sought by an entity, rather than an individual person, the information includes the name of every person who is: (a) trustee, (b) director, (c) partner, (d) officer, or has (e) more than a ten percent interest in the entity. Therefore, if you are seeking a “public benefit” covered by the Oaks Initiative, you must supply that information on the Oaks Initiative Disclosure Form. This information must be updated and supplied every 12 month
• Oaks_Initiative_-_EXAMPLE.pdf
• Oaks_Initiative_Disclosure_...

Oaks_Initiative_Disclosure_Form.pdf

13. Prevailing Wage Requirement*
Please download the below documents, complete, and upload. • Prevailing_Wage.pdf
Prevailing_Wage.pdf

14. Non-Collusion Declaration Form*
Please download the below documents, complete, and upload. • Non-Collusion_Declaration.pdf
Non-Collusion_Declaration.pdf
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 725 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid - SP2577 - 7th St Fencing Upgrade and Activation

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PRICE TABLES

BASE BID
Line Item Description Quantity Unit of
Measure
Unit Cost Total
1 Mobilization/Site Survey/Demobilization 1 LS $335,000.00 $335,000.00 2 Site Clearing/Demolition and Salvaged Items 8,850 SF $3.16 $27,966.00 3 Earthwork/Grading: Over excavate, compact subgrade, soil prep 8,850 SF $11.32 $100,182.00 4 Construction Phase Storm Water Management (SWPPP) 1 LS $12,400.00 $12,400.00 5 Traffic Control 1 LS $33,086.00 $33,086.00
6 Site Concrete: Concrete Curb, Retaining Wall, Seat Wall, Donor Wall 8,850 SF $25.00 $221,250.00 7 Planting: Topsoil, Fertilizer, Grading, Shrubs, Vines, Trees, DG, Mulch, Boulders 1 LS $58,445.00 $58,445.00 8 Planting: 6 Month Maintenance Period 1 LS $9,800.00 $9,800.00 9 Planting: Irrigation System 1 LS $58,738.00 $58,738.00 10 Paving / Hardscape: 4” Paving 0ver 6” subbase, etched concrete 1,033 SF $100.00 $103,300.00 11 Paving / Hardscape: Vehicular Rated 630 SF $75.00 $47,250.00 12 Paving / Hardscape: Pavers and Drainage Cobble 1,073 SF $63.50 $68,135.50 13 Paving / Hardscape: Fuel Station repair, patch, exit striping 1 LS $44,000.00 $44,000.00 14 Fencing and Gates: Decorative Metal Dog Exercise Area Fence 530 LF $272.00 $144,160.00 DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 726 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid - SP2577 - 7th St Fencing Upgrade and Activation

Page 8 ends

Line Item Description Quantity Unit of
Measure
Unit Cost Total
15 Fencing and Gates: Decorative Metal Gate Dog Exercise Area, Security Gate (Impasse II 6’x8’)
14 EA $1,200.00 $16,800.00
16 Fencing and Gates: Security Fence, Planting barrier 191 LF $24.00 $4,584.00 17 Fencing and Gates: Fuel Station Fencing 1 LS $138,840.00 $138,840.00 18 Specialties: Decorative steel cutouts, design with powder coat, shaped 1 LS $26,500.00 $26,500.00 19 Signage / Graphics: Real Time Bus Signage, Custom Rules Signage, Resin Metal Panels
1 LS $26,500.00 $26,500.00
20 Furnishings: Trash receptacles, drinking fountains, waste stations, bike racks, Dog Agility Equipment
1 LS $26,600.00 $26,600.00
21 Site Lighting: Poles, pole lighting, light pole base, hand holds, in grade up lights, conduit and cable
1 LS $53,600.00 $53,600.00
22 Misc. Site Utilities: Relocate emergency shut off valve 1 LS $9,500.00 $9,500.00 23 Domestic Water: Piping, water meter, shut off valve, lateral to connect, fountain drywell, knox box
1 LS $10,600.00 $10,600.00
24 Storm Drain System: SD Piping, roof drain downspout, open bottom catch basin, curb drain, precast concrete catch basin
1 LS $28,600.00 $28,600.00
25 Site Electrical: Step Down transformer, electrical panel, gate opener, disconnect switch, trenching, backfill and compaction.
1 LS $33,800.00 $33,800.00
26 ALLOWANCE: Owner Controlled Allowance 1 LS $250,000.00 $250,000.00 TOTAL $1,889,636.50
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 727 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to

PROPOSAL DOCUMENT REPORT
ITB No. SP 2577
SP2577 - 7th St Fencing Upgrade and Activation

PROPOSAL DOCUMENT REPORT
Invitation to Bid - SP2577 - 7th St Fencing Upgrade and Activation

Page 9 ends

ADDITIVE/DEDUCTIVE ALTERNATE BID
Line Item Description Quantity Unit of
Measure
Unit Cost Total
A1 [Deduct Alt] Remove catch basin repair per Alt Bid Exhibit 1 LS $9,500.00 $9,500.00 A2 [Add Alt 1] Additional custom decorative steel panels per Alt Bid Exhibit 1 LS $12,500.00 $12,500.00 A3 [Add Alt 2] Relocate emergency shut off at 5th/Olympic fueling station per Alt Bid Exhibit
1 LS $8,300.00 $8,300.00
A4 [Add Alt 3] Furnish, install, program, and commission access control system at 5th/Olympic fueling station per Alt Bid Exhibit
1 LS $74,060.00 $74,060.00
TOTAL $104,360.00
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CONSTRUCTION

GENERAL CONDITIONS
Federally Funded
7th Street Fencing Upgrade and Activation Project
SP2577
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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GENERAL CONDITIONS

TABLE OF CONTENTS
ARTICLE 1 – GENERAL PROVISIONS ...................................................................................................... 1

1.1 DEFINITIONS .................................................................................................................................................. 1

1.2 OWNERSHIP AND USE OF DOCUMENTS......................................................................................................10

1.3 AUTHORITY OF CITY..................................................................................................................................... 11

1.4 INTERPRETATION OF CONTRACT DOCUMENTS...........................................................................................11 ARTICLE 2 – CITY ................................................................................................................................ 13

2.1 INFORMATION AND SERVICES PROVIDED BY CITY ......................................................................................13

2.2 ACCESS TO PROJECT SITE.............................................................................................................................14

2.3 CITY'S RIGHT TO STOP THE WORK ...............................................................................................................14

2.4 CITY’S RIGHT TO CARRY OUT THE WORK.....................................................................................................14 ARTICLE 3 – CONTRACTOR ................................................................................................................. 15

3.1 REVIEW OF THE SITE, CONTRACT DOCUMENTS AND FIELD CONDITIONS...................................................15

3.2 SUPERVISION AND CONSTRUCTION PROCEDURES......................................................................................17

3.3 RESPONSIBILITY FOR THE WORK .................................................................................................................17

3.4 LABOR, WORKMANSHIP, MATERIALS AND MANUFACTURED ITEMS..........................................................18

3.5 CONTRACTOR'S WARRANTY ........................................................................................................................18

3.6 CONSTRUCTION METHODS AND PROCEDURES...........................................................................................18

3.7 TAXES ........................................................................................................................................................... 19

3.8 LEGAL REQUIREMENTS ................................................................................................................................19

3.9 SUPERINTENDENT/PROJECT STAFF .............................................................................................................19

3.10 SCHEDULES REQUIRED OF CONTRACTOR....................................................................................................20

3.11 DOCUMENTS AND SAMPLES AT PROJECT SITE............................................................................................21

3.12 INTENTIONALLY LEFT BLANK SUBMITTALS ..................................................................................................23

3.13 TRADE NAMES, SUBSTITUTIONS..................................................................................................................25

3.14 DAILY REPORTS BY CONTRACTOR................................................................................................................26

3.15 CUTTING AND PATCHING ............................................................................................................................26

3.16 ACCESS TO THE WORK.................................................................................................................................27

3.17 ROYALTIES AND PATENTS ............................................................................................................................27

3.18 PERMITS AND LICENSES...............................................................................................................................27

3.19 DIFFERING SITE CONDITIONS.......................................................................................................................27

3.20 INSPECTIONS................................................................................................................................................ 28 DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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3.21 INDEMNIFICATION, STOP NOTICES..............................................................................................................29

3.22 PARKING ...................................................................................................................................................... 30

3.23 USE OF THE PROJECT SITE AND CLEAN UP ..................................................................................................30

3.24 ENVIRONMENTAL CONTROLS......................................................................................................................31 ARTICLE 4 – ADMINISTRATION OF THE CONTRACT ............................................................................. 37

4.1 CONTRACT ADMINISTRATION BY CITY, DESIGN CONSULTANT AND CONSTRUCTION MANAGER ..............37

4.2 CLAIMS......................................................................................................................................................... 38 ARTICLE 5 – SUBCONTRACTORS ......................................................................................................... 41

5.1 CONTRACTOR'S AWARD OF SUBCONTRACTS..............................................................................................41

5.2 SUBCONTRACTUAL RELATIONS ...................................................................................................................42

5.3 CONTINGENT ASSIGNMENT OF SUBCONTRACTS ........................................................................................44 ARTICLE 6 – CONSTRUCTION BY CITY OR BY SEPARATE CONTRACTORS .............................................. 44

6.1 CITY'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACT….………………………....44

6.2 MUTUAL RESPONSIBILITY ............................................................................................................................45

6.3 CITY’S RIGHT TO CLEAN UP..........................................................................................................................46 ARTICLE 7 – CHANGES ........................................................................................................................ 46

7.1 CHANGES ..................................................................................................................................................... 46

7.2 CHANGE ORDERS AND CHANGE ORDER REQUESTS ....................................................................................47

7.3 FIELD ORDERS .............................................................................................................................................. 53

7.4 DISPUTES REGARDING CHANGES ................................................................................................................53 ARTICLE 8 – CONTRACT TIME ............................................................................................................. 53

8.1 COMMENCEMENT OF THE WORK ...............................................................................................................53

8.2 PROGRESS AND COMPLETION.....................................................................................................................53

8.3 DELAY........................................................................................................................................................... 55 ARTICLE 9 – PAYMENTS AND COMPLETION........................................................................................ 56

9.1 SCHEDULE OF VALUES .................................................................................................................................56

9.2 PROGRESS PAYMENT...................................................................................................................................57

9.3 APPLICATION FOR PAYMENT.......................................................................................................................57

9.4 CERTIFICATE FOR PAYMENT ........................................................................................................................59

9.5 DEPOSIT OF SECURITIES IN LIEU OF RETENTION AND DEPOSIT OF RETENTION INTO ESCROW .................61

9.6 BENEFICIAL OCCUPANCY .............................................................................................................................61

9.7 SUBSTANTIAL COMPLETION ........................................................................................................................62

9.8 FINAL COMPLETION AND FINAL PAYMENT .................................................................................................63 DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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ARTICLE 10 – PROTECTION OF PERSONS AND PROPERTY.................................................................... 64

10.1 SAFETY PRECAUTIONS AND PROGRAMS .....................................................................................................64

10.2 SAFETY OF PERSONS AND PROPERTY ..........................................................................................................65

10.3 EMERGENCIES.............................................................................................................................................. 66 ARTICLE 11 – INSURANCE AND BONDS............................................................................................... 67

11.1 CONTRACTOR'S INSURANCE........................................................................................................................67

11.2 BOND REQUIREMENTS ................................................................................................................................67 ARTICLE 12 – DEFECTIVE WORK.......................................................................................................... 68

12.1 UNCOVERING OF WORK ..............................................................................................................................68

12.2 CORRECTION OF DEFECTIVE WORK AND GUARANTEE TO REPAIR PERIOD.................................................68

12.3 ACCEPTANCE OF DEFECTIVE WORK.............................................................................................................70 ARTICLE 13 – STATUTORY REQUIREMENTS......................................................................................... 71

13.1 NONDISCRIMINATION/EQUAL OPPORTUNITY ............................................................................................71

13.2 STATE LABOR LAW....................................................................................................................................... 73

13.3 PAYROLL RECORDS....................................................................................................................................... 74

13.4 APPRENTICES ............................................................................................................................................... 75

13.5 WORK DAY ................................................................................................................................................... 75 DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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ARTICLE 1 – GENERAL PROVISIONS

1.1 DEFINITIONS
Terms appearing in the Contract Documents with initial capitalization shall have the meanings set forth below:

1.1.1 ACCEPTANCE: The point after Final Completion when Contractor has fully performed all of the requirements of the Contract Documents and the Work is accepted by City in writing.

1.1.2 ADDENDA, ADDENDUM: Written or graphic information (including, without limitation, Drawings or Special Provisions and Technical Specifications) prepared and issued by Division Manager or its designee prior to the receipt of Contractor’s Bid, which modify or interpret the Bid Documents by additions, deletions, clarifications or corrections.

1.1.3 ALLOWABLE COSTS: Costs for which reimbursement is allowed under Article

7.2.5 of these General Conditions and for which reimbursement is allowed under other provisions of the Contract Documents, that may be added by Change Order to the Contract Sum for Extra Work or deducted by Change Order from the Contract Sum for Deleted Work.

1.1.4 ALTERNATE(S): Those portions of the Bid setting forth the price(s) for optional or alternative items of Work not covered by the Base Bid.

1.1.5 APPLICABLE CODE REQUIREMENTS: All applicable federal, state and municipal laws, statutes, building codes, ordinances and regulations of governmental authorities having jurisdiction over the Project, Work, Site, Contractor or City.

1.1.6 APPLICATION FOR PAYMENT: An itemized application for payment prepared and submitted by Contractor for review and approval by City, which is prepared, submitted and accompanied by supporting documentation in accordance with the requirements of the Contract Documents.

1.1.7 APPROVE, APPROVED or APPROVAL: Whether capitalized or not capitalized, shall mean, unless otherwise stated, either an express approval contained in a written statement signed by the approving individual or entity or deemed approved in accordance with the terms, conditions and procedures set forth in the Contract Documents. All such approvals by or on behalf of City (including, without limitation, approvals by Construction Manager) may be granted or withheld in the sole discretion of City.

1.1.8 AS-BUILT DOCUMENTS: The Contract Documents showing the condition of the Work as actually built, including, without limitation, the locations of mechanical, electrical, plumbing, HVAC or similar portions of the Work that are shown diagrammatically in the Contract Documents approved by City. These documents are maintained by Contractor on the Site and delivered, along with an electronic version of the set, to City upon Final Completion.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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1.1.9 BASE BID: The sum stated in the Bid to perform the Work, exclusive of any Alternate(s).

1.1.10 BENEFICIAL OCCUPANCY: City's right, at its option and convenience, to occupy or otherwise make use of all or any part of the Work prior to either Substantial Completion, Final Completion, or Acceptance.

1.1.11 BID: Contractor’s written bid proposal submitted to City for the Project in response to City’s Notice Inviting Bids.

1.1.12 BID DOCUMENTS: The following collection of documents are designated as the Bid Documents:
(i) Notice Inviting Bids.
(ii) Instructions to Bidders.
(iii) Blank Bid Form.
(iv) Construction Contract between City and Contractor. (v) General Conditions.
(vi) Special Provisions and Technical Specifications.
(vii) Plans and Drawings.
(viii) Bidding Addenda.
(ix) Reports, Supplements, Attachments, Modifications, and Exhibits attached to the above items.

1.1.13 CERTIFICATE FOR PAYMENT: The form for approval by the Construction Manager of Contractor's Application for Payment.

1.1.14 CHANGE: Whether capitalized or not, when used in reference to changes in the Work is a generic term encompassing additions, deletion, alterations or changes in the Work, which may or may not involve Extra Work and for which Contractor may or may not be entitled to a Change Order under the terms of the Contract Documents.

1.1.15 CHANGE ORDER: A written instrument signed by City, or by City and Contractor, describing a Change to the Work of Contractor.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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1.1.16 CHANGE ORDER REQUEST: Contractor's written request for an adjustment in the Contract Sum or Contract Time due to a Change resulting in Extra Work or Deleted Work.

1.1.17 CITY: City of Santa Monica, a municipal corporation.

1.1.18 CLAIM: A written demand or assertion by City or Contractor seeking, as a matter of right, an interpretation of the Contract Documents, adjustment of the Contract Sum or Contract Time, payment of money, recovery of damages, resolution of a disputed interpretation of the Contract Documents, or other relief. A Claim does not include, and the procedures for processing of Claims do not apply to the following:
(i) Penalties or forfeitures prescribed by statute or regulation imposed by a governmental agency.
(ii) Tort claims for personal injury or death.
(iii) False claims liability under California Government Code Section 12650, et seq. (iv) Defects in the Work first discovered by City after final payment by City to Contractor.
(v) Stop notices.
(vi) The right of City to specific performance or injunctive relief to compel performance of any provision of the Contract Documents.

1.1.19 CLIENT DEPARTMENT: Department or Division of City of Santa Monica identified as the end user of the facilities.

1.1.20 COMPENSABLE DELAY: A Delay for which Contractor may be entitled under the Contract Documents to both an extension of the Contract Time and an adjustment of the Contract Sum for additional compensation. "Compensable Delay" means any Delay to the path of activities that is critical to Contractor’s Substantial Completion of the Work within the Contract Time, which Delay is all of the following:
(i) Solely due to Changes requested by City that adds time, but can’t be worked around or re-sequenced but does not involve Extra Work. (ii) Not due, in whole or in part, to the fault or negligence or breach of Contractor or any Subcontractor or Sub-subcontractor, of any Tier.
(iii) Not concurrent with another Excusable Delay or any Unexcused Delay.

1.1.21 CONSTRUCTION CONTRACT: The written contract executed between City and Contractor for construction of the Project.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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1.1.22 CONSTRUCTION MANAGER: The individual, partnership, corporation, joint venture or other legal entity under contract with City to perform construction management services for the Project. The term "Construction Manager" means Construction Manager or Construction Manager's authorized representative, or, alternatively, City's authorized representative if City does not contract for construction management services for the Project.

1.1.23 CONSTRUCTION SCHEDULE: The graphical representation of Contractor’s asplanned schedule for performance of the Work, prepared in accordance with the requirements of the Contract Documents and that provides for Substantial Completion of the Work within the Contract Time.

1.1.24 CONTRACT DISPUTE: A dispute, other than a dispute listed in Section 14.2.1 (Non-Contract Disputes) of the Construction Contract, arising out of or related to the Construction Contract or the interpretation, enforcement or breach thereof.

1.1.25 CONTRACT DISPUTE RESOLUTION PROCESS: The process of resolution of Contract Disputes, and, upon election of City, disputes as set forth in Section 14 (Dispute Resolution) of the Construction Contract.

1.1.26 CONTRACT DOCUMENTS: The following collection of documents are designated as contract documents:
(i) The Notice Inviting Pre-Qualification Statements, Pre-Qualification Statement, and Pre-Qualification Checklist (if applicable).
(ii) Executed Construction Contract between City and Contractor. (iii) Notice Inviting Bids.
(iv) Instructions to Bidders.
(v) Bidding Addenda.
(vi) Contractor's Bid.
(vii) General Conditions.
(viii) Special Provisions and Technical Specifications. (ix) Performance and Payment Bonds.
(x) Insurance Forms.
(xi) Plans and Drawings.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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(xii) Reports listed in the Bidding Documents.
(xiii) Supplements, Attachments and Exhibits attached to the above items. (xiv) Notice to Proceed
(xv) Modifications.
(xvi) Change Orders.
(xvii)Field Orders.

1.1.27 CONTRACT SUM: The total amount of compensation stated in the Construction Contract that is payable to Contractor for the performance of the Work in accordance with the Contract Documents.

1.1.28 CONTRACT TIME: The total number of days set forth in the Construction Contract within which Substantial Completion of the Work must be achieved by Contractor, including approved extensions of time permitted under the terms of the Contract Documents.

1.1.29 CONTRACTOR: The individual or firm under contract with City to serve as the General Contractor for construction of the Project. The term "Contractor" means Contractor or Contractor's authorized representative.

1.1.30 CONTRACTOR MARKUP: The additional sum or deductive credit provided for under the Construction Contract for Contractor’s profit and overhead on Extra or Deleted Work for which a Change Order is required to be executed under the Contract Documents adjusting the Contract Sum.

1.1.31 DAY: Whether capitalized or not, unless otherwise specifically provided, means calendar day. NOTE: For Federally-funded projects DAY, whether capitalized or not, is considered WORKING DAY and is defined as any day, except weekends and legal holidays.

1.1.32 DEFECTIVE WORK: Work by Contractor that is unsatisfactory, faulty, omitted, incomplete, deficient or does not conform to the Applicable Code Requirements, the Contract Documents, the directives of City or the requirements of any inspection, reference standard, test, code or approval specified in the Contract Documents.

1.1.33 DELAY: Whether capitalized or not, includes any circumstances involving disruption, hindrance, or interference in the performance of the Work.

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1.1.34 DELETED WORK: Work that is eliminated due to a Change in the Work requested by City or Contractor for which City is entitled to a deductive adjustment in the Contract Sum.

1.1.35 DESIGN CONSULTANT. The individual(s) or firm(s) under contract with City to provide design or engineering services for the Project and are responsible for preparing the Contract Documents for the Project. The term "Design Consultant" means Design Consultant or Design Consultant's authorized representative.

1.1.36 DRAWINGS: The graphic and pictorial portions of the Contract Documents showing the design, location, and dimensions of the Work, generally including plans, elevations, subparagraphs, details, schedules and diagrams. The Drawings are outlined in the Drawing Index. The term “Drawings” may be used interchangeably with "Plans."

1.1.37 ESCROW AGENT: A state or federally chartered bank in the State of California which holds securities pursuant to an escrow agreement as set forth in Article 9.5 of these General Conditions.

1.1.38 EXCUSABLE DELAY: A Delay for which Contractor may be entitled under the Contract Documents to an extension of time, but not compensation. "Excusable Delay" means any delay to the path of activities that is critical to Substantial Completion of the Work within the Contract Time caused by conditions beyond the control or foreseeability, and without the fault or negligence of Contractor or its Subcontractors or Subsubcontractors, of any Tier, such as, but not limited to: war, embargoes, fire, unavoidable casualties, unusual delays in transportation, national emergency, and stormy and inclement weather conditions that are unusual and unseasonable and in which the Work cannot continue. Without limitation to the foregoing, the financial inability of Contractor or any Subcontractor or Sub-subcontractor, shall not be deemed conditions beyond Contractor's control or foreseeability. Contractor may claim an Excusable Delay only if all Work on a critically scheduled activity is stopped for more than six (6) hours of a normal eight (8) hour working day, or if three to six hours are lost in one working day, then it may be claimed for one-half day. A Compensable Delay shall, to the extent that it is concurrent with an Excusable Delay, be conclusively deemed an Excusable Delay.

1.1.39 EXISTING IMPROVEMENTS: All improvements located on the Site as of the date of execution of the Construction Contract, whether above or below the surface of the ground, including but not limited to existing buildings, utilities, infrastructure improvements and other facilities.

1.1.40 EXTRA WORK: Additional Work or costs due to a Change in the Work that is not described in or reasonably inferable from the Contract Documents and for which Contractor is entitled to an adjustment of the Contract Sum under the terms of the Contract Documents. Extra Work shall not include additional Work or costs arising from Contractor’s failure to perform any of its duties or obligations under the Contract Documents or arising from errors, omissions, conflicts, ambiguities, lack of coordination DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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or noncompliance with Applicable Code Requirements in the Contract Documents with respect to which Contractor has assumed responsibility in connection with its obligation to conduct a careful review of the Bid Documents and Contract Documents.

1.1.41 FIELD ORDER: A written instrument signed by the Construction Manager that requests performance of Work in one of the following categories:
(i) Over which there is a dispute as to whether the Work is or is not Extra Work. (ii) Involving Extra Work which City requests be performed without a unilateral Change Order adjustment to the Contract Sum or Contract Time and before all terms of an adjustment to the Contract Sum or Contract Time are fully agreed upon by City and Contractor.

The purpose of a Field Order is to direct performance of Work, which may be disputed, and, whether or not it expressly so states, shall not be construed as an acknowledgment by City that the Work described constitutes a Change or Extra Work if that is in fact not the case.

1.1.42 FINAL COMPLETION: The point at which:
(i) Work is completed to the satisfaction of City in accordance with the Contract Documents, including minor corrective or completion items. (ii) All requirements of the Contract Documents entitling Contractor to final payment shall have been performed by Contractor (including, without limitation, delivery of all warranties and guarantees, equipment operation and maintenance manuals, as-built drawings and schedules and certificates required prior to occupancy). (iii) All approvals and acceptances shall have been made pursuant to Applicable Code Requirements.
(iv) All rubbish, tools, scaffolding and surplus materials and equipment have been removed from the Site.

1.1.43 FRAGNET: A “Fragnet”, sometimes referred to as “time impact analysis,” is a contemporaneous, fragmentary scheduling network, which graphically identifies the sequencing of all critical and non-critical new activities and/or activity revisions affected by a Change Order Request, Field Order or Change Order, with logic ties to all affected existing activities noted on the Construction Schedule. Its objective is to isolate and quantify any time impact of a specific issue, determine and demonstrate any such specific Delay in relation to past and/or other current Delays and to provide a method for incorporating adjustments to the Contract Time into the Construction Schedule.

1.1.44 GENERAL CONDITIONS: That portion of the Contract Documents relating to the administrative procedures to be followed by Contractor in carrying out the Work.

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1.1.45 HAZARDOUS SUBSTANCES: Refers to, without limitation, the following: any chemical, material or other substance defined as or included within the definition of hazardous substances, hazardous wastes, extremely hazardous substances, toxic substances, toxic material, restricted hazardous waste, special waste, or words of similar import under any Environmental Law.

1.1.46 LOSSES: Any and all losses, costs, liabilities, Claims, damages, liquidated damages, actions, judgments, settlements, expenses, fines and penalties. "Losses" do not include attorneys' fees.

1.1.47 MODIFICATION: A document other than a Change Order, approved by City Attorney and signed by City and Contractor, agreeing to alter, amend or modify the Contract Documents.

1.1.48 NON-COMPENSABLE DELAY: An (I) Unexcused Delay, and (ii) an Excusable Delay that is not also a Compensable Delay.

1.1.49 NOTICE OF AWARD: Written notice issued by City notifying Contractor of issuance of the Construction Contract.

1.1.50 NOTICE TO PROCEED: Written notice issued by City to Contractor to begin the Work.

1.1.51 PERFORMANCE BOND, PAYMENT BOND: The performance and payment bonds to be provided by Contractor for the Project.

1.1.52 PLANS: The graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally including plans, elevations, subparagraphs, details, schedules and diagrams. The term “Plans” may be used interchangeably with "Drawings."

1.1.53 PRE-CONSTRUCTION MEETING: A meeting held with the Project Team prior to beginning construction in order to review Contract Documents and clarify roles, responsibilities and authority of the Project Team.

1.1.54 PROJECT: The total construction, of which the Work performed by Contractor under the Contract Documents may be the whole or part and which may include Work performed by City’s own forces or by Separate Contractors.

1.1.55 PROJECT TEAM: Collectively, the Contractor, City, Design Consultant, Separate Contractors, Construction Manager and other consultants and contractors providing professional and technical consultation for the design and construction of the Project.

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1.1.56 RECORD DOCUMENTS: The term “Record Documents” refers to the As-Built Documents, warranties, guarantees and other documents required to be submitted by Contractor as a condition of Final Completion.

1.1.57 REQUEST FOR INFORMATION: A written instrument, prepared by Contractor, which requests an interpretation or clarification in the Work or a response to a question concerning the Work. A Request for Information does not entitle Contractor to an adjustment in the Contract Sum unless it requires Extra Work and Contractor requests and is entitled to such an adjustment in accordance with the provisions of the Contract Documents.

1.1.58 REQUEST FOR INFORMATION RESPONSE: A written instrument, usually prepared by the Design Consultant, which sets forth an interpretation or clarification in the Work or a response to a Contractor question concerning the Work.

1.1.59 SCHEDULE OF VALUES: A detailed, itemized breakdown of the Contract Sum, which provides for a fair and reasonable allocation of the dollar values to each of the various parts of the Work.

1.1.60 SEPARATE CONTRACTOR: A person or firm under separate contract with City or other entity performing other Work at the Site.

1.1.61 SITE: The physical site located within City where the Project is to be constructed, including all adjacent areas for staging, storage, parking and temporary offices.

1.1.62 SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS: The portion of the Contract Documents consisting of the written requirements for materials, equipment, standards, skill, quality for the Work and performance of related services. These provisions may also contain amendments, deletions or additions to the General Conditions.

1.1.63 STATEMENT OF CONTRACT DISPUTE: The Contractor’s written statement prepared in accordance with Section 14.3 (Submission of Contract Dispute) of the Construction Contract required as a condition of its initiating the Contract Dispute Resolution Process.

1.1.64 SUBCONTRACTOR: A person or firm that has a contract with a Contractor to perform a portion of the Work. The term "Subcontractor" includes suppliers and vendors performing Work on site, and is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor.

1.1.65 SUB-SUBCONTRACTOR: A person or firm that has a contract with a Subcontractor to perform a portion of the Work. The term "Sub-subcontractor" includes suppliers and vendors, performing Work onsite, and is referred to throughout the Contract DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Documents as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub-subcontractor.

1.1.66 SUBCONTRACTOR/SUB-SUBCONTRACTOR MARKUPS: The sum allowable under the Construction Contract for Subcontractor and Sub-subcontractor profit and overhead on Extra or Deleted Work for which Contractor is entitled to a Change Order under the Contract Documents adjusting the Contract Sum.

1.1.67 SUBMITTALS: All shop drawings, samples, exemplars, product data and other submittals required to be submitted by Contractor under the Contract Documents.

1.1.68 SUBSTANTIAL COMPLETION, SUBSTANTIALLY COMPLETE: The point at which the Work is sufficiently complete to be occupied and utilized by City for its intended purpose, and Contractor has fulfilled its obligations under the Contract Documents as determined by City, except for minor punchlist items which do not impair City's ability to so occupy and utilize the Project.

1.1.69 SUPERINTENDENT: The person appointed by Contractor, subject to approval by City, to supervise and coordinate Contractor's own forces and Subcontractors in all aspects of the Work.

1.1.70 TIER: The contractual level of a Subcontractor with respect to Contractor. For example, a first-tier Subcontractor is under subcontract with Contractor. A Subsubcontractor under subcontract with a first-tier Subcontractor, is in the second tier, and so on.

1.1.71 UNEXCUSED DELAY: Any Delay in the path of activities that is critical to Substantial Completion of the Work within the Contract Time resulting from causes other than Excusable Delay or Compensable Delay. An Unexcused Delay shall not entitle Contractor to either an extension of the Contract Time or an adjustment of the Contract Sum. A Compensable Delay or Excusable Delay shall, to the extent it is concurrent with an Unexcused Delay, be conclusively deemed an Unexcused Delay.

1.1.72 WORK: All labor, materials, equipment, services, permits, licenses and taxes, and all other things necessary for Contractor to perform its obligations and complete the Project, including, without limitation, any changes or additions requested by City, in accordance with the Contract Documents and all Applicable Code Requirements.

1.2 OWNERSHIP AND USE OF DOCUMENTS

1.2.1 All originals, copies and electronic forms of Drawings, Plans, specifications, shop drawings, samples, reports, schedules and other materials or documents prepared for the Project (including, without limitation, the Contract Documents) shall not be used by Contractor, or any Subcontractor or Sub-subcontractor, of any Tier, for any purpose other than performance of the Work. Contractor, Subcontractors and Sub-subcontractors are granted a limited license, revocable at will by City, to use and reproduce applicable DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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portions of the Contract Documents appropriate to and for use in the execution of their Work under the Contract Documents; provided however, that such use shall not be construed in derogation of Owner’s rights to use and ownership under this provision.

1.2.2 Contractor shall keep on the Site of the Project, at all times, a complete set of City approved, permitted Contract Documents for use by City.

1.2.3 Proposed Changes or refinements and clarifications will be provided to Contractor in the form of PDF electronic files. Contractor shall, at its own expense and without adjustment to the Contract Sum, do all reproduction and distribution of such files as necessary for the complete pricing of the Change and for performance of the Work.

1.2.4 Contractor shall take all necessary steps to assure that a provision is included in all contracts with Subcontractors and Sub-subcontractors, of every Tier, who perform Work on the Project, protecting and preserving City’s rights to ownership and use of documents as set forth in this Article 1.2.

1.3 AUTHORITY OF CITY

1.3.1 The Design Consultant shall, upon request, make recommendations to City and the Construction Manager concerning the quality or acceptability of Work performed.

1.3.2 City, in its sole discretion, will interpret the Contract Documents and make the determination of whether or not Contractor has fulfilled the requirements of the Contract Documents. Such interpretations and decisions of City shall be final and binding upon Contractor.

1.4 INTERPRETATION OF CONTRACT DOCUMENTS

1.4.1 The Contract Documents are complementary and what is required by one shall be as binding as if required by all.

1.4.2 In general, the Drawings will show dimensions, positions, and kind of construction; and the Special Provisions and Technical Specifications will define materials, quality and standards. Any Work called for on the Drawings and not mentioned in the Special Provisions and Technical Specifications, or vice versa, shall be performed as though fully set forth in both. Work not particularly detailed, marked or specified, shall be the same as similar parts that are detailed, marked or specified.

1.4.3 Unless otherwise stated in the Contract Documents, technical words and abbreviations contained in the Contract Documents are used in accordance with commonly understood construction industry meanings and non-technical words and abbreviations are used in accordance with their commonly understood meanings.

1.4.4 The Contract Documents may omit modifying words such as "all" and "any," and articles such as "the" and "an." If a modifier or an article is not included in one statement DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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and appears in another it is not intended to affect the interpretation of either statement.

The use of the word "including," when following any general statement, shall not be construed to limit such statement to specific items or matters set forth immediately following such word or to similar items or matters whether or not non-limiting language (such as "without limitation," "but not limited to," or words of similar import) is used with reference thereto, but rather shall be deemed to refer to all other items or matters that could reasonably fall within the broadest possible scope of such general statement.

1.4.5 Whenever the context so requires, the use of the singular number shall be deemed to include the plural and vice versa. Each gender shall be deemed to include the other gender, and each shall include corporation, partnership, trust, or other legal entity whenever the context so requires. The captions and headings of the various subdivisions of the Contract Documents are intended only as a matter of reference and convenience and in no way define, limit, or prescribe the scope or intent of the Contract Documents or any subdivision thereof.

1.4.6 Any cross-references indicated between various subparagraphs or Drawings and Documents are provided for the convenience of Contractor and shall not be deemed to be all-inclusive.

1.4.7 Unless specifically noted to the contrary, it is the intention of the Contract Documents that all Work, equipment, casework, mechanical, electrical and similar devices of whatever nature, be completely installed, hooked-up, made operational and made functional for the purpose such are intended, and that all costs therefor be included in the Contract Sum.

1.4.8 Figured dimensions on scale Drawings and on full size Drawings shall govern over scale Drawings without figured dimensions. The Drawings shall not be scaled to determine dimensions, and (except in the case of diagrammatic Drawings) shall be calculated from figures shown on the Drawings. Obvious discrepancies between scale and figured dimensions, not marked "not to scale," must be brought to the Construction Manager's attention before proceeding with the Work affected by the discrepancy.

1.4.9 If there is a conflict between or among any of the Contract Documents, Contractor shall immediately bring such conflict to the attention of City, whose decisions regarding such conflict shall be final and binding as to the requirements of the Contract Documents.

In the event of any conflicts between or among the Applicable Code Requirements, the more stringent shall govern. In resolving any conflict in the Contract Documents, the highest standard of quality and skill, the most stringent requirements, and the most specific provision of the Contract Documents shall govern and shall be required in the performance of the Work.

1.4.10 The general character of the Work is shown in the Contract Documents, but Changes, modifications, clarifications and refinements may be made in details when needed to more fully explain the Work. Provided that they is a logical evolution of the Bid Documents that were bid by Contractor or were reasonably inferable as necessary to DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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provide a completed and fully operational system, facility or structure, the same shall be considered part of the scope of the Work to be performed without adjustment in the Contract Sum or the Contract Time.

1.4.11 Where on any Drawing a portion of the Work is drawn out and the remainder is indicated in outline, the drawn-out parts shall apply also to all other like portions of the Work. Where ornament or other detail is indicated on starting only, such detail shall be continued throughout the course of parts in which it occurs and shall also apply to all other similar parts in the Work unless otherwise indicated.

1.4.12 For convenience, the Special Provisions and Technical Specifications are arranged in various trade subparagraphs, but such segregation shall not be considered as limiting the Work of any subcontract or trade. Contractor shall be solely responsible for all subcontract arrangements of Work regardless of the location or provision in the Special Provisions and Technical Specifications.

1.4.13 Contractor will provide all necessary labor, equipment, transportation and incidentals required to complete the Work, even if the Contract Documents do not describe the Work in complete detail.

1.4.14 Drawings and diagrams for mechanical, plumbing and electrical Work shall be considered as diagrammatic only, not to be used for any structural guidance or physical layout, unless specifically detailed or dimensioned, and Contractor shall be responsible to provide any and all numbers and lengths of mechanical, plumbing or electrical fittings, wire, conduit, connections, attachments or similar materials needed to complete the Work, at no adjustment to the Contract Sum or Contract Time, whether or not they exceed the numbers of such pieces or the lengths indicated by the Drawings.

ARTICLE 2 – CITY

2.1 INFORMATION AND SERVICES PROVIDED BY CITY

2.1.1 City will furnish one electronic/digital (set) of the Contract Documents or portions thereof free of charge.

2.1.2 Except as otherwise provided in the Special Provisions and Technical Specifications and Article 3.18 herein, City shall obtain and pay for any permits, easements and governmental approvals for the use or occupancy of permanent structures required in connection with the Work.

2.1.3 Requests for Information Responses, Approvals and decisions required of City, Design Consultant or Construction Manager under the Contract Documents shall be provided by City, Design Consultant or Construction Manager to Contractor upon request in a timely manner in order to avoid unreasonable Delay in the orderly and sequential progress of the Work. Notwithstanding the foregoing, failure by City, Design Consultant, Construction Manager or City’s other consultants to provide Request for Information Response, Approvals or decisions shall not be considered as a basis for Contractor to DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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seek adjustment in the Contract Time until seven (7) Days after Contractor has delivered written notice to City and to the person from whom such information, Approval or decision is needed, stating the following:
(i) You are hereby notified that certain information, approval or decision described herein has not been provided in accordance with this provision and if not provided within seven (7) Days from this notice may result in additional cost or a request for time extension due to Delay;.
(ii) A detailed description of the information, approval or decision required. (iii) The date by which the information, approval or decision must be received so as to not result in Delay to the Project, which shall in no event be earlier than seven (7) Days after the date of City’s receipt of such notice.

2.2 ACCESS TO PROJECT SITE

2.2.1 City will make available, no later than the date designated in the current Construction Schedule accepted by City, the lands and facilities upon which the Work is to be performed, including such access and other lands and facilities designated in the Contract Documents, for use by Contractor.

2.3 CITY'S RIGHT TO STOP THE WORK

2.3.1 If Contractor fails to correct Defective Work as required by Article 12.2, fails to perform the Work in accordance with the Contract Documents, or violates any Applicable Code Requirement, City may direct Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated by Contractor. Contractor shall not be entitled to any adjustment of Contract Time or Contract Sum as a result of any such order.

City shall have no duty or responsibility to Contractor or any other party to exercise the right to stop the Work.

2.4 CITY’S RIGHT TO CARRY OUT THE WORK

2.4.1 If Contractor fails to carry out the Work in accordance with the Contract Documents, fails to provide sufficient labor, materials, equipment, tools and services to maintain the Construction Schedule, or otherwise fails to comply with any requirement of the Contract Documents, and fails within the time specified in the Contract Documents, after receipt of notice from City to promptly commence and thereafter diligently continue to completion the correction of such failure, City may, without prejudice to other remedies City may have, correct such failure at Contractor's expense. In such case, City shall be entitled to deduct from payments then or thereafter due Contractor the cost of correcting such failure, including compensation for the additional services and expenses of City and City's consultants made necessary thereby. If payments then or thereafter due Contractor are not sufficient to cover such amounts, Contractor shall pay the additional amount to City.

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ARTICLE 3 – CONTRACTOR

3.1 REVIEW OF THE SITE, CONTRACT DOCUMENTS AND FIELD CONDITIONS

3.1.1 Contractor acknowledges that it is satisfied as to character, quality, and quantities of surface and subsurface materials or obstacles to be encountered insofar as reasonably ascertainable from a careful inspection of the Site (including, without limitation, Existing Improvements on the Site) and from the geological investigation reports, data and similar information made available to Contractor by City. Any failure by Contractor to take such information or conditions into consideration will not relieve Contractor from responsibility for estimating the difficulty and cost of successfully completing the Work within the Contract Sum and Contract Time.

3.1.2 Contractor warrants and represents that it has carefully reviewed and compared the Bid and Bid Documents prior to submitting its Bid and executing the Contract. Based upon its careful review, Contractor agrees that it shall not be entitled, and conclusively waives any right, to an adjustment in the Contract Sum or Contract Time for any additional or unforeseen costs or Delay in the performance of Work due to conditions in Contract Documents constituting errors, omissions, conflicts, ambiguities, lack of coordination or noncompliance with Applicable Code Requirements, if such conditions were either discovered by Contractor or could have been reasonably discovered by Contractor or its Subcontractors or Sub-subcontractors, of every Tier, in the exercise of care and diligence in the review of the Bid Documents.

3.1.3 If Contractor discovers what it perceives to be errors, omissions, conflicts, ambiguities, lack of coordination or noncompliance with Applicable Code Requirements in the Contract Documents, then Contractor shall, before proceeding with the Work affected, notify City or the Construction Manager in writing within two (2) Days stating both of the following:
(i) A detailed description of the conditions discovered. (ii) Contractor’s request for clarification, further details or correction of the Contract Documents.

Failure by Contractor to provide written notice within the period of time required shall result in Contractor waiving any right to adjustment in the Contract Sum or Contract Time on account thereof.

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3.1.4 Contractor shall submit written notice thereof to City if, in Contractor’s opinion, City, Design Consultant or Construction Manager furnishes additional written or verbal instructions, information or directions that Contractor considers constitute additional Work or Delay for which Contractor believes it is entitled to an adjustment of the Contract Sum or Contract Time. Such notice shall be provided prior to performance of the Work affected by such instruction, information or direction and seven (7) Days after Contractor first received such instruction, information or direction. Failure to provide such written notice in the manner required by this provision shall constitute a waiver by Contractor of the right to any adjustment to the Contract Sum or Contract Time by reason of such instruction, information or direction.

3.1.5 Field measurements shall be taken and existing field conditions verified by Contractor, and carefully compared with the Contract Documents and other information known to Contractor before commencing the Work. Contractor shall promptly report in writing to the Construction Manager any errors, inconsistencies, or omissions discovered.

3.1.6 If Contractor or any Subcontractor or Sub-subcontractor, of every Tier, performs any portion of the Work which it knows, or in the exercise of care and diligence should have known, involves an error, omission, conflict, ambiguity, lack of coordination or noncompliance with Applicable Code Requirements, without notifying and obtaining the written Approval of City or before obtaining a written clarification, interpretation, instruction or decision from City, Design Consultant or Construction Manager, then any Work that is performed that is not in conformance with the clarifications, interpretation, instruction or decision of City, Design Consultant or Construction Manager shall be removed or replaced and Contractor shall be responsible for the resultant Losses with no adjustment in the Contract Sum or Contract Time.

3.1.7 City does not impliedly or expressly warrant, and assumes no responsibility for, the accuracy, suitability or completeness of the Bid Documents, Contract Documents or of the data, opinions or recommendations contained or expressed in any information, data or reports provided to Contractor relating to the following conditions at the Site: geological, soils, hydrologic, groundwater, Hazardous Substances, surface and subsurface obstructions, surface and subsurface utilities or Existing Improvements. Existing Improvements at the Site, for which no specific description is made on the Drawings, but which could be reasonably assumed to interfere with the satisfactory completion of the Work, shall be removed and disposed of by Contractor, but only upon the specific direction and control of City. Without limitation to the foregoing, and notwithstanding any information provided by City pertaining to groundwater elevations and/or geological and soils conditions encountered, it is understood that it is Contractor’s responsibility to determine and allow for the elevation of groundwater, and the geological and soils conditions at the date of performance of the Work and any difference between elevation of groundwater and the geotechnical and soils conditions shown in the information provided by City and groundwater and the geotechnical and soils conditions actually encountered will not be considered as a Differing Site Condition or as a basis for an adjustment to the Contract Sum or Contract Time.

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3.2 SUPERVISION AND CONSTRUCTION PROCEDURES

3.2.1 Contractor shall supervise, coordinate and direct the Work using Contractor's best skill and attention and shall provide supervision sufficient to assure proper coordination and timely completion. Contractor shall be solely responsible for and have control over construction means, methods, techniques, safety, sequences, procedures and the coordination of all portions of the Work.

3.2.2 Contractor shall be responsible for the accurate layout of all portions of the Work and shall verify all dimensions on the Drawings and shall report to City any discrepancies before proceeding with related Work.

3.2.3 Contractor may be assigned working space adjacent to the Site, and all field offices, materials and equipment shall be kept within this area. Contractor shall be responsible for leaving the space in as good condition as Contractor found it, or restoring it to the condition it was in prior to Contractor commencing the Work.

3.2.4 Contractor shall be responsible to City for acts and omissions of Contractor's agents, employees, and of Contractor’s Subcontractors and Sub-subcontractors, of every Tier, and their respective agents and employees. Unless otherwise stated in the Contract Documents, references to Contractor, when used in reference to an obligation bearing upon performance of the Work, shall be deemed to include Contractor’s Subcontractors and Sub-subcontractors of every Tier.

3.2.5 Contractor shall not be relieved of its obligation to perform the Work in accordance with the Contract Documents by the act(s) or omission(s) by City in the administration of the Contract, or by tests, inspections or Approvals required or performed by persons or firms other than Contractor.

3.3 RESPONSIBILITY FOR THE WORK

3.3.1 Contractor shall be in charge of and responsible for all portions of the Work of the Contract, and shall be responsible for conforming such portions to the requirements of the Contract Documents and readying such portions to receive subsequent Work.

3.3.2 Contractor shall at all times maintain good discipline and order among its employees and Subcontractors. Contractor shall provide competent, fully qualified personnel to perform the Work, and shall ensure that each Subcontractor and Subsubcontractor engaged on the Site arranges the storage of materials and equipment and performance of its Work so as to interfere as little as possible with Separate Contractors or other persons engaged in work for City on the Site.

3.3.3 During the installation of Work, Contractor shall insure that existing facilities, fences, and other structures are all adequately protected. Upon Final Completion of all Work, all facilities that may have been damaged shall be restored to a condition acceptable to City.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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3.3.4 Contractor is responsible for the security of the Site and all Work provided under the terms of this Contract, as well as all Work provided by Separate Contractors that occurs on the Site at any time prior to Final Completion and Acceptance of the Work by City.

3.4 LABOR, WORKMANSHIP, MATERIALS AND MANUFACTURED ITEMS

3.4.1 Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Unless otherwise provided in the Contract Documents or otherwise Approved by the Construction Manager, all articles, equipment and materials incorporated in the Work shall be new, of good quality, undamaged and not defective.

3.5 CONTRACTOR'S WARRANTY

3.5.1 Contractor warrants to City that all materials and equipment used in or incorporated into the Work will be of good quality, new and free of liens, Claims and security interests of third parties; that all labor, installation, materials and equipment used or incorporated into the Work will be of good quality and free from defects; and that the Work will conform with the requirements of the Contract Documents and Applicable Code Requirements. If required by City, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. Manufactured items installed in the Work and not specifically covered in the Contract Documents are to be installed in strict accordance with manufacturers' current printed instructions.

3.5.2 All materials to be incorporated in the Work shall be protected from damage during delivery, storage, and handling, and after installation until Acceptance of the Work, and Contractor shall, without charge to City, be responsible for all damage due to Contractor's failure to provide such proper protection.

3.6 CONSTRUCTION METHODS AND PROCEDURES

3.6.1 The methods and procedures adopted by Contractor shall be such as to secure a quality of Work satisfactory to City and to enable completion of the Work in the time agreed upon. If at any time such methods and procedures appear inadequate, City may order Contractor to improve their character or increase efficiency, and Contractor shall conform to such order; but the failure of City to order such improvement of methods or increase of efficiency will not relieve Contractor from its obligation to perform the Work in accordance with the Contract Documents or within the Contract Time.

3.6.2 If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences or procedures, Contractor shall be fully and DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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solely responsible for the Site safety for implementing such means, methods, techniques, sequences or procedures. If Contractor determines that such means, methods, techniques, sequences or procedures may not be safe, Contractor shall give written notice to City and shall not proceed with that portion of the Work without further written instruction by City.

3.7 TAXES

3.7.1 Contractor, Subcontractors and Sub-subcontractors are responsible for paying all sales, consumer, business license, use, income and payroll, and similar taxes for the Work or portions thereof provided by Contractor and Subcontractors.

3.7.2 All Contractors for Construction Contracts equal to or greater than $5 million dollars shall be required to obtain a subpermit with the California Board of Equalization for a direct allocation of any and all applicable use tax to the City of Santa Monica, where the jobsite is located. Contractor shall apply for and comply with all of the conditions of the subpermit pursuant to the California State Board of Equalization, Chapter 2, Section 260.020, “Compliance Policy and Procedures Manual: Registration, subchapter Contractors,” as may be amended from time to time.

3.8 LEGAL REQUIREMENTS

3.8.1 Contractor shall perform the Work in accordance with all Applicable Code Requirements, even though such requirements are not specifically mentioned in the Contract Documents.

3.8.2 When the Work required by the Contract Documents is in conflict with any Applicable Code Requirement, Contractor shall notify City and shall not proceed with the Work until City has so ordered.

3.9 SUPERINTENDENT/PROJECT STAFF

3.9.1 Contractor shall employ a complete and competent project staff for the duration of the Work, which shall include separate individuals designated to act as Superintendent(s), project manager(s), project engineer(s) and administrative assistant(s), plus such other members as necessary to diligently prosecute the Work. Contractor shall not replace the designated Superintendent or project manager without a minimum seven (7) Day written notice and only with the written approval of City, which may be granted or withheld in its sole discretion. Any Project staff member and any replacement member shall be subject to the approval of City, which may be granted or withheld in its sole discretion. Upon notice from City requesting replacement of any Project staff member who is unsatisfactory to City, Contractor shall in a timely manner, but in no event longer than three (3) Days after notification, replace such member with a competent member satisfactory to City.

Failure by Contractor to comply with this provision shall entitle City, at its option exercised in its sole discretion, to terminate the Contract or suspend the Work until compliance is DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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demonstrated. All costs or damages associated with such termination or suspension shall be borne by Contractor, without adjustment in the Contract Sum or Contract Time.

3.9.2 The Superintendent shall be at the Site at all times during the performance of the Work. The Superintendent shall represent Contractor and communications given to and acknowledged by the Superintendent shall be binding on Contractor. Further, communications issued by or received from the Superintendent shall be deemed as binding on Contractor. The Superintendent must be able to read, write and communicate fluently in English. The Superintendent shall not perform the Work of any trade, pickup materials or perform any Work not directly related to the supervision and coordination of the Work.

3.10 SCHEDULES REQUIRED OF CONTRACTOR

3.10.1 Contractor shall submit a preliminary Construction Schedule to City in a form approved by the Construction Manager at the Pre-Construction Meeting.

3.10.2 Updated Construction Schedules shall be submitted in the form and frequency approved by the Construction Manager.

3.10.3 The Construction Schedule and Construction Schedule updates shall meet the following requirements:
.1 Schedules must be suitable in format and clarity for monitoring progress of the Work and shall utilize the critical path method of scheduling. .2 Schedules must provide necessary data about the timing for City's decisions and City-furnished items.
.3 Schedules must be in sufficient detail to demonstrate adequate planning and staffing for the Work.
.4 Schedules must represent a practical plan to complete the Work within the Contract Time. If at any time during the Work, any activity is not completed by its latest scheduled completion date, Contractor shall notify the Construction Manager within seven (7) Days of Contractor's plans to reorganize the work force to return to the schedule and prevent Delays on any other activity.
.5 An updated Construction Schedule shall be submitted with each progress payment request, but no less frequently than monthly, and shall include all of the following:
(i) A written narrative report detailing the actual progress of the Work as of the date of submission;
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(ii) The expected progress of the Work as of such date according to the approved Construction Schedule;
(iii) The reasons for any variance between the approved Construction Schedule and the updated Construction Schedule; and
(iv) Contractor’s plan for placing the Work back on Schedule, at Contractor’s expense.

3.10.4 Contractor shall plan, develop, supervise, control and coordinate the performance of the Work so the progress, sequence and timing of the Work conform to the current accepted Construction Schedule. Contractor shall continuously obtain from Subcontractors information and data about the planning for and progress of the Work, the ordering and fabrication of materials, required Submittals, and the delivery of equipment, shall coordinate and integrate such information and data in updated Construction Schedules and Record Documents, and shall monitor the progress of the Work and the delivery of equipment. Contractor shall act as the expediter of potential and actual delays, interruptions, hindrances or disruptions for its own forces and those forces of Subcontractors, regardless of Tier. Contractor shall cooperate with City in the development of the Construction Schedule and updated Construction Schedules.

3.10.5 City's review, comments, requests for revisions, or acceptance of any schedule or scheduling data shall not:
(i) Relieve Contractor from its sole responsibility for the feasibility of the schedule and to plan for, perform, and complete the Work within the Contract Time; (ii) Transfer responsibility for any schedule from Contractor to City; nor (iii) Imply City’s agreement with any assumption upon which such schedule is based or any matter underlying or contained in such schedule.

3.10.6 Failure of City to discover errors or omissions in schedules that it has reviewed, or to inform Contractor that Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Construction Schedule, shall not relieve Contractor from its sole responsibility to perform and complete the Work within the Contract Time and shall not be a cause for an adjustment of the Contract Time or the Contract Sum.

3.10.7 Contractor shall cooperate with and coordinate its schedule with work of City and City’s Separate Contractors.

3.11 DOCUMENTS AND SAMPLES AT PROJECT SITE

3.11.1 Contractor shall maintain one (1) set of As-Built Documents at the Site, which shall be kept up to date on a daily basis at all times during the performance of the Work. All performed changes, deletions or additions in the Work from that shown in the Contract DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Documents shall be recorded accurately and completely in the Record Documents. Upon Final Completion and as a condition to final payment, each sheet of the As-Built Documents and other Record Documents shall be signed and attested to by a representative of Contractor as being complete and accurate.

3.11.2 Contractor shall, at all times during performance of the Work, also maintain the following at the Site:
(i) The latest updated Construction Schedule approved by City; (ii) Shop Drawings, product data, and samples; and
(iii) All other required Submittals.

At all times during the course of the Project, these documents shall be available to City, the Construction Manager and the Design Consultant to audit, excerpt, or copy as they see fit. Upon Final Completion or termination of the Construction Contract, these shall be delivered to City.

3.11.3 It shall be the responsibility of Contractor to maintain a current and complete record of all Changes performed during the progress of the Project construction. The record shall be in the form of a complete set of prints of the As-Built Documents on which daily recordings are made by Contractor, indicating in detail and dimension each variation from the original set of Contract Documents and including all of the construction Work. At the completion of construction, Contractor shall, as a requirement of the Final Completion of the Work, certify that to the best of its knowledge, the As-Built Documents are true and accurate, and that the indications thereon represent all Changes performed during the construction of the Project. At the Final Completion of the Work, the As-Built and other Record Documents shall become the property of City.

3.11.4 Contractor, in concert with the Design Consultant and the Construction Manager, shall review Contractor's As-Built Documents for conformance with all current Changes prior to presenting its monthly Application For Payment. The monthly progress payment statement will not be accepted or processed by City unless the As-Built Documents are current and complete, and Approved by City.

3.11.5 At the Final Completion of the Work, all information annotated monthly on the AsBuilt Documents shall be fully incorporated by Contractor onto a set of mylar reproducibles furnished by Contractor. These As-Built Documents will become the permanent property of City at the Final Completion of the Work. If the As-Built Documents are prepared on a computer, then the revised computer files shall also be provided to City in the file format specified by City.

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3.12 INTENTIONALLY LEFT BLANK SUBMITTALS

3.12.1 Submittals are not Contract Documents. Their purpose is to demonstrate, for those portions of the Work for which Submittals are required, how Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Prior to starting Work, Contractor shall provide to City an initial schedule for all materials and equipment for which shop drawings are required by the Contract Documents. For each required shop drawing, Contractor shall provide to City the date for the drawing's intended Submittal to the Design Consultant for review. The date required for its return to avoid Delay in any activity beyond the scheduled start date shall also be given.

3.12.2 All shop drawings and other Submittals shall be provided at Contractor's expense, when required by the Contract Documents or requested by the Construction Manager.

3.12.3 Contractor shall review, stamp approved, and submit to the Construction Manager, all Submittals required by the Contract Documents to be submitted and reviewed by the Design Consultant. Submittals to the Construction Manager without evidence thereon of Contractor’s approval shall be returned, without further consideration, for resubmission in accordance with these requirements. Submittals shall be provided within the time frame specified in the Special Provisions and Technical Specifications in accordance with the Construction Schedule, and in such sequence as to cause no Delay in the Work or in the activities of City or of Separate Contractors. Submittals made by Contractor which are not required by the Contract Documents, may be returned without action by the Construction Manager or Design Consultant. Submittal to the Construction Manager and Design Consultant must include a statement, in writing, identifying any deviations from the Contract Documents required due to manufacturing or installation limitations contained in the Submittal.

3.12.4 All Submittals shall be submitted in electronic format unless physical samples are requested by the Construction Manager, accompanied by letters of transmittal, and addressed to the Construction Manager for review. Unless otherwise specified in the Contract Documents, Submittals consisting of Drawings or Plans shall be in PDF (electronic) format. The Submittal must be in accordance with the Contract Documents.

If the Submittal involves a request for substitution of materials, the request shall be clearly identified on the Submittal that it is a "Request for Substitution." Unless so clearly marked, Submittals shall not be considered as a request for substitution. If changes or corrections are required, three marked-up prints shall be returned to Contractor. Submittals shall consist of the appropriate combination of catalog sheets, material lists, manufacturer’s brochures, technical bulletins, specifications, diagrams, or product samples, necessary to describe a system, product, or item. The letter of transmittal shall give a list of the numbers of the sheets submitted. All sheets shall be marked with the name of the Project and the name of Contractor, shall be numbered consecutively, and shall be referenced to the sheets or paragraphs of the Contract Documents, referenced by sheet or subparagraph affected. Submittals shall be combined for singular assemblies, items or materials.

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3.12.5 No Work requiring a Submittal shall be performed by Contractor until the Submittal has been reviewed by City, Construction Manager or Design Consultant and the Design Consultant has documented the exceptions noted on the Submittal. Contractor shall allow twenty (20) Days for review of Submittals. Once the Submittal is returned to Contractor by the Construction Manager with a statement that it has been reviewed and no exceptions are taken or further action requested, such Work shall be performed in accordance with the Submittal and the Contract Documents.

3.12.6 Contractor's Submittals represent that Contractor has determined or verified materials and field measurements and conditions related thereto and that it has checked and coordinated the information contained within such Submittals with the requirements of the Contract Documents and Submittals for related Work.

3.12.7 If Contractor discovers any conflicts, omissions or errors in Submittals, Contractor shall notify the Construction Manager and receive instruction before proceeding with the affected Work.

3.12.8 Contractor shall remain solely responsible, notwithstanding City, Construction Manager or Design Consultant’s review or approval of Submittals, for deviations (including, without limitation, those arising from standard shop practice) from requirements of the Contract Documents, unless Contractor has specifically informed City, Construction Manager or Design Consultant in writing of such deviation at the time of transmitting the Submittal and City, Construction Manager or Design Consultant has given written approval of such deviation. No adjustment in the Contract Sum or Contract Time shall be permitted with respect to any such deviations that are noted in writing by Contractor and as to which City, Construction Manager or Design Consultant takes no exception or approves.

3.12.9 After review of Contractor's Submittals by City, Construction Manager or Design Consultant, the Construction Manager will transmit to Contractor the required number of sets. If the Submittals are found to be incomplete or incorrect, Contractor shall resubmit after corrective action has been taken. Contractor shall reimburse City, or City may withhold from payments due Contractor, sums owing by City for any fees charged by City, Construction Manager or Design Consultant or City’s other consultants for more than two (2) reviews of a Submittal, or for accelerated review in a shorter time than set forth in the approved Construction Schedule, if requested by Contractor or caused by late Submittals by Contractor. The return of a Submittal due to failure to comply with the Contract Documents or for correction or additional information shall be considered a review.

3.12.10 Review of Submittals by City, Construction Manager or Design Consultant will be general and for conformance with design intent, and shall not relieve Contractor from the responsibility for proper fitting and construction of the Work, nor from furnished materials and Work required by the Contract which may not be indicated on the reviewed Submittals.

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3.12.11 Submittals shall be in English, be of good quality, and be of a size and scale to clearly show all necessary details. Submittals shall show in detail the size, sections and dimensions of all members; the arrangement and construction of all connections, joints and other pertinent details; and all holes, straps and other fittings required by other Separate Contractors for attaching their Work. When required by City, Construction Manager or Design Consultant, engineering computations shall be submitted. Contractor shall be responsible for delivering duplicates of Submittals to all other persons whose Work is dependent thereon.

3.12.12 Contractor shall, at all times, maintain at the Site a complete file of all City, Construction Manager or Design Consultant-reviewed Submittals.

3.13 TRADE NAMES, SUBSTITUTIONS

3.13.1 Except as otherwise noted and permitted by law, whenever in the Contract Documents any material or process is indicated or specified by two or fewer patents, proprietary names, brand names and/or manufacturers, such specification shall be deemed pursuant to Public Contract Code 3400 to be followed by the words "or approved equal".

3.13.2 Contractor shall have ten (10) Days after submission of the Bid to submit data substantiating substitution of “or equal” items. City, with the advice of the Design Consultant, will determine whether the proposed brand or item is equal in quality and utility to that specified in the Contract Documents, and its decision shall be final. City, Construction Manager or Design Consultant may require the submission of samples, formulae, and/or statements of physical properties for consideration in determining equality of the material or process in question. No proposal for an equal will be considered complete unless accompanied by complete information and descriptive data necessary to determine the equality of the offered equal.

3.13.3 If Contractor requests use of substitute material or process, it shall be incumbent upon Contractor to furnish sufficient evidence to support the claim of equality to the satisfaction of City, Construction Manager or Design Consultant.

3.13.4 If City accepts for use in the Project a substitute material or process which in the opinion of City, Construction Manager or Design Consultant is not the equal of that specified, a Change Order shall be issued issuing a credit to City for the difference in value.

3.13.5 Substitutions by Contractor that are incorporated into the Work without the prior review and Approval by City, Construction Manager or Design Consultant in accordance with the requirements of the Contract Documents shall be deemed to be Defective Work.

3.13.6 The specified Construction Contract completion time shall not be affected by any circumstance developing from the substitution provisions of this Article 3.13.

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3.14 DAILY REPORTS BY CONTRACTOR

3.14.1 At the end of each working day, Contractor shall submit a daily report to the Construction Manager (on a form provided by or accepted by the Construction Manager).

Contractor's failure to submit daily reports in a timely manner all or any part of an Application for Payment.

Daily Reports Shall include the following:
(i) Labor - Names of workers, classification, and hours worked. (ii) Material - Description and list of quantities of materials used. (iii) Equipment - Type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. (iv) Inspection and Testing Activities - Name, City or company and items involved. (v) Areas of Work - The areas of the Site on which Work was performed and a detailed description of the stage, status and progress of the Work in each such area at the beginning and end of the day.
(vi) Accidents, Delays, Defective Work - Description in detail of any injuries to workers, accidents, Delays, or Defective Work that were encountered. (vii) Other Services and Expenditures - Description in such detail as City may require of other services and expenditures.

3.14.2 Reports by Subcontractors and Sub-subcontractors that comply with the requirements of this Article 3.14 shall also be submitted to the Construction Manager through Contractor at the end of each working day

3.14.3 Submission of daily reports by Contractor, Subcontractors and Subsubcontractors, of every Tier performing Work on the Site shall be a condition precedent to Contractor's right to payment under the Contract.

3.14.4 Facts, notice or information contained in daily reports of Contractor or its Subcontractors or Sub-subcontractors, whether known or not known to City or Construction Manager, shall under no circumstances be considered evidence of compliance by Contractor with any of the specific written notice requirements of the Contract Documents.

3.15 CUTTING AND PATCHING

3.15.1 Contractor shall do all cutting, fitting, or patching of the Work required to make all parts of the Work join properly and to allow the Work to join the work of Separate Contractors shown in, or reasonably implied by, the Contract Documents.

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3.15.2 Contractor shall not endanger the Work, the Project, Existing Improvements, or adjacent property by cutting, digging, or otherwise. Contractor shall not cut or alter the work of any Separate Contractor without the prior consent of City.

3.15.3 In all cases, cutting shall be performed under the supervision of competent workers skilled in the applicable trade and shall cause the openings to be cut as small as possible to minimize unnecessary damage.

3.16 ACCESS TO THE WORK

3.16.1 City, Construction Manager, Design Consultant, their consultants and other persons authorized by City shall at all times have access to the Work wherever it is in preparation or progress. Contractor shall provide safe and proper facilities for such access and for inspection.

3.16.2 City may, at any time, and from time to time during the performance of the Work, enter the Project for the purpose of installing any necessary other work by City labor or other contracts or for any other purpose. Contractor shall cooperate with City and not interfere with other work being done by or on behalf of City.

3.17 ROYALTIES AND PATENTS

3.17.1 Contractor shall pay all royalties and license fees required for the performance of the Work. Contractor shall immediately notify City if it learns of any circumstances that may constitute an infringement of patent rights and shall defend and indemnify City and the members of the Project Team in accordance with Article 3.21 against Losses, liabilities, suits or Claims resulting from Contractor's or any Subcontractor's or Subsubcontractor’s infringement of patent rights.

3.18 PERMITS AND LICENSES

3.18.1 Contractor and all Subcontractors shall purchase or hold current and valid City of Santa Monica Business Licenses. Contractor shall obtain and be responsible for the cost of all permits and applications related to the construction of the Project.

3.19 DIFFERING SITE CONDITIONS

3.19.1 Save and except as permitted for Differing Site Conditions as defined in this Article

3.19, Contractor agrees to solely bear the risk and the additional cost and Delay of all concealed or unknown conditions at the Site or in Existing Improvements, without adjustment to the Contract Sum or Contract Time.

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3.19.2 Differing Site Conditions are those conditions encountered at the Site or in Existing Improvements that are (1) subsurface or concealed conditions which differ materially from those indicated in the Contract Documents; or (2) unknown physical conditions at the Site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the Work of the character provided for in the Contract Documents.

3.19.3 If Contractor encounters conditions it believes constitute Differing Site Conditions, then notice of such conditions shall be immediately reported to City and the Construction Manager followed within twenty-four (24) hours by a written notice stating a detailed description of the conditions encountered.

3.19.4 City shall promptly investigate Contractor’s report of Differing Site Conditions. If City finds that Differing Site Conditions exist, in accordance with this Article 3.19, an adjustment shall be made in the Contract Sum and Contract Time in such amount as City approves.

3.19.5 If Contractor intends to seek an adjustment to the Contract Sum or Contract Time based upon Differing Site Conditions, it must, within seven (7) Days after it first discovered, or should have discovered in the exercise of diligence and care, the existence of such Differing Site Conditions, submit a written statement setting forth a detailed cost breakdown in the form required by Article 7.2 setting forth the basis of Contractor’s calculation of the costs saved or incurred, detailed information demonstrating the effect on the Construction Schedule in the same manner as required by the Contract Documents for obtaining approval of extensions of time, identification of the Bid Documents that formed the basis of Contractor’s Bid estimate to perform the Work affected by such conditions and a complete and detailed explanation of the factual basis for the request.

3.19.6 Failure by Contractor to strictly comply with the requirements of this Article 3.19 concerning the timing and content of any notice of Differing Site Conditions or request for adjustment in Contract Sum or Contract Time based on Differing Site Conditions shall be deemed a waiver of any right by Contractor for an adjustment in the Contract Sum or Contract Time by reason of such conditions.

3.19.7 No Claim by Contractor for additional compensation for Differing Site Conditions shall be allowed if asserted after final payment under the Construction Contract.

3.20 INSPECTIONS

3.20.1 In order to allow for inspection by City and other agencies, or any inspection required elsewhere in the Special Provisions and Technical Specifications, Contractor shall notify City in writing three (3) Days in advance of the permanent concealment of any materials or Work.

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3.20.2 Whenever Contractor desires to carry on the Work of this Construction Contract at hours other than 8:00 AM to 6:00 PM, Monday through Friday and from 9:00 AM to 5:00 PM on Saturdays, it shall request authorization in writing from City for such Work at least twelve (12) Days in advance and, if approved to proceed, Contractor agrees to pay overtime reimbursement of costs, of such required inspector(s) and the Construction Manager, Design Consultant and/or other City consultants whose presence is necessary and requested by City. City offices are closed on alternate Fridays commencing January 12, 2001, and every other Friday thereafter. Inspections by City Building Department may not be available on these days.

3.20.3 If any Work is concealed or performed without the prior notice specified above, then the Work shall be subject to such tests or exposure as may be necessary to prove to City that the materials used and the Work done are in conformity with the Contract Documents. All labor and equipment necessary for exposing and testing shall be furnished by Contractor at its expense. Contractor shall replace, at its own expense and without reimbursement by City, any materials or Work damaged by exposure and any faulty materials or work evidenced by such exposure or testing.

3.20.4 When, in order to comply with the intent of the Contract Documents, inspection must be made at the plant or mill of the manufacturer or fabricator of material or equipment, Contractor shall notify City a sufficient length of time in advance to allow for arrangements to be made for such inspection.

3.20.5 Any inspection or approval by any representative or agent of City will not relieve Contractor of the responsibility of incorporating into the Work only those materials which conform to the Contract Documents, and any nonconforming materials shall be removed from the Site whenever identified.

3.20.6 When Contractor believes it has achieved either Substantial or Final Completion of the Work, Contractor shall notify City and the Construction Manager in writing and request a Substantial or Final Completion inspection of the Work. City, Design Consultant and Construction Manager will make such inspection as soon thereafter as possible.

3.21 INDEMNIFICATION, STOP NOTICES

3.21.1 Contractor shall fully comply with the Indemnification provision of the Construction Contract.

3.21.2 Contractor shall take steps to assure that a right of indemnification is included in all subcontracts, purchase orders and other contracts entered into by Subcontractors and Sub-subcontractors, of every Tier, for the Project that afford the same coverage, benefits and protections as provided for in Article 3.21.1.

3.21.3 Nothing set forth in the Contract Documents shall be construed to give rise to any express or implied right in favor of Contractor for indemnity or contribution.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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3.21.4 Contractor shall not permit any stop notices or other claims, valid or invalid, to be served, filed, recorded or otherwise imposed on City or on any part of the Work or the property on which the Work is performed. If any stop notice or other claim is served, filed or recorded in connection with the Work, City shall have the option, in its sole discretion, to require that Contractor immediately and at its own expense obtain a bond executed by a good and sufficient surety, in accordance with the California Civil Code, Section 3196, in a sum equal to one hundred twenty-five percent (125%) of the amount of such stop notice or claim. Such bond shall guarantee the payment of any amounts which the claimant may recover on the stop notice or claim, together with the claimant’s costs of suit in any action to enforce such stop notice or claim if the claimant recovers therein.

This remedy shall be in addition to all other rights and remedies of City under the Contract Documents and applicable law, including, without limitation, the right to withhold funds from sums due to Contractor.

3.22 PARKING

3.22.1 Contractor shall provide and maintain suitable parking areas, for use by all construction workers and others performing work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, construction activities or public parking.

3.23 USE OF THE PROJECT SITE AND CLEAN UP

3.23.1 Contractor shall confine operations at the Site to areas permitted by Applicable Code Requirements and the Contract Documents. Contractor shall not encumber the Site with materials or equipment so that Separate Contractors' work is hindered or impeded due to such encumbrances.

3.23.2 Contractor shall, during performance of the Work, keep the Site and surrounding area free from the accumulation of excess dirt, dust, waste materials, water and rubbish caused by Contractor or any Subcontractors. Contractor shall continuously remove all excess dirt, waste material, water and rubbish caused by Contractor and all tools, equipment, machinery and surplus materials from the Site and surrounding area at the completion of the Work. Adequate cleanup will be a condition for progress payments.

3.23.3 Personnel of Contractor, Subcontractors, and Sub-subcontractors shall not occupy, live upon, or otherwise make use of the Site during any time that Work is not being performed at the Site, except as otherwise provided in the Contract Documents.

3.23.4 Upon Final Completion of the Work, Contractor shall remove all construction facilities, appurtenances, tools, material and other articles from the Site. The entire area, including all fixed equipment, floors, surfaces and hardware shall be cleaned and restored to their original condition in accordance with the Special Provisions and Technical Specifications.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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3.23.5 In addition to water sprinkling, temporary enclosures and anti-dust sweeping compounds should be used to limit dust and dirt rising and to keep the Site clean.

3.23.6 Construction materials shall be neatly stacked by Contractor when not in use.

Dusty materials in piles or in transit shall be covered to prevent suspension of the dirt in the air. Contractor shall promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids and cleaning solutions from the affected surfaces to prevent marring or other damage.

3.23.7 Volatile wastes shall be properly stored in covered metal containers and removed daily. All other trash receptacles shall be promptly emptied when full.

3.23.8 Contractor shall promptly and legally transport and dispose of removed and demolished items and waste materials not identified to be recycled or reused in a manner complying with local ordinances and anti-pollution laws. No rubbish or waste materials shall be burned, buried, or otherwise disposed of on the Site.

3.23.9 Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent.

Contractor shall enforce the use of such sanitary facilities by all personnel at the Site.

Sanitary facilities shall be on a portable trailer and shall be removed from the Site at the end of each workday. For sewer lining projects, Contractor shall provide additional sanitary facilities on a portable trailer to be used by the residents during lining installation (one sanitary facility per each 30 meters [100 feet]). Contractor shall remove those sanitary facilities as soon as relief holes are cut and notices of completion are delivered.

3.24 ENVIRONMENTAL CONTROLS

3.24.1 AIR POLLUTION CONTROL. Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any work performed pursuant to the Contract, including any air pollution control rules, regulations, ordinances and statutes, specified in the California Laws Government Code, Section 11017, and the South Coast Air Quality Management District, Rule 1403, or any other applicable law. In the absence of any applicable air pollution control rules, regulations, ordinances or statutes governing solvents, all solvents, including but not limited to the solvent portions of paints, thinners, curing compounds and liquid asphalt used on the Project shall comply with the applicable material requirements of the South Coast Air Quality Management District. All containers of paint, thinner, curing compound or liquid asphalt shall be labeled to indicate that the contents fully comply with said requirements. Material to be disposed of shall not be burned.
.1 Mold. If any material susceptible to microbial growth becomes wet during the construction phase, that material should be carefully removed from the construction Site to prevent further contamination of the indoor air.

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.2 VOC’s. Construction materials that emit low levels of volatile organic compounds (VOC) shall be used to improve indoor air quality. Adequate ventilation of packaged dry products shall be used prior to installation. Contractor is responsible to ventilate the building during the application of wet products (e.g., paints, glues, sealants), which release their highest levels of VOC's during the curing period immediately after the application. Also, wet products shall be applied before installing materials that act as "sinks" such as carpets, fabric, ceiling tiles, movable partitions, furniture, etc. in order to reduce the chance of the "sinks" absorbing contaminants and slowly releasing them into the building over time.
.3 Off-Gassing. Contractor is responsible for identifying specific materials that require more complex ventilation to accelerate off-gassing. In addition to paints, glues and sealants, those materials that generally require temporary ventilation include, without limitation: composite wood products, plastics, waterproofing, insulation, fireproofing, caulking, acoustical ceilings, resilient flooring and wood preservatives. .4 Barriers. Barriers shall be used to prevent the migration of airborne pollutants from areas under construction and to mitigate any construction noise that may disrupt occupant activities. If effective controls for pollution emissions cannot be practically implemented, activities involving significant airborne pollutants shall be scheduled during off-hours at Contractor’s expense. The Site shall be ventilated with fresh outside air during and immediately after the noxious activity.
.5 Exhaust. Contractor shall install a temporary exhaust in a construction area to prevent contaminated air from entering the building's return-air system, including, without limitation:
(i) Removing windows in a space.
(ii) Using available or dedicated exhaust systems (e.g., kitchen or toilet exhaust) that are not tied into the building's overall return-air system.

The building shall be flushed with full outdoor air for seven (7) Days prior to occupancy.

Full capacity of the HVAC system shall be used for at least 2.5 ACH (air changes per hour), provided by temporary fans. During this time, the interiors shall be thoroughly cleaned, the HVAC ducts vacuumed, and air and HVAC system filters replaced. .6 Cleaning Products. All cleaners and janitorial products shall be approved by the City of Santa Monica's Environmental Programs Division in accordance with City's required Toxic Use Reduction Program. Contractor may obtain a list of City's approved cleaning products from the Construction Manager (who will obtain it from the Environmental Programs Division). All Contractors are to use the approved products unless the approved products are not working for their needs or they have a particular product need for which a product has not yet been approved.

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Before purchasing or using any cleaning product not on the approved list, Contractor shall request a copy of City’s Custodial Products Bid Specifications from the Construction Manager. Contractor shall submit a Product Reporting Form with appropriate back-up documentation to the Design Consultant for each cleaning product not on the approved list, along with an explanation of why an approved product is not being used. The backup documentation should conform to the City’s Custodial Products Bid Specifications.

The Construction Manager will forward Contractor's request to the Environmental Programs Division for evaluation and will notify Contractor of the approval or rejection of any product submitted. City shall not be responsible for any costs incurred due to the disapproval of any cleaning products or for delays due to Contractor's failure to submit all required information or acceptable products.

3.24.2 TEMPORARY WATER, LIGHT AND POWER. Water for any purpose shall be obtained by Contractor, at its expense, from City. Contractor is to contact the Construction Manager for a phone number and contact person. In no case may Contractor obtain water from unmetered fire hydrants. The costs of obtaining water shall be included in the prices paid for the various contract items of work included and no additional compensation will be allowed therefor, unless otherwise specified in these Contract Documents. Contractor should be aware that there is a penalty for taking water from an unmetered fire hydrant. This amount shall be deducted from the payment due Contractor.

3.24.3 WATER POLLUTION CONTROL.
.1 Contractor shall use Best Available Technology and Best Management Practices to prevent the pollution of drains and watercourses by discharges of materials other than uncontaminated storm water. Prohibited discharge include stormwater discharge that may threaten to cause pollution, contamination or nuisance, sanitary waste, sediment and debris from erosion and other substances resulting from construction activities. Sanitary wastes will not be permitted to enter any drain or watercourse other than sanitary sewers.

No sediment, debris or other substance will be permitted to enter sanitary sewers. .2 Contractor to provide effective and continuous control of water pollution, including where Work in small or multiple units, on an out of phase schedule or with modified construction procedures. Contractor shall determine which methods are most effective in achieving control of water pollution as a result of Contractor's operations. Contractor shall coordinate water pollution control work with all other Work performed by Contractor and Separate Contractors.
.3 Before starting any Work on the Project, Contractor shall submit to the Construction Manager for acceptance a program for effective control of water pollution.

Such program shall show the schedule and detailed description for the pollution and erosion control work or practices included in the Construction Contract and for all water pollution control measures which Contractor proposes to take in connection with construction of the Project to minimize the effects of their operations upon adjacent streams and other bodies of water. Contractor shall not perform any clearing and grubbing DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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or earthwork on the Project, other than that specifically authorized in writing by the Construction Manager, until such program has been approved by City or Construction Manager. Contractor shall revise and bring up to date said water pollution control program at any time the Construction Manager makes written request for such revisions. .4 The Construction Manager will notify Contractor within seven (7) Days of its learning of the acceptance or rejection of any submitted or revised water pollution control program.
.5 City shall not be liable to Contractor for failure to accept all or any portion of any originally submitted or revised water pollution control program, or for any Delays to the Work due to Contractor's failure to submit an acceptable water pollution control program.

Contractor assumes sole responsibility for all costs associated with treatment of water polluted as a result of Contractor’s Site activities, whether treatment is initiated by Contractor or City.
.6 Contractor may request the Construction Manager to waive the requirement for submission of a written program for control of water pollution when the nature of Contractor's operation is such that pollution discharge or erosion is not likely to occur.

Waiver of this requirement will not relieve Contractor from responsibility for compliance with the other provisions of this Section. Waiver of the requirement for a written program for control of water pollution will not preclude City requiring submittal of a written program at a later time if the Construction Manager deems it necessary because of the effect of Contractor's operations.
.7 Where erosion damage which will cause water pollution is probable due to the nature of the material or the season of the year, Contractor's operation shall be so scheduled that permanent erosion control features will be installed concurrently with or immediately following grading operations.
.8 All water pollution control work required elsewhere in the Contract Documents which may be accomplished under the various contract items of Work will be measured and paid for as provided in said items of Work elsewhere in these Contract Documents. .9 All water pollution control work performed in accordance with the accepted program which is not otherwise required under the Construction Contract and which is ordered by the Construction Manager will be paid for as Extra Work as provided for in the General Conditions. Except as otherwise provided in Article 3.24.3 or elsewhere in the Contract Documents, full compensation for conforming to the requirements of Article

3.24.3 shall be considered as included in the prices paid for the various contract items of Work and no additional compensation will be allowed therefor.

3.24.4 URBAN RUNOFF. The following Best Management Practices which address the problem of urban runoff shall apply to all projects undergoing construction in City. The Best Management Practices list set forth below is required by City, and shall apply at the DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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time of demolition of an existing structure or commencement of construction until receipt of a certificate of occupancy or certificate of completion:
.1 Runoff, sediments and construction waste from construction sites and parking areas shall not leave the site.
.2 Any sediments or other materials which are tracked off the Site shall be removed the same day. When determined necessary by the Construction Manager to provide temporary pollution control measures, a temporary sediment barrier shall be installed. .3 On an emergency basis only, plastic covering may be utilized to prevent erosion of an otherwise unprotected area, along with runoff devices to intercept and safely convey the runoff.
.4 Excavated soil shall be located on the Site in a manner that eliminates the possibility of sediment running into the street or adjoining properties. Undocumented fills shall be covered until the soil is either used or removed. .5 No washing of construction or other industrial vehicles shall be allowed adjacent to the Site. No runoff from washing vehicles on the Site is allowed to leave the Site. .6 Drainage controls shall be utilized as needed, depending on the extent of proposed grading and topography of the Site, including, but not limited to the following: (i) detention ponds, sediment ponds or infiltration pits; and (ii) dikes, filter berms or ditches; and (iii) down drains, chutes or flumes.

3.24.5 STORMWATER POLLUTION. To avoid stormwater pollution, Contractor shall plan roadwork and pavement construction as follows:
(i) Apply concrete, asphalt, and seal coat during dry weather to prevent contaminants from contacting stormwater runoff.
(ii) Cover storm drain inlets and personnel access holes when paving or applying seal coat, slurry seal, fog seal, etc.
(iii) Always park paving machines over drip pans or absorbent materials, since they tend to drip continuously.
(iv) When making saw-cuts in pavement, use as little water as possible. Cover each catch basin completely with filter fabric during the sawing operation and contain the slurry by placing straw bales, sand bags, or gravel dams around the catch basin. After the liquid drains or evaporates, shovel or vacuum the slurry residue from the pavement or gutter and remove from the Site.

DRAINAGE CONTROL. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the Site in performance of the Work.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Drainage facilities shall be adequate to prevent damage to the Work, Site and adjacent property. Also drainage facilities shall be constructed to minimize the potential pollution to the ocean.

Existing drainage channels and conduits shall be cleaned, enlarged or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect City's private property and utility owner's facilities and the Work, and to direct water to drainage channels or conduits. Retention of drainage on the Site shall be provided as necessary to prevent downstream flooding.

3.24.6 SOUND CONTROL.
.1 Contractor shall comply with all local sound control and noise level rules, regulations and ordinances (including but not limited to all applicable provisions of the Santa Monica Municipal Code, Chapter 4.12) which apply to any Work performed pursuant to the Construction Contract, except as modified in the Special Provisions and Technical Specifications.
.2 Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the Project without said muffler. The noise level from Contractor's operations, between the hours of 8:00 A.M. and 6:00 P.M., shall not exceed 86 DBA at a distance of 15 meters (50 feet). This requirement in no way relieves Contractor from responsibility for complying with local ordinances regulating noise level.
.3 The noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.
.4 Prior to starting construction, all equipment to be used on the Project shall be inspected and tested for compliance with the requirements of this Project. Sound blankets or other sound mitigation equipment approved by the Construction Manager shall be required to bring equipment into compliance with the requirements of this Project. .5 Full compensation for conforming to the requirements of this provision shall be considered as included in the prices paid for the various contract items of Work involved and no additional compensation will be allowed therefor.

SPECIAL HAZARDOUS SUBSTANCES AND PROCESSES. Contractor acknowledges that it is aware of and in compliance with the provisions of the Hazard Communication Standards (California Code of Regulations, Title 8, Section 5194). Contractor shall, at the request of the Construction Manager, demonstrate that Contractor is in complete DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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compliance with the Hazard Communication Standards. In addition, Contractor shall, at the request of the Construction Manager, provide to the Construction Manager a material safety data sheet and a copy of the product label for any product handled or used by Contractor on City property or in an area where a City employee is working. Contractor shall contact the City’s “Household Hazardous Waste Facility” regarding the intent to dispose of any materials containing asbestos or any petroleum-contaminated soil.

ARTICLE 4 – ADMINISTRATION OF THE CONTRACT

4.1 CONTRACT ADMINISTRATION BY CITY, DESIGN CONSULTANT AND

CONSTRUCTION MANAGER

4.1.1 City and the Construction Manager will provide administration of the Construction Contract as provided in the Contract Documents.

4.1.2 No actions taken by City, Construction Manager or Design Consultant shall relieve Contractor of its obligations as described in the Contract Documents.

4.1.3 The Construction Manager will be present on the Site during the performance of the Work primarily for the purposes of providing administration, inspection and expediting communications between City, Design Consultant and Contractor.

4.1.4 Neither City, Design Consultant nor Construction Manager will have control over, will be in charge of, or will be responsible for construction means, methods, techniques, safety, sequences or procedures or for safety precautions and programs in connection with the Work, all of which are the sole responsibility of Contractor.

4.1.5 Unless otherwise provided in the Contract Documents or when direct communications have been specifically authorized, communications between Contractor and City or Design Consultant shall be in writing through Construction Manager.

Communications by Contractor, Subcontractors and Sub-subcontractors with Separate Contractors shall be through the Construction Manager. Contractor shall not rely on oral or other non-written communications.

4.1.6 Based on the Construction Manager’s Site visits and evaluations of Contractor's Applications For Payment, the Construction Manager will review and recommend to City for City approval the amounts, if any, due Contractor.

4.1.7 Construction Manager will make recommendations to City to reject the Work, or any portion thereof, which does not conform to the Contract Documents. City alone shall have the authority to stop the Work or any portion thereof. Whenever City considers it necessary or advisable, City will have the authority to require additional inspection or testing of the Work in accordance with the Contract Documents, whether or not such Work is fabricated, installed or completed. However, no authority of City conferred by the Contract Documents nor any decision made in good faith either to exercise or not exercise such authority, nor any recommendation by the Construction Manager, shall give rise to DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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a duty or responsibility of City or the Construction Manager to Contractor or its Subcontractors or Sub-subcontractors, of any Tier.

4.1.8 Construction Manager will have the authority to do the following:
(i) Conduct inspections in connection with Beneficial Occupancy; (ii) Assist City in determining the dates of Substantial Completion and Final Completion;
(iii) Review any records, written warranties and related documents required by the Contract Documents and assembled by Contractor; and
(iv) Make recommendations to City for issuance of final payment upon Contractor's compliance with the requirements of the Contract Documents.

4.1.9 City, with the assistance of recommendations from the Design Consultant and/or Construction Manager, shall be the ultimate interpreter of the requirements of the Contract Documents and the judge of performance thereunder by Contractor. Such decisions by City will be final and binding upon Contractor.

4.2 CLAIMS

4.2.1 If a Claim involves an adjustment to the Contract Sum or to the Contract Time due to Extra Work, then the Claim arises upon issuance of a decision denying, in whole or in part, Contractor’s Change Order Request. All other Claims arise when Contractor discovers, or should have discovered, the circumstances giving rise to the Claim (even if Contractor has not yet been damaged or delayed).

4.2.2 A Claim that does not involve an adjustment to the Contract Sum or Contract Time for Extra Work may be asserted if, and only if, Contractor gives written notice of intent to file the Claim within five (5) Days of the date the Claim arises under Article 4.2.1. A written notice of intent to file a Claim shall be valid if, and only if, it identifies the event or condition giving rise to the Claim, states its probable effect, if any, with respect to Contractor’s entitlement to an adjustment of the Contract Sum or Contract Time, and complies with the requirements of Article 4.2.3.

4.2.3 A Claim must include the following:
.1 A statement that it is a Claim and a request for a decision on the Claim; .2 A detailed description of the act, error, omission, Differing Site Condition, event or other circumstance giving rise to the Claim; and
.3 If the Claim involves an adjustment to the Contract Sum or Contract Time for Extra Work, a statement demonstrating that a Change Order Request was submitted in a timely manner as required by Article 7.2. If the Claim does not involve an adjustment to the DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Contract Sum or Contract Time for Extra Work, a statement demonstrating that a notice of intent to file the Claim was submitted in a timely manner as required by Article 4.2.2. .4 A detailed justification for any remedy or relief sought by the Claim, including, without limitation:
a. A detailed cost breakdown in the form required for submittal of Change Order Requests and subject to the prohibition in Article 7.2.14 relating to calculations based on total cost methodology.
b. Copies of actual job cost records demonstrating that the costs have been incurred. c. If the Claim is based on an error, omission, conflict or ambiguity in the Contract Documents: (i) a sworn statement by Contractor and any Subcontractors or Subsubcontractors involved in the Claim, to the effect that the error, omission, conflict or ambiguity was not discovered prior to submission of the Bid, or (ii) if not discovered, a statement demonstrating that the error, omission, conflict or ambiguity could not have been discovered by Contractor, its Subcontractors or Sub-subcontractors in exercise of the degree of care required of them under the Contract Documents for review of the Bid Documents prior to submission of the Bid.
.5 If the Claim involves a request for adjustment of the Contract Time, written documentation demonstrating that Contractor has complied with the requirements of the Contract Documents pertaining to proving the right to an extension of time and demonstrating that Contractor is entitled to an extension of time under the Contract Documents.
.6 A written certification signed by a responsible managing officer of Contractor’s organization, who has the authority to sign subcontracts and purchase orders on behalf of Contractor and who has personally investigated and confirmed the truth and accuracy of the matters set forth in such certification, in the following form:
“I hereby certify under penalty of perjury under the laws of the State of California that I am a managing officer of ( Contractor’s name_) and that I have reviewed the Claim presented herewith on Contractor’s behalf and/or on behalf of (Subcontractor's/Subsubcontractor’s name(s) ) and that the following statements are true and correct. (i) The facts alleged in or that form the basis for the Claim are true and accurate; and, (ii) Contractor does not know of any facts or circumstances, not alleged in the Claim, that by reason of their not being alleged render any fact or statement alleged in the Claim materially misleading; and,
(iii) Contractor has, with respect to any request for money or damages alleged in or that forms the basis for the Claim, reviewed the job cost records (including those maintained by Contractor and by any Subcontractor or Sub-subcontractor, of any Tier, DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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that is asserting all or any portion of the Claim) and confirmed with reasonable certainty that the Losses or damages suffered by Contractor and/or such Subcontractor or Subsubcontractor were in fact suffered in the amounts and for the reasons alleged in the Claim; and,
(iv) Contractor has, with respect to any request for extension of time or claim of Delay, disruption, hindrance or interference alleged in or that forms the basis for the Claim, reviewed the job schedules (including those maintained by Contractor and by any Subcontractor or Sub-subcontractor, of any Tier, that is asserting all or any portion of the Claim) and confirmed on an event-by-event basis that the delays or disruption suffered by Contractor and /or such Subcontractor or Sub-subcontractor were in fact experienced for the durations, in the manner, and with the consequent effects on the time and/or sequence of performance of the Work, as alleged in the Claim; and, (v) Contractor has not received payment from City for, nor has Contractor previously released City from, any portion of the Claim.

Signature: ___________________________
Name: ______________________________
Title: _______________________________
Company: ___________________________
Date: _______________________________

4.2.4 Failure to submit any of the information, documentation or certifications required by Article 4.2.3 shall result in the Claim being returned to Contractor without any decision.

4.2.5 Claims shall be first submitted to City via the Construction Manager for decision by City.

4.2.6 Notwithstanding the making of any Claim or the existence of any dispute regarding any Claim, unless otherwise directed by City, Contractor shall not delay, slow or stop performance of the Work, but shall diligently proceed with performance in accordance with the Contract Documents and City will continue to make payments as required by the Contract Documents.

4.2.7 All Claims and supporting documentation and certifications must be filed within thirty (30) Days after the Claim arises. No Claims shall be filed after the final payment has been issued.

4.2.8 No Claim may be asserted unless Contractor has strictly complied with the requirements of Article 4.2, which shall be considered conditions precedent to DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Contractor’s rights to assert the Claim and to initiate the Contract Dispute Resolution Process set forth in the Contract with respect to such Claim.

4.2.9 Claims less than $50,000 shall be responded to by City in writing within forty-five (45) Days of receipt of the Claim, unless City requests additional information or documentation of the Claim within thirty (30) Days of receipt of the Claim, in which case City shall respond to the Claim within fifteen (15) Days after receipt of the further information or documentation or within a period of time no greater than that taken by Contractor in producing the additional information or documentation, whichever is greater.

4.2.10 Claims of $50,000 or greater shall be responded to by City in writing within sixty (60) Days of receipt of the Claim, unless City requests additional information or documentation of the Claim within thirty (30) Days of receipt of the Claim, in which case City shall respond to the Claim within fifteen (15) Days after receipt of the further information or documentation or within a period of time no greater than that taken by Contractor in producing the additional information or documentation, whichever is greater.

4.2.11 If Contractor disputes City’s response, or if City fails to respond within the prescribed time set forth in Articles 4.2.9 and 4.2.10, Contractor may so notify City, in writing, within fifteen (15) Days of City’s response or within fifteen (15) Days of City’s failure to respond, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon demand, City shall schedule a meet and confer conference within thirty (30) Days for discussion of settlement of the dispute.

4.2.12 If Contractor disputes City’s decision it shall commence the Contract Dispute Resolution Process by filing a Statement of Contract Dispute within thirty (30) Days after receipt of City’s response. If Contractor fails to do so, City’s response will become final and binding upon Contractor.

ARTICLE 5 – SUBCONTRACTORS

5.1 CONTRACTOR'S AWARD OF SUBCONTRACTS

5.1.1 Contractor shall perform, with its own employees, Work amounting to at least 50 percent of the Contract Sum except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Sum before computing the amount required to be performed by Contractor with its own employees. "Specialty Items" are identified in the Bid Documents. Where an entire item is subcontracted, the value of Work subcontracted will, where no prices are provided, be based on the unit price and when a portion of an item is subcontracted, the value of Work subcontracted will be based on the estimated percentage of the unit price. Such percentages will be determined from information submitted by Contractor, and subject to approval by the Construction Manager.

5.1.2 Unless otherwise stated in the Contract Documents, Contractor shall submit in writing, prior to entering into any subcontract agreements, the company name, address, DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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telephone and facsimile numbers, point-of-contact and contractor’s license number of all Subcontractors proposed for the Work that are changed from those previously listed in Contractor's Bid. Any Subcontractor may be disqualified if City or the Construction Manager determines that such Subcontractor fails to meet the requirements of the Contract Documents or for any other appropriate reason. If City or the Construction Manager has reasonable objections to a person or entity proposed by Contractor, Contractor shall propose an alternate party to whom City and the Construction Manager have no reasonable objection.

5.1.3 Contractor shall comply with the Subletting and Subcontracting Fair Practices Act, California Public Contract Code, Sections 4100 through 4114. Nothing herein shall be deemed to entitle Contractor, without the written approval of City, to substitute other Subcontractors for those named in Contractor's List of Subcontractors contained in the completed Bid; and, except with such approval, no such substitution shall be made.

Should Contractor violate any of the provisions of the Subletting and Subcontracting Fair Practices Act, such violation shall be deemed a violation of the Construction Contract, entitling City, without limitation to any other rights or remedies under the law, to suspend or terminate the Construction Contract.

5.1.4 Except as hereinafter provided, any increase in the cost of the Work resulting from the replacement or substitution of a Subcontractor, shall be borne solely by Contractor and without any adjustment in Contract Sum or Contract Time. However, if a replacement or substitution of any Subcontractor is made as a result of a request of City or the Construction Manager for any reason other than failure of such Subcontractor to meet the requirements of the Contract Documents or a request by Contractor for substitution, the Contract Sum only, and not the Contract Time, shall be subject to adjustment pursuant to the Change Order provisions of the Contract Documents for the amount of the increase or decrease in the original subcontract amount, with no additional sum for Contractor Markup. In such cases and at the request of City, the replacement Subcontractor shall be selected through a competitive bidding process acceptable to City.

5.1.5 Where a hearing is held pursuant to the provisions of the California Public Contract Code Division 2, Part 1 – Chapter 4 (commencing with Subparagraph 4100), by the awarding authority or a duly appointed hearing officer, City’s representative shall prepare and certify a statement of all costs incurred by City for investigation and conduct of the hearing, including the costs of any hearing officer and reporter appointed. The statement shall then be sent to Contractor who shall reimburse City for such costs. If not paid separately, such reimbursement may be deducted from any money due and owing to Contractor.

5.2 SUBCONTRACTUAL RELATIONS

5.2.1 Prior to the execution of each subcontract agreement, Contractor shall make available to each proposed Subcontractor, copies of the Contract Documents to which the Subcontractor will be bound, including the provisions for dispute resolution. Within thirty (30) Days of the Notice To Proceed, Contractor shall provide City with a complete DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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listing of all Subcontractors, which shall include, but not be limited to, the Work contracted for, Subcontractor’s name, address, telephone and facsimile numbers, form for doing business (i.e., sole proprietor, corporation, partnership), point-of-contact and Subcontractor’s license classification and number.

5.2.2 Any part of the Work performed for Contractor by a first Tier Subcontractor shall be pursuant to a written subcontract. Each such subcontract shall require that the Subcontractor:
(i) Perform the Work in accordance with the terms of the Contract Documents. (ii) Assume toward Contractor all the obligations and responsibilities which Contractor assumes towards City by the Contract Documents.
(iii) Preserve and protect the rights of City under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights.
(iv) Waive all rights that the Subcontractor may have against City for damages caused by fire or other perils covered by builder's risk property insurance carried by Contractor or City, except for such rights Subcontractor may have to the proceeds of such insurance held by City under Article 11 of these General Conditions. (v) Afford City and entities and agencies designated by City the same rights and remedies with respect to access to and the right to audit and the right to copy at City's cost all of the Subcontractor's books, records, contracts, correspondence, instructions, drawings, receipts, vouchers, purchase orders and memoranda relating to the Work and requiring the Subcontractor to preserve all such records and other items for a period of at least three (3) years after Final Completion.
(vi) Recognize the rights of City under Article 5.3, Contingent Assignment of Subcontracts, including, without limitation, City’s right to elect to accept assignment of the subcontract and to retain Subcontractor pursuant to the terms of the subcontract, to complete the unperformed obligations under the subcontract and, if requested by City, to execute a written agreement on terms acceptable to City confirming that the Subcontractor is bound to City under the terms of the subcontract. (vii) Submit Applications for payment, requests for Change Orders and extensions of time and Claims, and to comply with all other notice and submission requirements of the Contract Documents, sufficiently in advance to allow Contractor time to comply with its obligations under the Contract Documents.
(viii) Purchase and maintain insurance in accordance with the requirements of the Contract Documents and reserving the right to Owner to purchase, in its sole discretion, such insurance pursuant to an Owner Controlled Insurance or other form of Wrap-Up Program.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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(ix) Defend and indemnify the Indemnitees listed in Article 3.21 on the same terms. (x) Agree to participate in the dispute resolution procedures specified in the Contract, at the election of City.

5.2.3 Contractor shall promptly, after execution, furnish to City true, complete, and executed copies of all subcontracts, change orders and modifications thereto. Progress payments shall not be made for items of Work for which City has not received executed subcontracts or Change Orders.

5.2.4 Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and City, except when, and only to the extent that, City elects to accept the assignment of the subcontract with such Subcontractor pursuant to Article 5.3.

5.2.5 City and the Construction Manager shall have the right to communicate with Contractor’s Subcontractors and Sub-subcontractors with respect to matters that are related to Contractor’s performance of its obligations under the Contract Documents.

Contractor shall be provided with a copy of all such written communications. Such communications shall not create or be interpreted as creating any contractual relationship between City or the Construction Manager and any such Subcontractor or Subsubcontractor.

5.3 CONTINGENT ASSIGNMENT OF SUBCONTRACTS

5.3.1 In the event of any suspension or termination of the Construction Contract, Contractor is hereby deemed to have assigned to City all its interest in contracts with Subcontractors now or hereafter entered into by Contractor for performance of any part of the Work. The assignment will be effective upon acceptance by City in writing and only as to those contracts which City designates in writing. City may accept, at its sole election, said assignment at any time during the course of the Work and prior to Final Completion in the event of a suspension or termination of Contractor's rights under the Contract Documents. Such assignment is part of the consideration to City for entering into the Contract with Contractor and may not be withdrawn prior to Final Completion.

ARTICLE 6 – CONSTRUCTION BY CITY OR BY SEPARATE CONTRACTORS

6.1 CITY'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE

CONTRACTS

6.1.1 City reserves the right to award separate contracts for, or to perform with its own forces, construction or operations related to the Work or other construction or operations at or affecting the Site, including portions of the Work which have been deleted by modification. Contractor shall cooperate with City's forces and Separate Contractors.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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6.1.2 City shall provide coordination of the activities of City forces and of each Separate Contractor with the Work of Contractor. Contractor shall participate with City and Separate Contractors in joint review of construction schedules and Project requirements when directed to do so. Contractor shall make necessary revisions to the Construction Schedule after such joint review.

6.1.3 Without limitation upon any of the rights or remedies of City under the Contract Documents or under law arising from a default by Contractor, in the event that Contractor fails to have personnel on Site to supervise the Work, City shall have the right, in its sole discretion, but not the responsibility, upon twenty-four (24) hours’ telephonic notice to Contractor, to provide such supervision on a temporary basis. Contractor shall, notwithstanding City’s providing such temporary supervision, remain solely responsible for all actions of its personnel and Subcontractors and shall defend and indemnify City in accordance with Article 3.21 against any Losses arising therefrom. City shall have the right, in its discretion, to deduct from the sums owing to Contractor the reasonable cost of such temporary supervision.

6.2 MUTUAL RESPONSIBILITY

6.2.1 Contractor shall be responsible for affording Separate Contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities. Contractor shall schedule and coordinate its construction and operations with the construction and operations of Separate Contractors as required by the Contract Documents.

6.2.2 If a portion of the Work is dependent upon the proper execution or results of other construction or operations by Separate Contractors, Contractor shall inspect such other construction or operations before proceeding with that portion of the Work. Contractor shall promptly report to City apparent discrepancies or defects which render the other construction or operations unsuitable to receive the Work. Unless otherwise directed by City, Contractor shall not proceed with the portion of the Work affected until apparent discrepancies or defects have been corrected. Failure of Contractor to so report within a reasonable time after discovering such discrepancies or defects shall constitute an acknowledgment that the other construction or operations by City or Separate Contractors is suitable to receive the Work, except as to defects not then reasonably discoverable.

6.2.3 In the event of Delays, improperly timed activities or Defective Work, the costs of such occurrences shall be borne by the party responsible therefor.

6.2.4 If Contractor wrongfully causes damage to completed or partially completed construction or to property of City or Separate Contractors, Contractor shall promptly remedy damage as provided in Article.

6.2.5 If a dispute, or other matters in question arise between Contractor and a Separate Contractor, these occurrences shall be subject to the provisions of Section 14 (Dispute DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Resolution) of the Construction Contract. Contractor shall immediately notify the Construction Manager in writing and within seventy-two (72) hours of such occurrences.

6.3 CITY’S RIGHT TO CLEAN UP

6.3.1 If a dispute arises between Contractor and Separate Contractors as to the responsibility under their respective contracts for maintaining the Site and surrounding areas free from waste materials and rubbish, City may clean up and allocate the cost between those firms it deems, in its sole discretion, to be responsible.

ARTICLE 7 – CHANGES

7.1 CHANGES

7.1.1 City may, at any time and without notice to Contractor’s sureties, order Changes in the Work without invalidating the Construction Contract and without relieving sureties of their obligations to City.

7.1.2 City shall be entitled to a deductive adjustment in the Contract Sum for Changes that involve Deleted Work that result in a reduction in the cost of Contractor’s performing the Work and shall be entitled to an adjustment reducing the Contract Time for Deleted Work that results in Contractor’s being able to complete the Work earlier than the Contract Time.

7.1.3 Unless such rights have been waived and provided that Contractor has complied with the requirements of the Contract Documents with respect to, without limitation, complete and timely submission of all notices, requests and supporting documentation, Contractor shall be entitled to an additive adjustment to the Contract Sum for Changes that involve Extra Work and an adjustment extending the Contract Time for Delays for which Contractor is entitled under the Contract Documents to an extension of time.

7.1.4 City shall have the right to require performance of Changes that result in Extra Work on a lump sum basis, a unit price basis or a time and material basis, all as hereinafter more particularly described.

7.1.5 Changes may be ordered by City or the Construction Manager in writing by issuance of an agreed or unilateral Change Order or a Field Order. Contractor shall not be entitled to an adjustment of the Contract Sum or Contract Time for Changes that are not authorized by a Change Order or Field Order signed by City or Construction Manager.

It is of essence to this agreement that all Changes in the Work that are the basis of an adjustment to the Contract Sum or Contract Time must be authorized in advance, in writing, by City or Construction Manager. Accordingly, no verbal directions, course of conduct between the parties or express or implied Acceptance of Changes or Work, and DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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no claim that the Owner has been unjustly enriched (whether or not there has been such enrichment) shall be the basis for an adjustment to the Contract Sum or Contract Time if Contractor has not obtained advance written authorization to perform the Change in the manner required by this provision.

7.1.6 City reserves the absolute right to make whatever Changes that it determines in its sole discretion are necessary and in its best interests and under no circumstances shall the number (individual or cumulative value) or scope of Changes become a basis for Contractor to claim that the Construction Contract has been rescinded, terminated, abandoned or should be reformed nor shall such circumstances be the basis for Contractor, or any Subcontractor or Sub-subcontractor, of any Tier, to recover any compensation or damages not permitted by, or in excess of that allowed under, the Contract Documents.

7.1.7 City shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order, and shall be binding on City and Contractor. Contractor shall carry out such written orders promptly.

7.2 CHANGE ORDERS AND CHANGE ORDER REQUESTS

7.2.1 Contractor may request adjustments to the Contract Sum or Contract Time if, and only if, Contractor follows the procedures specified in the Contract Documents, including, without limitation, the procedures set forth in this Article 7.2. If requested by City or Construction Manager, or if Contractor believes that it is entitled to an adjustment of the Contract Sum or Contract Time due to Extra Work, Contractor shall submit to City and the Construction Manager a Change Order Request in writing within seven (7) Days after the occurrence of the circumstances giving rise thereto setting forth the circumstances that are the basis of the Change and Contractor’s estimate of the additional Allowable Costs associated with the Extra Work in the form required by the General Conditions, Special Provisions and Technical Specifications and Contractor's proposed adjustments of the Contract Sum and the Contract Time, if any, for performing the Extra Work. If Contractor’s Change Order Request includes a request for adjustment to the Contract Time, it shall include such information as required by the General Conditions and/or Special Provisions and Technical Specifications, including but not limited to a "Fragnet" or “time impact analysis," which identifies all critical and non-critical activities affected by the Change Order Request and showing logic ties into all existing affected activities noted on the latest approved, updated Construction Schedule.

7.2.2 In the event that the parties are unable to agree as to the reasonable cost and time to perform a Change to the Work based upon Contractor's Change Order Request and City does not elect to have the Change in the Work performed on a time and material basis, City may, in its discretion, either order performance of the Work by Field Order or make a unilateral determination of the reasonable additions or savings in cost and time attributable to the Change in the Work, based upon City's estimate, Contractor's DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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submission or a combination thereof. A Change Order shall be issued for the amounts of cost and time determined by City and shall be promptly performed by Contractor. City’s unilateral determination shall become binding upon Contractor unless Contractor submits a Claim in writing to City within twenty-one (21) Days of the issuance of the Change Order.

No dispute, disagreement, nor failure of the parties to reach agreement regarding the amount, if any, of any adjustment to the Contract Sum or Contract Time due to a Change in the Work, shall relieve Contractor from the obligation to proceed with performance of the Work, including, without limitation, performance of the Change, promptly and expeditiously.

7.2.3 Changes involving Extra Work that City elects to have performed on a time and material basis shall be performed, whether by Contractor's forces or the forces of Subcontractors or Sub-Subcontractors, based on actual Allowable Costs in performing the Change in the Work and with mark-ups in accordance with Section 7.3 of the Contract.

Contractor shall submit on a daily basis to the Construction Manager daily time and material tickets to include the identification number assigned to the Change; the location and description of the Change; the classification of labor employed (and names and social security numbers if requested); the materials used; the equipment rented (not tools); and such other evidence of cost as the Construction Manager may require. The Construction Manager may require authentication of all time and material tickets and invoices by persons designated by the Construction Manager for such purpose. The failure of Contractor to secure any required authentication shall, if City elects to treat it as such, constitute a waiver by Contractor of any right to adjustment of the Contract Sum for the cost of all or that portion of the Extra Work covered by a non-authenticated ticket or invoice. The adjustment to the Contract Sum for the Extra Work will be based on the accumulation of Allowable Costs as provided in Article 7.2.5 below. It is Contractor's responsibility to review the Change Order Request invoicing of Contractor and Subcontractors and Sub-subcontractors for accuracy of Subcontractor Markups as defined in Section 7.3 (Compensation to Contractor) of the Construction Contract.

7.2.4 Adjustments to the Contract Sum for Changes for which Contractor is entitled to an adjustment of the Contract Sum by Change Order shall be computed at City's sole election on the basis of one or more of the following:
(i) Unit prices stated in the Contract Documents or agreed upon by City and Contractor, which unit prices shall be deemed to include Contractor Markup and Subcontractor/Sub-subcontractor Markups permitted by Section 7.3 (Compensation for Extra or Deleted Work) of the Construction Contract.
(ii) A lump sum agreed upon by City and Contractor, based on the estimated Allowable Costs and Contractor Markup and Subcontractor/Sub-Subcontractor Markup computed in accordance with Section 7.3 (Compensation for Extra or Deleted Work) of the Construction Contract.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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(iii) Contractor’s Allowable Costs, plus Contractor Markup and Subcontractor/Subsubcontractor Markups applicable to such Extra Work computed in accordance with Section 7.3 (Compensation for Extra or Deleted Work) of the Construction Contract.

7.2.5 Allowable Costs shall mean only those costs listed in, and substantiated and documented in accordance with, this provision and that are not disallowed pursuant to Articles 7.2.6, 7.2.11 or other provisions of the Contract Documents. Allowable Costs are the actual costs necessarily incurred by Contractor and all Subcontractors and Subsubcontractors, of every Tier, that actually perform the Extra Work caused by the Change(s) and that are incurred in the direct performance of the Extra Work or that are saved by reason of Deleted Work, and are strictly limited to the following:
.1 Labor. The actual straight-time (and the premium time portion of overtime, if approved in writing in advance by City or the Construction Manager) wages or salaries for employees employed at the Site, or at fabrication sites off the Site, plus employer payments collectively referred to as "Fringe Benefits and Payroll Taxes," of payroll, taxes and insurance, health and welfare pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification, which would increase the Allowable Costs will not be permitted unless Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be payable under this provision only when such costs are not included in the invoice for equipment rental.
.2 Material. The cost of materials and consumable items which are furnished and incorporated into the Work at invoice or lowest current price at which such materials are locally available and delivered to the Site in the quantities involved, plus sales tax, freight and delivery. City reserves the right to approve materials and sources of supply, or to supply materials to Contractor, if necessary, for the Work. No markup shall be applied to any material provided by City. Material re-stocking charges shall be limited to 5% of the amount of material. All discounts, rebates and refunds from the sale of surplus materials and consumable items shall accrue to City, and Contractor shall make provision so that they may be obtained.
.3 Tool and Equipment Rental. Rental charges for necessary machinery and equipment, whether owned or hired, as authorized in writing by City or the Construction Manager, exclusive of hand tools. No payment will be made for the use of tools that have a replacement value of $500 or less. When the equipment is owned by Contractor, the rental rate shall be as listed for such equipment in the California Department of Transportation publication entitled "Labor Surcharge and Equipment Rental Rates," which is in effect on the date the Work is accomplished. When equipment is not listed in said publication, the rate to be paid shall be as herein defined, or a suitable rental rate for such equipment will be established by the Construction Manager. Regardless of ownership, the rates to be used in determining equipment rental cost shall not exceed listed rates prevailing locally at equipment rental agencies or distributors at the time the work is performed. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance and all incidentals. If equipment is used intermittently, when not in use it shall be returned to its rental source unless Contractor elects to keep it at the Site at no expense to City. The reported rental time for equipment already at the Site shall be the duration of its use on the Extra Work, commencing at the time it is first put into actual operation on the Extra Work, plus the time required to move it from its previous site and back, or to a closer site.
.4 Royalties and Permits. Costs of royalties and permits solely related to the Extra or Deleted Work.
.5 Insurance and Bonds. Additional costs of insurance and bonds, not to exceed two percent (2%) of the total of Parts .1 through .4, above.

7.2.6 Extra Work Costs shall not include any of the following, which are construed to be included in Contractor's Markup:
(i) Superintendent(s).
(ii) Assistant Superintendent(s).
(iii) Project Engineer(s).
(iv) Project Manager(s).
(v) Scheduler(s).
(vi) Estimator(s).
(vii) Drafting or detailing.
(viii) Small tools (with a replacement value under $500). (ix) Home or field office expenses, including staff, materials, and supplies. (x) Trailer or storage rental and expense, whether on the Site or off the Site. (xi) Data processing personnel and equipment.
(xii) Site fencing.
(xiii) Utilities, including, without limitation, gas, electric, sewer, water, telephones. (xiv) Telephone, facsimile, e-mail and copier.
(xv) Overhead, administrative, or general expenses of any kind.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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(xvi) Loss of efficiency or productivity, or other impact cost due to the effect of the Extra Work on the performance of other Work or the Work of other trades on the Project. (xvii)Capital expenses, including interest on capital employed in connection with Extra Work.
(xviii) Legal costs.
(xix) Federal, State, or local income and franchise taxes. (xx) Profit.
(xxi) Any Extra Work Costs incurred more than twenty (20) Days prior to submission by Contractor of its Change Order Request pursuant to Article 7.2.1. (xxii)Cost of any item not specifically and expressly included in the items described in Article 7.2.5.

7.2.7 The term "Contractor Markup" shall mean the full amount of compensation for all costs and expenses including overhead and profit not included in the Allowable Costs, whether or not referred to in Article 7.2.5. Contractor Markup shall be computed as provided in Section 7.3 (Compensation for Extra or Deleted Work) of the Construction Contract.

7.2.8 For Work to be omitted by Change Order, the reduction of the Contract Sum shall be computed on the basis of one or more of the following:
(i) Unit prices stated in the Contract Documents or agreed upon by City and Contractor.
(ii) A lump sum agreed upon by City and Contractor, based upon the estimated Allowable Costs that would have been incurred in performing the Deleted Work, plus Contractor Markup provided for in the Construction Contract. (iii) A sum unilaterally determined by City, if City and Contractor cannot agree upon one or both of the methods described in paragraphs (i) or (ii), above.

7.2.9 No Claim by Contractor for adjustment of the Contract Sum shall be allowed if asserted after final payment under the Construction Contract.

7.2.10 If any one Change involves both Extra Work and Deleted Work in the same portion of the Work, the Contractor Markup to be added or credited will be based on the net difference between amount allowed for the Extra Work and Deleted Work.

DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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7.2.11 The Contract Sum will be adjusted for Delay only if and to the extent allowed by the Contract for Compensable Delay. Contractor agrees to accept such adjustments in its compensation as its sole and exclusive remedy and recovery for Delay, disruption, hindrance, interference, loss of productivity, labor or material cost escalations, inefficiency, acceleration, impact costs associated with the effect of the Changes on the Work, extended or extraordinary overhead (direct or indirect) or other Losses or damages due to Delay, of any kind.

7.2.12 City has the right to increase or decrease the quantity of any unit price item for which an estimated quantity is stated in the Bid Documents.

7.2.13 The signing of a Change Order indicates that the parties have reached a full resolution, settlement and accord and satisfaction with respect to all Claims for cost and extensions of time that were asserted, or that could have been asserted, in connection with the Change, whether known or unknown at the time of execution of the Change Order, and that are related to the subject matter of the Change Order, including, without limitation, all Claims, costs or damages for Delay, disruption, hindrance, interference, extended or extraordinary direct and indirect overhead, multiplicity of Changes, loss of productivity, labor or material cost escalations, inefficiency, the impact of the Change on the Work, legal expenses, consultant costs, interest, lost profits or revenue, bond or insurance costs, currency fluctuations, changes in taxes or other related Claims, costs or damages. Change Orders shall be executed by Contractor without any express reservation of rights by Contractor to reserve for the future the right to assert or recover from City any such Claims, costs or damages.

7.2.14 Contractor’s cost breakdowns submitted with its Change Order Requests (including, without limitation, requests for cost reimbursement for Delay, disruption, hindrance and interference associated with extras, Changes, additions or deletions) shall be itemized in a manner that, with mathematical certainty and without reliance upon probabilities or inferences, segregates the direct, actual reimbursable costs associated with each individual extra, Change, addition, deletion and (on an event-by-event basis) each individual Delay or disruption event. Change Order Requests shall not be based, in whole or in part, upon any methodology (such as total cost or modified total cost methodologies) that purports to calculate Contractor’s additional costs of performance of the extra, Change, addition or deletion (including, without limitation, the additional costs of Delay, disruption or other impact) based on the difference between Contractor’s total actual Project or line item costs and its original bid estimate for the Project or any original bid estimate line item. In connection with the foregoing, Contractor represents and warrants that it has the ability to generate and maintain complete and accurate cost accounting records that will reflect:
(i) The actual Allowable Costs incurred or saved for each individual item of Extra Work or Deleted Work and
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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(ii) On an event-by-event basis, the effect of each Delay that forms the basis of each request for extension of time, regardless of their scope, number, complexity, cumulative effect or time of issuance or occurrence.

7.2.15 As a further condition of Contractor's right to an adjustment of the Contract Sum for Extra Work, Contractor must keep daily, detailed and accurate records itemizing each element of Extra Work Cost and shall provide substantiating records and documentation, including time cards, invoices and delivery tickets listing all labor, materials, and equipment involved for that day. Failure to submit such records daily shall waive any rights for recovery of Allowable Costs for that day. Such records and documentation shall be submitted to and Approved by Construction Manager on a daily basis.

7.3 FIELD ORDERS

7.3.1 Upon receipt of a Field Order, Contractor shall, within a reasonable time, proceed with the Work described in the Field Order. If the Field Order involves Extra Work and sets forth a determination for adjustment of the Contract Sum or Contract Time with which Contractor disagrees, Contractor shall advise City of its agreement or disagreement in writing within seven (7) Days of such receipt. Failure by Contractor to provide such written notice shall result in its waiving any right to adjustment of the Contract Sum or Contract Time on account thereof.

7.4 DISPUTES REGARDING CHANGES
Provided that City pays to Contractor all undisputed sums due under the Contract Documents for Work performed under Change Orders, Contractor shall not delay, slow, interrupt, or suspend the performance of any Work or any Change because of a dispute between the parties with respect to an adjustment in the Contract Sum or Contract Time.

ARTICLE 8 – CONTRACT TIME

8.1 COMMENCEMENT OF THE WORK

8.1.1 Commencement of the Work shall begin on the date specified in the Notice to Proceed.

8.2 PROGRESS AND COMPLETION

8.2.1 By signing the Contract, Contractor represents to City that the Contract Time is reasonable for performing the Work and that Contractor is able to perform the Work within the Contract Time.
.1 The Construction Schedule may reflect a period of performance that is shorter than the Contract Time; provided however, that the difference shall be deemed as float and nothing in this provision or in any other provision of the Contract Documents shall be construed as creating any contractual right, express or implied, on the part of Contractor DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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to finish the Project earlier than the Contract Time and under no circumstances shall City be liable to Contractor for any costs, damages or compensation due to the inability of Contractor to complete the Work earlier than the Contract Time, regardless of the cause, including, without limitation, acts or omissions (intentional or negligent) of City. .2 Contractor has included in its Bid price the costs of all Contractor and Subcontractor overhead (direct and indirect) and Special Provisions and Technical Specifications, including but not limited to all Project staff, temporary facilities, temporary utilities, and home office overhead for the entire duration of the Contract Time. The above costs must be included in Contractor’s Bid notwithstanding Contractor's anticipation of completion in fewer days than established by the Contract Time. .3 No increase in the Contract Sum shall be made or granted for Compensable Delay if, for any reason including but not limited to Delay caused by City, Contractor completes the Work before expiration of the Contract Time.
.4 No reduction in the Contract Sum shall be made nor will Contractor be required to remain on the Project Site if the Work is completed before expiration of the Contract Time. .5 The Construction Manager will schedule and hold weekly progress meetings and other meetings to be required by progress of the Work as determined by the Construction Manager. Contractor and/or Contractor's designee shall be present at each meeting.

Contractor may also be required to request attendance by representatives of its suppliers, manufacturers and Subcontractors.

8.2.2 Except by agreement or instruction of City in writing, Contractor shall not commence operations on the Site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by Contractor. Contractor’s obligations to commence the Work and to complete the Work within the Contract Time shall not be changed by the effective date of such insurance.

8.2.3 Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. If City determines and notifies Contractor that Contractor’s progress is such that Contractor will not complete the Work within the Contract Time, Contractor shall, immediately and at no additional cost to City, take all measures necessary, including working such overtime and additional shifts (other than City’s normal working hours of 8:00 AM to 6:00 PM, Monday through Friday and 9:00 AM to 5:00 PM on Saturday), to ensure that the Work is Substantially Completed within the Contract Time. Upon receipt of such notice from City, Contractor shall immediately respond in writing setting forth a detailed plan for accelerating the Work in a manner acceptable to City. Contractor shall not be entitled to any reimbursement or payment of costs, expenses or damages incurred as a result of an acceleration of the Work that is performed pursuant to this provision. City may also take all necessary measures to ensure no further Delays to the Substantial Completion of the Work within the Contract Time. Contractor shall reimburse City, or City may withhold from payment due to Contractor, sums expended by City to perform such measures.

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8.2.4. During unfavorable weather, wet ground or other unsuitable construction conditions, Contractor shall confine the operations to Work that will not be affected adversely by such conditions. No portion of the Work shall be constructed under conditions which would affect adversely the quality thereof or be detrimental to the quality of water discharges, unless special means or precautions are taken by Contractor to perform the Work in a proper and satisfactory manner.

8.3 DELAY

8.3.1 Contractor may make a Claim for an extension of the Contract Time, for an Excusable Delay or a Compensable Delay, subject to the following:
.1 In order to avoid double counting concurrent Delays, if an Excusable Delay and a Compensable Delay occur concurrently, the maximum extension of the Contract Time shall be the number of days from the commencement of the first Delay to the cessation of the Delay which ends last.
.2 If an Unexcused Delay occurs concurrently with either an Excusable Delay or a Compensable Delay, the maximum extension of the Contract Time shall be the number of Days, if any, by which the Excusable Delay or the Compensable Delay exceeds the Unexcused Delay.
.3 If an Unexcused Delay occurs concurrently with both an Excusable Delay and a Compensable Delay, the maximum extension of the Contract Time shall be the number of Days, if any, by which the number of Days determined pursuant to Article 8.3.1.2 exceeds the number of Days of the Unexcused Delay.

8.3.2 As a condition precedent to Contractor's right to an extension of Time adjusting the Contract Time and the Contract Sum for Compensable Delay, it must provide written notice to City within seven (7) Days of the date that Contractor learned of the Delay or should have learned of the Delay in exercise of diligence and reasonable care, setting forth:
(i) A description of the Delay;
(ii) A statement that the Delay is critical to completion; (iii) The probable effect of the Delay in terms of the number of Days' extension Contractor believes are required to the Contract Time;
(iv) An itemization of Contractor's asserted direct costs resulting from the Compensable Delay, if any;
(v) An itemization of Contractor's asserted field overhead costs resulting from the Compensable Delay, if any;
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(vi) An itemization of Contractor's asserted unabsorbed home office overhead resulting from the Compensable Delay, if any; and
(vii) An itemization of Contractor's asserted increased general conditions costs resulting from the Compensable Delay, if any.

It is agreed that the form, content and timeliness of the written notice required by Article

8.3.2 is of the essence to City's ability to adequately monitor the progress of the Work, to differentiate between critical and non-critical Delays, and to prioritize its actions in a manner that is appropriately targeted to mitigate the effect of delays. Accordingly, Contractor agrees that failure to provide written notice in the manner required by Article

8.3.2 shall be conclusively deemed a waiver of the right to an adjustment of the Contract Sum and Contract Time on account thereby, regardless of whether the circumstances of the Delay may have been known or suspected by City or the Construction Manager and that no other form of notice (including, without limitation, meeting minutes, log entries or schedule updates) shall suffice as constituting notice to City in accordance with Article

8.3.2. 8.3.3 For a Compensable Delay, Contractor shall be entitled to an adjustment in the Contract Sum equal to the sum of items (iv) – (vii) of Article 8.3.2 as verified by the Construction Manager. Any adjustment in the Contract Sum shall be Contractor’s sole and exclusive right and compensation to cover all costs and damages to Contractor and to its Subcontractors and Sub-subcontractors, of every Tier, for Compensable Delays and all other Claims for costs, acceleration, expenses, Losses, damage or compensation, of any kind, for additional supervision, administration, extended or extraordinary overhead (direct or home office), additional insurance or bond costs, loss of productivity, inefficiency, labor, wage, material or equipment escalation, or other costs, expenses or damages due to Delay, interruption, hindrance, compression, disruption, or the impact or ripple effect of Delays on the Work, are conclusively waived.

8.3.4 The parties agree that City's exercise of its rights to order Changes, whether or not resulting in Extra Work, regardless of the extent and number of Changes, or to suspend the Work, is within the contemplation of the parties.

8.3.5 The determination of whether a Delay is an Excusable Delay, Compensable Delay or Unexcused Delay shall not be affected by the fact that any earlier Delay occurred, regardless of fault or causation.

8.3.6 All time limits stated in the Contract Documents are of the essence.

ARTICLE 9 – PAYMENTS AND COMPLETION

9.1 SCHEDULE OF VALUES
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9.1.1 Within thirty (30) Days after signing the Contract, but in any event a maximum of ten (10) Days of receipt of the Notice to Proceed, Contractor shall submit to City through the Construction Manager a Schedule of Values reflecting cost breakdown of the Contract Sum in a form approved by the Construction Manager. The Schedule of Values shall itemize as separate line items the cost of each scheduled Work activity and all other costs, including warranties, Record Documents, insurance, bonds, overhead and profit, the total of which shall equal the Contract Sum and shall be made out in a form approved by the Construction Manager. The Schedule of Values, when approved by City, shall become the basis for determining the cost of Work requested on Contractor's Applications For Payment. Contractor shall submit a statement based upon this breakdown, and if required, itemized in such form and supported by such evidence as the Construction Manager may direct, showing Contractor's right to the payment claimed.

9.2 PROGRESS PAYMENT

9.2.1 Subject to City’s right of withholding under Article 9.4.2, City agrees to pay to Contractor within thirty (30) Days of receipt of an undisputed and properly submitted Application for Payment an amount equal to ninety-five percent (95%) of the sum of the following:
(i) Construction Manager’s determination of the value, expressed as a percentage of the Contract Sum, of the Work in permanent place that has been tested as of the end of the preceding month.
(ii) Plus Construction Manager’s determination of the value of materials suitably stored but not yet incorporated into the Work, subject to Article 9.3.6. (iii) Less amounts previously paid.

9.2.2 At any Time after 50% of the Work has been determined by City to be completed, if City determines in its sole discretion that satisfactory progress on the Work is being made, City may, in its sole discretion, make any of the remaining progress payments in accordance with the calculation in Article 9.2.1 based on 100% of City’s determination of the value of the Work in place and of stored materials not incorporated.

9.2.3 Progress payments shall not be construed as City's Acceptance of any or all of the Work and shall not be a waiver of any or all rights City has under the Contract Documents.

9.3 APPLICATION FOR PAYMENT

9.3.1 At the end of each month, Contractor shall submit to City an itemized Application for Payment, requesting payment for Work as of the end of that month that is calculated DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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in accordance with the formula for payment set forth in Article 9.2.1. The Application for Payment shall be prepared:
(i) Utilizing the format as designated by City or the Construction Manager. (ii) Itemized in accordance with the Schedule of Values. (iii) Including such data substantiating Contractor's right to payment as City may reasonably require, such as invoices, certified payrolls, daily time and material records, and, if securities are deposited in lieu of retention pursuant to Article 9.5, a certification of the market value of all such securities as of a date not earlier than five (5) Days prior to the date of the Application for Payment.
(iv) Showing itemized amounts for Change Orders, Modifications and retention.

9.3.2 Applications for Payment shall not include requests for payment on account of Changes which have not been authorized by Change Orders or amounts Contractor does not intend to pay a Subcontractor because of a dispute or other reason.

9.3.3 If required by City, an Application for Payment shall be accompanied by all of the following:
(i) A summary showing payments that will be made to Subcontractors covered by such application.
(ii) Conditional waivers and releases of claims and stop notices from Contractor and each Subcontractor and Sub-subcontractor, of every Tier, listed in the current Application for Payment covering sums requested in the current Application for Payment.
(iii) Unconditional waivers and releases of claims and stop notices, from Contractor and each Subcontractor and Sub-subcontractor, of every Tier, listed in the preceding Application for Payment covering sums disbursed pursuant to that preceding Application for Payment.

9.3.4 Contractor warrants that, upon submittal of an Application for Payment, all Work for which Certificates for Payment have been previously issued and payment has been received from City, shall be free and clear of all claims, stop notices, security interests and encumbrances in favor of Contractor, Subcontractors, Sub-subcontractors, of every Tier, or other persons or firms entitled to make claims by reason of having provided labor, materials or equipment relating to the Work.

9.3.5 The making of final payment shall constitute a waiver of all Claims by City except those arising from unsettled liens, faulty or Defective Work, failure of the Work to comply with the requirements of the Contract Documents or terms of any special guarantees required by the Contract Documents.

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9.3.6 At the sole discretion of City, the Construction Manager may approve for inclusion in Contractor’s Application for Payment the cost of materials to be incorporated in the Work but not yet incorporated in the Work and already delivered and suitably stored either at the Site or at some other appropriate location acceptable to City. In such case, Contractor shall furnish evidence satisfactory to City:
(i) Of the cost of such materials.
(ii) That such materials are under the exclusive control of Contractor, or if not, that title to the materials is in City, free of any lien or encumbrance and that the materials are safely and suitably stored in a bonded warehouse with appropriate insurance coverage satisfactory to City to cover any Loss.

Any payment pursuant to this provision shall not be construed as an inspection or acceptance of the materials nor shall it relieve Contractor of its continuing and sole responsibility for the care and protection of such materials nor shall it relieve Contractor from sole responsibility for any loss or damage to the materials from any cause whatsoever nor act as a waiver of the right of City to require strict fulfillment by Contractor with all terms of the Contract Documents.

9.3.7 City shall have the right, in its sole discretion, to make payments of monies owing to Contractor by means of direct payment to Subcontractors or Sub-subcontractors, of any Tier of any unpaid work performed by any Subcontractor or Sub-subcontractor of any Tier, or by joint payment to Contractor and to Subcontractors or Sub-subcontractors, of any Tier. The making of such payments shall not be construed as the assumption of any obligation on the part of City or as creating any contractual relationship between City and any Subcontractor or Sub-subcontractor and shall not relieve Contractor of any of its obligations under the Contract Documents.

9.4 CERTIFICATE FOR PAYMENT

9.4.1 If Contractor has made an Application for Payment in accordance with Article 9.3, the Construction Manager will, not later than seven (7) Days after the date of receipt of an Application for Payment prepared and submitted in accordance with the Contract Documents, issue to City, with copy to Contractor, a Certificate for Payment in such amount as the Construction Manager determines is due.

If Construction Manager determines that Contractor’s Application for Payment has not been properly prepared or submitted, then Construction Manager, within the seven (7) Day period provided for in Article 9.4.1, notify Contractor in writing of the reasons why the Application for Payment is being rejected.

9.4.2 Approval of all or any part of an Application for Payment may be withheld, a Certificate For Payment may be withheld or all or part of a previous Certificate For Payment may be nullified and that amount withheld from a current Certificate For DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Payment in order to protect City against actual or threatened loss as a result of any of the following:
(i) Defective Work not remedied.
(ii) Third-party claims against Contractor or City arising from the acts or omissions of Contractor, Subcontractors, or Sub-subcontractor, of any Tier. (iii) Stop notices.
(iv) Failure of Contractor to make timely payments due Subcontractors for material or labor.
(v) A reasonable doubt that the Work can be completed for the balance of the Contract Sum then unpaid.
(vi) Damage to City or Separate Contractor for which Contractor is responsible. (vii) Reasonable evidence that the Work will not be completed within the Contract Time. (viii) Failure of Contractor to maintain and update As-Built or Record Documents. (ix) Failure of Contractor to submit schedules, reports, or their updates as required by the Contract Documents.
(x) Performance of Work by Contractor without approved Submittals. (xi) Liquidated or actual damages assessed in accordance with the Construction Contract.
(xii) Contractor's failure to comply with prevailing wage requirements, including, without limitation, failure to submit certified payrolls or payroll documentation. (xiii)Any other failure of Contractor to perform an obligation under the Contract Documents.

9.4.3 Subject to the withholding provisions of Article 9.4.2 and when any or all of the noted deficiencies or others have been removed, City shall pay Contractor the amount set forth in the Certificate for Payment in accordance with its normal disbursement procedures.

9.4.4 Neither City nor the Construction Manager shall have an obligation to pay or to see to the payment of money to a Subcontractor or Sub-subcontractors, of any Tier, except as may otherwise be required by Law.

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9.4.5 Neither a Certificate for Payment nor any payment (progress or final) shall be construed as a waiver of any rights arising from Defective Work.

9.5 DEPOSIT OF SECURITIES IN LIEU OF RETENTION AND DEPOSIT OF

RETENTION INTO ESCROW

9.5.1 At the request and expense of Contractor, a substitution of securities may be made as found in the California Government Code, Section 16430, and as authorized by the California Public Contract Code, Section 22300, in lieu of monies retained by City under Article 9.2 to ensure performance under the Contract Documents. Securities equivalent in value to the retention amount required by the Contract Documents for each Certificate For Payment shall be deposited by Contractor with a state or federally chartered bank in the State of California ("Escrow Agent"), which shall hold such securities pursuant to the escrow agreement referred to in Article 9.5.3 until final payment is due in accordance with Article 9.8. Securities shall be valued as often as conditions of the securities market warrant, but in no case less than once per month. Contractor shall deposit additional securities so that the current market value of the total of all deposited securities shall be at least equal to the total required amount of retention.

9.5.2 Alternatively to Article 9.5.1, and at the request and expense of Contractor, City shall deposit retention directly with the Escrow Agent. Contractor may direct the investment of such deposited retention into interest bearing accounts or securities, and such deposits or securities shall be held by the Escrow Agent upon the same terms provided for securities deposited by Contractor.

9.5.3 A prerequisite to the substitution of securities in lieu of retention or the deposit of retention into escrow shall be the execution by Contractor, City, and the Escrow Agent of an Escrow Contract for Deposit of Securities in Lieu of Retention and Deposit of Retention forms provided by City. The terms of such escrow agreement are incorporated into the requirements of Article 9.5.

9.5.4 Release of funds or securities from escrow shall be made with Contractor’s final payment.

9.6 BENEFICIAL OCCUPANCY

9.6.1 City reserves the right, at its option and convenience, to occupy or otherwise make use of all or any part of the Work, at any time prior to issuing the Certificate of Substantial Completion, upon thirty (30) Days notice to Contractor. Such occupancy or use is herein referred to as "Beneficial Occupancy." Beneficial Occupancy shall be subject to the following conditions:
.1 City, Design Consultant and Construction Manager will make an inspection of the portion of the Work to be beneficially occupied and prepare a list of items to be completed or corrected prior to Substantial Completion.

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.2 Beneficial Occupancy by City shall not be construed by Contractor as Acceptance by City of that portion of the Work which is to be occupied. City may, however, at its sole option, relieve Contractor of Contract requirements to protect Work being beneficially occupied by City where such relief is specifically designated by City in writing. .3 Beneficial Occupancy by City shall not constitute a waiver of existing Claims of City or Contractor against each other.
.4 Contractor shall provide, in the areas beneficially occupied and on a continual basis (if required), utility services, heating, and cooling for systems which are in operable condition at the time of Beneficial Occupancy. All responsibility for the operation and maintenance of equipment shall remain with Contractor while the equipment is so operated. Contractor shall submit to City an itemized list of each piece of equipment so operated with the date operation commences.
.5 The Guarantee to Repair Periods, as defined in Article 12.2, will commence upon the first dates of actual occupancy or use of portions of the Work actually occupied and equipment or systems fully utilized.
.6 City shall pay all normal operating and maintenance costs resulting from its use of equipment in areas beneficially occupied.
.7 City shall pay all utility costs which arise out of the Beneficial Occupancy. .8 Contractor shall not be responsible for providing security in areas beneficially occupied.
.9 City shall use its best efforts to prevent its Beneficial Occupancy from interfering with the conduct of Contractor's remaining Work.
.10 Contractor shall not be required to repair damage caused by City in its Beneficial Occupancy.
.11 Except as provided in Article 9.6, there shall be no added cost to City due to Beneficial Occupancy.
.12 Contractor shall continue to maintain all insurance required by the Contract in full force and effect.

9.7 SUBSTANTIAL COMPLETION

9.7.1 When Contractor gives notice to City that the Work, or portion thereof designated by City for separate delivery, is Substantially Complete, unless City determines that the Work or designated portion thereof is not sufficiently complete to warrant an inspection to determine Substantial Completion, City will inspect the Work, or such designated portion thereof, and prepare and give to Contractor a comprehensive list of items, if any, to be DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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completed or corrected before establishing Substantial Completion. Contractor shall promptly proceed to complete and correct items on the list. Failure to include an item on such list does not alter the responsibility of Contractor to complete all Work in accordance with the Contract Documents. City will then make a further inspection to determine whether the Work or such designated portion thereof is Substantially Complete. If City's inspection discloses any item, whether or not included on the list, which must be completed or corrected before Substantial Completion, Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item. Contractor shall then submit a request for another inspection by City to determine Substantial Completion.

9.7.2 When City determines that the Work or such designated portion thereof is Substantially Complete, City will prepare a Certificate of Substantial Completion on City's form, which when signed by City shall establish the date of Substantial Completion and the responsibilities of City and Contractor for security, maintenance, heat, utilities, insurance, completion of minor items and correction or repair of the Work or such designated portion thereof. Unless otherwise provided in the Certificate of Substantial Completion, the Guarantee To Repair Period for the Work (which is defined in Article

12.2.1), or such designated portion thereof covered by the Certificate of Substantial Completion, excluding any systems provided by Separate Contractors which are not yet fully operational or accepted by City, shall commence on the date of Substantial Completion of the Work or such designated portion thereof. The Guarantee To Repair Period for systems which become fully operational or Accepted subsequent to Substantial Completion will begin on the later of the date they are operational or Acceptance of the Project by City.

9.8 FINAL COMPLETION AND FINAL PAYMENT

9.8.1 Upon receipt of notice from Contractor that the Work is ready for final inspection, City will make such inspection. City will file a notice of completion within ten (10) Days after Acceptance by City. After receipt of the Final Application for Payment, if City determines that Final Completion is achieved, City will issue a Certificate for final payment and release undisputed retention no later than 60 days after the date of completion of the Work.

9.8.2 Without limitation to any other provisions of the Contract Documents, before final payment for Work under this Construction Contract is authorized, the Work has been completed in accordance with the Contract Documents and all applicable standards of care and the following requirements of the Contract Documents must be fulfilled by Contractor:
(i) The submittal of an Application for Final Payment, together with supporting documentation, as required by Article 9.3.

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(ii) Completion and delivery by Contractor to City of all required written guarantees, warranties, operation and maintenance manuals, As-Built Documents and other Record Documents and such other documents as required by the Contract Documents. (iii) Delivery by Contractor to City of an affidavit, signed under penalty of perjury, stating that all workers and persons employed, all firms supplying the materials, and all Subcontractors and Sub-subcontractors, of every Tier, have been paid in full; and that there are no bills outstanding against the Work for either labor or materials, except certain items, to be set forth in such affidavit covering disputed claims or items in connection with which notices to withhold have been filed under the provisions of the statutes of the State of California.
(iv) Completion of all construction work in a manner acceptable to City. (v) Submission of conditional releases of claims and stop notices upon final payment from Contractor and its Subcontractors and Sub-subcontractors, of every Tier, with no reservation of rights for disputed claims or amounts. Contractor shall pay or cause to be paid to Subcontractors and Sub-Subcontractors, of every Tier, the amount stated in the conditional releases within five (5) Days after receipt of the final payment, and shall promptly thereafter furnish evidence of such payment to City.

9.8.3 Acceptance of final payment by Contractor shall constitute a waiver of all Claims, except those previously made in writing and identified by Contractor as unsettled at the time of the Application for Final Payment.

9.8.4 City shall have the right, in its sole discretion, to make payment of amounts retained from progress payments on the Work of any Subcontractor at any time prior to Final Completion. The making of such early payment of retention shall not be construed as creating any obligation on the part of City nor shall it relieve Contractor of any of its obligations under the Contract Documents.

ARTICLE 10 – PROTECTION OF PERSONS AND PROPERTY

10.1 SAFETY PRECAUTIONS AND PROGRAMS

10.1.1 Contractor shall be solely and completely responsible for initiating, maintaining and supervising all safety precautions and programs on the Site in connection with the performance of the Construction Contract, including safety of all persons for the duration of the Work, on a 24-hour day, 7-day week basis.

10.1.2 Prior to the start of construction, Contractor shall submit to City a copy of Contractor's safety program for the Project. A copy of this program shall be maintained on Site at all times. The safety program shall include, at a minimum:
(i) Management policy, illness and injury prevention program (as described below).

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(ii) Safety meetings.
(iii) Accident investigation.
(iv) Basic accident causes.
(v) Safety inspection check list.
(vi) Fire prevention and control.
(vii) Report forms.
(viii) Employee safety manual.

10.1.3 Prior to the start of construction, Contractor shall submit to City a copy of an illness and injury prevention program as required by law. This program must be submitted prior to issuance by City of Notice to Proceed. It must include provisions for Contractor reviewing and monitoring all Subcontractor safety programs.

10.2 SAFETY OF PERSONS AND PROPERTY

10.2.1 Precaution shall be exercised at all times for the protection of persons and property. Contractor shall have available at the Site, copies or suitable extracts of "Construction Safety Orders" and "General Industrial Safety Orders" issued by the State Division of Industrial Safety. Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations.

10.2.2 Contractor shall immediately respond to notice from City of unsafe conditions, shall take adequate precautions for safety of persons on the Site, and shall provide adequate protection to prevent injury or Loss to the following:
(i) Employees involved in the Work and other persons who may be affected thereby. (ii) The Work in place and materials and equipment to be incorporated therein, whether in storage on or off the Site, under care, custody, or control of Contractor, Subcontractors, or Sub-subcontractors.
(iii) Other property at the Site and adjoining property(ies).

10.2.3 Contractor shall promptly remedy damage and Loss (other than damage or Loss insured under property insurance required by the Contract Documents) to property caused in whole or in part by Contractor or its Subcontractors or Sub-subcontractors, of any Tier, or anyone for whose acts they may be liable and for which Contractor is responsible. An exception is Loss attributable to acts of the Construction Manager, City or Design Consultant or anyone directly or indirectly employed by either of them, or by DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of Contractor or its Subcontractors or Sub-subcontractors, of any Tier.

10.2.4 Contractor shall erect and maintain, as required by existing conditions and performance of the Work, adequate safeguards for safety and protection, including providing adequate lighting and ventilation, posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities.

10.2.5 When use or storage of hazardous materials, equipment, or unusual methods are necessary for execution of the Work, Contractor shall exercise the utmost care and carry on such activities only under the supervision of properly qualified personnel.

10.2.6 Contractor shall be required to provide at the Site a member of Contractor's organization, typically the Superintendent, whose responsibility it shall be to provide instruction to persons present on the Site about prevention of accidents and overall jobsite safety. If Contractor has another individual responsible for these activities, Contractor shall notify City in writing.

10.2.7 Contractor shall be responsible for locating, providing, and coordinating the storage and staging of materials and equipment on-Site and off-Site and shall not load/store or permit any part of the Work on the Site to be loaded/stored so as to endanger the safety of persons or property.

10.2.8 Contractor shall protect its materials and the Work from damage in a manner satisfactory to City and shall make good, without charge to City, all damage due to negligence in providing proper protection.

10.2.9 Contractor shall take necessary precautions to guard against and eliminate possible fire hazards and to prevent damage to the Work, building materials, equipment, temporary field offices, storage sheds and public and private property.

10.2.10 Contractor shall not permit the possession or use of alcohol or controlled substances on the Site.

10.2.11 Explosives may be used only when authorized in writing by City. Explosives shall be handled, used and stored in accordance with applicable regulations.

10.3 EMERGENCIES
In an emergency affecting the safety of persons or property, Contractor shall immediately act to prevent or minimize damage, injury or loss. Contractor shall immediately notify the Construction Manager and City, which notice may be oral, followed within twenty-four (24) hours after occurrence of the incident by written confirmation, of the occurrence of such an emergency and Contractor's action.

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ARTICLE 11 – INSURANCE AND BONDS

11.1 CONTRACTOR'S INSURANCE

11.1.1 Prior to commencing the Work, Contractor shall procure and maintain at Contractor’s own cost and expense, insurance as required in the Construction Contract between Contractor and City against claims for injuries to persons or damages to property which may arise out of or result from the performance of the Work by Contractor, its Subcontractors or Sub-subcontractors, by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable.

11.2 BOND REQUIREMENTS

11.2.1 Within ten (10) Days after the issuance of the Notice of Award and prior to commencing Work on the Project, Contractor shall file with City Labor and Material Payment and Performance Bonds each in the amount of 100% of the Contract Sum. The bonds shall be duly executed by a responsible corporate surety authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California. Further, the bonds will be signed by both Contractor and Surety and properly notarized on the City’s forms or such other forms as required by City. Should any bond required hereunder or any surety on such bond become or be determined by City to be insufficient, it shall be replaced within ten (10) Days by a bond that fully complies with the requirements of Article 11.2. No further payments to Contractor for Work performed shall be made or due until Contractor has fully complied with the requirements of Article 11.2.

11.2.2 The Payment Bond shall remain in effect until Acceptance of the Work and payment of all Claims by Contractor, Subcontractors, or Sub-subcontractors, of any Tier, have been satisfied. The Performance Bond provided by Contractor shall remain in effect for the duration of the period of all warranties required by the Contract Documents and shall assure faithful performance of all Contractor’s obligations under the Contract Documents, including, without limitation, all obligations that survive Final Completion or termination, such as, but not limited to Contractor’s warranty and indemnity obligations.

11.2.3 Contractor shall promptly furnish such additional security as may be required by City to protect its interests and those interests of persons or firms supplying labor or materials to the Work.

11.2.4 Surety companies used by Contractor shall be, on the date the Contract is signed by City and at all times while the bonds are in effect, either California Admitted Sureties or listed in the latest published United States Treasury Department list of Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies and either have a current A.M. Best A VIII rating.

11.2.5 The premiums for all Bonds are included in the Contract Sum and shall be paid by Contractor.

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11.2.6 The bonds shall name City as obligee.

11.2.7 Change Orders, Field Orders, Modifications, Changes in the Work and adjustments in the scope of Work Contract Sum or Contract Time shall in no way release or exonerate Contractor or its sureties from their obligations and notice thereof shall be waived by such sureties.

11.2.8 City and the Construction Manager shall have the right to communicate with Contractor’s sureties with respect to matters that are related to Contractor’s performance of its obligations under the Contract Documents. Contractor shall be provided with a copy of all such written communications. Such communications shall not create or be interpreted as creating any contractual relationship between City or the Construction Manager and any such surety.

11.2.9 In the event of a significant (15% or more) increase in Contract Sum, replacement bonds totaling the new Construction Contract amount may be required by City.

ARTICLE 12 – DEFECTIVE WORK

12.1 UNCOVERING OF WORK

12.1.1 If a portion of the Work is covered contrary to City's request or direction, or contrary to the requirements of the Contract Documents, it must, if required in writing by City, be uncovered for City's observation and be replaced at Contractor's expense without adjustment of the Contract Time or the Contract Sum.

12.1.2 If a portion of the Work has been covered, which is not required by the Contract Documents to be observed or inspected prior to its being covered and which City has not specifically requested to observe prior to its being covered, City may request to see such Work and it shall be uncovered and replaced by Contractor. If such Work is in accordance with the Contract Documents, the costs of uncovering and replacing the Work shall be added to the Contract Sum by Change Order; and if the uncovering and replacing of the Work extends the Contract Time, an appropriate adjustment of the Contract Time shall be made by Change Order. If such Work is not in accordance with the Contract Documents, Contractor shall pay such costs and shall not be entitled to an adjustment of the Contract Time or the Contract Sum.

12.2 CORRECTION OF DEFECTIVE WORK AND GUARANTEE TO REPAIR PERIOD

12.2.1 Besides guarantees required elsewhere, Contractor shall guarantee in writing all Work for a period of one (1) year. This guarantee termed "Guarantee To Repair Period," is a period of one (1) year, unless a longer period of time is specified in the Special Provisions and Technical Specifications, commencing as follows:

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(i) For any Work not described as incomplete in the Certificate of Substantial Completion, on the date of Substantial Completion.
(ii) For space beneficially occupied or for separate systems fully utilized prior to Substantial Completion pursuant to Article 9.6, from the first date of such Beneficial Occupancy or actual use, as established an appropriate written authorization for Beneficial Occupancy.
(iii) For all Work other than (I) or (ii) above, from the date of filing of notice of completion pursuant to Article 9.8.

12.2.2 Contractor shall (i) correct Defective Work that becomes apparent during the progress of the Work or during the Guarantee To Repair Period and (ii) replace, repair, or restore to City's satisfaction any other parts of the Work and any other real or personal property which is damaged or destroyed as a result of Defective Work or the correction of Defective Work, without any expense whatsoever to City. City will give notice of observed Defective Work with reasonable promptness, and Contractor shall promptly commence such correction, replacement, repair or restoration upon notice from City, but in no case later than seven (7) Days after receipt of such notice. Contractor shall diligently and continuously prosecute such correction to completion. Contractor shall bear all costs of such correction, replacement, repair, or restoration and all Losses resulting from such Defective Work, including additional testing, inspection and compensation for City's or City's services and expenses. Contractor shall perform corrective Work at such times that are acceptable to City and in such a manner as to avoid, to the extent practicable, disruption to City's activities. Ordinary wear and tear, unusual abuse or neglect are excepted from this guarantee. Contractor shall notify City upon completion of repairs.

12.2.3 If immediate correction of Defective Work is required for life safety or the protection of property or, if in the opinion of City, Defective Work creates a dangerous condition or requires immediate corrections or attention to prevent further Loss to City or to prevent interruption of operations of City, City will attempt to give immediate notice to Contractor.

If Contractor cannot be contacted or does not comply with City's request for correction within a reasonable time as determined by City, City or Separate Contractors under City's direction, may, notwithstanding the provisions of this Article, proceed to make such corrections or provide such attention; and the costs of such correction or attention shall be charged against Contractor. Such action by City will not relieve Contractor of the guarantees provided in this Article or elsewhere in the Construction Contract. Contractor shall replace, repair or restore to City's satisfaction any other parts of the Work and any other real or personal property, which is damaged or destroyed as a result of such Defective Work or the correction of such Defective Work.

12.2.4 Contractor shall promptly remove from the Site those portions of the Work and materials which are not in accordance with the Contract Documents and which are neither corrected by Contractor nor accepted by City.

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12.2.5 If Contractor fails to commence correction of Defective Work within seven (7) Days after notice from City or fails to diligently prosecute such correction to completion, City may correct the Defective Work in accordance with Article 2.4; and, in addition, City may remove the Defective Work and store salvageable materials and equipment at Contractor's expense.

12.2.6 If Contractor fails to pay the costs of such removal and storage as required by Articles 12.2.4 and 12.2.5 within seven (7) Days after written demand, City may, without prejudice to other remedies, sell such materials at auction or at private sale or otherwise dispose of such material. Contractor shall be entitled to the proceeds of such sale, if any, in excess of the costs and damages for which Contractor is liable to City, including compensation for City's services and expenses. If such proceeds of sale do not cover costs and damages for which Contractor is liable to City, the Contract Sum shall be reduced by such deficiency. If there are no remaining payments due Contractor or the remaining payments are insufficient to cover such deficiency, Contractor shall promptly pay the difference to City.

12.2.7 Contractor's obligations under this Article are in addition to and not in limitation of its warranty under Article 3.5 or any other obligation of Contractor under the Contract Documents. Enforcement of Contractor's express warranties and guarantees to repair contained in the Contract Documents shall be in addition to and not in limitation of any other rights or remedies City may have under the Contract Documents or at law or in equity for Defective Work. Nothing contained in this Article shall be construed to establish a period of limitation with respect to other obligations of Contractor under the Contract Documents, which may be longer specified periods. Establishment of the Guarantee To Repair Period relates only to the specific obligation of Contractor to correct the Work and in no way limits either Contractor's liability for Defective Work or the time within which proceedings may be commenced to enforce Contractor's obligations under the Contract Documents.

12.3 ACCEPTANCE OF DEFECTIVE WORK

12.3.1 Notwithstanding the provisions of Article 12.2 of these General Conditions, City shall have the option, at its sole discretion and by notice to Contractor, to accept Defective Work instead of requiring its removal or correction, in which case the Contract Sum shall be reduced by an amount equal to the difference between the value to City the Work would have had were it complete, correct and in conformity with the Contract Documents and the value to City of such Defective Work. Such option shall be exercised solely by notice to Contractor and shall not be implied from any act or omission by City or Construction Manager. If there are no remaining payments of the Contract Sum to be made to Contractor, or if the remaining payments and retention are insufficient to cover the amount of the reduction of the Contract Sum, Contractor shall promptly pay to City the amount of any such deficiency.

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ARTICLE 13 – STATUTORY REQUIREMENTS

13.1 NONDISCRIMINATION/EQUAL OPPORTUNITY

13.1.1 For purposes of this Article, the term Subcontractor shall not include suppliers, manufacturers, or distributors, except those who will actually perform work on the Site.

13.1.2 Contractor shall comply and shall ensure that all Subcontractors comply with the California Government Code, Section 12900, and the applicable sections that follow

13.1.3 Contractor agrees as follows during the performance of the Work:
.1 Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, ancestry, national origin, local custom, habit, sexual orientation, handicap, veteran's status, medical condition (as defined in the California Government Code, Section 12926), marital status, or citizenship.

All applicants for employment and employees are to be treated without regard to their race, color, religion, sex, age, ancestry, national origin, local custom, habit, sexual orientation, handicap, veteran's status, medical condition (as defined in the California Government Code, Section 12926), marital status, or citizenship. Such equal treatment shall apply, but not be limited to:
(i) Employment, upgrading, demotion, or transfer.
(ii) Recruitment or recruitment advertising.
(iii) Layoff or termination.
(iv) Rates of pay or other forms of compensation.
(v) Selection for training, including apprenticeship.

Contractor agrees to post in conspicuous places, available to employees and applicants for employment, the Notice of Equal Employment Opportunity (EEO) setting forth this provision.
.2 Contractor shall send to each labor union, with which it has a collective bargaining agreement or other contract or understanding, the letter of Concurrence and the Notice of Equal Employment Opportunity (EEO) advising them of Contractor's commitments under this provision; and Contractor shall post copies of the Notice of Equal Employment Opportunity (EEO) in conspicuous places available to employees and applicants for employment. The Notice of Equal Employment Opportunity (EEO) shall be in English and other applicable languages.
.3 Contractor and all Subcontractors will permit access to their records of employment, employment advertisements, application forms, and other pertinent data DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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and records by City or any appropriate City of the State of California designated by City for the purposes of investigation to ascertain compliance with this provision. The outcome of the investigation may result in the following:
a. A finding of willful violation of the provisions of this Construction Contract or of the Fair Employment Practices Act may be regarded by City as either of the following:
(i) A basis for determining that Contractor is not a "responsible bidder" as to future contracts for which such Contractor may submit bids.
(ii) A basis for refusing to accept or consider the bids of Contractor for future contracts. b. City may deem a finding of willful violation of the Fair Employment Practices Act to have occurred upon receipt of written notice from the Fair Employment Practices Commission that it has done both of the following:
(i) Investigated and determined that Contractor has violated the Fair Employment Practices Act.
(ii) Issued an order under the California Government Code, Section 12970, or obtained an injunction under the California Government Code Section 12973. c. Upon receipt of such written notice from the Fair Employment Practices Commission, City may notify Contractor that, unless it demonstrates to the satisfaction of City within a stated period that the violation has been corrected, Contractor's bids on future projects will not be considered.
.4 Contractor agrees that, should City determine that Contractor has not complied with this provision, Contractor shall forfeit to City, as a penalty, for each day or portion thereof, for each person who was denied employment as a result of such non-compliance, the penalties provided in Article 13.3 for violation of prevailing wage rates. Such penalty amounts may be recovered from Contractor; and City may deduct any such penalty amounts from the Contract Sum.
.5 Nothing contained in this provision shall be construed in any manner so as to prevent City from pursuing any other remedies that may be available at law. .6 Contractor shall meet the following standards for affirmative compliance and provide City with satisfactory evidence of such compliance upon City's request, which shall be evaluated in each case by City:
a. Contractor shall notify its Superintendent and other supervisory personnel of the nondiscrimination requirements of the Contract Documents and their responsibilities thereunder.

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b. Contractor shall notify all sources of employee referrals (including unions, employment agencies, and the State of California Department of Employment) of the nondiscrimination requirements of the Contract Documents by sending to such sources and by posting the Notice of Equal Employment Opportunity (EEO). c. Contractor or its representative shall, through all unions with whom it may have agreements, develop agreements that:
(i) Define responsibilities for nondiscrimination in hiring, referrals, upgrading, and training.
(ii) Implement an affirmative nondiscrimination program, in terms of the unions' specific areas of skill and geography, such that qualified minority women, non-minority women, and minority men shall be available and given an equal opportunity for employment.
d. Contractor shall notify City of opposition to the nondiscrimination requirements of the Contract Documents by individuals, firms or organizations during the term of the Contract.
.7 Contractor shall include the provisions of the foregoing Articles 13.1.3.1 through

13.1.3.6 in all subcontracts with Subcontractors, so that such provisions will be binding upon each such Subcontractor.

13.2 STATE LABOR LAW

13.2.1 Contractor, its agents, and employees shall be bound by and comply with all applicable provisions of the Labor Code and such federal, state and local laws which affect the conduct of the Work.

13.2.2 Contractor shall strictly adhere to the provisions of the Labor Code regarding the employment of apprentices; minimum wages; payment of wages; alien labor, the eighthour day; overtime, Saturday, Sunday and holiday work; registration with the Department of Industrial Relations to maintain eligibility to work on public works; and nondiscrimination because of race, color, national origin, age, marital status, sexual orientation, disability, sex or religion. Contractor shall forfeit to City the penalties prescribed in the Labor Code for violations.

13.2.3 In accordance with the provisions of the Santa Monica Municipal Code, Chapter

7.28, City has ascertained that the general prevailing rate of wages and employer payments for health and welfare, vacation, pensions, and similar purposes applicable to the locality in which the Work is to be done are as set forth in that certain document entitled, "Prevailing Wage Scale," as indicated in the California Labor Code Part 7, Chapter 1 – Article 2, as determined by the Director of Industrial Relations. Applicable Prevailing Wage Rates and related information not listed are to be obtained from the State of California by Contractor. Contractor shall post a copy of applicable exhibits/wage rates DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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at each Site. Contractor to whom the Construction Contract is awarded and any Subcontractor agree to pay wages and benefits not less than said specified rates to all workers employed by them in the execution of the Construction Contract. A Contractor or Subcontractor who fails to do so shall be subject to withholding of contract payments equal to the underpayment of required wages and benefits and subject to the penalties provided for in the California Labor Code, Section 1775. Contractor and each Subcontractor shall prepare and certify their payrolls on forms satisfactory and in accordance with instructions to be furnished by City.

13.2.4 In accordance with the Labor Code, prevailing wage rate determinations for the work to be done on this Project are maintained by the City.

13.2.5 In the event there is a determination that Contractor is in violation of prevailing wage requirements, Contractor shall reimburse City for all investigative costs incurred in addition to any other remedies provided under the Contract Documents.

13.3 PAYROLL RECORDS

13.3.1 Contractor and all Subcontractors shall keep an accurate payroll record, showing the name, address, social security number, job classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journey worker, apprentice worker, or other employee employed in connection with the Work. All payroll records shall be certified as being true and correct by Contractor or Subcontractors keeping such records; and the payroll records shall be available for inspection at all reasonable hours at the principal office of Contractor on the following basis:
.1 A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or the employee's authorized representative upon request.
.2 A certified copy of all Contractor and Subcontractor payroll records shall be made available for inspection upon request to City, the State of California Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the State of California Division of Industrial Relations. A certified copy of all payroll records shall be furnished to City or its representatives upon request.
.3 A certified copy of all payroll records shall be made available upon request by the public for inspection or copies thereof made; provided, however, that the request by the public shall be made to either City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal offices of Contractor or Subcontractors. Any copy of the records made available for inspection as copies and furnished upon request to the public or any public entity by City shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address, and social security number. The name and address of Contractor awarded the Construction Contract or performing the Construction Contract shall not be marked or obliterated.

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.4 As of April 1, 2015: contractors and subcontractors must upload electronic certified payroll records to the Labor Commissioner (State of California, Division of Labor Standards Enforcement).

13.3.2 Contractor and all Subcontractors shall file a certified copy of the payroll records with the entity that requested the records within ten (10) Days after receipt of a written request. Contractor shall inform City of the location of such payroll records for the Project, including the street address, city, and county; and Contractor shall, within ten (10) days, provide notice of change of location of such records. In the event of noncompliance with the requirements of Article 13.3 or with the California Labor Code Section 1776, Contractor and its Subcontractors shall have ten (10) Days in which to comply following receipt of a notice specifying in what respects Contractor must comply. Should noncompliance still be evident after the ten (10) Day period, Contractor shall forfeit to City, as a penalty, one hundred dollars ($100.00) for each Day, or portion thereof, for each worker, until strict compliance is accomplished. Such forfeiture amounts may be deducted from the Contract Sum. Contractor shall include stipulations in all of its subcontracts to ensure that Subcontractors comply with Section 13.3.

13.4 APPRENTICES

13.4.1 Attention is directed to the California Labor Code, Sections 1777.5, 1777.6, and 1777.7 and the California Code of Regulations, Title 8, Section 200, and the applicable sections that follow. To ensure compliance and complete understanding of the law requiring apprentices, and specifically the required ratio thereunder, Contractor or Subcontractors should, where some question exists, contact the State of California Division of Apprenticeship Standards prior to commencement of the Work. Responsibility for compliance with these requirements lies with Contractor.

13.5 WORK DAY

13.5.1 Contractor shall not permit any worker to labor more than eight (8) hours during any one (1) Day or more than forty (40) hours during any one (1) calendar week, except as permitted by law and in such cases only upon such conditions as are provided by law.

Contractor shall forfeit to City, as a penalty, twenty-five dollars ($25.00) for each worker employed in the execution of this Construction Contract by Contractor, or any Subcontractor, for each Day during which such worker is required or permitted to Work more than eight (8) hours in any one (1) Day and forty (40) hours in any one (1) calendar week in violation of the terms of this provision or in violation of the provisions of any law of the State of California. Such forfeiture amounts may be deducted from the Contract Sum. Contractor and each Subcontractor shall keep, or cause to be kept, an accurate record showing the actual hours worked each Day and each calendar week by each worker employed on the Project, which record shall be kept open at all reasonable hours to the inspection of City, its officers and agents, and to the inspection of the appropriate enforcement agency or representative and the State of California.

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END OF GENERAL CONDITIONS
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[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
7TH STREET FENCING

UPGRADE AND ACTIVATION
100% CONSTRUCTION DOCUMENTS
1620 6TH Street, Santa Monica, CA 90401
SP2577

PROJECT
SITE
OWNER

LANDSCAPE ARCHITECT
Name: SWA Group
Contact: Jeremy Klemic, PLA, ASLA
Associate Principal
Address: 811 W 7th Street, 8th Floor
Los Angeles, CA 90017-3419
Phone: (213) 236-9090
Email: [email protected]

CONSULTING ENGINEER
Name: KPFF
Contact: Amy Truong
Project Manager
Address: 700 S. Flower Street, Suite 2100
Los Angeles, CA 90017
Phone: (213) 418-0201
Email: [email protected]
PROJECT DESCRIPTION:

VICINITY MAP

PROJECT PHOTO / RENDERING

PROJECT TEAM

PROJECT INFORMATION
Name: City of Santa Monica
Contact: Linda Cogswell
Architectural Associate
Address: 1685 Main Street, Mail Stop 15
Santa Monica, CA 90401
Phone:

Email: [email protected]

THE CITY OF SANTA MONICA'S 7TH STREET FENCING UPGRADE AND ACTIVATION PROJECT (SP2577) ACTIVATES 7TH STREET BUS STOP AND INCREASES PUBLIC SAFETY AND VISIBILITY INTO BIG BLUE BUS MAINTENANCE YARD AND FUELING STATION. THE

PROJECT IMPROVEMENTS INCLUDE, REPLACEMENT OF EXISTING 7TH STREET FENCE AND GATES AT ENTRY INTO PARKING LOT. FOUR FENCED AND GATED DOG EXERCISE

AREAS DESIGNATED FOR LARGE, SMALL AND IN-TRAINING/INJURED DOGS. EXERCISE

AREAS INCLUDE DRAINAGE SYSTEM, DOG DRINKING FOUNTAINS, SEAT WALLS, DOG EXERCISE EQUIPMENT, WASTE FACILITIES, ADDITIONAL LIGHTING AND SIGNAGE. ONE

PICNIC AREA WITH ON-SITE MOVABLE FURNITURE, SHADE TREES AND UMBRELLAS WILL BE INSTALLED AT THE CORNER OF 7TH AND COLORADO AVE.
7TH ST COLORAD
REET
O AVE
0-TITLE
COVER

AS INDICATED
L0.01 MATERIAL SCHEDULES
L1.01 LAYOUT PLAN - 7TH STREET

LANDSCAPE
P001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND

SHEET INDEX

STRUCTURAL

PLUMBING
C1.00 SURVEY (FOR REFERENCE ONLY)
S0.00 ABBREVIATIONS, SYMBOLS, AND SHEET INDEX
S0.01 GENERAL STRUCTURAL NOTES
S1.00 STRUCTURAL TYPICAL DETAILS
S1.01
C1.10 EROSION CONTROL & DEMOLITION PLAN
C1.20 GRADING, DRAINAGE, & PAVING PLAN
E001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND

SHEET INDEX
E002 SCHEDULES
E101 SITE PLANS
E201 LIGHTING PLANS 7TH ST
PHOTOMETRICS 7TH ST

MEP ENGINEER
Name: P2S INC
Contact: Greg Alexander, PE
Senior Project
Manager
Address: 5000 E Spring St 8th Floor
Long Beach, CA 90815
Phone: (562) 497-2999
Email: [email protected]

L1.02
L1.03 LAYOUT PLAN - FUELING STATION
L2.01 MATERIALS PLAN - 7TH STREET
L2.02
L2.03 MATERIALS PLAN - FUELING STATION
L2.04 MATERIALS ENLARGEMENT PLAN
L3.01 FENCING PLAN - 7TH STREET
L3.02
L3.03 FENCING PLAN - FUELING STATION
L4.01 AMENITIES PLAN - 7TH STREET
L4.02
L5.01 SIGNAGE PLAN - 7TH STREET
L6.01 IRRIGATION PLAN - 7TH STREET
L6.02
L6.03 IRRIGATION PLAN - FUELING STATION
L6.04 IRRIGATION DETAILS
L6.05
L7.01 PLANTING PLAN - 7TH STREET
L7.02
L7.03 PLANTING PLAN - FUELING STATION
L8.01 SITE SECTIONS
L9.01 PAVING DETAILS
L9.02 WALL DETAILS
L9.03 FENCE AND GATE DETAILS
L9.04
L9.05
L9.06 BID ALT - PLANT PROTECTION FENCE DETAILS
L9.08 AMENITY DETAILS
L9.07 PEDESTRIAN GATE & DOOR DETAILS
L9.09 SIGNAGE DETAILS
L9.11 PLANTING DETAILS
C1.01
C1.02
C1.11
C1.21
C5.00 CIVIL DETAILS

ELECTRICAL
E601 DETAILS
E701 TITLE 24 FORMS (NOT SUBMITTED)
L6.06
L6.00 IRRIGATION LEGEND
L0.02
L0.03 PLANT PROTECTION PLAN - 7TH STREET
5TH
ST
REET
OLYMPI
C
BL
VD
TH ST
REET
C5.02
C5.01
S2.00 PROTECTION FENCE FOUNDATION (FOR

REFERENCE ONLY)
E003
E211 POWER PLANS FUELING STATION
E301 BUILDING FLOOR PLANS
E501 RISER DIAGRAM
P002 SCHEDULES
P101 SITE PLAN
P201 ENLARGED PLANS
P601 DETAILS

STRUCTURAL
Name: KPFF
Contact: Rodrigo Toro, PE< SE, DBIA,
ENV SP
Associate
Address: 700 S. Flower Street, Suite 2100
Los Angeles, CA 90017
Phone: (213) 310-8520
Email: [email protected]
E602
L9.10

OLYMPIC BOULEVARD SIGNING AND STRIPING PLAN
1 OF 3 OLYMPIC BOULEVARD BETWEEN 5TH STREET
AND 7TH STREET
2 OF 3 DETAIL SHEET
3 OF 3
L8.02

SHEET INDEX
SHEET # SHEET TITLE
L0.01 MATERIAL SCHEDULES
L1.01 LAYOUT PLAN - 7TH STREET
CIVIL

LANDSCAPE
0-TITLE COVER
P001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND

SHEET INDEX

STRUCTURAL

PLUMBING
C0.01 TITLE SHEET
C1.00 SURVEY (FOR REFERENCE ONLY)
S0.00 ABBREVIATIONS, SYMBOLS, AND SHEET INDEX
S0.01 GENERAL STRUCTURAL NOTES
S1.00 STRUCTURAL TYPICAL DETAILS
S1.01
C1.10 EROSION CONTROL & DEMOLITION PLAN
C1.20 GRADING, DRAINAGE, & PAVING PLAN
E001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND

SHEET INDEX
E002 SCHEDULES
E101 SITE PLANS
E201 LIGHTING PLANS 7TH ST
E201P PHOTOMETRICS 7TH ST
G0.01 GENERAL CONSTRUCTION NOTES
G0.02
L1.02 LAYOUT PLAN - 7TH STREET
L1.03 LAYOUT PLAN - FUELING STATION
L2.01 MATERIALS PLAN - 7TH STREET
L2.02
L2.03 MATERIALS PLAN - FUELING STATION
L2.04 MATERIALS ENLARGEMENT PLAN
L3.01 FENCING PLAN - 7TH STREET
L3.02
L3.03 FENCING PLAN - FUELING STATION
L4.01 AMENITIES PLAN - 7TH STREET
L4.02
L5.01 SIGNAGE PLAN - 7TH STREET
L6.01 IRRIGATION PLAN - 7TH STREET
L6.02
L6.03 IRRIGATION PLAN - FUELING STATION
L6.04 IRRIGATION DETAILS
L6.05 IRRIGATION DETAIL
L7.01 PLANTING PLAN - 7TH STREET
L7.02
L7.03 PLANTING PLAN - FUELING STATION
L8.01 SITE SECTIONS
L9.01 PAVING DETAILS
L9.02 WALL DETAILS
L9.03 FENCE AND GATE DETAILS
L9.04
L9.05
L9.06 BID ALT - PLANT PROTECTION FENCE DETAILS
L9.08 AMENITY DETAILS
L9.07 PEDESTRIAN GATE & DOOR DETAILS
L9.09 SIGNAGE DETAILS
L9.09A BID ALT - SIGNAGE DETAILS
L9.11 PLANTING DETAILS
C1.01 SURVEY (FOR REFERENCE ONLY)
C1.02
C1.11
C1.21 GRADING, DRAINAGE, & PAVING PLAN
C5.00 CIVIL DETAILS

ELECTRICAL
E601 DETAILS
E701 TITLE 24 FORMS (NOT SUBMITTED)
L6.06 IRRIGATION DETAIL
L6.00 IRRIGATION LEGEND
L0.02 MATERIAL SCHEDULES
L0.03 PLANT PROTECTION PLAN - 7TH STREET
C5.02 CIVIL DETAILS
C5.01 CIVIL DETAILS
S2.00 PROTECTION FENCE FOUNDATION (FOR

REFERENCE ONLY)
E003 PANEL SCHEDULES
E211 POWER PLANS FUELING STATION
E301 BUILDING FLOOR PLANS
E501 RISER DIAGRAM
P002 SCHEDULES
P101 SITE PLAN
P201 ENLARGED PLANS
P601 DETAILS
E602 DETAILS
L9.10 SIGNAGE DETAILS

OLYMPIC BOULEVARD SIGNING AND STRIPING PLAN
1 OF 3 OLYMPIC BOULEVARD BETWEEN 5TH STREET
AND 7TH STREET
2 OF 3 DETAIL SHEET
3 OF 3 DETAIL SHEET
L8.02 SITE SECTIONS
C0.02 GENERAL NOTES
01 82
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 809 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C0.01GN.dwg, Jun 08, 2022 - 2:40pm

10 C0.01

TITLE SHEET
6/9/2022
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 810 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C0.02GN.dwg, Jun 08, 2022 - 2:40pm

C0.02

GENERAL NOTES
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 811 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.00VM.dwg, Jun 08, 2022 - 2:40pm

C1.00

SURVEY (FOR

REFERENCE ONLY)

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 812 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.01VM.dwg, Jun 08, 2022 - 2:40pm

C1.01

SURVEY (FOR

REFERENCE ONLY)

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 813 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.02VM.dwg, Jun 08, 2022 - 2:40pm

C1.02

SURVEY (FOR

REFERENCE ONLY)

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 814 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

COLORADO AVENUE
7TH STREET
7TH STREET
7TH STREET
7TH STREET
700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.1 0EX-XD.dwg, Jun 08, 2022 - 2:40pm

C1.10

EROSION CONTROL
& DEMOLITION PLAN

(7TH STREET)
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 815 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) OLYMPI
OLYMPI
C BLVD
5TH STREET
700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.1 1EX-XD.dwg, Jun 08, 2022 - 2:40pm

C1.11

EROSION CONTROL
& DEMOLITION PLAN

(FUELING STATION)
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 816 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 7TH STREET
7TH STREET
7TH STREET
700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.20GP-UT.dwg, Jun 08, 2022 - 2:40pm

C1.20

GRADING,

DRAINAGE, &
PAVING PLAN (7TH

STREET)
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 817 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) OLYMP
IC
BOULE
VAR
OLYMPI
C BLVD
5TH STREET
700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C1.21GP-UT.dwg, Jun 08, 2022 - 2:40pm

C1.21

GRADING,

DRAINAGE, &

PAVING PLAN

(FUELING STATION)
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 818 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C5.00DT.dwg, Jun 08, 2022 - 2:40pm

C5.00

CIVIL DETAILS

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 819 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C5.01DT.dwg, Jun 08, 2022 - 2:40pm

C5.01

CIVIL DETAILS

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 820 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 700 South Flower Street

Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 05/27/2022

NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. :

SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/27/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
P:\2020\2000758 7th St Fencing Upgrade and Activation\5 CAD\Sheets\2000758-C5.02DT.dwg, Jun 08, 2022 - 2:40pm

C5.02

CIVIL DETAILS

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 821 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

OFE RP DE RET SI GER

RE E NI GNE
L A ON
S S I

CA L I F OR N I A

S T A T E O F
SIGNED: 05/23/2022
No. E22361

L A R S H E N D E R S O
N

E L E C T R I CA L
EXP. 09/30/2022
E001

GENERAL NOTES,

LEGEND,

ABBREVIATIONS

AND SHEET INDEX

1 SHEET INDEX

GENERAL NOTES

SHEET DESCRIPTION
E001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND SHEET INDEX

E002 SCHEDULES
E003 PANEL SCHEDULES

E1 01 SITE PLANS
E201 LIGHTING PLANS 7TH ST

E201 P PHOTOMETRICS 7TH ST
E21 1 POWER PLANS FUELING STATION

E301 BUILDING FLOOR PLANS

E501 RISER DIAGRAM
E601 DETAILS
E602 DETAILS
E701 TITLE 24 FORMS

LEGEND ABBREVIATIONS
1 . ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE AND ALL

OTHER APPLICABLE FEDERAL AND STATE. WHERE THE CONSTRUCTION DOCUMENTS INDICATE MORE

RESTRICTIVE REQUIREMENTS, THE CONSTRUCTION DOCUMENTS SHALL GOVERN BUT THE

CONSTRUCTION DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR

REGULATION.

2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL (UL)

AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.

3. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER.

4. MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ANCHORAGE NOTES:

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED

PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED,

THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCES AND

DISPLACEMENT REQUIREMENTS.

A. ALL PERMANENT EQUIPMENT AND COMPONENTS.

B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO

THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

C. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND

HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY

ATTACHMENTS.

THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENT SHALL BE

POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE

COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND

ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4

FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THE

COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS,

LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG

FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE

INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD

AND THE STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS

AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

5. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES:

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH

THE FORCES AND DISPLACEMENTS PRESCRIBED IN LATEST SECTIONS OF CBC AND ASCE.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED

DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPM #) AS MODIFIED

TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 31 8, APPENDIX D.

COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING

AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO

SUPPORT THE HANGER AND BRACE LOADS.

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
1 /C SINGLE CONDUCTOR KW KILOWATT
& AND LF LINEAR FEET

@ AT LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT

A OR AMP AMPERES LGST LARGEST

ABV ABOVE LIS LOAD INTERRUPTER SWITCH

A.C. ASPHALT CONCRETE LOC. LOCATION

AF AMPERE FUSE RATING LOTO LOCK-OUT & TAG-OUT

AFC AVAILABLE FAULT CURRENT LSI LONG TERM, SHORT TERM, INSTANTANEOUS

AFF ABOVE FINISHED FLOOR LSIG LONG TERM, SHORT TERM, INSTANTANEOUS

AFG ABOVE FINISHED GRADE GROUNDING

AIC AMPERE INTERRUPTING CAPACITY LTG LIGHTING

AL ALUMINUM LV LOW VOLTAGE

APPROX. APPROXIMATE M METER
ARCH. ARCHITECT; ARCHITECTURAL MAX MAXIMUM

AS AMPERE SWITCH RATING MCA MAXIMUM CIRCUIT AMPACITY

ASCC AVAILABLE SHORT CIRCUIT CURRENT MCC MOTOR CONTROL CENTER

ATC AIR TERMINAL CHAMBER MCP MOTOR CIRCUIT PROTECTOR

ATO AUTOMATIC THROW-OVER (SWITCH) MFGR, MFR MANUFACTURER

ATS AUTOMATIC TRANSFER SWITCH MH MANHOLE
AUTO AUTOMATIC MI. MECHANICAL INTERLOCK

AUX AUXILIARY MRCT MULTI-RATIO CURRENT TRANSFORMER

AWG AMERICAN WIRE GAUGE MIN MINIMUM

BAT BATTERY MOCP MAXIMUM OVERCURRENT PROTECTION

BEL BELOW MTD MOUNTED

BKBD BACKBOARD MTG MOUNTING

BKR BREAKER MTR MOTOR

BLDG BUILDING MTTB MAIN TELEPHONE TERMINAL BOARD

B.S. BARE STRANDED MV MEDIUM VOLTAGE

C CONDUIT N NORTH

CB CIRCUIT BREAKER NAC NOTIFICATION APPLIANCE CIRCUIT

CC CONSTANT CURRENT NC NORMALLY CLOSED

CEC CALIFORNIA ELECTRICAL CODE NEC NATIONAL ELECTRICAL CODE

CF CUBIC FEET NF NON-FUSED

CKT CIRCUIT NIC NOT IN CONTRACT
CL CENTER LINE NL NIGHT LIGHT- 24HRS ON
CLG CEILING NO. NUMBER

CMU CONCRETE MASONRY UNIT OC ON CENTER
C.O. CONDUIT ONLY WITH PULL WIRE OCPD OVERCURRENT PROTECTIVE DEVICE

COL COLUMN OD OUTSIDE DIAMETER

CP COMMUNICATION PROCESSOR OE OVERHEAD ELECTRICAL

CPT CONTROL POWER TRANSFORMER OFC OIL FUSED CUTOUT

CR CONTROL RELAY OH OVERHEAD

CSFD COMBINATION SMOKE FIRE DAMPER OL OIL LEVER SWITCH

CT CURRENT TRANSFORMER P POLE

CW COLD WATER PAC PROGRAMMABLE AUTOMATION CONTROLLER

CU COPPER PB PULL BOX

DIAG DIAGRAM PC PHOTOCELL
DIST. DISTANCE PCB POLYCHLORINATED BIPHENYL

DL DAMP LOCATION LISTING PDS PRESSURE DIFFERENTIAL SWITCH

DM DIGITAL METER PF POWER FACTOR

DMM DIGITAL METER MODULE PH OR Ø PHASE

DP DISTRIBUTION PANEL PILC PAPER INSULATED, LEAD COVER

DIST. DISTANCE PIV POST INDICATING VALVE

DWG DRAWING PL PLATE

DWP DEPARTMENT OF WATER & POWER PLC PROGRAMMABLE LOGIC CONTROLLER

EA EACH PNL PANEL

ECM ELECTRONIC CIRCUIT MONITOR POC POINT OF CONNECTION
ELEC. ELECTRICAL PREF. PREFERRED
EM EMERGENCY PRI. PRIMARY

EMH ELECTRICAL MANHOLE PVC POLY-VINYL CHLORIDE

EMT ELECTRICAL METALLIC TUBING PWR POWER

EPO EMERGENCY POWER OFF REC/RECEPT RECEPTACLE

EPR ETHYLENE PROPYLENE RUBBER REQ'D REQUIRED

EQUIP EQUIPMENT RGS RIGID GALVANIZED STEEL

ER EXISTING TO BE REMOVED RMC RIGID METAL CONDUIT

ERR EXISTING TO BE RELOCATED AND - RPBP REDUCED PRESSURE BACK FLOW PREVENTER

RECONNECTED RM ROOM

EXIST/(E) EXISTING RTAC REAL TIME AUTOMATION CONTROLLER

EXP EXPLOSION PROOF SCCR SHORT CIRCUIT CURRENT RATING

FA FIRE ALARM SCE SOUTHERN CALIFORNIA EDISON

FFE FINISHED FLOOR ELEVATION SF SQUARE FEET

FIN. FINISH SHT SHEET
FIP. FIELD INTERFACE PANEL SIG. SIGNAL

FIXT FIXTURE SP SPARE

FLA FULL LOAD AMPS SPECS SPECIFICATIONS

FLR FLOOR ST STREET

FLUOR FLUORESCENT STD STANDARD

FT FEET STP SHIELDED TWISTED PAIR

FACP FIRE ALARM CONTROL PANEL SW SWITCH

FATC FIRE ALARM TERMINAL CABINET SWBD SWITCHBOARD

FMC FLEXIBLE METAL CONDUIT SWGR SWITCHGEAR

FO FIBER OBTIC SWST SWITCHING STATION

FTG FOOTING TB TERMINAL BLOCK

GEN GENERATOR TEL./TELE TELEPHONE

GFI GROUND FAULT INTERRUPTER TMH TELEPHONE MANHOLE

GFR GROUND FAULT RELAY T.O.D. TOP OF DUCTBANK

GG GREEN GROUND T.O.M. TOP OF MANHOLE

GND GROUND TPS TWISTED SHIELDED PAIR

HOA HAND-OFF-AUTOMATIC TRANSF,XFMR TRANSFORMER

HP HORSEPOWER TS TAMPER SWITCH

HT HEIGHT TYP TYPICAL

HTR HEATER UG UNDERGROUND

HZ HERTZ UON UNLESS OTHERWISE NOTED

ICON INTEGRATED COMMUNICATIONS OPTICAL - V VOLTS

NETWORK VA VOLT-AMPERES

IE INVERT ELEVATION VB VIBRATION SWITCH

IED INTELLIGENT ELECTRONIC DEVICES VFD VARIABLE FREQUENCY DRIVE

IMC INTERMEDIATE METAL CONDUIT W WATTS

ISC SHORT CIRCUIT CURRENT W/ WITH

INCAND INCANDESCENT W/O WITHOUT

J, JB, J-BOX JUNCTION BOX WCR WITHSTAND CLOSE-ON RATING

KCMIL THOUSAND CIRCULAR MILS WP WEATHERPROOF

KV KILOVOLT Z IMPEDANCE

KVA KILOVOLT-AMPERES

IN THE EVENT ABBREVIATIONS NOT MENTIONED HEREIN ARE USED, REFERENCE WILL BE MADE TO ANSI Y1 .1 , MILITARY

STANDARD ABBREVIATIONS, AND OTHER STANDARD INDUSTRY CONVENTIONS.

SYMBOL DESCRIPTION

NOTE CALLOUT

DETAIL CALLOUT

- NUMBER ON TOP DENOTES DETAIL NUMBER

- NUMBER ON BOTTOM DENOTES SHEET DETAIL IS SHOWN

MECHANICAL EQUIPMENT CALLOUT, SEE MECHANICAL PLANS FOR

EXACT LOCATION AND REQUIREMENTS

SECTION CALLOUT

FEEDER CALLOUT

EXISTING FEEDER CALLOUT

NEW LINEWORK

EXISTING LINEWORK

DEMOLISHED LINEWORK

CONDUIT CONCEALED IN WALL OR ABOVE CEILING

CONDUIT EXPOSED

CONDUIT CONCEALED UNDERGROUND OR BELOW FLOOR

CONDUIT EMERGENCY

MULTI-CHANNEL RACEWAY

CONDUIT TURNED UP

CONDUIT CAPPED

BRANCH CIRCUIT HOMERUN TO PANELBOARD AND CIRCUITS AS

INDICATED
CIRCUIT (3/4" CONDUIT MINIMUM): TICK MARKS INDICATE QUANTITY OF

WIRES, NOT ALL TICK MARKS MAY BE SHOWN

(2#1 0 & 1 #1 0 GND MINIMUM - WITH OR WITHOUT TICKMARKS, UON)

- SMALL MARK DENOTES HOT WIRE

- LARGE MARK DENOTES NEUTRAL WIRE

- DIAGONAL DENOTES GROUND WIRE

SWITCH

CIRCUIT BREAKER

2-WAY SWITCH, TRANSFER SWITCH

TRANSFORMER

GROUND CONNECTION
METER

ELECTRONIC CIRCUIT MONITOR
PANEL

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

COMBINATION STARTER/DISCONNECT SWITCH

SWITCH MOTOR RATED

SPLICE

SYMBOL DESCRIPTION

DOWNLIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT FIXTURE

CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

EMERGENCY DOWNLIGHT FIXTURE FED FROM GENERATOR/ INVERTER/

BATTERY BACKUP

PENDANT LUMINAIRE - UPPER CASE LETTER INDICATES LIGHT FIXTURE

CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

WALLWASH LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT

FIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL

ZONE.

WALL MOUNTED LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT

FIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL

ZONE.

EMERGENCY WALL MOUNTED LIGHT FIXTURE FED FROM GENERATOR/

INVERTER/ BATTERY BACKUP

BOLLARD LUMINAIRE

POST TOP LUMINAIRE

POLE MOUNTED LUMINAIRE, SINGLE HEAD

POLE MOUNTED LUMINAIRE, DOUBLE HEAD

POLE MOUNTED LUMINAIRE, TRIPLE HEAD

POLE MOUNTED LUMINAIRE, QUAD HEAD

IN GRADE LUMINAIRE

PATHWAY LUMINAIRE

LANDSCAPE FIXTURE

EXIT LIGHT FIXTURE WITH DIRECTIONAL ARROWS AS INDICATED.

SHADED SIDE DENOTES NUMBER OF FACES

JUNCTION BOX

PHOTOCELL FOR EXTERIOR APPLICATIONS

MODULAR FURNITURE - BASE POWER WHIP FEED CONNECTION

MODULAR FURNITURE - FLOOR BOX FEED CONNECTION

MODULAR FURNITURE - POWER POLE FEED CONNECTION

LIGHTING CONTROL PANEL - SURFACE MOUNTED

PANELBOARD - RECESSED MOUNTED

PANELBOARD - SURFACE MOUNTED

DISTRIBUTION PANEL/ BOARD

SINGLE POLE SWITCH, DEVICE SHALL BE MOUNTED +48" MAX AND +36"

MIN FROM THE CENTER OF DEVICE:

SWITCH 3-WAY (48" AFF MAXIMUM)

TIMER SWITCH (48" AFF MAXIMUM)

DUAL SWITCH (48" AFF MAXIMUM)

PUSHBUTTON SWITCH
-
-
-
-
-
-
-
-
-
W W
A-1
M
ECM
M
X
y
X
y
X
y
X
y
X
y
J
PC
J
J
J
3 T
ab

RECESSED ON WALL

SURFACE

FLOOR OR CEILING

20A, 1 25V DUPLEX RECEPTACLE

MOUNTED +1 5" AFF, UNLESS OTHERWISE NOTED

20A, 1 25V QUAD RECEPTACLE

MOUNTED +1 5" AFF, UNLESS OTHERWISE NOTED

20A, 1 25V DUPLEX RECEPTACLE

RECEPTACLE ON DEDICATED CIRCUIT

20A, 1 25V CONTROLLED DUPLEX RECEPTACLE

SPECIAL RECEPTACLE

REFER TO DRAWINGS FOR NEMA CONFIGURATION

J J JUNCTION BOX
G=GFI, WP=WEATHERPROOF

G=GFI, WP=WEATHERPROOF

C=CEILING
Lars Henderson
12 Wes McKean
22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 822 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

OF E RP DERET SI GER

RE E NI GNE
L A ON
SS I

C A L I FO RN I A

S T A T E O F
SIGNED: 05/23/2022
No. E22361

L A R S

H E N D E R S O
N

E L E C T R I CA L
EXP. 09/30/2022
E002

SCHEDULES
2 Lars Henderson

LIGHT FIXTURES

TYPE FIXTURE DESCRIPTION MANUFACTURER & MODEL

TOTAL
V-A
LAMP
TYPE
LUMENS
COLOR
TEMP

CRI VOLTAGE MTG CEILING TYPE REMARKS
A
DOWNLIGHT RETROFIT - 1 0IN
DIAM, WEATHERPROOF.

CREE -
CDR6-ALS-9ACK-1 0V5-WH-UNV
38 LED - - 90 UNV R HARDLID

RETROFIT EXISTING OPENING, FIELD VERIFY

SIZE.

B POST-TOP LIGHTPOLE

VISIONAIRE -
PRE-2-L-T5W-48LC-3-4K-UNV-PT
-CC-PC-277-WSC-20; PROVIDE

VISIONAIRE POLE FOR A

COMBINED TOTAL HEIGHT OF

APPROXIMATELY 1 5FT

55 LED 6852 4K >70 UNV PO - INCLUDE 'WSC-20' MOTION SENSOR C
(ADD

ALTERNATE)

IN-GRADE UPLIGHT

TARGETTI KEPLERO -
KPLM-41 -GMB-SP-L1 -40;

1DU2521; 1 DU2525BA; 1E2495;
1E2524; 1 DU2530

1 1 LED 628 4K 84 UNV RG -
BEVEL TRIM, INSTALL TO PAVERS. SEPARATE

PRICING FOR ADD-ALTERNATE SCOPE

NOTES: MOUNTING ABBREVIATIONS:

PO = POLE

R = RECESSED

G = GRADE

RG = RECESSED GRADE

PROJECT NOTES

1. ALL EXTERIOR HARDWARE SHALL BE WEATHER AND

CORROSIVE RESISTANT.
- STRUTS AND SUPPORTS SHALL BE HOT-DIPPED

GALVANIZED, AND HARDWARE SHALL BE STAINLESS

STEEL (UON).
- FOR ANY CUTS, FABRICATIONS, AND BORINGS MADE TO

HARDWARE, PROVIDE RUST INHIBITOR: REFINISHING AND

COATING.

2. INCLUDE PATCHING AND RE-FINISHING OF HARDSCAPE

AND LANDSCAPE SURFACES WHERE AFFECTED.

3. INVESTIGATE FOR ANY EXISTING UTILITY, IRRIGATION, OR

ITEMS CROSSING SCOPE OF WORK. TRACE AND PROTECT

IN PLACE. OBTAIN COPIES OF RECORD CIVIL DOCUMENTS

FOR REFERENCE FROM CLIENT

4. ROUTE CIRCUITS ALONGSIDE PARALLEL RACEWAYS AND

FLUSH TO WALLS, CEILINGS, AND FENCES.

5. EXTERIOR PANEL ENCLOSURES AND SWITCHES SHALL BE

NEMA-3R STAINLESS STEEL, AND LOCKABLE.

6. FIELD COORDINATE WITH CLIENT FACILITIES DEPARTMENT

FOR ALL RELOCATIONS, NEW ROUGH-INS, AND CIRCUIT

ROUTING PRIOR TO START.

7. WHERE POSSIBLE, ROUTE CIRCUITS THROUGH

LANDSCAPES AND AS CLOSE TO CURB AS POSSIBLE.

AVOID LOCATING AND ROUTING CIRCUIT RUNS AND

HAND-HOLES THROUGH DRAINAGE AREAS AND BASINS.

8. EXPOSED AND EXTERIOR ELECTRICAL POWER RACEWAYS

SHALL BE RIGID GALVANIZED STEEL (RGS), UON. EMT

CONDUIT SHALL BE ALLOWED AT INTERIOR ROUTES

WHERE NOT SUBJECT TO PHYSICAL DAMAGE. STRAPS

SHALL BE ZINC COATED STEEL, 2-HOLE UON

9. ALL ELECTRICAL UNDERGROUND CIRCUITS SHALL BE PVC

SCHEDULE 40 MINIMUM, CONCRETE ENCASED WHERE

USED UNDER DRIVEWAYS. PROVIDED TRENCH WITH

TRACEABLE UNDERGROUND UTILITY MARKING TAPE.

1 0. UON, ALL CONDUCTORS SHALL BE XHHW-2

1 1. PROVIDE FIRESTOPPING FOR FIRE-RATED PENETRATIONS

1 2. INCLUDE PATCHING AND RE-FINISHING OF EXISTING

CEILING AND WALL SURFACES WHERE AFFECTED.

1 3. FIELD VERIFY CIRCUITS. DESIGNATIONS ARE FOR LOAD

COORDINATION PURPOSES.
1 4. WIRING IS DIAGRAMMATIC. UON, CIRCUITS SHALL BE

CONCEALED ABOVE FINISH CEILINGS AND WITHIN WALLS.

EXPOSED ROUTES SHALL BE PRE-APPROVED BY CLIENT.

1 5. PROVIDE CLIENT APPROVED SECURITY HARDWARE FOR

EXTERIOR ENCLOSURES AND DEVICE MOUNTINGS.

1 6. PROTECT AND MAINTAIN EXISTING INFRASTRUCTURE

INCLUDING IRRIGATION, DRAINAGE, POWER, DATA, ETC

1 7. UPDATE PANEL DIRECTORIES UPON COMPLETION OF

WORK.
1 8. UON, ANY NEW CONDUIT INSTALLATIONS SHALL BE 3/4"

TRADE SIZE MINIMUM, 1" MIN FOR UNDERGROUND AND

EXTERIORS.
1 9. PROVIDE FINISHES TO BOXES AND RACEWAYS TO MATCH

EXISTING WALLS AND CEILINGS.

20. PROVIDE LIQUID TIGHT FITTINGS FOR EXTERIOR

RACEWAYS.

21. PROVIDE INTERNAL SEAL TO CONDUITS WHERE CORED

FROM INTERIORS TO EXTERIORS.

22. PROVIDE BUSHINGS TO FINISHED CONDUIT ENDS.

23. PROVIDE TAG LABELS TO ALL ENDS OF CABLES WITH

DESCRIPTION AND SOURCE/END LOCATION.

24. PROVIDE TRAINING WITH CLIENT ON UPDATED LIGHTING

CONTROLS.

25. PROVIDE SUBMERSIBLE INSULATION FOR ALL SPLICES TO

BE LOCATED AT AND BELOW GRADE.

26. LOCATE HANDHOLES AND SAWCUTTING PARALLEL AND

PERPENDICULAR TO HARDSCAPE EDGES.

27. FIELD COORDINATE WITH FACILITIES ON ALL EQUIPMENT

LOCATIONS PRIOR TO WORK.

28. FOR MOTORIZED GATES, INCLUDE ON-SITE

COORDINATION AND COMMISSIONING OF MOTORIZED
OPENERS WITH VENDOR. PROVIDE TRAINING,

PROGRAMMING, AND ADDITIONAL ACCESSORIES TO

CLIENT. COORDINATE WITH FACILITIES FOR NECESSARY

LOCK AND KEY PROVISIONS PRIOR TO BID.

29. TRENCHED CONDUIT DEPTHS SHALL BE AS FOLLOWS:

- UNDER DRIVEWAYS AND STREETS MINIMUM: 24".

- UNDER LAWNS/BEDDING MINIMUM: 1 8" FOR PVC

RACEWAY; 6" FOR RGS.

30. ALL CONDUIT, HARDWARE, AND SUPPORTS AT PUBLIC

ACCESS LOCATIONS SHALL BE TAMPER RESISTANT.

COORDINATE WITH FACILITIES ON APPROVE SECURITY

TOOLING.
1R1 LIGHTING CONTROL RELAY SCHEDULE (PARTIAL)

RELAY NO

PANEL AND

CIRCUIT

LOAD DESCRIPTION TIMECLOCK SCHEDULE REMARKS
R26 1HA-6 NORTH POLE LTG 7TH ST PROGRAM WITH CLIENT -
R28 1HA-6 NORTH INGRADE LTG 7TH ST PROGRAM WITH CLIENT - -
12 2R1 LIGHTING CONTROL RELAY SCHEDULE (PARTIAL)

RELAY NO

PANEL AND

CIRCUIT

LOAD DESCRIPTION TIMECLOCK SCHEDULE REMARKS
(E) R1 7 2HA-32 EAST SOUTH CANOPY EXISTING -
(E) R1 8 2HA-34 EAST NORTH CANOPY EXISTING
(E) R1 9 2HA-36 CANOPY EXISTING -
(E) R20 2HA-38 CANOPY EXISTING -
R40 2HA-32 SOUTH POLE LTG 7TH ST PROGRAM WITH CLIENT -
-
NOTES:

PROGRAM EXTERIOR AS FOLLOWS:

1. SUNRISE=OFF, SUNSET=ON

2. SCHEDULE OF A MINIMUM OF TWO NIGHTTIME PERIODS WITH INDEPENDENT LIGHTING LEVELS (CANOPY=OFF,

ENTRANCES=ON)

3. INCLUDE AN OVERRIDE FUNCTION THAT TURNS LIGHTING 'ON' DURING 'OFF SCHEDULE' FOR NO MORE THAN TWO HOURS.

4. PROVIDE SCHEDULING TO THE FOLLOWING ZONES FOR PRE-PROGRAMMED UNOCCUPIED PERIODS. RESULTING OUTDOOR

LIGHTING POWER IS CALCULATED TO BE REDUCED BY 54%.

GENERAL:

1. PROVIDE ACCEPTANCE TESTS OF OUTDOOR LIGHTING CONTROLS SHALL VERIFY THE SCHEDULED OCCUPIED AND

UNOCCUPIED PERIODS, AS SPECIFIED BY TITLE 24.

Wes McKean
22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 823 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L E
C
T
R
I
CA L
EXP. 09/30/2022
E003

PANEL SCHEDULES

3 Lars Henderson

KEYNOTES
PROVIDE NEW BREAKER. BREAKER FAULT RATING SHALL

MEET OR EXCEED RATING OF EXISTING PANEL FAULT

RATING.

PROVIDE SHUNT-TRIP BREAKERS. SAFE-OFF TRIP

TERMINALS WHERE NOT USED.

12 1
2 2
12 Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 824 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 7TH STRE 1
E201 2
E201 3
E201
1 E201P 2
E201P 3
E201P
1 E21 1
1 301
7TH STREET

FUELING STATION

GENERATOR

BUILDING

OLYMPIC BLVD
5TH STREET
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DE RET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

F OR N I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L
E
C
T
R
I
CA L
EXP. 09/30/2022

E101

SITE PLANS

4 0 40
SCALE: 1" = 40'

Lars Henderson
12 Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 825 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 1 A@1 5' A@1 5' A@1 5' A@1 5'
B@1 6'
TYP
2HA-32
2R1 -R40
3 LOWER

CANOPY LOWER

OVERHANG
UPPER
CANOPY
1 2 2 2 2 2
LCP 2R1
2HA
2LA
A@1 5' A@1 5' A@1 5' A@1 5' A@1 5' A@1 5'
A@1 5'
B@1 6'
B@1 6'
[email protected]'
[email protected]' [email protected]' [email protected]' [email protected]'
TYP
TYP
2HA-32
2R1 -R1 7

2HA-34
2R1 -R1 8
5 4 4
2HA-32
2R1 -R40
LEVEL 2

2HA-32
2R1 -R40
2HA-32
2R1 -R40
3 3
3 1 1
LCP 1R1
1HA
A@1 5' A@1 5' A@1 5'
B@1 6'
B@1 6'
C

TYP TYP
4 4
C
C
C
4 5
GROUND
LEVEL
(2) 1HA-6
1R1 -R26 &
1R1 -R28

1HA-6
1R1 -R26

1HA-6
1R1 -R28

3 6
3 3
6 TYP 6 TYP
6 6
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

F ORN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L
E
C
T
R
I
CA L
EXP. 09/30/2022

E201

LIGHTING PLANS
7TH ST

5 0 10
SCALE: 1" = 10'

NORTH AREA ENLARGED PLAN - 7TH STREET

1" = 1 0'-0"
1 CENTER AREA ENLARGED PLAN - 7TH STREET
2 1" = 1 0'-0"
SOUTH AREA ENLARGED PLAN - 7TH STREET

3 1" = 1 0'-0"
Lars Henderson
NOTES

REMOVE EXISTING DOWNLIGHT AND PROVIDE RETROFIT

FIXTURE. EXTEND EXISTING CIRCUITS : 1"C-2#1 0,1#1 0G.

PRIOR TO ORDERING FIXTURE, FIELD VERIFY EXISTING

CUTOUTS IN SOFFIT AND MATCH FIXTURE SIZE.

AT LOWER CANOPY SOFFIT, PROVIDE FASTENING /

ADHESIVE SEAL TO DOWNLIGHT TRIM FOR TAMPER

PROOFING. COORDINATE WITH FACILITIES MANAGEMENT

FOR APPROVED METHOD.

PROVIDE 277V CIRCUITS FOR LIGHTING AS INDICATED:

- NORTH END POLE LIGHTS: SPLICE ONE CIRCUIT

INDICATED FROM EXISTING PANEL '1HA', 1 ST LEVEL.

- SOUTH POLE LIGHTS: SPLICE ONE CIRCUIT INDICATED

FROM EXISTING PANEL '2HA', 2ND LEVEL .

PROVIDE CONNECTION TO RESPECTIVE LIGHTING

CONTROL PANEL FOR EACH CIRCUIT FROM SPARE

RELAYS (2 TOTAL). PROVIDE PROGRAMMING WITH CLIENT.

PROVIDE HANDHOLES FOR CONDUIT ROUTE. PROVIDE

APPROXIMATELY EVERY 1 50FT OF LINEAR RUN WITH

RESPECT TO FIELD CONDITIONS; 200FT MAX DISTANCE

BETWEEN. INCLUDE THE FOLLOWING SIZES.

COORDINATE WITH LANDSCAPE TRADES PRIOR TO

INSTALL.

PROPOSED ROUTING FOR NEW CIRCUITS. LOCATE AT

INTERIORS AND CONCEALED FACADES/ SOFFITS;

FACILITIES MANAGEMENT SHALL PRE APPROVE ROUTE.

PENETRATE TO EXTERIOR AT GROUND LEVEL AS CLOSE

TO GRADE AS POSSIBLE, AND FLUSH TO WALL SURFACES.

INCLUDE CONDUIT BODIES TO REDUCE PROTRUSION,

AND TURN-DOWN WITH PVC COATED RGS TO BELOW

GRADE.

ADD-ALTERNATE SCOPE: PROVIDE INGRADE UPLIGHTS AT

TREES. SPLICE ONE CIRCUIT INDICATED FROM EXISTING

PANEL '1HA', 1ST LEVEL. PROVIDE CONNECTION TO

RESPECTIVE LIGHTING CONTROL PANEL FOR CIRCUIT

FROM SPARE RELAYS. PROVIDE PROGRAMMING WITH

CLIENT. SAW-CUT TRENCH TO CROSS DRIVEWAY. PATCH

AND REFILL IN-KIND. ALLOW FOR CUTTING THROUGH

FACILITIES PARKING LOT, AND PENETRATING BELOW

WALL TO 7TH STREET. COORDINATE WITH FACILITIES

MANAGEMENT.
123456

MATCHLINE SEE
DETAIL #2

FOR CONTINUATION

MATCHLINE SEE
DETAIL #3

FOR CONTINUATION

MATCHLINE SEE
DETAIL #2

FOR CONTINUATION

MATCHLINE SEE
DETAIL #2

FOR CONTINUATION
12 GENERAL NOTES

1. SCOPE OF ELECTRICAL WORK AT 7TH STREET WILL NOT

INCLUDE HAZARDOUS CLASSIFIED AREAS PER CEC.

Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 826 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

2.4 2.8 2.7 2.1 1.6 1.6 2.1 2.6 2.6 2.1 1.6 1.7 2.2 2.9 3.1 2.8 2.6 3.1 4.3 5.5 5.5 3.3 3.6 2.6 1.8 1.2

3.3 4.7 4.5 3.0 2.0 2.0 3.0 4.5 4.5 3.0 2.0 2.0 3.2 4.9 5.1 3.8 3.0 3.4 5.2 7.5 7.6 4.0 4.1 2.8 1.8 1.1

4.1 6.2 6.0 3.7 2.3 2.3 3.7 6.1 6.1 3.7 2.3 2.3 3.9 6.6 6.9 4.6 3.3 3.7 5.8 9.0 9.3 4.5 4.2 2.9 1.6 1.0

0.9 1.0 1.0 1.0 1.0 0.8 0.7 0.5 0.5 0.5 0.5 0.7 0.8 0.9 0.8 0.8 0.6 0.5 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.3 1.4 1.5 1.9 2.3 2.9 3.4 3.7 3.5 3.1 2.8 3.3 3.1 2.5 2.0 1.6

1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.9 2.3 2.8 3.3 3.5 3.3 3.1 3.0 2.9 2.8 2.4 1.9 1.5 7TH STREET

3.9 3.8 2.9 2.9 2.5 2.4 2.8 2.5 1.6 1.1 1.0 1.4 2.0 1.9 1.2 0.8 0.8 1.3 2.0 2.0 1.5 1.3 1.6 2.3 3.5 4.1 3.8 3.2 3.7 4.2 4.2 3.8 2.9 2.2 2.1

8.7 8.9 3.5 2.9 2.6 3.8 7.7 7.3 2.9 1.3 1.2 2.8 7.2 6.6 2.3 0.9 1.0 2.6 7.3 6.9 2.6 1.4 1.6 3.6 8.8 8.9 4.7 3.5 3.8 5.0 6.0 5.5 3.7 2.5 2.4

17.0 17.3 6.1 3.1 2.8 5.5 17.3 16.6 4.6 1.7 1.6 4.8 18.2 16.3 3.9 1.3 1.4 4.6 19.3 17.4 4.2 1.7 2.0 5.4 21.8 19.9 5.9 3.6 4.0 5.6 7.4 6.9 4.4 2.9 2.8

3.0 2.8 2.4 2.1 2.2 2.0 1.8 1.6 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.7 0.8 0.9 1.2 1.5 1.9 2.3 2.6 2.8 2.7 2.4 2.4 2.5 2.7 2.7 2.5 2.3 2.0 1.7 1.4 1.1 1.0 0.9

2.9 2.4 2.2 2.1 2.0 2.0 2.0 1.7 1.5 1.3 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.6 0.7 0.9 1.1 1.4 1.7 2.0 2.4 2.5 2.5 2.4 2.4 2.5 2.7 2.7 2.5 2.3 2.1 1.8 1.5 1.3 1.1 1.1

3.3 4.6

5.0 5.5

3.5 3.7 3.5 3.2 3.1 2.9 2.8 2.7 2.7 2.6 2.5 2.4 2.1 1.9 1.8 1.9 2.2 2.7

5.5 5.8 5.6 5.5 5.6 5.5 5.4 5.3 5.3 5.1 5.0 4.7 4.1 3.2 2.5 1.9 2.6 4.1

7.2 7.7 7.5 8.1 8.7 8.6 8.5 8.6 8.6 8.2 8.1 7.8 6.7 4.8 3.1 1.9 3.0 7.1

5.2 10.0 11.1 10.7 11.1 11.1 10.4 10.2
7TH STREET

1.8 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.9 0.9 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.0 1.0 1.0 1.1 1.2 1.4 1.5 1.7 1.8 2.0 2.1 2.3 2.5 2.7

1.9 1.7 1.5 1.4 1.3 1.2 1.3 1.4 1.5 1.7 1.7 1.7 1.5 1.4 1.2 1.1 1.1 1.2 1.3 1.5 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.5 1.7 2.0 2.2 2.3 2.4 2.5 2.6 2.8 3.1

0.1 2.0 2.0 1.8 1.6 1.6 1.8 2.2 2.7 3.1 3.0 2.5 2.0 1.8 1.9 2.3 2.8 3.0 2.7 2.3 2.0 2.0 2.4 3.0 3.6 3.8 3.6 3.6 3.8

0.1 1.8 1.8 1.7 1.5 1.6 1.9 2.6 3.6 4.3 4.2 3.2 2.4 2.0 2.2 2.9 3.8 4.3 3.7 2.8 2.3 2.3 2.8 3.9 4.8 4.9 4.4 3.9 4.0

0.1 1.7 1.7 1.5 1.5 1.6 2.0 2.8 4.1 5.1 4.9 3.7 2.6 2.1 2.3 3.3 4.5 5.1 4.4 3.2 2.4 2.4 3.1 4.4 5.6 5.7 4.8 4.1 4.0 City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L E
C
T
R
I
CA L
EXP. 09/30/2022

E201P

PHOTOMETRICS
7TH ST
6 0 10
SCALE: 1" = 10'

NORTH AREA ENLARGED PLAN

1" = 1 0'-0"
1 CENTER AREA ENLARGED PLAN
2 1" = 1 0'-0"

SOUTH AREA ENLARGED PLAN

3 1" = 1 0'-0"
Lars Henderson
NOTES

1. VALUES SHOWN ARE FOOTCANDLES (FC) AT GROUND

LEVEL.
12 Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 827 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 1 0KVA
XFMR
PNL G
5 TYP
(E) PNL HC

OPENER #1
(PRIMARY)

OPENER #2
(SECONDARY)
6 2 4
1 1
2 6
3 5 TYP
7 7
8 8

GENERATOR

BUILDING
9 9
1 0
1 0
1 0
1 0
1 1
1 1
1 2

GASOLINE

DISPENSER
CNG

DISPENSER
1 3
1 4
1 4
DISCONNECT #1
DISCONNECT #2
1 6
1 6
1 6
1 5
17 17
17 17
17 WALL MOUNT

SUSPENDED/

CONCEAL IN
SOFFIT
TURF

ALL HAZAR RATEDDOUS

TRENCH/
BOTTOM

WALLMOUNT
3 E602
1 7
1 3

PULLBOX

STUB-UP

HAZARDOUS BOUNDARY LINE

DRIVE-WAY ENTRANCE

DRIVE-WAY EXIT

OLYMPIC BLVD

5TH STREET
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

FO R N I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L E
C
T
R
I
CA L
EXP. 09/30/2022

E211

POWER PLAN -

FUELING STATION

7 0 10
SCALE: 1" = 10'

Lars Henderson
NOTES
PROVIDE 1 20/240V, 1 -PHASE PANEL AND STEP-DOWN

TRANSFORMER (NEMA 3R, STAINLESS STEEL, LOCKABLE

COVERS). INCLUDE STRUT SUPPORT TO OFFSET FROM

WALL.

PROVIDE 480V, 1 -PHASE FEEDER TO PANEL VIA

STEP-DOWN TRANSFORMER FROM PANEL 'HC' (SEE E501

SINGLE LINE FOR DETAILS).

PROPOSED ROUTING FOR NEW FEEDER; SPAN ALONG

CEILING OF BUS WASH FACILITY. FIELD COORDINATE

WITH FACILITIES MANAGER FOR APPROVED ROUTING,

MEANS AND METHOD, AND HARDWARE PRIOR TO BID.

ACCOUNT 40FT VERTICAL, AND AN ADDITIONAL 200FT

HORIZONTAL. WHERE EXPOSED TO CORROSIVE

CHEMICAL ENVIRONMENTS, PROVIDE PVC COATED RGS

RACEWAYS WITH STAINLESS STEEL HANGERS, SUPPORTS,

AND HARDWARE.

ALTERNATE ROUTE FOR FEEDER: SAW CUT TRENCH

EXISTING CONCRETE DRIVEWAY. CUTS SHALL BE

PARALLEL TO EXISTING SEAMS; CONCRETE REPLACED

IN-KIND. REQUIRES APPROVAL BY FACILITIES MANAGER.

PROVIDE HANDHOLES FOR CONDUIT ROUTE. PROVIDE

APPROXIMATELY EVERY 1 50FT OF LINEAR RUN WITH

RESPECT TO FIELD CONDITIONS; 200FT MAX DISTANCE

BETWEEN. COMPLY TO CEC DIMENSION REQUIREMENTS;

STREET RATED AT ALL DRIVE AREAS. INSTALLATIONS

SHALL BE LEVEL AND FLUSH TO GRADE.

PROVIDE ELECTRICAL CONNECTIONS FOR LINEAR

MOTORIZED GATE OPENER SYSTEM (ROTARY GATE

SYSTEMS SL-I SERIES OR APPROVED EQUAL). PROVIDE

ACCESSORIES MEETING UL325 SAFETY REQUIREMENTS

AND INTERCONNECTION WIRING FOR A COMPLETE

OPERATING SYSTEM. INCLUDE THE FOLLOWING:

- OPENERS (ONE FOR EACH SIDE, 1HP EACH).

- CONTACT SENSORS FOR TRAILING AND LEADING EDGES

OF GATE.
- OPTICAL SENSORS FOR "OPEN", "CLOSE" AND "REVERSE".

- INTEGRATED 5-20R RECEPTACLE

- ADDITIONAL ACCESSORIES AND CONTROL WIRING TO

OPERATE GATE.

INSTALLATION SHALL COMPLY WITH HAZARDOUS

CONDITIONS PER KEYNOTE #1 3 THIS SHEET AND

SPECIFICATIONS (MANUFACTURER'S INSTRUCTIONS

CANNOT OVERRIDE THESE MATERIAL REQUIREMENTS).

COORDINATE WITH GATE INSTALLER TO INCLUDE

PROGRAMMING AND COMMISSIONING.

PROVIDE DEDICATED GROUND ROD FOR EACH GATE

OPENER (GROUND ROD 3/4" X 1 0'-0" COPPER CLAD STEEL).

BOND RODS, EQUIPMENT, CIRCUIT EGC (1#1 0 MINIMUM,

UNSPLICED TO ROD). PROVIDE 3/4" RGS CONDUIT WHERE

EXPOSED. FILE SURFACES RAW AT CONNECTIONS, COAT

WITH RTV SILICON.

PROVIDE FIRE DEPARTMENT APPROVED ACCESS BOX TO

OPEN GATE PER CALIFORNIA FIRE CODE 506 (KNOX BOX,

OR APPROVED EQUAL). PROVIDE CIRCUITING TO GATE

OPENER PER MANUFACTURER SPECIFICATIONS.

COORDINATE AND COMMISSION SYSTEM WITH FACILITIES

AND LOCAL JURISDICTION'S FIRE MARSHAL. INCLUDE 1"

CONDUIT TO GATE CONTROLLER. MOUNT BOX TO GATE

POST; INCLUDE STRUT MOUNTING WHERE ADDITIONAL

SUPPORT IS NEEDED.

PROVIDE 1 20V CIRCUIT TO EACH GATE OPENER:

1"C-2#8,1#8G. CONSOLIDATE TO A SINGLE 1 -1 /4"C

ENROUTE. INCLUDE 1P-30A NON-FUSED DISCONNECT AT

EACH (HEAVY DUTY, LOCKABLE, STRUT SUPPORT -
HBL1 3R22D)

PROVIDE DATA CONNECTION FROM EACH GATE OPENER

BACK TO GENERATOR BUILDING: 1 -1 /2"C EACH.

CONSOLIDATE TO ONE (1) 2" CONDUIT WHERE PARALLEL.

ROUTE ALONGSIDE POWER FEEDER RACEWAYS;

MAINTAIN SEPARATION WITH SEPARATE PULLBOXES.

PROVIDE COORDINATION MEETING WITH CLIENT

SECURITY DEPARTMENT AND MANUFACTURER ON

CONTROLS AND DATA CONNECTIONS FOR GATE

OPERATORS.

ALLOW FOR PROVIDING DATA CONNECTION BETWEEN

OPENERS PER CLIENT DIRECTION: 1" TRENCHED

CONDUIT. PROVIDE SHIELDED TWISTED PAIR WIRING PER

MANUFACTURER - BELDEN 8760.

PROVIDE PULLBOXES MAX DISTANCE OF 200 LINEAR FEET.

FUEL DISPENSING AREA (INDICATED IN CROSS HATCH) -
GASOLINE AND COMPRESSED NATURAL GAS:

POWER AND CONTROL CIRCUITING FROM INDICATED

BOUNDARY LINE TO DRIVEWAY EXIT SHALL BE RATED FOR

HAZARD CLASSIFIED AREAS PER ARTICLE 51 4 OF CEC;

INCLUDING HARDWARE AND INSTALL METHODS. GATE

MOTOR AND ELECTRICAL EQUIPMENT WITHIN ZONE

SHALL BE ATLEAST 1 8IN ABOVE GRADE.

- CONDUITS SHALL BE RIGID STEEL WITH CORROSION

RESISTANT COATING; TAPED WHERE ROUTED

UNDERGROUND.
- CONDUITS SHALL BE INTERNALLY SEALED PER CEC

51 4.9; INCLUDING AT ALL BOUNDARIES TO HAZARDOUS

AREA.
- INSTALLATION SHALL BE CLASS I, DIVISION II MINIMUM

WITHIN A HORIZONTAL RADIUS OF 20 FEET FROM ALL

DISPENSER ENCLOSURES.

- EXPOSED CIRCUITS PASSING BELOW GRADE SHALL BE

CLASS I, DIVISION I.

PROVIDE ELECTRICAL EQUIPMENT BONDING TO FENCE.

DETAIL 1, E602.

EXTEND 1 -1 /2"C CONDUIT FROM CONTROLLER TO

PEDESTRIAN GATE FOR ACCESS CONTROL. COORDINATE

PROVISIONS WITH CLIENT SECURITY DEPARTMENT.

INCLUDE SCOPE TO CONNECT 2#1 4 CONDUCTOR FOR

MAG-LOCK

INVESTIGATE FOR UNDERGROUND UTILITIES SCOPE OF

WORK. TRACE AND PROTECT IN PLACE. OBTAIN COPIES

OF RECORD CIVIL DOCUMENTS FOR REFERENCE FROM

CLIENT. INCLUDE SCOPE TO TRACE AND SUB-SURFACE

SCAN ALONG ROUTE AND SURROUNDING 20FT RADIUS

WHERE ALTERATION IS NEEDED.

PROVIDE SAW-CUT TRENCHING TO CROSS DRIVEWAY.

PATCH AND REFILL IN-KIND. COORDINATE WITH

FACILITIES MANAGEMENT.

123456789
1 0
1 1
1 2
1 3
1 4
1 5
1 6
17 12

GENERAL NOTES

1. SCOPE OF WORK ON THIS SHEET WILL INCLUDE

HAZARDOUS CLASSIFICATION AREAS PER CEC.

Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 828 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) LCP 1R1
1HA
LCP 2R1
2HA
7TH STREET

B107

ELEC SPACE

(LVL 1)
B223

ELEC RM

(LVL 2)

City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L E
C
T
R
I
CA L
EXP. 09/30/2022
E301

BUILDING FLOOR PLANS

8 0 8
SCALE: 1/8" = 1 '-0"

Lars Henderson
MAINTENANCE BUILDING - 1ST AND 2ND FLOOR COMPOSITE

1 /8" = 1 '-0" 1
12 Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 829 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

OF E RP DERET SI GER

RE E NI GNE
L A ON
SS I

C A L I FO RN I A

S T A T E O F
SIGNED: 05/23/2022
No. E22361

L A R S

H E N D E R S O
N

E L E C T R I CA L
EXP. 09/30/2022
E501

RISER DIAGRAM

9 Lars Henderson
(E)
HC
PNL
'T-G' 1 0KVA
480V - 240/1 20V
1PH, 3W
PNL
'G'
1PH, 3W
22KAIC

OPPOSITE WALL OF

FUELING STATION
1 2
1 -1 /4"C - 2#6, 1#6G
3 G
N

1.4KAIC
0%VD

RISER DIAGRAM

NO SCALE
1 4
NOTES
PROVIDE POWER TO PANEL 'G' FROM 480/277V PANEL 'HC'.

PROVIDE 480 -TO- 240/1 20V STEP-DOWN TRANSFORMER

TO SERVE PANEL: 1PHASE, STAINLESS STEEL ENCLOSURE

(ACME T25351 6SS). LOCATE WITHIN 25FT OF PANEL G

MAIN BREAKER.

PROVIDE GROUND RODS FOR TRANSFORMER: 3/4"D MIN.

COPPER CLAD STEEL, 1 0' MIN VERTICAL DEPTH, >6FT

SPACED HORIZONTALLY APART. PROVIDE BONDING FOR

THE FOLLOWING WITH 1"C-1#6G WITHIN 1 0FT:

- RODS
- EQUIPMENT
- CIRCUIT EGC

- FENCE AND GATE

INCLUDE 3/4" RGS CONDUIT WHERE EXPOSED TO HAZARD.

FILE SURFACES RAW AT CONNECTIONS, PROVIDE RTV

SILICON COATING FOR CORROSION SEAL.

CONNECT NEUTRAL TO EGC OF PANEL ONLY WHERE

PERMITTED BY LOCAL AHJ. OBTAIN SPECIFIC

INSTRUCTION BY TRANSFORMER MANUFACTURER AND

AHJ FOR GROUNDING OF NEUTRAL.

1 2
3 4

GENERATOR BUILDING

4 480/277V

2.4KAIC
1%VD
1 -1 /4"C - 3#6, 1#8G
12 120/240V
Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 830 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

OFE RP DE RET SI GER

RE E NI GNE
L A ON
S S I

CA L I F OR N I A

S T A T E O F
SIGNED: 05/23/2022
No. E22361

L A R S H E N D E R S O
N

E L E C T R I CA L
EXP. 09/30/2022
E601

DETAILS
10 Lars Henderson
Concrete Steel Reinforced Bolt

Down Lid
Steel Diamond Plate
1 3
3 4
"
23 1
4 "
2"
HAND HOLE 4 NOT TO SCALE
DIRT
'A'

PULL BOX
4"
24" MIN
4"
4" 4"
4"
1 2" MIN
36" MIN.

ASPHALT

SECTION 'A'
1 8" MIN.

AC PATCH TOP OF NEW

1 2" X 1 8" X 1 2" PULLBOX
SLURRY
DO NOT MIX POWER & L.V. COMM. CONDUITS.

LABEL EACH COVER RESPECTIVELY: "LIGHTING", "POWER"

STEEL BOLT DOWN

HANDHOLE GENERAL NOTES:

2. 1 .
2 3
4 1 1 2" PULLBOX

EXTENSION
1 2" GRAVEL
BASE

CONDUIT
SEE PLANS.

1 NOTES
PULL BOX BASE. SET ON PEA GRAVEL BASE

BENEATH PULL BOX. (PROVIDE EXTENSIONS AS

REQ'D. IN FIELD) MIN. OF (1 ) EXTENSION.

POUR 4" CONCRETE OR AC PATCH PAD AROUND

EACH PULL BOX TO PREVENT SINKING BELOW

GRADE, AND SLURRY COAT AROUND. SEE

SECTION 'A'.

PROVIDE 6'-0", #6 GROUND BOND JUMPER TO

COVER FROM SERVICE GROUND CONDUCTOR

WITH NECESSARY APPROVED HARDWARE.

WATER TIGHT INSTALLATION-FOAM SEAL CONDUIT

OPENINGS.

PROVIDE BOLTDOWN LID:

TURF AREA: CONCRETE WITH STEEL RE-ENFORCE

DRIVE AND WALKING PATH: STEEL DIAMOND
1 2
3 4
5 3. COMPLY WITH RATING WHERE INSTALLED. EX. TRAFFIC AREA RATED

5 5

4. JENSEN PRECAST BOX HN1 324 - TURF AREAS

GROUND ROD

NO SCALE
2 GROUNDING ELECTRODE

CONDUCTOR

CADWELD

CONNECTION
GROUND ROD 3/4" x 1 0'-0"
COPPER CLAD STEEL, UON.

CONDUIT RISER FOR NEW CONDUITS

NO SCALE
1 COUPLING

PVC CONDUIT

GRADE/SLAB

PVC COATED RGS

COUPLING

RGS CONDUIT
SURFACE MOUNTED PANEL 5 NO SCALE
(4) 3/8" HILTI KB-TZ

ANCHORS W/ 2-5/1 6 IN.

EMBED (1 ) MIN. (ICC

ESR-3785)

CMU WALL
300LBS.

MAX

PLAN VIEW

ELEVATION VIEW

ELECTRICAL PANEL

UNISTRUT P-1 000 EXTENDED

FROM FLOOR TO TOP OF

ENCLOSURE.
3/8" DIA BOLT

W/SPRING WASHER
EA
A A
6" TYP
24" TYP

ELEVATION
*300 LB MAX*

SECTION A-A
24" TYP
3"
3"
3" 2" 2" 3"
3"
1 2"
MIN. 2"

ASPHALT

CONCRETE

PATCH OR PLANT TO

MATCH EXISTING
INCREASE TO 1 2"

BETWEEN POWER &

COMMUNICATION

CONDUITS
1 2" WIDE YELLOW,

METAL TRACEABLE

WARNING TAPE

BACKFILL, COMPACTED TO

90% RELATIVE DENSITY,FREE

FROM LARGE ROCKS &

DEBRIS

UNDISTURBED
EARTH
PROVIDE COMPACT BACK FILL WITH FINE AGGREGATE 1 "

DIAMETER AND LESS. CONCRETE ENCASE AT ALL

VEHICLE TRAFFIC AREAS AND AS NOTED ON PLANS.

REFER TO DRAWINGS FOR CONDUIT

SIZES & QUANTITIES

ARRANGE CONDUIT WITH

INTERLOCKING PLASTIC

SPACERS 8'-0" O.C.

CONDUIT TRENCHING
6 NO SCALE
JENSEN PRECAST BOX HT1 324 - DRIVE AREAS

RECESSED UPLIGHT FIXTURE 'C'
3 NO SCALE

DEPTH PER MFR'S RECOMMENDATION

FILL PER MANUFACTURER

CIRCUIT

FROM PANEL,

3/4"C MIN

CONDUIT
PAVERS
NOTES:
1 . DETAIL IS STRICTLY DIAGRAMATIC. COORDINATE WITH EACH

FIXTURE MANUFACTURER FOR SPECIFIC REQUIREMENTS.

MANUFACTURER
J-BOX
TRENCHED CONDUIT DEPTHS SHALL BE AS FOLLOWS:

- UNDER DRIVEWAYS AND STREETS MINIMUM: 24".

- UNDER LAWNS/BEDDING MINIMUM: 1 8" FOR PVC RACEWAY

- UNDER CONCRETE PAVED WALKING AREAS: 6" PVC COATED RGS.

1 1
12 Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 831 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

OF E RP DERET SI GER

RE E NI GNE
L A ON
SS I

C A L I FORN I A

S T A T E O F
SIGNED: 05/23/2022
No. E22361

L A R S

H E N D E R S O
N

E L E C T R I CA L
EXP. 09/30/2022
E602

DETAILS
11 Lars Henderson
Wes McKean

POST GROUNDING DETAIL

NO SCALE
1 GATE/FENCE POST
3/4"C-1 #6 GND
CALDWELD TYPE "VV"

GROUND CONNECTION

TO GATE CONTROLLER/OPENER

SYSTEM NO. W-L-1054
C
Classified by
Underwriters Laboratories, Inc.

to UL 1 479 and CAN/ULC-S1 1 5
US
2 3

SECTION C-D
C
D
1 3
NOTES
WALL ASSEMBLY — THE 1 , 2, 3 OR 4 HR FIRE RATED GYPSUM

BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE

MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL

U400, V400 OR W400 SERIES WALL OR PARTITION DESIGN IN THE UL

FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE

FOLLOWING CONSTRUCTION FEATURES:

A. STUDS — WALL FRAMING SHALL CONSIST OF STEEL

CHANNEL STUDS. STEEL STUDS TO BE MIN 3-1 /2" (89 MM)

WIDE SPACED MAX 24" (61 0 MM) OC.

B. GYPSUM BOARD — MIN 5/8" (1 6 MM) THICK WITH SQUARE OR

TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS,

NUMBER OF LAYERS, FASTENER TYPE AND SHEET

ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL

WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE

DIRECTORY. MAX DIAMETER OF OPENING IS 5-3/4" (1 46 MM).

THE HOURLY F AND FH RATINGS OF THE FIRE STOP SYSTEM

ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL

ASSEMBLY IN WHICH IT IS INSTALLED.

THROUGH PENETRANT — ONE METALLIC PIPE, CONDUIT OR TUBE

TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY

WITHIN THE FIRE STOP SYSTEM. THE ANNULAR SPACE BETWEEN

THE PIPE, CONDUIT OR TUBE AND PERIPHERY OF OPENING SHALL

BE MIN 0 IN. (POINT CONTACT) TO MAX 7/8" (22 MM). PIPE, CONDUIT

OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL

ASSEMBLY
A. CONDUIT — NOM 4" (1 02 MM) DIAMETER (OR SMALLER) RIGID

STEEL CONDUIT.

B. CONDUIT — NOM 4" (1 02 MM) DIAMETER (OR SMALLER)

STEEL ELECTRICAL METALLIC CONDUIT.

FILL, VOID OR CAVITY MATERIAL (SEALANT) — FILL MATERIAL

APPLIED WITHIN ANNULUS , FLUSH WITH BOTH SURFACES OF

WALL. TYPE AND THICKNESS OF SEALANT IS DEPENDENT ON F AND

FH RATINGS AS INDICATED IN TABLE BELOW. AN ADDITIONAL 1 /2"

(1 3 MM) DIAMETER BEAD OF SEALANT APPLIED AT

PENETRANT/GYPSUM BOARD INTERFACE AT POINT CONTACT

LOCATION ON BOTH SURFACES OF WALL.

1 2
3 PROVIDE HILTI FIRE STOP SYSTEM OR APPROVED EQUAL.
4 CLASS IF IED
1-4 HOUR FIRE RATED GYPBOARD PENETRATION

2 NO SCALE
12 POST GROUNDING DETAIL 3 NO SCALE

FENCE POST
MIN 1 8"
NOTES

HARDWARE AND INSTALLATION SHALL BE CLASS I,

DIV II RATED.

GATE OPERATOR CONTROLLER

GATE OPERATOR

1 2
3 2 3
1 HAZARDOUS,

CLASSIFIED ZONE

GATE OPERATOR AND CONTROLLER SHALL BE INSTALLED

ABOVE HAZARDOUS CLASSIFIED ZONE.

FINISHED GRADE TO FUELING STATION

UNEXPOSED
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 832 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

RE E NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. E22361

L A R S
H
E
N
D
E

R S O N
E L E
C
T
R
I
CA L
EXP. 09/30/2022
E701
TITLE24 FORMS

9 Lars Henderson
12 Wes McKean
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 833 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
G0.01

GENERAL CONSTRUCTION
NOTES

AS INDICATED
02 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 834 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
G0.02

GENERAL CONSTRUCTION
NOTES

AS INDICATED
“ –
”
03 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 835 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

LAYOUT LEGEND

SYMBOL DESCRIPTION

BOULDER / COBBLE SCHEDULE (B)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR REMARK DETAIL FENCE SCHEDULE - 7TH STREET (F)

SYMBOL KEY DESCRIPTION MATERIAL SIZE FINISH REMARK DETAIL PAVING / DECOMPOSED GRANITE SCHEDULE - 7TH STREET (P)

SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SYMBOL KEY DESCRIPTION MATERIAL SUPPLIER SIZE COLOR FINISH REMARK DETAIL PLANTING SCHEDULE - 7TH STREET

CONTAINER SIZE SPACING DETAIL REMARKS
WATER

REQUIREMENT
TREES

SHRUBS/GRASSES/GROUNDCOVERS

VINES
CB
LL
PA
PF
KB

GROUNDCOVER
PLANT
FACTOR

WALL / CURB SCHEDULE (W)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR FINISH REMARK DETAIL ZONE SYMBOL DESCRIPTION AREA (SQ. FT)

HYDROZONE LEGEND -
7TH STREET
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L0.01

MATERIAL SCHEDULES

AS INDICATED
-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 836 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

AMENITY SCHEDULE (A)

SYMBOL KEY DESCRIPTION PRODUCT MANUFACTUER FINISH REMARK DETAIL

FENCE SCHEDULE - FUELING STATION (F)

SYMBOL KEY DESCRIPTION MATERIAL SIZE FINISH REMARK DETAIL

PAVING SCHEDULE - FUELING STATION (P)

SYMBOL KEY DESCRIPTION MATERIAL SUPPLIER SIZE COLOR FINISH REMARK DETAIL ZONE SYMBOL DESCRIPTION AREA (SQ. FT)

HYDROZONE LEGEND -

FUELING STATION

SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME

PLANTING SCHEDULE - FUELING STATION

CONTAINER SIZE SPACING DETAIL REMARKS
WATER

REQUIREMENT

SHRUBS/GRASSES/GROUNDCOVERS

AS
AY
RO
BP
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L0.02

MATERIAL SCHEDULES

AS INDICATED
16 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 837 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH

L I M I T O F W O R L I M I T O F W O R K

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L0.03

PLANT PROTECTION
PLAN - 7TH STREET
0 5' 10'
1" = 10'

17 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 838 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) U

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU U OHU OH
7TH STREET

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

LAYOUT LEGEND

SYMBOL DESCRIPTION
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L1.01
LAYOUT PLAN - 7TH STREET
0 5' 10'
1" = 10'

-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 839 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R

LAYOUT LEGEND

SYMBOL DESCRIPTION
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L1.02
LAYOUT PLAN - 7TH STREET
0 5' 10'
1" = 10'

19 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 840 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
I
M
I
T
O
F
W
O
R
L
I
M
I
T
O
F
W
O
R

LAYOUT LEGEND

SYMBOL DESCRIPTION
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L1.03

LAYOUT PLAN - FUELING

STATION
0 5' 10'
1" = 10'

-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 841 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH
7TH STREET

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

L I M I T O F W O R
PAVING / DECOMPOSED GRANITE SCHEDULE - 7TH STREET (P)

SYMBOL KEY DESCRIPTION MATERIAL SUPPLIER SIZE COLOR FINISH REMARK DETAIL

BOULDER / COBBLE SCHEDULE (B)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR REMARK DETAIL

WALL / CURB SCHEDULE (W)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR FINISH REMARK DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L2.01
MATERIALS PLAN - 7TH
STREET
0 5' 10'
1" = 10'

21 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 842 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R
PAVING / DECOMPOSED GRANITE SCHEDULE - 7TH STREET (P)

SYMBOL KEY DESCRIPTION MATERIAL SUPPLIER SIZE COLOR FINISH REMARK DETAIL

BOULDER / COBBLE SCHEDULE (B)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR REMARK DETAIL

WALL / CURB SCHEDULE (W)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR FINISH REMARK DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L2.02
MATERIALS PLAN - 7TH
STREET
0 5' 10'
1" = 10'

22 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 843 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
I
M
I
T
O
F
W
O
R
L
I
M
I
T
O
F
W
O
R

PAVING SCHEDULE - FUELING STATION (P)

SYMBOL KEY DESCRIPTION MATERIAL SUPPLIER SIZE COLOR FINISH REMARK DETAIL

WALL / CURB SCHEDULE (W)

SYMBOL KEY DESCRIPTION SUPPLIER SIZE COLOR FINISH REMARK DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L2.03

MATERIALS PLAN - FUELING

STATION
0 5' 10'
1" = 10'

23 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 844 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU

L I M I T O F W O R K

L I M I T O F W O R K
PAVING / DECOMPOSED GRANITE SCHEDULE - 7TH STREET (P)

SYMBOL KEY DESCRIPTION MATERIAL SUPPLIER SIZE COLOR FINISH REMARK DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L2.04

MATERIALS ENLARGEMENT
PLAN

AS INDICATED
24 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 845 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) U

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU U OHU OH
7TH STREET

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

SYMBOL KEY DESCRIPTION MATERIAL SIZE FINISH DETAIL
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L3.01
FENCING PLAN - 7TH STREET
0 5' 10'
1" = 10'

-
FENCE SCHEDULE - 7TH STREET (F) FENCE SCHEDULE - 7TH STREET (F) - CONTINUED 22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 846 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R
FENCE SCHEDULE - 7TH STREET (F)

SYMBOL KEY DESCRIPTION MATERIAL SIZE FINISH REMARK DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L3.02
FENCING PLAN - 7TH STREET
0 5' 10'
1" = 10'

26 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 847 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
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FENCE SCHEDULE - FUELING STATION (F)

SYMBOL KEY DESCRIPTION MATERIAL SIZE FINISH REMARK DETAIL S a n t a M o n i c a

[email protected]
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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

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CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L3.03

FENCING PLAN - FUELING

STATION
0 5' 10'
1" = 10'

-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 848 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) U

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU U OHU OH
7TH STREET

L I M I T O F W O R

SYMBOL KEY DESCRIPTION DETAIL SYMBOL KEY DESCRIPTION DETAIL SYMBOL KEY DESCRIPTION DETAIL SYMBOL KEY DESCRIPTION DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
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FAX. ( 310 ) 399-1541
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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

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R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L4.01
AMENITIES PLAN - 7TH
STREET
0 5' 10'
1" = 10'

-
AMENITY SCHEDULE (A) AMENITY SCHEDULE (A) - CONT. AMENITY SCHEDULE (A) - CONT. AMENITY SCHEDULE (A) - CONT. 22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 849 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R

SYMBOL KEY DESCRIPTION DETAIL SYMBOL KEY DESCRIPTION DETAIL S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L4.02
AMENITIES PLAN - 7TH
STREET
0 5' 10'
1" = 10'

AMENITY SCHEDULE (A) AMENITY SCHEDULE - CONT. (A)
29 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 850 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) U

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU U OHU OH
7TH STREET

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

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D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L5.01
SIGNAGE PLAN - 7TH
STREET
0 5' 10'
1" = 10'

-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 851 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) MODEL NO. / DESCRIPTION

IRRIGATION MATERIAL LEGEND

SYMBOL MANUFACTURER FLOW RATE (GPM) PSI RADIUS DETAIL

EXISTING VALVE
FLOW RATE IN G.P.M.

VALVE SIZE IN INCHES

PR. RATE
F NETAFIM DRIP SYSTEM FLUSH VALVE CONSISTING OF A TLSOV 17mm BARB X BARB FLUSH VALVE, A 1 " X 1 " X 3/4" SST PVC TEE, TWO (2) TLO75MA 17mm BARB X 3/4" MIPT MALE ADAPTERS, AND A 3/4" PVC THREADED CAP. INSTALL THE FLUSH VALVE ASSEMBLY INSIDE A VB7RND 7" ROUND VALVE BOX.

AS APPROVED PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1 /4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS.

NO SYMBOL

CONTROLLER LETTER

C,D
C,D
C,D
C,D,K
E
D,F
THESE VINE PLANTINGS. THE CONTRACTOR SHALL INSTALL TWO (2) SPCV10 1 GPH DRIP EMITTERS PER VINE PLANTING. THESE ADDITIONAL EMITTERS

WHERE VINES ARE PLANTED ON WALLS, FENCES OR COLUMNS WITHIN THE DRIP TUBING ZONES, ADDITIONAL DRIP EMITTERS SHALL BE REQUIRED FOR SHALL BE PUNCHED DIRECTLY INTO THE DRIP TUBING. EMITTERS SHALL BE INSTALLED USING A SPDT EMITTER INSTALLATION TOOL. EACH DRIP

BUG CAP. LOCATE EMITTERS DIRECTLY OVER THE ROOT BALL OF THE VINE PLANTINGS.

TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED.

EMITTER SHALL BE INSTALLED WITH AN 18" LENGTH OF EDTUBE-01 1 /4" DISTRIBUTION TUBING, AN EDTUBESTK TUBING STAKE, AND A VINYL 1 /4" TUBING

TLHCVXR5-CS-12 SUBSURFACE DRIP TUBING (BROWN EXTERIOR COLOR WITH A COPPER OXIDE STRIPE) WITH 0.53 GPH, PRESSURE COMPENSATING

BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 2" BELOW THE

BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO

PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES

A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY

TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS.

STRIPE, COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL

GPH IRRIGATION PRODUCTS (866) 582-9684. THE LINES SHOWN ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP

FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL

CONNECTION BETWEEN DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING SCH. 40 PVC SXT FITTINGS, TL BARBED DRIP

TUBING FITTINGS AND BLANK DRIP TUBING. USE A SCH. 40 PVCVLATERAL X LATERAL X 1 /2" SxSxT TEE (OR A LATERAL X 1 /2" SxT 90° ELBOW) FITTING ON

THE PVC LATERAL LINE HEADER, A TL050MA BARB X 1 /2" MALEVADAPTER, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TLTEE BARBED TEE FITTING.

ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. NO HEATING OF TUBING SHALL BE ALLOWED FOR ASSEMBLY.

NETAFIM

NETAFIM
SUB-SURFACE DRIP TUBING AS DESCRIBED BELOW: 0.53 GPH / EMITTER 30 N/A 0.70 IN./HR.

EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH A CONTINUOUS EXTERIOR CUPRON

RAIN BIRD RD06-S-P30-F 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER .50 (1.00 TOTAL) 30 1.5 FT NOZZLE. EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2)

BALL OF THE TREE AND ON OPPOSITE SIDES OF THE TREE. ADJUST THE BUBBLER

STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING

THE TRUNK OF THE TREE.

BUBBLERS PER TREE. PLACE THE BUBBLER HEADS THREE (3) INCHES FROM THE ROOT

1.50 IN./HR. A,B
LASCO V14101N-SC 1 1 /4" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE.

INSTALL INSIDE A RAIN BIRD VB10RND 10" ROUND VALVE BOX.

G,N
RAIN BIRD 33DRC 3/4" QUICK COUPLER VALVE WITH RUBBER COVER AND A LASCO G13T-218 SWING JOINT. INSTALL IN A RAIN BIRD VB10RND 10" ROUND VALVE BOX. H,N 100-PESB-PRS-D 1 " PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV). SET PRS-D PRESSURE REGULATOR TO PROVIDE 30 PSI TO THE BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE THE PRESSURE AT THE BUBBLER HEAD). INSTALL THE

RCV INSIDE A RAIN BIRD VBSTD STANDARD RECTANGULAR VALVE BOX.

I,N
J,N

RAIN BIRD

RAIN BIRD
AS APPROVED PVC PIPE 3/4" - 1 1 /4" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE K
AS APPROVED PVC PIPE 1 1 /4" SCH. 40, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE K
PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING

AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL

LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS.

WELD-ON ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE P-70 LOW VOC "PURPLE PRIMER". SOLVENT CEMENT SHALL BE 711 LOW VOC, GRAY COLORED "HEAVY BODIED" CEMENT.

USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE

PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.

SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE.

NO SYMBOL

NO SYMBOL
L
N/A
N/A
PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTOR

SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER.

LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. WHERE MULTIPLE CONTROLLERS ARE

USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES.

NO SYMBOL K,L,M
NO SYMBOL SPEARS DS100 DRI-SPLICE, WATER-PROOF WIRE CONNECTOR, SEALED WITH DS-300 SEALANT S FOR USE ON ALL WIRE SPLICES AND CONNECTIONS M
ALL VALVE BOXES SHALL BE VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOX BODIES SHALL BE BLACK IN COLOR. LIDS FOR BOXES

SHALL BE DARK GREEN. BOX LIDS SHALL BE SECURED WITH A RAIN BIRD VB-LOCK-H HEXAGON HEAD BOLT, WASHER AND CLIP.

DESCRIPTION
10" ROUND BOXES

STANDARD RECTANGULAR BOXES

7" ROUND BOXES

VB-10RND
VB-7RND
VB-STD

MODEL NUMBER

NO SYMBOL RAIN BIRD N

OPERATING PRESSURE (PSI)

ZONE AREA (SFT)

VALVE FLOW RATE IN G.P.M.

VALVE SIZE IN INCHES

CONTROLLER LETTER / STATION NUMBER

HYDROZONE NUMBER SEE CHART

IRRIGATION METHOD SEE CHART

ZONE PRECIPITATION RATE (IN./HR.)

LENGTH OF

FOR DRIP TUBING ZONES

VALVE CALL OUT LEGEND
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE
HZ 2

MODERATE WATER USE PLANTINGS

MODERATE WATER USE TREES

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

DT DRIP TUBING

TB TREE BUBBLERS

IRRIGATION METHOD DESCRIPTION CHART

WUCOLS
M
M

PLANT FACTOR

0.40 0.50
DRIP
DRIP

0.81 0.81
LETTERS TYPE IR. EFFICIENCY
EXISTING STREET TREE BUBBLERS, SHOWN FOR REFERENCE ONLY, TO BE PROTECTED IN PLACE AND REMAIN IN USE. N/A 100-PESB 1 " PLASTIC DRIP REMOTE CONTROL VALVE (DRCV) INSTALLED WITH A PRB-QKCHK-100 1 " PRESSURE REGULATING BASKET STRAINER (200 MESH ELEMENT). INSTALL THE DRCV INSIDE A RAIN BIRD VBSTD STANDARD RECTANGULAR VALVE BOX.

DRIP TUBING
A5 1"
DT

3.5 0.74
40 1 250
350'
TUBING
A4
1 "
2 EX.

AND STATION NUMBER

EXISTING VALVE CALL OUT LEGEND

EXISTING EXISTING PVC LATERAL LINES FOR TREE BUBBLERS, SHOWN FOR CLARITY ONLY, PROTECT IN PLACE AND REUSE. N/A EXISTING EXISTING PVC MAINLINE, PROTECT IN PLACE AND TO BE USED FOR THIS PROJECT, SEE NOTES ON DRAWINGS. N/A EXISTING EXISTING PVC CONTROL WIRE SLEEVE, PROTECT IN PLACE AND TO BE USED FOR THIS PROJECT, SEE NOTES ON DRAWINGS. N/A AS APPROVED CONNECTION BETWEEN EXISTING PVC LATERAL LINE AND AND NEW PVC LATERAL LINE, SEE NOTES ON DRAWINGS. N/A AS APPROVED CONNECTION BETWEEN EXISTING PVC MAINLINE AND NEW PVC MAINLINE, SEE NOTES ON DRAWINGS. N/A AS APPROVED POINT OF CONNECTION FOR THE IRRIGATION SYSTEM TO BE A NEW PVC MAINLINE CONNECTION TO THE EXISTING PVC MAINLINE AS SHOWN. VERIFY N/A AS APPROVED AT THE POC, LOCATE EXISTING LOW VOLTAGE CONTROL WIRES AND EXTEND ALONG MAINLINE TO NEW AND EXISTING RCV'S. SEE NOTES ON DRAWINGS. N/A THE LOCATION OF THE EXISTING MAINLINE, MAKE CONNECTION AND ROUTE NEW MAINLINE AS SHOWN. SEE NOTES ON DRAWINGS.

AS APPROVED END OF EXISTING PVC SLEEVE TO BE USED FOR NEW LOW VOLTAGE CONTROL WIRES TO BE ROUTED ACROSS DRIVEWAY, SEE NOTES ON DRAWINGS. N/A

NO SYMBOL
PB RAINBIRD VB-10RND PULL BOX FOR SPLICES BETWEEN EXISTING AND NEW LOW VOLTAGE WIRES, SEE NOTES ON DRAWINGS.

N
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND ACTIVATION

P R O J E C T

S U B M I T T A L

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DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay
Jeremy Klemic
SP2577
SWA Group
N O. DATE DESCRIPTION

SP-FILE N O. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWIN G N O. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SAN TA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.00 IRRIGATION LEGEND.dwg | KELSEY | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.00

IRRIGATION LEGEND
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF

THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR

PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE

COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE

APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE

REPORTED TO THE OWNER'S REPRESENTATIVE.

3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING

WORK.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN

BEFORE BEGINNING WORK.

5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO

BE INSTALLED WITHIN PLANTING AREAS.

6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS

IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE

PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE

PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD

CHANGES DEEMED NECESSARY BY THE OWNER.

7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE

TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.

8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS

TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.

9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO

THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.

10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE

LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO

EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING

DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.

11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS

WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE

INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE.

12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE

TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES,

BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE

COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE

REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.

13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT

LOW HEAD DRAINAGE.

14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND

RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS

MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY

WITH MANUFACTURER SPECIFICATIONS.

15. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START

OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING

RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE

SERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED,

LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES.

16. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED

PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.

17. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER

FOR SUBSEQUENT MANAGEMENT PURPOSES.

18. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE

PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.

19. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.

IRRIGATION NOTES

1. PRIOR TO BACKFILLING OR COVERING UP THE UNDERGROUND IRRIGATION PIPE LATERALS, CONTACT THE

PRIVATE LANDSCAPE INSPECTOR AT (310) 458-8405.

2. AFTER IRRIGATION SYSTEM INSTALLATION IS COMPLETED INSTALLER SHALL TEST THE IRRIGATION SYSTEM TO

VERIFY THAT IT MEETS THE APPROVED DESIGN AND SPECIFICATIONS.

3. AFTER IRRIGATION SYSTEM INSTALLATION IS COMPLETED INSTALLER MUST PROGRAM THE IRRIGATION

CONTROLLER.

4. POST-INSTALLATION SOIL TEST RESULTS MUST BE SUBMITTED AT TIME OF FINAL SITE INSPECTION AND MUST

CONTAIN THE FOLLOWING: PERCENTAGE (%) OF ORGANIC MATTER; SOIL TEXTURE; INFILTRATION RATE OR

SOIL TEXTURE INFILTRATION RATE TABLE; pH; TOTAL SOLUBLE SALTS; SODIUM; AND RECOMMENDATIONS

DETERMINED BY LABORATORY TEST. LANDSCAPES CONTAINED ENTIRELY IN PLANTERS OR CONTAINERS ARE

EXEMPT FROM THIS REQUIREMENT.

5. A DETAILED IRRIGATION CONTROLLER MAP MUST BE INSTALLED INSIDE OR NEAR THE IRRIGATION

CONTROLLER WITH A DESCRIPTION FOR EACH ZONE INCLUDING THE FOLLOWING AT A MINIMUM: PLANT

MATERIAL, WATERING DEVICE, VALVE OR STATION NUMBER, RUN TIME FOR PEAK DEMAND MONTH AND

PRECIPITATION RATE.

6. THE IRRIGATION SCHEDULE MUST BE POSTED INSIDE THE IRRIGATION CONTROLLER HOUSING UNIT BY THE

INSTALLER.

7. THE IRRIGATION SYSTEM MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS.

8. THE IRRIGATION DESIGNER OR LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER SHALL PERFORM ONE OR

MORE SITE OBSERVATIONS DURING SYSTEM INSTALLATION TO CHECK FOR ADHERENCE TO THE DESIGN,

INCLUDING THAT THE PROPER INSTALLATION OF THE BACKFLOW PREVENTION ASSEMBLY, MAIN LINE,

LATERALS, VALVES, SPRINKLER HEADS, DRIP IRRIGATION EQUIPMENT, CONTROL WIRE, CONTROLLERS, AND

SENSORS MEETS THE INTENT OF THE IRRIGATION DESIGN PLAN AS DESIGNED AND APPROVED.

IRRIGATION PLAN DECALARATIONS

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 852 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU

OHU OHU OHU
OHU
F

OHU OHU OHU OHU OHU OHU OHU OHU OHU

OHU OHU OHU OHU OHU OHU OHU

OHU OHU OHU

OHU OHU OHU OHU OHU OHU
7TH STREET

L I M I T O F W O R

L I M I T O F W O R
A2
1 "
16 EX.

A1 1 "
DT

5.6 0.74
40 1 463
600'
TUBING
11 /4"
11 /4"
11 /4"
11 /4"
11 /4" 11 /4"
11 /4" 1 "
1 "
1 " 1 "

11 /4"
F F
11 /4"
11 /4"

OHU OHU OHU

OHU OHU

OHU OHU OHU OHU

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 7TH STREET

L I M I T O F W O R

L I M I T O F W O R
A5 1"
DT

3.5 0.74
40 1 250
350'
TUBING
A14 1 "
TB

4.0 1.50
30 2 509
A3 1"
DT

3.0 0.74
40 1 234
300'
TUBING
A4
1"
2 EX.
11 /4" 11 /4" 11 /4" 11 /4"

11 /4"
11 /4" 11 /4"
11 /4"
11 /4" 11 /4"

1 " 1 " 1 " 1 " 1 "

F
F F F
F F
F
F F
F
F
3/4" 3/4"
1 "
1 "

3/4"
3/4"
PB

3/4"
3/4" 3/4"
11 /4"
11 /4"
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541
Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay

Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION

SP-FILE NO. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWING NO. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SANTA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.01 IRRIGATION PLAN - 7TH STREET.dwg | SWEEN | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.01
IRRIGATION PLAN - 7TH
STREET
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

NOTE A:

POINT OF CONNECTION (POC) SHALL BE A CONNECTION TO THE EXISTING 1 1 /4" PVC

MAINLINE DOWN STREAM OF THE EXISTING MASTER VALVE AND FLOW SENSOR ROUTED

FROM THE ADJACENT PARKING LOT IRRIGATION SYSTEM TO THE EXISTING PARKWAY

SYSTEM. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE,

METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY

OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT

THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY

THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE

CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY

CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

WATER PRESSURE AT POC: 70 PSI
DESIGN WATER PRESSURE: 50 PSI
MAXIMUM SYSTEM DEMAND: 16 GPM
RESIDUAL WATER PRESSURE: 20 PSI
NOTE B:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION

EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A

MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE D:

THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN

WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE

PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE

PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE

CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED

REPRESENTATIVE PRIOR TO STARTING WORK.

POINT OF CONNECTION (POC), CONNECT NEW 1 1 /4" PVC MAINLINE

TO THE EXISTING PVC MAINLINE DOWNSTREAM OF THE EXISTING

MASTER VALVE AND FLOW SENSOR IN THIS APPROXIMATE

LOCATION. SEE NOTE "A."

LOCATE THE EXISTING REMOTE CONTROL VALVE WIRES (FIVE (5)

PILOT WIRES, ONE (1 ) COMMON GROUND, AND ONE (1 ) SPARE

WIRE), CONNECT NEW VALVE WIRES AND EXTEND INTO NEW
PROJECT FOLLOWING IRRIGATION MAINLINE.

USE EXISTING RCV WIRE "A5"

USE EXISTING SPARE WIRE, CONNECT

TO CONTROLLER STATION "A14" USE EXISTING RCV WIRE "A4"
USE EXISTING RCV WIRE "A3"

USE EXISTING RCV WIRE "A2"
USE EXISTING RCV WIRE "A1 "

NEW 3/4" LATERAL LINE CONNECTED

TO EXISTING 3/4" LATERAL LINE FOR

THE EXISTING TREE BUBBLERS.

NEW 3/4" LATERAL LINE CONNECTED

TO EXISTING 3/4" LATERAL LINE FOR

THE EXISTING TREE BUBBLERS.

NEW 3/4" LATERAL LINE CONNECTED

TO EXISTING 3/4" LATERAL LINE FOR

THE EXISTING DRIP TUBING.

EXISTING 1 1 /4" MAINLINE AND 1 1 /4"

PVC SLEEVE ACROSS DRIVEWAY.

CONNECT NEW MAINLINE TO

EXISTING MAINLINE ON BOTH IDES

OF DRIVEWAY. USE THE EXISTING

SLEEVE FOR NEW CONTROL WIRES

CROSSING DRIVEWAY.

EXISTING 1 1 /4" MAINLINE AND 1 1 /4"

PVC SLEEVE ACROSS DRIVEWAY.

CONNECT NEW MAINLINE TO

EXISTING MAINLINE ON BOTH IDES

OF DRIVEWAY. USE THE EXISTING

SLEEVE FOR NEW CONTROL WIRES

CROSSING DRIVEWAY.

EXISTING 1 1 /4" MAINLINE AND 1 1 /4"

PVC SLEEVE ACROSS DRIVEWAY.

CONNECT NEW MAINLINE TO

EXISTING MAINLINE ON BOTH IDES

OF DRIVEWAY. USE THE EXISTING

SLEEVE FOR NEW CONTROL WIRES

CROSSING DRIVEWAY.

EXISTING PVC LATERAL LINE FOR THE EXISTING

TREE BUBBLER IRRIGATION. PROTECT IN PLACE,

SHOWN FOR CLARITY ONLY.

EXISTING TREE BUBBLERS, PROTECT

IN PLACE, SHOWN FOR CLARITY ONLY.

EXISTING PVC LATERAL LINE FOR THE EXISTING

TREE BUBBLER IRRIGATION. PROTECT IN PLACE,

SHOWN FOR CLARITY ONLY.

EXISTING TREE BUBBLERS, PROTECT

IN PLACE, SHOWN FOR CLARITY ONLY.

INSTALL NEW 1 " DRIP IRRIGATION CONTROL

VALVE FOR EXISTING DRIP TUBING IN EXISTING

PLANTERS TO REMAIN IN PARKING LOT.

INSTALL NEW 1 " IRRIGATION CONTROL VALVE FOR

EXISTING TREE BUBBLERS IN EXISTING PARKWAY.

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 853 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R
1"
1"
F
F
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay

Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION

SP-FILE NO. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWING NO. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SANTA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.02 IRRIGATION PLAN - 7TH STREET.dwg | SWEEN | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.02
IRRIGATION PLAN - 7TH
STREET
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION

EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A

MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN

WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE

PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE

PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE

CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED

REPRESENTATIVE PRIOR TO STARTING WORK.

EXISTING PVC LATERAL LINE FOR THE EXISTING

TREE BUBBLER IRRIGATION. PROTECT IN PLACE,

SHOWN FOR CLARITY ONLY.

EXISTING TREE BUBBLERS, PROTECT

IN PLACE, SHOWN FOR CLARITY ONLY.

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 854 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
I
M
I
T
O
F
W
O
R
L
I
M
I
T
O
F
W
O
R
B6 1 "
DT

6.4 0.74
40 1 620
640'

TUBING F
F
F
F
11 /2"

11 /4" 11 /4"
11/4"

11/4"

1 "
1 "
1"
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay

Jeremy Klemic
SP2577
SWA Group
N O. DATE DESCRIPTION

SP-FILE N O. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWIN G N O. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SAN TA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.03 IRRIGATION PLAN - FUELING STATION.dwg | SWEEN | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.03

IRRIGATION PLAN - FUELING

STATION
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION

EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A

MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN

WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE

PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE

PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE

CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED

REPRESENTATIVE PRIOR TO STARTING WORK.

LOCATE EXISTING 1 1 /2" IRRIGATION

MAINLINE DOWNSTREAM OF THE

MASTRER VALVE AND FLOW SENSOR IN

THIS AREA AND EXTEND IT TO THE NEW

RCV AND QCV LOCATION.

INSTALL NEW 1" DRIP RCV ASSEMBLY
AND 3/4" QUICK COUPLER VALVE IN

NEW BOXES AS SHOWN.

LOCATE EXISTING PILOT AND COMMON

GROUND WIRE FROM CONTROLLER

STATION "B6" AND EXTEND THEM TO THE

NEW DRIP RCV LOCATION AS SHOWN.

INSTALL PVC LATERAL LINE THROUGH

NEW WALL INSIDE SCH. 40 PC SLEEVE,

SEE MATERIALS LEGEND.

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 855 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay

Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION

SP-FILE NO. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWING NO. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SANTA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.04 IRRIGATION DETAILS.dwg | KELSEY | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.04

IRRIGATION DETAILS
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

A POP-UP BUBBLER HEADS
SECTION VIEW - N.T.S.

SIX (6) INCH POP-UP SPRINKLER BODY

12"

LEGEND AND PIPE INSTALLATION DETAIL

FINISHED GRADE AT DEPTH SHOWN ON

PVC LATERAL LINE PIPE, TYPE AND SIZE AS

SHOWN ON DRAWINGS, INSTALL BELOW

1 /2" SIZE WITH FIPT THREADS

SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X

MANUFACTURER AS SPRINKLER HEAD. 6" POP-UP

PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1 /2" MIPT

INLET AND OUTLET WITH A 12" LAY LENGTH, SAME

AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS.

INSTALL BUBBLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE

BODY INLET HAS 1 /2" NPT THREADS.

FINISHED GRADE IN TURF AREAS

INSTALL POP-UP BUBBLER HEAD FLUSH WITH

GRADE IN SHRUB AND GROUND COVER AREAS

INSTALL POP-UP BUBBLER HEAD 1 /2" ABOVE FINISHED

UNDISTURBED SOIL
MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER

POP-UP BUBBLER HEAD, 6" HEIGHT, SEE LEGEND FOR BRAND,

1 /2"
HEAD CONFIGURATION SHOWN (RAIN BIRD SA-125050).

NOTE:

B TREE BUBBLER LAYOUT

UNDISTURBED SOIL

ROOT BALL OF TREE OR PALM

AMENDED BACKFILL MIX, SEE PLANTING PLANS

DRIP LINE OF CANOPY TREE OR PALM

6" POP-UP STREAM BUBBLER HEAD WITH

A 90° ARC PATTERN THREE (3) STREAM

BUBBLER NOZZLE, SEE THE LEGEND FOR ALL

3/4" PVC LATERAL LINE PIPE FROM RCV

REQUIRED COMPONENTS. ADJUST THE

NOZZLE STREAMS TO WET THE ROOT BALL

S
3/4" PVC LATERAL LINE PIPE

3/4" PVC TEE FITTING

AND AMENDED SOIL AREA WITHOUT HITTING.

PLAN VIEW - N.T.S.

6"
THE TRUNK OF THE TREE OR PALM. SEE

POP-UP SPRINKLER DETAIL FOR INSTALLATION.

C DRIP TUBING CONNECTION

SECTION VIEW - N.T.S.

INSTALLED FIVE (5) FEET ON CENTER

HEADER, PVC LATERAL LINE PIPE,

1 1/4" MINIMUM SIZE, OTHERWISE

ON GRADE IN GARAGE PLANTERS

SHRUBS OR GROUND COVERS,

INLINE DRIP TUBING WITH

INTERNAL DRIP EMITTERS,

SEE LEGEND FOR BRAND,

MODEL AND PERFORMANCE

OR BARBED TEE FITTING

17mm BARBED 90° ELBOW

MULCH LAYER, SEE PLANTING PLANS

FINISHED GRADE

SEE PLANTING PLANS

SIZE PER THE DRAWINGS

1 /2" MIPT X 17mm BARBED

MALE ADAPTER FITTING

AMENDED SITE SOIL

12" MINIMUM
TEE FITTING, HEADER SIZE BY 1 /2"

FINISHED GRADE
SCH. 40 PVC SLIP X SLIP X 1 /2" FIPT

DRIP TUBING SUPPLY OR DISCHARGE

2" IN SHRUB BEDS

GPH IRRIGATION PRODUCTS 9" PVC

COATED WIRE STAKE, #GDTS140900,

LENGTH AS REQUIRED

BLANK 17mm DRIP TUBING,

FITTING FOR THE CONNECTION.

FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND ONE ADAPTER

NOTE:

DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS.

FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION.

PLAN VIEW - N.T.S.

VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER.

DRIPLINE AND PVC HEADER

CONNECTION BETWEEN

PAVING SURROUNDING AND ADJACENT TO PLANTER AREA

TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM
NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT

AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING

DRIPLINE TUBING ROWS, SPACING APPROXIMATELY

SHOWN ON PLANS

EXTENDS TO LIMITS

DRIPLINE TUBING
PLANS FOR SIZE, 1" MINIMUM,

GRID OF DRIPLINE TUBING, SEE

PVC LATERAL LINE TO ADJACENT

ON DISCHARGE HEADER

FLUSH VALVE, INSTALL

SHOWN ON PLANS

EXTENDS TO LIMITS

DRIPLINE TUBING
MINIMUM SIZE, 12" BELOW GRADE

PVC SUPPLY HEADER, SEE PLANS, 1 "

SEE PLANS, 1 " MINIMUM SIZE,

PVC DISCHARGE HEADER,

FOR INSTALLATION

SEE PLANS AND DETAILS

DRIP CONTROL VALVE

F
1 " MIN. SIZE, 12" BELOW GRADE

PVC SUPPLY HEADER, SEE PLANS,

12" BELOW GRADE, 10" IN

INSTALLED 12" BELOW GRADE

DRIPLINE AND PVC HEADER

CONNECTION BETWEEN
THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT

THE SAME DEPTH.

PLANS FOR SIZE, 1 " MINIMUM,

GRID OF DRIPLINE TUBING, SEE

PVC LATERAL LINE TO ADJACENT

INSTALLED 12" BELOW GRADE

END FEED SUPPLY HEADER

CENTER FEED SUPPLY

HEADER

FOR TUBING GRID, PER PLANS

ACROSS PLANTED AREAS

DRIPLINE TUBING EXTEND

TUBING GRID (TYPICAL)

PLANTED AREAS FOR DRIPLINE

PVC HEADERS EXTEND ACROSS

PVC SUPPLY AND DISCHARGE HEADERS SHALL BE INSTALLED AT END RUNS OF TUBING, NO MORE THAN 16" FROM THE EDGE OF THE HARDSCAPE. WHERE A TUBING

FROM HARDSCAPE EDGE

PROVIDE A PERIMETER ROW OF

TUBING AROUND ENTIRE PLANTER

4"
10"
4"
10"
4" INSIDE OF PAVEMENT EDGE

DISCHARGE HEADER
PVC HEADER 10" OFF OF PAVING PVC HEADER 10" OFF OF PAVING

ENTIRE PERIMETER OF PLANTING AREA SHALL HAVE A ROW OF DRIP TUBING INSTALLED 4" OFF OF THE EDGE OF THE HARDSCAPE AS SHOWN ABOVE.

4"
PVC PIPE FOR LATERALS, SUPPLY HEADERS AND DISCHARGE HEADERS SHALL BE MINIMUM 1 1 /4" SIZE, OR SIZED AS SHOWN ON THE PLANS.

END RUN HAS ONLY TWO (2) OR THREE (3) ROWS, A PVC DISCHARGE HEADER IS NOT NEEDED AND THE PERIMETER ROW OF TUBING SHALL BE USED FOR THE DISCHARGE.

WHERE FOUR (4) OR MORE TUBING ROWS END RUN, A PVC DISCHARGE HEADER IS REQUIRED.

NOTE:

D DRIP TUBING LAYOUT
NOTE:

3. PUNCH EMITTERS DIRECTLY INTO THE DRIP TUBING, MINIMUM 3" FROM INTERNAL EMITTERS.

1. INSTALL DRIP TUBING IN PLANTERS AS INDICATED ON DRIP TUBING DETAILS.

2. FOR EACH VINE, INSTALL TWO (2) ADDITIONAL 1.0 GPH DRIP EMITTERS TO PROVIDE

ADDITIONAL WATER TO THE VINE.

4. USE 1 /4" DRIP TUBING, 24" MAXIMUM PER EMITTER, TO DIRECT WATER FROM EMITTER

ONTO THE TOP OF THE ROOT BALL OF THE VINE PLANT.

EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING

5. INSTALL A PLASTIC TUBING STAKE AND A BUG CAP ONTO THE END OF EACH LENGTH

OF 1 /4" TUBING FROM THE EMITTER. STAKE 1 /4" TUBING DOWN TO THE SOIL GRADE

DRIP TUBING IN PLANTER AREA

BUILDING, WALL OR FENCE

VINE PLANTING, SEE PLANTING PLANS

PLANTING OR GROUND COVER,

SEE PLANTING PLANS

1 GPH EMITTER, PUNCH INTO DRIP TUBING

1 /4" TUBING, STAKE & BUG CAP, 1 / EMITTER

USING WIRE TUBING STAKES, INSTALL STAKES 12" ON CENTER.

ROOT BALL OF VINE

PLAN VIEW - N.T.S.

E VINE EMITTERS

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 856 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay

Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION

SP-FILE NO. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWING NO. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SANTA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.04 IRRIGATION DETAILS.dwg | KELSEY | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.05

IRRIGATION DETAILS
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

SECTION VIEW - N.T.S.

F DRIP FLUSH VALVE G BALL VALVE

CL
LASCO "SLO-CLOSE" SCH. 80 PVC,

BRICK SUPPORTS,

FINISHED GRADE IN SHRUB AREAS

2" PVC IRRIGATION MANIFOLD MAINLINE,

6" DIAMETER PVC CL. 160 PIPE,

ONE CUBIC FOOT OF

3/4" CRUSHED GRAVEL

6"
THREE (3) REQUIRED

TRU-UNION BALL VALVE, WITH PVC

LENGTH AS REQUIRED, 12" MINIMUM

SEE LEGEND FOR SPECIFICATION

SOCKET CONNECTIONS. 2" SIZE

SOLVENT WELD PVC CONNECTIONS

PER MANIFOLD MAINLINE

FINISHED GRADE IN TURF AREAS

T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT.

PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED

HEAT BRAND "BV" ONTO LID.

SECTION VIEW - N.T.S.

INSTALLED ON THE PROJECT.

NOTE:

PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES

SECTION VIEW - N.T.S.

CL
QUICK COUPLING VALVE WITH 1" FIPT INLET

FINISHED GRADE IN SHRUB AREAS

THREADS AND A YELLOW VINYL LOCKING CAP

LANDSCAPE FABRIC TO

3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH

COVER BOTTOM AND ALL

SIDES OF VALVE BOX

LASCO SNAP-LOK PVC SWING JOINT WITH

O-RINGS, A MALE 1" MIPT THREADED

LAY LENGTH AND SNAP-LOK COLLAR.

PVC INLET, PVC STABILIZER ELBOW, 12"

FINISHED GRADE IN TURF AREAS

BRICK SUPPORTS, THREE (3) REQUIRED

USE #G13S-218 WITH A 1" MIPT THREAD

REBAR STAKES, #3 X 24" LONG,

SCH. 80 PVC SST MAINLINE TEE FITTING,

MAINLINE SIZE X 1" FIPT FOR CONNECTION

TO THE SWING JOINT
TWO (2) REQUIRED

BRASS OUTLET.

COLORED T-COVER AND CAPTIVE STAINLESS

PLASTIC 10" ROUND VALVE BOX WITH BLACK

STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QCV"

ONTO LID.

H QUICK COUPLER

USE A NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.

NOTE:

USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.

USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. 2"
2" MIN.

FINISHED GRADE IN SHRUB AREAS
2"
AND CONTROL STATION # ONTO LID.

AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT

PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED T-COVER

RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV"

BRICK SUPPORTS,

FOUR (4) REQUIRED

LASCO #896 PVC UNION

SLIP X MIPT, SIZE PER RCV,

MIN.

P
C
PVC MAINLINE PIPE RISER*,

LENGTH AS REQUIRED

3/4" CRUSHED GRAVEL,

4" MINIMUM DEPTH
SCH. 80 PVC 90° ELL FITTING*

LANDSCAPE FABRIC TO

COVER BOTTOM AND ALL

SIDES OF VALVE BOX

ELECTRIC REMOTE CONTROL

VALVE, SEE LEGEND FOR TYPE

TAPE WIRES TO RISER USING

BLACK ELECTRICAL TAPE

FINISHED GRADE IN TURF AREAS

LATERAL LINE, SIZE

PER PLANS, TYPE

PVC PIPE, AS

36" WIRE LOOPS AND

3M DBR/Y-6 WATERPROOF

WIRE CONNECTORS
PVC MAINLINE PIPE*

SCH. 80 PVC TEE OR 90° ELL

FITTING ON MANIFOLD MAINLINE,

VALVE NUMBER ID TAG,
CHRISTY'S MODEL ID-STD-P1

CONVENTIONAL WIRED RCV SHOWN, FOR TWO-WIRE INSTALLATIONS, SEE DECODER INSTALLATION DETAIL.

NOTE:

INSTALL A RAIN BIRD FD-101 -TURF SINGLE STATION DECODER WITH THE REMOTE CONTROL VALVE.

PER LEGEND
TWO (2) PER ASSEMBLY

SIZE AS 2" X RCV X RCV (TEE) OR

2" X RCV (ELL)

* ABOVE INDICATES SIZE PER RCV

SECTION VIEW - N.T.S.

I REMOTE CONTROL VALVE

LOW VOLTAGE WIRES FOLLOWING

MAINLINE PATH TO CONTROLLER

SECTION VIEW - N.T.S.

J DRIP REMOTE CONTROL VALVE

PER ASSEMBLY
FIPT, SIZE PER RCV, ONE (1 )

SCH 80 PVC UNION, SLIP X LENGTH AS REQUIRED

PVC MAINLINE PIPE RISER*,

PVC MAINLINE PIPE*

SCH. 80 PVC 90° ELL FITTING*

* ABOVE INDICATES SIZE PER RCV

2" X RCV (ELL)

SIZE AS 2" X RCV X RCV (TEE) OR

FITTING ON MANIFOLD MAINLINE,

SCH. 80 PVC TEE OR 90° ELL

CHRISTY'S MODEL ID-STD-P1

VALVE NUMBER ID TAG,

WIRE CONNECTORS
3M DBR/Y-6 WATERPROOF

36" WIRE LOOPS AND

BLACK ELECTRICAL TAPE

TAPE WIRES TO RISER USING

PVC PIPE,

BOTTOM AND SIDES OF VALVE BOX

LANDSCAPE FABRIC TO COVER THE

VALVE, SEE LEGEND FOR TYPE

ELECTRIC REMOTE CONTROL

2" MIN.

FINISHED GRADE IN TURF AREAS

PLASTIC, INLINE BASKET STRAINER WITH PRESSURE REGULATION

PER LEGEND

AS LATERAL

C
P
MIN.

PLANS, TYPE

LINE, SIZE PER

FOUR (4) REQUIRED

BRICK SUPPORTS,
4" MINIMUM DEPTH
3/4" CRUSHED GRAVEL,

FINISHED GRADE IN SHRUB AREAS

2"
USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.

USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.

NOTE:

SIZE PER RCV, ONE (1 ) PER ASSEMBLY
LASCO #896 PVC UNION, SLIP X MIPT,

LOW VOLTAGE WIRES FOLLOWING

MAINLINE PATH TO CONTROLLER

AND CONTROL STATION # ONTO LID.

AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT

PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED T-COVER

RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV"

K
SECTION VIEW - N.T.S.

SIZES 3/4" TO 2 1/2"

PIPE SIZES A

FINISH SOIL GRADE

A B C

D D D D
D

IRRIGATION NON-PRESSURE LATERAL LINE

IRRIGATION PRESSURE MAINLINE

LOW VOLTAGE CONTROL WIRES,

IN CONDUIT IF SPECIFIED ON LEGEND

UNDISTURBED SITE SOIL

CLEAN, COMPACTED BACKFILL SOIL,

CLEAN SOIL PIPE BEDDING, SEE CHART

SEPARATION BETWEEN PIPES AND

TRENCH WALLS, SEE CHART

12"
B
18"
C
18"
D
4"

SEE SPECIFICATIONS

CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM

OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811

OR LOG ONTO WWW.DIGALERT.ORG.

NOTE:

PIPE INSTALLATION

NOTE:

INSTALL FLUSH VALVE 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE.

VALVE BOX LIDS SHALL BE DARK GREEN. USE PURPLE COLORED LIDS WHEN

FINISHED GRADE

LINE PIPE, TYPE AND SIZE

DRIP SYSTEM DISCHARGE

AS SHOWN ON LEGEND,

OR 1" MINIMUM SIZE

HEADER, PVC LATERAL

4" 6"
2"
1"
CL
12"
INSTALL DRIP FLUSH VALVE HEAD 10"

OFF OF PAVEMENT OR THE EDGE OF

PLANTED AREA SERVED BY DRIP TUBING

SOIL

DISCHARGE HEADER SHALL BE

INSTALLED 12" BELOW FINISHED

SOIL GRADE, TYPICAL

DRIP TUBING ROW,

4" FROM HARDSCAPE

AMENDED

DRIP TUBING ROW, SEE PLANS

7" ROUND VALVE BOX

HEAT BRAND "FV" ONTO

LID OF THE BOX. TOP

OF BOX 2" ABOVE SOIL.

3/4" PVC THREADED CAP

ON A 17mm BARB X 3/4"

MIPT ADAPTER FITTING

NETAFIM SHUT OFF VALVE,

17mm BARB INLET AND

OUTLET

BLANK 17mm DRIP TUBING

LANDSCAPE FABRIC TO COVER

BOTTOM AND SIDES OF BOX

3/4" CRUSHED GRAVEL, 4"

MINIMUM DEPTH IN BOX

BRICK SUPPORTS,

TWO (2) REQUIRED

SCH 40 PVC SST TEE FITTING,

1" X 1" X 3/4", WITH A 17mm BARB

X 3/4" MIPT ADAPTER FITTING

10"
INSTALLED ON RECYCLED WATER SYSTEMS.

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 857 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architectu re S e rvices

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E
Project Issue Date: 03/23/2022

Ryan McKay

Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION

SP-FILE NO. :

DESIG NED BY :

DRAWN BY :

C HEC KED BY :

1 - -

R E V I S I O N S

DRAWING NO. :
#7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 03 /2 3 /2 02 2

CITY OF SANTA M ONIC A

Associa te Principal

Jeremy Klemic
700 FLOWER ST., Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
F: 213.266.5294
www.kpff.com

E:\Dropbox (Sweeney & Associates)\Drawings - Fort Collins\Drawings - Fort Collins\SWA\7th Street\L6.04 IRRIGATION DETAILS.dwg | KELSEY | ARCH FULL BLEED D (24.00 X 36.00 INCHES) | 6/8/2022 L6.06

IRRIGATION DETAILS
0 5' 10'
1" = 10'
- -
N

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

L
SECTION VIEW - N.T.S.

UNDER PEDESTRIAN PAVING

PIPE SIZES A

PAVING, SEE SITE PLANS

A B C

D D D D
D

IRRIGATION LATERAL LINE IN SLEEVE

IRRIGATION MAINLINE IN SLEEVE

LOW VOLTAGE CONTROL WIRES,

OR CONDUIT, IN SLEEVE

UNDISTURBED SITE SOIL

SAND BACKFILL COMPACTED TO

CLEAN SOIL PIPE BEDDING, SEE CHART

SEPARATION BETWEEN PIPES AND

TRENCH WALLS, SEE CHART

12"
B
24"
C
24"
D
4"
UNDER VEHICULAR PAVING 36" 36" 6"

EQUAL DENSITY OF EXISTING SOIL

OR PAVING BASE MATERIAL

24"

SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN

SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER.

USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE TWO TIMES THE SIZE OF THE PIPE.

CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR

TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG.

NOTE:

SLEEVE INSTALLATION
SECTION VIEW - N.T.S.

WIRE CONNECTION

AFTER CRIMPING CONCUCTORS WITH PROVIDED COPPER CRIMP, FILL CONNECTOR INSERT FULLY WITH

DS-300 WATERPROOF SEALANT. AFTER INSTALLING INSERT, SEALANT MUST BE VISIBLE IN WIRE HOLES

NOTE:

M N
12" 12" 12"
REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT.

5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR

QCV BOX, TYPICAL

18"
12"
BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT.

NOTE:

VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL

ALIGN BOX EDGES

BALL VALVE BOX, TYPICAL VALVE BOX, TYPICAL

EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING

18"
COLLAPSE AND / OR DEFORMATION OF VALVE BOXES.

4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE

EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT.

2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE

FACILITATE SERVICING OF THE VALVE OR EQUIPMENT.

1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO

3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE.

NOTE:

PLAN VIEW - N.T.S.

QCV
RCV
A13
RCV
A15
RCV
A14
BV

VALVE BOX LAYOUT

WITH RECOMMENDED TOOL

DS-100 WATERPROOF CONNECTOR INSERT,

CRIMP COPPER SLEEVE INSTALLED

STRIP AND TWIST COPPER CONDUCTORS

FOR PROPER CONNECTION

OUTER CASE OF DS-100 WATERPROOF CONNECTOR

#14 LOW VOLTAGE WIRES, 3 MAXIMUM

FILL CONNECTOR INSERT WITH DS-300 SEALANT

THROUGH OUTER CASE OF THE CONNECTOR.
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 858 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) U
L L
L L L

L L L L L

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

L I M I T O F W O R K

L I M I T O F W O R

L I M I T O F W O R
LL L

LL L LL LL LL L LL L LL L LL LL LL L LL LL LL LL LL LL LL LL LL LL L LL LL LL LL LL LL LL LL LL L LL LL LL LL LL L LL LL LL LL LL LL L LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL L L L L L LL LL

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH
7TH STREET

L I M I T O F W O R

PA PA PA PA PA PA PA PA PA PA PA A PA PA A PA PA PA PA PA PA PA LL LL
LL
LL

LL LL LL LL L LL LL LL LL L

LL LL LL LL L LL LL LL LL LL L L LL LL LL LL LL
LL
LL
LL
LL
LL
S S
S
S S
S S
S S S
S S
S
S S S

S S S S S
S
S S
S S
S
S S S
S
S S F
PF
PF PF
PF
PF
PF
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB

KB KB KB

LL LL LL LL LL LL LL LL LL L L L L L
VINES
LL
PA
PF
KB

GROUNDCOVER

SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME
PLANTING SCHEDULE - 7TH STREET

CONTAINER SIZE SPACING DETAIL REMARKS
WATER

REQUIREMENT
TREES

SHRUBS/GRASSES/GROUNDCOVERS

SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING DETAIL REMARKS WATER

REQUIREMENT
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L7.01
PLANTING PLAN - 7TH
STREET
0 5' 10'
1" = 10'

PLANTING SCHEDULE - 7TH STREET (CONTINUED)
38 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 859 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

OHU OHU OHU OHU OHU OHU OHU OHU OHU

L I M I T O F W O R

LL LL LL LL LL LL
CB
CB
CB
CB
CB
CB
CB
CB

LL LL LL LL LL LL

SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME
PLANTING SCHEDULE - 7TH STREET

CONTAINER SIZE SPACING DETAIL REMARKS
WATER

REQUIREMENT
TREES

SHRUBS/GRASSES/GROUNDCOVERS

VINES
CB
LL
PA
PF
KB

GROUNDCOVER
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L7.02
PLANTING PLAN - 7TH
STREET
0 5' 10'
1" = 10'

39 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 860 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
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RO RO RO
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SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME

PLANTING SCHEDULE - FUELING STATION

CONTAINER SIZE SPACING DETAIL REMARKS
WATER

REQUIREMENT

SHRUBS/GRASSES/GROUNDCOVERS

AS
AY
RO
BP
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L7.03

PLANTING PLAN - FUELING

STATION
0 5' 10'
1" = 10'

40 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 861 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) U

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU U U U OHU U U U OHU OHU U U U U U U 7TH STREET

L I M I T O F W O R

U OHU U

OHU OH OHU OHU OHU OHU OHU OHU OHU OHU OHU U OHU OH
7TH STREET

L I M I T O F W O R

OHU OHU OHU OHU OHU OHU OHU OHU OHU U

L I M I T O F W O R
ZONE SYMBOL DESCRIPTION AREA (SQ. FT)

HYDROZONE LEGEND -
7TH STREET
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L7.04
HYDROZONE PLAN - 7TH
STREET
0 5' 10'
1" = 10'

41 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 862 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
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ZONE SYMBOL DESCRIPTION AREA (SQ. FT)

HYDROZONE LEGEND -

FUELING STATION
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

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S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L7.05

HYDROZONE PLAN - FUELING

STATION
0 5' 10'
1" = 10'

42 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 863 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L8.01

SITE SECTIONS

AS INDICATED
43 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 864 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L8.02

SITE SECTIONS

AS INDICATED
44 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 865 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.01

PAVING DETAILS

AS INDICATED
45 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 866 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.02

WALL DETAILS

AS INDICATED
46 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 867 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.03

FENCE AND GATE DETAILS

AS INDICATED
-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 868 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.04

FENCE AND GATE DETAILS

AS INDICATED
-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 869 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) L
I
M
I
T
O
F
W
O
R
L
I
M
I
T
O F
W
O
R
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.05

FENCE AND GATE DETAILS

AS INDICATED
-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 870 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.06

BID ALT - PLANT PROTECTION

FENCE DETAILS

AS INDICATED
50 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 871 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.07

PEDESTRIAN GATE & DOOR

DETAILS

AS INDICATED
-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 872 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

STAINLESS STEEL BOWL

BY OTHERS
10" STEEL PIPE

OPTIONAL STEEL
SURFACE CARRIER 10

OPTIONAL SS
SURFACE CARRIERS 10

BY OTHERS
3/8" NYLON REINFORCED
NYLONBRAID TUBING W/ 1/2" MIP

(WATER SUPPLY)

PUSH BAR FOR

PET FOUNTAIN
M.D.F.

MOST DEPENDABLE

FOUNTAINS, INC.

MOST DEPENDABLE FOUNTAINS, INC.
5705 COMMANDER DR. P.O. BOX 587

ARLINGTON, TN 38002-0587
PHONE: (901) 867-0039
www.mostdependable.com

NLF9 INLINE
VACUUM

BREAKER

WATER IN

WATER OUT
NOTES:

1. PET FOUNTAIN IS PROVIDED WITH AN IN-LINE VACUUM BREAKER, PLUS A 1 GPM FLOW RESTRICTOR.

2. OPTIONAL STAINLESS STEEL SURFACE CARRIER RECOMMENDED.

3. SHOWN WITH STAINLESS STEEL SURFACE CARRIER TEMPLATE 10.

4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

5. DO NOT SCALE DRAWING.

6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 3354-9.1.

ACCESS
DOOR
2", 3" OR 4" OPEN HUB DRAIN,

IF POSSIBLE, OR RIDGID

CONNECTION.

WATER

OPEN HUB DRAIN

PET FOUNTAIN
1/2" X 12" ZINC

PLATED ROD

PLAN VIEW SECTION

SECTION
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

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R E V I S I O N S

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SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.08

AMENITY DETAILS

AS INDICATED
-
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09/16/22
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4.G.b
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SYMBOL DESCRIPTION MATERIAL PRODUCT COLOR REMARK
In-Training / Injured Dog Off-Leash Area
Small Dog Off-Leash Area
Small Dog Off-Leash Area
Large Dog Off-Leash Area
Large Dog Off-Leash Area
Large Dog Off-Leash Area

SIGNAGE SCHEDULE

SYMBOL DESCRIPTION MATERIAL PRODUCT COLOR REMARK
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

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R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.09

SIGNAGE DETAILS

AS INDICATED
SIGNAGE SCHEDULE (CONT.)
53 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 874 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

SIGNAGE SCHEDULE

SYMBOL DESCRIPTION MATERIAL PRODUCT COLOR REMARK SYMBOL DESCRIPTION MATERIAL PRODUCT COLOR REMARK S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.09A

BID ALT - SIGNAGE DETAILS
0 4' 8'
= 1'-0"

SIGNAGE SCHEDULE (CONT.)
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4.G.b
Packet Pg. 875 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

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P R O J E C T

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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 05/26/2022 Plancheck Resubmittal 1

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.10

SIGNAGE DETAILS

AS INDICATED
-
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 876 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205
SANTA MONICA, CA 90401
FAX. ( 310 ) 399-1541
Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

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Project Issue Date: 03/23/2022
Ryan McKay
Jeremy Klemic
SP2577
SWA Group
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:

SUBMITTED BY :

DATE : 03/23/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com
+1.213.236.9090 o

700 FLOWER ST., Suite 2100

Los Angeles, CA 90017

O: 213.418.0201

F: 213.266.5294

www.kpff.com
L9.11

PLANTING DETAILS

AS INDICATED
56 81
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 877 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

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D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

O FE RP DERET
SI GER

REE NI GNE
L A ON
S S I

C A L I FO RN I A

S T A T E O F
SIGNED: 05/23/2022
No. M40230

M E C HA N I C A L

SHAHPOOR KHOSRAV I TAFT
YAZD
P001

GENERAL NOTES,

LEGEND,

ABBREVIATIONS

AND SHEET INDEX

1 5

SHEET INDEX

SHEET DESCRIPTION
P001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND SHEET INDEX

P002 SCHEDULES
P1 01 SITE PLAN
P201 ENLARGED PLANS

P601 DETAILS

ABBREVIATION DESCRIPTION
@ AT

A/C ABOVE CEILING

ABV ABOVE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFSR AUTOMATIC FIRE SPRINKLER RISER

B/F BELOW FLOOR

B/G BELOW GRADE

BEL BELOW

BFP BACKFLOW PREVENTER

BTM BOTTOM

BV BALL VALVE

CI CAST IRON

CIP CAST IRON PIPE

CLG CEILING

COTG CLEAN-OUT TO GRADE

CU CUBIC

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DS DOWNSPOUT

DWG DRAWING(S)

EQUIP EQUIPMENT

EWC ELECTRICAL WATER COOLER

EXIST / (E) EXISTING

F/A FROM ABOVE

F/B FROM BELOW

FCO FLOOR CLEAN-OUT

FD FLOOR DRAIN

FF FINISHED FLOOR

FM FORCE MAIN

FS FLOOR SINK

FT FEET

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

H&CW HOT AND COLD WATER

H/L HIGH LEVEL

HDR HEADER

IN INCHES
L or LAV LAVATORY

MAX MAXIMUM

MIN MINIMUM

MTD MOUNTED

NTS NOT TO SCALE

OS & Y OPEN SCREW AND YOKE

POC POINT OF CONNECTION

POD POINT OF DISCONNECTION

PSI POUNDS PER SQUARE INCH

RD ROOF DRAIN

RI & C ROUGH-IN AND CONNECT

SOV SHUT-OFF VALVE

SQ SQUARE

SS SERVICE SINK

T/A TO ABOVE

T/B TO BELOW

TP TRAP PRIMER

TYP TYPICAL

U URINAL

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

VTR VENT THRU ROOF

W/ WITH

WC WATER CLOSET

WCO WALL CLEAN-OUT

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

SYMBOL DESCRIPTION

NOTE CALLOUT

DETAIL CALLOUT

- NUMBER ON TOP DENOTES DETAIL NUMBER

- NUMBER ON BOTTOM DENOTES SHEET DETAIL IS

SHOWN

PLUMBING FIXTURE CALLOUT, SEE PLUMBING PLANS

FOR EXACT LOCATION AND REQUIREMENTS

EQUIPMENT CALLOUT, SEE PLUMBING PLANS FOR

EXACT LOCATION AND REQUIREMENTS

SECTION CALLOUT

POINT OF CONNECTION

POINT OF DISCONNECTION

NEW PIPE (SIZE-SERVICE)

EXISTING PIPE/EQUIPMENT

DEMOLISHED PIPE/EQUIPMENT

SANITARY VENT

DOMESTIC / INDUSTRIAL HOT WATER RETURN

DOMESTIC / INDUSTRIAL HOT WATER SUPPLY

DOMESTIC / INDUSTRIAL COLD WATER

VALVE AT DROP

VALVE AT RISE

ELBOW DOWN

PIPE TEE UP & DOWN OR ELBOW UP

PIPE TEE DOWN

PIPE TEE UP

SOLENOID VALVE

GATE VALVE

BALL VALVE

BALANCING VALVE

PRESSURE REDUCING VALVE

CHECK VALVE, SWING

PLUG VALVE

STRAINER, Y-TYPE

FLOW METER

BACKFLOW PREVENTER

HOSE BIBB

FLOOR DRAIN
FLOOR SINK, 1 /2 GRATE

AREA DRAIN / INDUSTRIAL RECEPTOR

SHUT-OFF VALVE IN YARDBOX

FLOOR CLEANOUT

CLEANOUT TO GRADE

WALL CLEANOUT

WATER HAMMER ARRESTOR

TRAP PRIMER
-
-
-
-
-
-
-
-
4" CHWR
S
FM

LEGEND ABBREVIATIONS GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH THE 201 9 EDITIONS OF THE CALIFORNIA BUILDING, MECHANICAL, PLUMBING, AND OTHER APPLICABLE FEDERAL, STATE, OR LOCAL CODES AS ADOPTED AND ENFORCED BY

THE LOCAL JURISDICTION. IN CASE THE PLANS SHOW MORE STRINGENT REQUIREMENTS, THE PLANS SHALL GOVERN THE DESIGN, YET NOTHING ON THE DESIGN DOCUMENTS SHALL BE INTERPRETED AS

AUTHORITY TO VIOLATE CODE(S) OR REGULATION(S).

2. SUBMISSION OF BID IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE UNDER WHICH THE CONTRACTOR WILL BE OBLIGATED TO OPERATE UNDER THIS

CONTRACT. NO EXTRA CHARGE WILL BE ALLOWED FOR FAILURE OF ANY BIDDER TO EXAMINE THE SITE PRIOR TO BID.

3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL".

4. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON DESIGN PLANS / SPECIFICATIONS WITH CODE REQUIREMENTS, THE MORE STRINGENT STANDARD SHALL PREVAIL.

5. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES PRIOR TO FABRICATION, PURCHASE AND/OR INSTALLATION OF ALL WORK.

6. CONTRACTOR SHALL FURNISH LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION AS REQUIRED TO PROPERLY INSTALL ALL PLUMBING SYSTEMS OR RELATED COMPONENTS AS INDICATED ON PLANS

AND SPECIFIED HEREIN.

7. CONTRACTOR SHALL DOCUMENT AND RELAY ANY MAJOR DEVIATIONS FROM THE DESIGN DOCUMENTS, AND ATTAIN APPROVAL FROM THE MECHANICAL ENGINEER BEFORE PROCEEDING. AS-BUILT

COPIES SHALL BE PROVIDED INDICATING ALL CHANGES / DEVIATIONS MADE DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETED AS-BUILT DRAWINGS IN THE LATEST VERSION OF

AUTOCAD OR REVIT.

8. NO PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIOR REVIEW WITH THE FACILITY TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED.

IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, REMOVAL OR DISCONNECTION, SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE FACILITY INDICATING WHICH

AREAS WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, AND FOR HOW LONG A PERIOD OF TIME.

9. THE ARRANGEMENT OF EQUIPMENT AND PIPING SHOWN ON THE DRAWINGS IS BASED UPON INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF DESIGN AND IS NOT INTENDED TO SHOW EXACT

DIMENSIONS PECULIAR TO A SPECIFIC MANUFACTURER. THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND SOME FEATURES OF THE ILLUSTRATED EQUIPMENT INSTALLATION MAY REQUIRE REVISION TO

MEET ACTUAL EQUIPMENT INSTALLATION REQUIREMENTS. STRUCTURAL SUPPORTS, FOUNDATIONS, CONNECTED PIPING, VALVES, PIPE SUPPORTS AND ELECTRICAL CONDUIT SPECIFIED MAY HAVE TO BE

ALTERED OR ADDITIONAL ITEMS REQUIRED TO ACCOMMODATE THE EQUIPMENT PROVIDED. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH REVISIONS, ALTERATIONS AND / OR ADDITIONS.

1 0. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W1 001. SEE ARCHITECTURAL PLANS FOR ALL WALL LOCATIONS.

1 1. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTERS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL.

1 2. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT

NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE.

1 3. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INDICATED ON DRAWINGS.

1 4. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS.

15. ALL SOIL AND WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED.

1 6. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL EQUIPMENT AND FIXTURES. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE

COORDINATED IN FIELD.

1 7. CLEANOUTS SHALL BE PROVIDED PER 201 9 CPC SECTION 707.0 & 71 9.0 AND TO THE FOLLOWING LOCATIONS:

A. AT EVERY 1 00 FT OF STRAIGHT RUN OF HORIZONTAL PIPING .

B. AT EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING ONE HUNDRED THIRTY-FIVE (1 35) DEGREES.

C. AT EACH HORIZONTAL DRAINAGE PIPE UPPER TERMINAL

20. ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET CALGREEN MANDATORY REQUIREMENT OF 20% REDUCED FLOW RATE SPECIFIED IN TABLE 5.303.2.3.

21. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATION OR MODIFICATIONS TO STRUCTURAL ELEMENTS BY CUTTING, DRILLING, BORING, BRACING, WELDING ETC. SHALL HAVE WRITTEN

APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO START WORK.

ABBREVIATION DESCRIPTION

CW DOMESTIC COLD WATER

IW INDIRECT WASTE

S SANITARY

W WASTE

PIPE SYSTEM ABBREVIATIONS
A.Lagasca
S.Khosravi
22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 878 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic

O FE RP DERET
SI GER

REE NI GNE
L A ON
S S I

C A L I FO RN I A

S T A T E O F
SIGNED: 05/23/2022
No. M40230

M E C HA N I C A L

SHAHPOOR KHOSRAV I TAFT
YAZD
P002

SCHEDULES
2 5
A.Lagasca
S.Khosravi

FIXTURE SCHEDULE

MARK FIXTURE

MINIMUM PLUMBING ROUGH-INS
FLOW
RATE

REMARKS

CW HW S / W V
B. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS AND SPECIFICATION SECTION 22 1 000.

NOTE: .

A. ALL FIXTURES SHALL BE PROVIDED WITH MINIMUM ROUGH-IN CONNECTIONS AS INDICATED IN THIS SCHEDULE OR PER MANUFACTURERS RECOMMENDATIONS. THE PLUMBING CONTRACTOR SHALL RUN ALL SERVICE LINES, ROUGH-IN AND MAKE FINAL

CONNECTIONS TO ALL FIXTURES. PLUMBING CONTRACTOR SHALL FURNISH AND SHALL ALL TRIMS, FLUSH VALVES, TAILPIECES, STRAINERS, P-TRAPS, TRAP ARMS, HOT & COLD WATER STOPS AND FAUCETS AS REQUIRED.

1. DRAIN PIPING SANITARY AND SEWER WASTE

BELOW GRADE:

2. 3.

DOMESTIC WATER PIPING

BELOW GRADE:

4. DOMESTIC WATER PIPING

ABOVE GRADE:

5 6.

7. 8.

9. PIPING MATERIALS

CAST IRON "NO-HUB" PIPE CONFORMING TO CISPI 301 AND ASTM A 888 WITH NEOPRENE GASKET AND HEAVY DUTY, SHIELDED, STAINLESS-STEEL 4 OR 6 BAND COUPLINGS.

TYPE 'L' COPPER TUBING, HARD DRAWN CONFORMING TO ASTM B 88, WITH WROUGHT COPPER SOLDER SWEAT FITTINGS AND LEAD-FREE SOLDER JOINTS.

PIPE PROTECTION: ALL UNDERGROUND METALLIC PIPE WETHER BURIED OR ENCASED SHALL BE WRAPPED WITH ANTI-CORROSIVE 20 MIL PVC TAPE AND PRIMED OR INSTALLED IN 8 MIL

POLYETHYLENE SLEEVE CONFORMING TO ASTM D-1 248 AND/OR ANSI/AWWA C1 05/A21.5.

PIPE PROTECTION: PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS JOINING DISSIMILAR METALS. LEAD FREE BRASS UNIONS WITH 6-INCH LEAD FREE BRASS NIPPLE.

TRACER WIRE: ALL UNDERGROUND PLASTIC PIPE SHALL BE INSTALLED WITH BARE COPPER WIRE, TYPE TW, SIZE AWG#1 2 PLACED AND SECURED ON TO THE TOP OF THE

MAINS AND BRANCHES WITH ALL WIRE TO WIRE CONNECTIONS SOLDERED FOR CONTINUITY.

QUALITY ASSURANCE: THE PIPING SYSTEMS SHALL BE CONSTRUCTED FROM MATERIALS EXTRUDED AND MOLDED USING THE SAME COMPOUND MANUFACTURER.

QUALITY ASSURANCE: BOTH THE PIPE AND FITTINGS SHALL BE MANUFACTURED IN NORTH AMERICA AND MEET OR EXCEED THE REQUIREMENTS SET FORTH BY THE AMERICAN SOCIETY

FOR TESTING MATERIALS (ASTM) AND ANSI/NSF STANDARDS 1 4 AND 61.

TYPE 'K' COPPER TUBING, HARD DRAWN CONFORMING TO ASTM B 88, WITH WROUGHT COPPER FITTINGS AND LEAD-FREE BRAZED JOINTS. AVOID UNNECESSARY JOINTS BELOW SLAB.

PIPE WRAP ALL UNDERGROUND PIPING.

CAST IRON "NO-HUB" PIPE CONFORMING TO CISPI 301 AND ASTM A 888 WITH NEOPRENE GASKET AND HEAVY DUTY, SHIELDED, STAINLESS-STEEL 4 OR 6 BAND COUPLINGS.

PIPE WRAP ALL UNDERGROUND PIPING.

MOST DEPENDABLE FOUNTAINS MODEL 300-SMSS OUTDOOR, 304 STAINLESS STEEL, NON-FILTERED AND NON-REFRIGERATED

PEDESTAL DRINKING FOUNTAIN WITH INTEGRAL VACUUM BREAKER, STAINLESS STEEL BOWL, PUSH-BUTTON OPERATED VALVES.

PROVIDE WITH 1 0" STAINLESS STEEL SURFACE CARRIER. COORDINATE COLOR AND TEXTURE WITH ARCHITECT.

DF-1 PEDESTAL DRINKING FOUNTAIN 3/4" - 2" - 1.0 GPM

DRAIN PIPING SANITARY AND

SEWER WASTE ABOVE GRADE:

22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 879 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 7T TREE 1
P201 2
P201
3/4" CW
3/4" CW
1 3/4" CW
3/4" CW
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING

UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

REE NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. M40230
M E C
H
A
N
I
C A L

SHAHPOOR
KHOS
RAV
I

TAFT YAZD
P101

SITE PLAN

3 5
0 40
SCALE: 1" = 40'

A.Lagasca
S.Khosravi
NOTES
POINT OF CONNECTION TO SITE UTILITIES. REFER TO CIVIL

SITE PLAN C1.20 FOR CONTINUATION.

1 22BLD-1006

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4.G.b
Packet Pg. 880 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 2 DF-1 DF-1
2 1
3 2" S
3/4" CW
B/G
B/G
3 2" S
3/4" CW
B/G
B/G
DF-1
2 2 DF-1
1 3
2" S
3 3/4" CW
B/G
B/G
3/4" CW
2" S
B/G
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

REE NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. M40230
M E C
H
A
N
I
C A L

SHAHPOOR
KHOS
RAV
I

TAFT YAZD
P201

ENLARGED SITE PLANS

3 5
0 10
SCALE: 1" = 10'

NORTH AREA ENLARGED PLAN

1" = 1 0'-0"
1 CENTER AREA ENLARGED PLAN
1" = 1 0'-0"
2 A.Lagasca
S.Khosravi
NOTES
REFER TO PLUMBING SITE PLAN P1 01 FOR CONTINUATION.

PROVIDE 3/4" CW AND 2" W DOWN TO DRINKING FOUNTAIN

(DF-1).

DISCHARGE 2" W FROM DRINKING FOUNTAIN TO DRYWELL

IN LANDSCAPE AREA. REFER TO DETAIL 1 /P601 .

12 22BLD-1006

3 09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 881 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T
7TH STREET FENCING UPGRADE AND

ACTIVATION

P R O J E C T

S U B M I T T A L

100% CONSTRUCTION

DOCUMENTS

D A T E

Project Issue Date: 03/23/2022

SP2577
NO. DATE DESCRIPTION
SP-FILE NO. :

DRAWN BY :

CHECKED BY :
1 - -

R E V I S I O N S

DRAWING NO. : #7094
SHEET NUMBER:

SHEET TITLE:

SHEET: OF:
1620 6TH STREET
SANTA MONICA, CA 90401

SUBMITTED BY :

DATE : 05/25/2022

CITY OF SANTA MONICA
Associate Principal
Jeremy Klemic
O
F
E
RP

DERET SI GER

REE NI GNE
L A
ON
S
S
I
C
A
L
I

FO RN I A

S T A T E
O
F
SIGNED: 05/23/2022
No. M40230
M E C
H
A
N
I
C A L

SHAHPOOR
KHOS
RAV
I

TAFT YAZD
P601

DETAILS
5 5

NOT USED
6 NO SCALE

NOT USED
4 NO SCALE

NOT USED

NO SCALE
2 NOT USED 5 NO SCALE

NOT USED
3 NO SCALE
A.Lagasca
S.Khosravi
6" MIN. OF PEA GRAVEL

36"
4"
1 2"
1 2"MIN.

FINISH GRADE/LANDSCAPE

3"MIN.

DETAIL NOTES

8" DIA. TRAFFIC WEIGHT GALVANIZED COVER WITH BROOKS

CONCRETE YARD BOX LABELED "WASTE". LOCATE 4 FT.

MINIMUM AWAY FROM DRINKING FOUNTAIN, PREFERABLY IN A

LANDSCAPE AREA.

WASTE PIPE FROM FREE-STANDING DRINKING FOUNTAIN. SEE

FLOOR PLANS FOR ROUTING. PROVIDE 3" MINIMUM AIR GAP TO

TOP OF PEA GRAVEL.

PROVIDE 8"Ø x 3 FT. DEEP SECTION OF PERFORATED PVC PIPE.

FILL PIPE AND SURROUND PIPE WITH PEA GRAVEL.

FILTER FABRIC WRAPPING SHALL BE USED BETWEEN THE

GRAVEL AND UNDISTURBED SOIL. THE FABRIC SHALL BE

PERMEABLE, NON-WOVEN AND SHALL BE MANUFACTURED

FROM POLYESTER, NYLON OR POLYPROPYLENE.

PIPE PROTECTION: ALL UNDERGROUND METALLIC PIPE

WETHER BURIED OR ENCASED SHALL BE WRAPPED WITH

ANTI-CORROSIVE 20 MIL PVC TAPE OR INSTALLED IN 8 MIL

POLYETHYLENE SLEEVE CONFORMING TO ASTM D-1 248

AND/OR ANSI/AWWA C1 05/A21.5.

CAULK AROUND OPENING

1234567

AT BOTTOM OF PIPE
1 8"
2 6
345
1 DRYWELL DETAIL - FROM DF

NO SCALE
-
7 22BLD-1006

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4.G.b
Packet Pg. 882 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPVD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL; ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWPA AMERICAN WOOD PRESERVERS ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

& AND
@ AT

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAIL

BNDRY BOUNDARY

BOT OR B BOTTOM

BRC BRACE

BRG BEARING

BT BENT

BTWN BETWEEN

CANT CANTILEVER

CAM OR C CAMBER

CC CENTER TO CENTER

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE
CJ CONSTRUCTION JOINT; CONTROL JOINT

CL CENTER LINE

CLR CLEARANCE; CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSION

CONC CONCRETE
CONN CONNECTION; CONNECT

CONSTR CONSTRUCTION
CONT CONTINUE; CONTINUOUS

CONTR CONTRACTOR

CJP COMPLETE JOINT PENETRATION WELD

CTR CENTER
CTSK COUNTERSINK; COUNTERSUNK

CU FT CUBIC FOOT
d PENNY (NAIL OR BAR DIA)

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DOUGLAS FIR/LARCH

DIA OR ø DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DN DOWN

DO DITTO (REPEAT)

DWG DRAWING

DWL DOWEL

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAIL

ENGR ENGINEER

EQ EQUAL OR EQUIVALENT

EQUIP EQUIPMENT

ES EACH SIDE

ETC ET CETERA

EW EACH WAY
EXIST or (E) EXISTING

EXT EXTERIOR

FDN FOUNDATION

FF FAR FACE

FF FINISHED FLOOR

FIN FINISH

FJ FLOOR JOIST

FL FLOOR LINE

FLG FLANGE

FLR FLOOR

FN FIELD NAIL

FOC FACE OF CONCRETE

FOM FACE OF MASONARY

FOS FACE OF STUD

FOW FACE OF WALL

FP FULL PENETRATION; FIRE PROOFING

FRMG FRAMING
FS FULL SIZE; FAR SIDE

FT FOOT; FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GLB GLUED LAMINATED BEAM

GR GRADE

GRND GROUND
H or HORIZ HORIZONTAL

HDR HEADER

HGR HANGER

HOSP HOSPITAL

HP HIGH POINT

HS HIGH STRENGTH
HSH

HT HEIGHT

HR HARD ROCK

ID INSIDE DIAMETER

IF INSIDE FACE

I-JST I-JOIST

IN INCH

INCL INCLUDE

INFO INFORMATION

INSP INSPECTION

INT INTERIOR

JST JOIST

JT JOINT
K KIPS

KSI KIPS PER SQUARE INCH

LAB LABORATORY

LB(S) OR # POUND(S)

LF LINEAL FOOT

LIN LINEAL; LINEAR

LLBB LONG LEGS BACK-TO-BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LSL LONG SLOTTED HOLES

LT WT LIGHTWEIGHT

LVL LEVEL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL SHAPE

MECH MECHANICAL

MFR MANUFACTURER
MIN MINIMUM; MINUTE

MISC MISCELLANEOUS
(N) NEW

N NORTH

NF NEAR FACE

NIC NOT IN CONTRACT

NORM NORMAL
NO or # NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

OSB ORIENTED STRAND BOARD

PARA OR // PARALLEL

PC PRECAST; PIECE

PERP PERPINDICULAR

PI PLYWOOD INDEX

PL PLATE

PROPERTY LINE

PLF POUNDS PER LINEAL FOOT

PLCS PLACESPLY PLYWOOD

PROP PROPERTY

PT POST TENSIONED

PW PLATE WASHER

PJP PARTIAL JOINT PENETRATION WELD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT
# POUND; NUMBER

REF REFERENCE
REINF REINFORCE; REINFORCING

REQD REQUIRED

RF ROOF
Ø DIAMETER

SCHED SCHEDULE

SECT SECTION

SEP SEPERATION

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SLBB SHORT LEGS BACK-TO-BACK

SOG SLAB ON GRADE

SPCG SPACING

SPECS SPECIFICATIONS

SPCL SPECIAL

SQ SQUARE

SS SELECT STRUCTURAL

SSL SHORT SLOTTED HOLES

STAGG STAGGER

STD STANDARD

STIFF STIFFENERS

STIRR STIRRUP

STL STEEL

STRUCT STRUCTURAL

STRUCT I STRUCTURAL I

SW SHEAR WALL

SYM SYMMETRICAL

TB TIE BEAM

T & B TOP AND BOTTOM

T & G TONGUE & GROOVE
TOC TOP OF CURB; TOP OF CONCRETE

TOF TOP OF FOOTING

TEMP TEMPERATURE; TEMPORARY

THRU THROUGH

THK THICKNESS/THICK

THR THREADED
TOP or T TOP

TOS TOP OF STEEL/TOP OF SLAB

TOW TOP OF WALL

TSG TAPERED STEEL GIRDER

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UNO UNLESS NOTED OTHERWISE

UT ULTRA-SONIC TEST

VERT VERTICAL

VSH VERTICAL SLOTTED HOLES

W/ WITH

W/O WITHOUT

WD WOOD
WP WORK POINT; WATERPROOF

WT WEIGHT

WWF WELDED WIRE FABRIC

STRUCTURAL STEEL SHAPES

Wx W SHAPE
Cx AMERICAN STD CHANNEL SHAPE

MC MISC CHANNEL SHAPE

Lx ANGLE SHAPE

WT, ST, MT STRUCT TEE SHAPE

PIPE STANDARD PIPE SHAPE

PIPE-X EXTRA STRONG PIPE SHAPE

PIPE-XX DBL EXTRA STRONG PIPE SHAPE

HSS STRUCT TUBING SHAPE

ABBREVIATIONS

HORIZONTALLY SLOTTED HOLES

SYMBOLS SHEET INDEX

SECTION REFERENCE BUBBLE

DETAIL REFERENCE BUBBLE WITH ARROW

DETAIL REFERENCE BUBBLE

FULL HEIGHT SECTION

INDICATOR

BUILDING SECTION INDICATOR

ELEVATION OF WALL OR FRAME

NORTH ARROW

SLOPE

EARTH LAYER

STEPPED SURFACE; FLOOR

DEPRESSION

SLOPED SURFACE

INDICATES SAND OR

GROUT

INDICATES GRAVEL

WELDED WIRE FABRIC

(WWF LAYER)

STEEL TUBE COLUMN

STEEL PIPE COLUMN

WIDE FLANGE STEEL COLUMN

MEMBER SPLICE

STEEL IN CROSS SECTION

DIRECTION OF SPAN

X
SX.X
X
SX.X
X
SX.X
X
SX.XX
SX.XX
SX.XX
SX.X N
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States

www.swagroup.com

+1.213.236.9090 o
700 S.FLOWER ST, ST 2100

Los Angeles, CA 90017

O: 213.418.0201
www.kpff.com

Project Issue D a te: 03 /2 3 /2 02 2

1 06/10/2022 Plancheck Resubmittal 1

J erem y Klem ic

C O N S U L T A N T

L A N D S C A P E A R C H I T E C T

P R O J E C T

S U B M I T T A L

D A T E
N O. DATE DESC RIPTION

SP-FILE N O. :

C HEC KED BY :

R E V I S I O N S

DRAW IN G N O. :

SHEET N UM BER:

S HEET TITLE:

SH EET: OF:

SU BMITTED BY :

DATE : 03 /23 /2 02 2

CITY OF SAN TA M ONIC A

Associa te Principa l

DRAW N BY :

DESIG NED BY :

Revit: 2 020
K:\2020\2000758-1 2 - 7 th S tree t Activa tion Site Elem ents\6 SRevit

100% CONSTRUCTION
DOCUMENTS 7TH STREET FENCING

UPGRADE AND ACTIVATION
1620 6TH STREETSANTA MONICA, CA
90401
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

TLF
RT
SP2577
ACM
#2000758

ABBREVIATIONS,

SYMBOLS &
INDEX
S0.00

SHEET NUMBER SHEET NAME

S0.00 ABBREVIATIONS, SYMBOLS & INDEX

S0.01 STRUCTURAL GENERAL NOTES

S1.00 STRUCTURAL TYPICAL DETAILS

S1.01 STRUCTURAL TYPICAL DETAILS

22BLD-1006

09/16/22
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4.G.b
Packet Pg. 883 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY

DISCREPANCIES OR INCONSISTENCIES.

2. ALL DRAWINGS, SPECIFICATIONS AND DOCUMENTS ENUMERATED IN THE OWNER/CONTRACTOR AGREEMENT ARE CONSIDERED TO BE

PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL

DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK

PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE

CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:

2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATEST REVISIONS ADOPTED PRIOR TO

PERMITTING REFERRED TO HERE AS “THE CODE”, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION

OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN

THESE NOTES AND SPECIFICATIONS.

5. ALL REFERENCED STANDARDS SHALL BE THE VERSION INDICATED IN CHAPTER 35 OF THE CODE.

6. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

A. SIZE AND LOCATION OF ALL FENCES, GATES, AND SIGNAGE.

B. SIZE AND LOCATION OF ALL SEATING AND DISPLAY FEATURES.

7. CIVIL DRAWINGS DRAWINGS FOR THE FOLLOWING:

A. SITE SURVEY, GRADING, AND DRAINAGE PLANS.

8. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PROVIDE

ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BRACING, SHORING FOR LOADS DUE TO

CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDE REVIEW OF THE

ABOVE ITEMS.

9. INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS

CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, NOTIFY THE ARCHITECT IMMEDIATELY.

10. OBTAIN AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS BEFORE STARTING WORK

WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1 -800-227-2600.

11. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATING AND SHORING REQUIRED AND SHALL BE

SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY,

STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

12. THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES PRIOR TO EXCAVATION OR SHORING. SINCE THE

SURVEY WAS BASED PRIMARILY ON PUBLIC RECORDS, THERE MAY BE DISCREPANCIES BETWEEN THE LOCATION INDICATED ON THE SITE

SURVEY AND ACTUAL VERIFIED LOCATIONS. IF THE ACTUAL FIELD VERIFIED LOCATION OF UTILITIES COULD RESULT IN A CONFLICT WITH

THE NEW CONSTRUCTION OR SHORING, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

13. HEAVY EQUIPMENT, CRANES AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR ADJACENT TO BASEMENT WALLS UNLESS

APPROVED BY THE ARCHITECT.

14. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS, BLOCKOUTS,

OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING.

15. VERIFY THAT THE ACTUAL OPERATING WEIGHT OF ALL EQUIPMENT DOES NOT EXCEED THAT SHOWN ON THE DRAWINGS. NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION.

GENERAL

1. DEAD LOADS

SELFWEIGHT OF MATERIALS

CONCRETE 150 PSF

2. FENCE (HANDRAIL) LIVE LOADS:

CONCENTRATED 200 LBS
DISTRIBUTED 50 PLF

3. WIND LOADS:

WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF THE CODE.

RISK CATEGORY: II
WIND SPEED: Vult = 94 MPH (3-SECOND GUST)

WIND EXPOSURE: B

4. SEISMIC LOADS:

SEISMIC ANALYSIS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE.

SEISMIC IMPORTANCE FACTOR I = 1.0

RISK CATEGORY II
MAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.926
PARAMETERS S1 = 0.687
DESIGN SPECTRAL RESPONSE ACCELERATION SDS = 1.541
PARAMETERS SD1 = 0.779

SEISMIC DESIGN CATEGORY D

SITE CLASS D (DEFAULT)

ANALYSIS PROCEDURE USED STATIC LATERAL FORCE PROCEDURE

DESIGN LOADS

1. FOUNDATION DESIGN BASED ON THE GEOTECHNICAL INVESTIGATION REPORT BY GROUP DELTA CONSULTANTS, INC. DATED MAY 11, 2021.

2. FOUNDATIONS SHALL BEAR ON FIRM NATURAL SOIL OR COMPACTED FILL. ALL UNSUITABLE SOILS SHALL BE REMOVED AND RECOMPACTED

UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR HIS/HER REPRESENTATIVE. REFER TO THE GEOTECHNICAL REPORT AND

PROJECT SPECIFICATIONS FOR EXTENT OF REMOVAL AND COMPACTION REQUIREMENTS.

3. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:

ALLOWABLE BEARING(*) = 1000 PSF
ALLOWABLE POLE END BEARING = 3000 PSF

ALLOWABLE LATERAL POLE BEARING = 200 PSF/FT

ALLOWABLE BEARING MAY BE INCREASED BY 1 /3 FOR WIND AND SEISMIC. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENT FINAL

GRADE SHALL BE 1'-6".

4. REFER TO GEOTECHNICAL REPORT FOR GROUNDWATER ELEVATION. CONTRACTOR TO PROVIDE DE-WATERING OF EXCAVATIONS FROM

EITHER SURFACE WATER, GROUND WATER AND/OR SEEPAGE, IF REQUIRED.

5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.

CONTRACTOR TO NOTIFY THE SOILS ENGINEER WHEN INSPECTION OF EXCAVATION IS READY. SOILS ENGINEER TO SUBMIT LETTER OF

COMPLIANCE.

6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT

HAS ATTAINED FULL DESIGN STRENGTH. BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL

ATTACHING FLOORS ARE IN PLACE AND HAVE ATTAINED FULL STRENGTH. CON TRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND

INSTALLATION OF SUCH BRACING.

7. FOOTING BACKFILL AND UTILITY BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH

THE SOILS REPORT AND APPROVED BY THE SOILS ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT

FOUNDATIONS SHALL BE INSPECTED BY THE SOILS ENGINEER REPRESENTATIVE.

8. REMOVE ALL ABANDONED FOOTINGS, UTILITIES, ETC.

FOUNDATION

1. STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNEE IN

ACCORDANCE WITH SECTION 1704.6 OF THE CODE.

2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL

SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO

THE APPROVED PLANS AND SPECIFICATION. STRUCTURAL OBSERVATION DOES NOT WAVE THE RESPONSIBILITY FOR

THE INSPECTIONS REQUIRED OF THE CITY OR DEPUTY INSPECTORS.

3. THE CONTRACTOR SHALL COORDINATE AND CALL FOR A PRE-CONSTRUCTION MEETING BETWEEN THE ENGINEER OR

ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN. STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED

SUBCONTRACTORS, PROJECT INSPECTOR. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR

STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE

STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS.

4. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK THAT

ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED.

AT A MINIMUM, FOUNDATION AND CONCRETE WALL REINFORCEMENT AND CASTINGS REQUIRE A SITE VISIT AND AN

OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER

5. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT FOR EACH SIGNIFICANT STATE OF CONSTRUCTION

OBSERVERD. A COPY OF THE OBSERVATION REPORT SHALL BE SENT TO THE OWNER, CONTRACTOR AND INSPECTOR

OF RECORD (IOR).

STRUCTURAL OBSERVATIONS

1. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS INSPECTION BY A PROJECT INSPECTOR

APPROVED BY THE JURISDICTION.

A. CONCRETE.

B. BOLTS INSTALLED IN CONCRETE.

C. PLACING OF REINFORCING STEEL.

D. ALL STRUCTURAL WELDING, INCLUDING REINFORCING STEEL.

E. SEE GEOTECHNICAL ENGINEER'S REPORT FOR SPECIFIC INSPECTION REQUIREMENTS BY A SOILS ENGINEER

REPRESENTATIVE.

2. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE

CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS.

SPECIAL INSPECTIONS

1. TEST AND INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 17, SECTION 1704 OF THE CODE.

2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER

APPROVED BY THE CITY.

3. A PROJECT INSPECTOR EMPLOYED BY THE OWNER AND APPROVED BY THE CITY SHALL PROVIDE CONTINUOUS

INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24

CALIFORNIA CODE OF REGULATIONS.

TEST AND INSPECTION REQUIREMENTS

LOCATIONS IN STRUCTURE

STRENGTH
(PSI)

DENSITY
(PCF)

MAX W/C
RATIO
ALL CONCRETE 4,000 145 0.45

CONCRETE

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI

318, LATEST EDITION.

2. REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD".

3. CONCRETE MIXTURES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND REVIEWED BY THE

STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED AS

INDICATED ON ACI318, LATEST EDITION.

4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES

5. PROVIDE CONCRETE MIXTURES THAT MEET THE DURABILITY REQUIREMENTS INDICATED IN THE GEOTECHNICAL

REPORT AND PROJECT SPECIFICATIONS.

6. CONCRETE SHRINKAGE SHALL BE LIMITED TO 0.05 PERCENT PER ASTM C157.

7. CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN MOIST CONDITION FOR A MINIMUM OF 7

DAYS AFTER PLACEMENT.

8. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, OR AS REQUIRED BY THE GEOTECHNICAL REPORT AND

PROJECT SPECIFICATIONS.

9. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND

PROJECT SPECIFICATIONS.

10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C-94.

11. PLACEMENT OF CONCRETE SHALL CONFORM TO THE CODE CHAPTER 19 AND PROJECT SPECIFICATIONS. CLEAN AND

ROUGHEN TO 1/4" APLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED.

12. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS, INCLUDING PIPES AND CONDUITS, SHALL BE

SECURED IN POSITION PRIOR TO PLACING CONCRETE.

13. PROVIDE SLEEVES FOR PIPES AND CONDUITS PASSING THROUGH CONCRETE MEMBERS BEFORE PLACING. DO NOT CUT

REINFORCING WHICH MAY CONFLICT. SLEEVES SHALL NOT EXCEED 6-INCHES IN DIAMETER AND BE SPACED A MINIMUM

OF 3 DIAMETERS APART FROM OTHER SLEEVES USING THE LARGER SLEEVE DIAMETER, OR AS INDICATED ON THE

DRAWINGS. CLUSTERS OF SLEEVES ARE NOT PERMITTED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL

ENGINEER.

14. CORING IN CONCRETE IS NOT PERMITTED WITHOUT ARCHITECT REVIEW AND APPROVAL. NOTIFY THE STRUCTURAL

ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

15. CONDUITS LARGER THAN 1-1 /2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE

SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. CONDUITS SHALL NOT DISPLACE OR INTERRUPT REINFORCING

BARS. DO NOT STACK CONDUITS. SPACE EMBEDDED CONDUITS A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER

EMBEDDED CONDUITS USING THE LARGER CONDUIT DIAMETER, AND 1 1/2" CLEAR FROM REINFORCING BARS.NO

CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. EMBEDDED CONDUITS SHALL BE PLACE IN THE

MIDDLE THIRD OF SLABS, BEAMS, WALLS, FOOTINGS, ETC. CLUSTERS OF CONDUITS ARE NOT PERMITTED WITHOUT THE

PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

16. PIPES ARE NOT PERMITTED TO BE EMBEDDED IN CONCRETE.

1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 19 OF THE CODE AND THE

TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS.

2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, STANDING WATER OR OTHER

FOREIGN MATTER PRIOR TO PLACING CONCRETE.

3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE STRUCTURAL

ENGINEER FOR REVIEW BEFORE STARTING CONSTRUCTION.

CONSTRUCTION JOINTS

1. RENFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM 706, GRADE 60

(UNO). DEFORMANTIONS SHALL BE IN ACCORDANCE WITH ASTM A-305.

2. BARS SHALL BE CLEAN OF RUST GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS

SHALL BE MADE COLD.

3. DETAIL, FABRICATE, AND INSTALL REINFORCING IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301, ACI 117, AND

THE "CRSI MANUAL OF STANDARD PRACTICE."

4. WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A-184. PROVIDE LAPS AS PER ACI-318 SECTION

25.5.3, 9" MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.

5. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. MINIMUM SPLICE LENGTH FOR

REINFORCING STEEL BARS IN MASONRY SHALL BE 72 BAR DIAMETERS, 36" MINIMUM. MINIMUM SPLICE LENGTH FOR

REINFORCING STEEL BARS IN CONCRETE SHALL BE AS REQUIRED FOR CLASS B SPLICE PER ACI 318 SECTION 25.5.2

UNO. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS.

6. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE.

7. WHERE WLEDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER. IT SHALL BE DONE BY AWS

CERTIFIED WELDERS USING E90XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE

REQUIREMENTS OF STRUCTURAL WELDING CODE REINFORCING STEEL AWS-D1.4 LATEST REVISION. REINFORCING

BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-706.

8. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS,

PRIOR TO PLACING CONCRETE.

9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE

ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE

SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING

OF CONCRETE.

10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.

11. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL.

INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT SLEEVES AND EMBEDDED

ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL.

12. CONCRETE PROTECTION FOR REINFORCEMENT:

REINFORCING STEEL
CAST-IN-PLACE CONCRETE: THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED

FOR REINFORCEMENT

CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH

#6 & LARGER

CONCRETE EXPOSED TO EARTH OR WEATHER

MINIMUM
COVER
3"
2"
#5 & SMALLER 1 1 /2"
#14 & LARGER

SLABS, WALLS, OR JOISTS NOT EXPOSED TO

WEATHER OR IN CONTACT WITH THE GROUND

1 1 /2"
#11 & SMALLER 3/4"

BEAM AND COLUMN TIES & STIRRUPS NOT EXPOSED TO

WEATHER OR IN CONTACT WITH GROUND

1 1 /2"

1. ALL MASONRY CONSTRUCTION SHALL CONFORM WITH CHAPTER 21 OF THE CODE AND THE PROVISIONS OF TMS

402/602 "BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES".

2. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS CONFIRMING TO ASTM C-90, MEDIUM

WEIGHT UNITS. CONCRETE MANSORY UNITS SHALL MEET THE FOLLOWING REQUIREMENTS:

A. PROVIDE STRUCTURAL UNIT MASONRY THAT DEVELOPS SPECIFIED NET-AREA COMPRESSIVE STRENGTH OF

MASONRY, f'm AT 28 DAYS.

B. VERIFY NET-AREA COMPRESSIVE STRENGTH OF MASONRY FROM AVERAGE NET-AREA COMPRESSIVE STRENGTHS

OF MASONRY UNITS AND MORTAR TYPE (UNIT STRENGTH METHOD) AS FOLLOWS:

3. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. MASONRY CEMENT SHALL NOT BE USED.

4. REINFORCING BARS: SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.

5. ALL CELLS SHALL BE GROUTED SOLID, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

6. USE RUNNING BOND PATTERN UNLESS NOTED OTHERWISE BY THE ARCHITECT. USE UNITS WITH DOUBLE OPEN ENDS

WHERE STACK BOND PATTERN IS SPECIFIED.

7. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF ARCHITECT.

8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.

9. PROVIDE 1" GROUT OR 1 /2" MORTAR AROUND REINFORCING STEEL, ANCHOR BOLTS, INSERTS, ETC PENETRATING

MASIONRY SHELL.

10. MECHANICALLY VIBRATE GROUT IN CELLS.

11. HIGH LIFT GROUTING SHALL CONFORM TO ALL CODE REQUIREDMENTS. HIGHT LIFT GROUTING IS NOT PERMITTED FOR

CONGESTED CONDITIONS.

MASONRY

SPECIFIED MASONRY NET-AREA

COMPRESSIVE STRENGTH, f'm

CMU NET-AREA

COMPRESSIVE STRENGTH
GROUT

STRENGTH
MORTAR
TYPE
2,000 PSI 2,000 PSI 2,000 PSI S
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States
www.swagroup.com

+1.213.236.9090 o
700 S.FLOWER ST, ST 2100

Los Angeles, CA 90017

O: 213.418.0201
www.kpff.com

Project Issue Da te: 03 /2 3 /2 02 2

1 06/10/2022 Plancheck Resubmittal 1

J erem y Klem ic

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DOCUMENTS 7TH STREET FENCING UPGRADE AND ACTIVATION
1620 6TH STREETSANTA MONICA, CA90401
City of
S a n t a M o n i c a

[email protected]
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FAX. ( 310 ) 399-1541

Architecture Services

TLF
RT
SP2577
ACM
#2000758

STRUCTURAL

GENERAL
NOTES
S0.01
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 884 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO)

REBAR LAP SPLICE LENGTH SCHEDULE

BAR
SIZE
LAP
CLASS

NORMAL WEIGHT CONCRETE

f'c = 4000 psi

Top Bars Other Bars

Case 1 Case 2 Case 1 Case 2
3 A 1'-7" 2'-4" 1'-3" 1'-10"
B 2'-1" 3'-1" 1'-7" 2'-4"
4 A 2'-1" 3'-1" 1'-7" 2'-5"
B 2'-9" 4'-1" 2'-1" 3'-1"
5 A 2'-7" 3'-11" 2'-0" 3'-0"
B 3'-5" 5'-1" 2'-7" 3'-11"
6 A 3'-1" 4'-8" 2'-5" 3'-7"
B 4'-1" 6'-1" 3'-1" 4'-8"
7 A 4'-6" 6'-9" 3'-6" 5'-3"
B 5'-11" 8'-10" 4'-6" 6'-9"
8 A 5'-2" 7'-9" 4'-0" 6'-0"
B 6'-9" 10'-1" 5'-2" 7'-9"
9 A 5'-10" 8'-9" 4'-6" 6'-9"
B 7'-7" 11'-4" 5'-10" 8'-9"
10 A 6'-7" 9'-10" 5'-1" 7'-7"
B 8'-6" 12'-9" 6'-7" 9'-10"
11 A 7'-3" 10'-11" 5'-7" 8'-5"
B 9'-6" 14'-2" 7'-3" 10'-11"

NOTES:

A. CASES 1 AND 2 WHICH DEPEND ON CLEAR CONCRETE COVER AND THE CENTER-TO-CENTER SPACING OF THE BARS ARE DEFINED AS:

CASE 1: COVER AT LEAST 1db AND CLEAR SPACING AT LEAST 2db.

CASE 2: COVER LESS THAN 1db OR CLEAR SPACING LESS THAN 2db.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.

3. OTHER BARS INCLUDE VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12 INCHES OF CONCRETE CAST BELOW HORIZONTAL BARS.

4. BAR SPLICES NOT COVERED BY THIS SCHEDULE ARE SPECIFICALLY DETAILED AND DIMENSIONED PER PLANS.

5. ALL SPLICES SHALL BE CLASS 'B' UNLESS OTHERWISE ON PLANS.

6. FOR DEVELOPMENT LENGTH, Ld, USE CLASS 'A' LAP SPLICE LENGTH.

7. FOR LAP SPLICES OF BARS IN SHEAR WALLS, REFER TO LAP SPLICE AND DEVELOPMENT SCHEDULE IN CONCRETE WALL ELEVATIONS.

8. THIS SCHEDULE IS FOR GR 60 REINFORCEMENT.

9. CAN USE 1.25Ld IN LIEU OF NOTE 7 @ SHEAR WALLS.

10. FOR STAGGERED SPLICES, CLEAR SPACING SHOWN IN DIAGRAM MAY BE USED TO DETERMINE CASE 1 OR CASE 2 PER NOTE 1

TYPE OF

STANDARD
HOOK

BAR SIZE

MINIMUM INSIDE

BEND DIAMETER,

STRAIGHT EXTENSION
[1]
ℓ EXT, IN

TYPE OF STANDARD HOOK

90-DEGREE
HOOK
#3

THROUGH
#8
6db
#9

THROUGH
#11
8db 12db
ℓ EXT
90° BEND
db
GREATER OF 4db
AND 2.5 IN

ℓ EXT
db
180-DEGREE
HOOK
180° BEND

DIAMETER

DIAMETER
#14

THROUGH
#18
10db
#3

THROUGH
#8
6db
#9

THROUGH
#11
8db
#14

THROUGH
#18
10db

POINT AT WHICH BAR

IS DEVELOPED

ℓdh

POINT AT WHICH

BAR IS DEVELOPED

ℓdh
STANDARD HOOK DEVELOPMENT LENGTH "Idh"

BAR SIZE

NORMAL WEIGHT
D
#3 2 1/4"
#4 3"
#5 3 3/4"
#6 4 1/2"
#7 5 1/4"
#8 6'
#9 9 1/2"
#10 10 3/4"
#11 12'
NOTES:

1. ACI 318-14 TABLE 25.3.2.

2. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND

WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE. UNO ON PLANS.

"Ih"
5"
8'
10"
12"
1'-2"
1'-4"
1'-7 1 /2"
1'-10"
2'-0 1 /2"
4000
0'-8"
0'-10"
1'-0"
1'-3"
1'-5"
1'-7"
1'-10"
2'-1"
2'-3"
UNO
ls
6" MA
X
1 1/2" MIN
1:6 MAXIMUM SHOP OFFSET

BEND AS REQUIRED OR

WHERE SHOWN ON PLANS.

SPACIN
G
CLEAR

NON-CONTACT LAP
SPACIN
G
CLEAR
SPACIN
G
CLEAR

FENCE POST FOOTING SCHEDULE

POST HEIGHT,
H

MIN FOOTING
DEPTH

FOOTING DIAMETER,
"D"
3'-6" 0'-10"
NOTES:

1. FENCE TO HAVE 50% MINIMUM FREE AREA.

2. FENCE POSTS TO BE LOCATED A MINIMUM OF 3 FEET FROM ANY CATCH BASIN.

3. FENCE POST ANCHORAGE BY MANUFACTURER

4. REFER TO ARCH AND LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION

REGARDING FENCES AND FENCE POSTS.

PER SCHEDULE

DIAMETER
(2) TIES @ 2" OC

PER FOUNDATION SCHEDULE

TIES PER FOUNDATION

SCHEDULE

PRIMARY REINF

PER FOUNDATION SCHEDULE

FENCE POST PER

LANDSCAPE DRAWINGS,

MAX HEIGHT PER SCHEDULE

DEP
TH PER SCHEDULE 6"

ELEVATION
4A
S1.00
3'-6"
APPLICATION MAX. SPACING
"S"
8'-0"
8'-0"
8'-0"

AS SHOWN
0'-10"
1'-8"
3'-0"
4'-0"
4'-0"
5'-6"
5'-0"
8'-0"
8'-0"
42" DOG FENCE
60" DOG FENCE
96" SECURITY FENCE

FUEL STATION

GATE SUPPORT /

GROUP FOOTING

TOP OF BACKFILL SOIL

TOP OF ARCHITECTURAL

TOPPING WHERE OCCURS

PLANT FENCE 2'-0" 3'-0" 0'-10" 6'-0"
12"

VERTICAL

REINFORCEMENT
(6) #5
(6) #9

UNREINFORCED

UNREINFORCED
TIE

REINFORCEMENT
#4 @ 12" OC
#4 @ 6" OC

UNREINFORCED

UNREINFORCED
H
TYPE
4A
4A
4B
4C
4A
S1.00
4B
S1.00
4C
3" MIN

PER SCHEDULE

DIA

FOR TW ELEVATION

1'-6" MA
X

SEE CIVIL PLANS

BELO

W EXISTING GRADE
2'-0" MI
N
1' - 6"
(8) #4 BARS EVENLY SPACED

#4 STIRRUPS @ 12" OC

1 /4" RADIUS, TYP

TOP OF FINISHED GRADE

OR ARCHITECTURAL TOPPING

1' - 6" MAX 25" MIN
TYP
3" CLR
3"

PER SCHEDULE
DIA

VERTICAL REINF

PER SCHEDULE

TIE REINF

PER SCHEDULE
3"

PER SCHEDULE

DIA

VERTICAL REINF

PER SCHEDULE

TIE REINF

PER SCHEDULE
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States
www.swagroup.com

+1.213.236.9090 o
700 S.FLOWER ST, ST 2100

Los Angeles, CA 90017

O: 213.418.0201
www.kpff.com

P roject Issue D a te: 03 /2 3/2 02 2

1 06/10/2022 Plancheck Resubmittal 1

J erem y Klem ic

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K:\2020\2000758-1 2 - 7 th S tree t Activa tion S ite Elem ents\6 SRevit

100% CONSTRUCTION
DOCUMENTS 7TH STREET FENCING UPGRADE AND

ACTIVATION
1620 6TH STREETSANTA MONICA, CA
90401
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

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Architecture S ervices

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RT
SP2577
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#2000758

STRUCTURAL

TYPICAL

DETAILS
S1.00
1 SCALE : 12" = 1'-0"

TYPICAL REINFORCEMENT LAP SPLICE - NORMAL WEIGHT CONCRETE

2 SCALE : 1" = 1'-0"

STANDARD HOOK GEOMETRY

AND BARS DEVELOPED IN TENSION

TYPICAL LAP SPLICES

STAGGERED SPLICING
4 SCALE : 3/4" = 1'-0"

FENCE POST FOOTING
4A SECTION
3 SCALE : 1" = 1'-0"

CIP CONCRETE SEATWALL DETAIL -

SECTION
4C SECTION 4B SECTION
22BLD-1006

09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 885 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) 1' - 6" 1' - 6"
1 ' - 6"
2' - 6" 4' - 4"
1' - 0"
3'-0" MAX
CL FTG

PERCAST CONCRETE CAP PER ARCH

TOP OF GRADE

#5 DOWELS @ 16" OC

(5) #4 T&B
#5 @ 16" T&B

TOP OF EXTERIOR GRADE/PAVING

SEE ARCH &CIVIL DRAWINGS

CONTINUOUS ELASTOMERIC

ISOLATION JOINT PER ARCH

4"x16"x4" CMU BLOCK WALL FULLY

GROUTED AND CONTINUOUS

AROUND ENDS, TYP

4" WIDE CAVITY TO BE FILLED

W/ MOISTURE RESISTANT RIGID FOAM

INSULATION PER ARCH

NOTES:

1. ALL CELLS SHALL BE GROUTED SOLID. UNO.

2. WALL CONSTRUCTION SHALL BE RUNNING BOND ONLY.

3. SEE ARCH PLANS FOR WALL FIRE-RATING TYPES AND LOCATIONS.

4. SEE GENERAL NOTES FOR MORE INFORMATION.

#4 HORZ REINF, TYP

3' - 4"
8' - 0"

PRECAST CONCRETE CAP PER ARCH

4"x16"x4" FULLY GROUTED CMU BLOCK, TYP

TOP OF ADJACENT CONCRETE RETAINING CURB

TOP OF FINISHED GRADE

#5 DOWELS, TYP

CONCRETE FOUNDATION

PER SECTION
1A
S1.01
#5 VERTICAL REINF @ 16" OC

#4 HORIZONTAL REINF @ 24" OC

PRECAST CONC CAP PER ARCH

3' - 4"
MIN
3"
8" MAX

ADDITIONAL

REINF PER ELEV

BREAK SIDE OF CMU

OPEN ENDED

FACE SHELL

ADDITIONAL

REINF PER ELEV

REINF PER PLAN
4"

TOP OF GRADE

(N) FENCE POST
FOOTING, PER 4/S1.00
(E) CMU WALL SHALL NOT BE

DAMAGED DURING THE

INSTALLATION OF THE NEW

FOUNDATION AND FENCING
NOTES:

1. CONTRACTOR TO VERIFY LOCATION OF EXISTING CMU WALL

FOUNDATION AND PROVIDE INFORMATION TO THE EOR FOR REVIEW

PRIOR TO PROCURING AND INSTALLING FENCE POST FOUNDATION.

(E) CMU FOOTING SEE NOTE 1

1" COMPRESSIBLE
FOAM
(N) FENCE PER

MANUFACTURER

SPECIFICATIONS
H PER 4/S1.00
VIF
APPROX 9'-6" VIF
3'-0" MAX
1 " MIN GAP
811 W 7th Street, 8th Floor

Los Angeles, California

90017-3419
United States
www.swagroup.com

+1.213.236.9090 o
700 S.FLOWER ST, ST 2100

Los Angeles, CA 90017

O: 213.418.0201
www.kpff.com

Project Issue Da te: 03 /2 3 /2 02 2

1 06/10/2022 Plancheck Resubmittal 1

J erem y Klem ic

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L A N D S C A P E A R C H I T E C T

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D A T E
N O. DATE DESC RIPTION

SP-FILE N O. :

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R E V I S I O N S

DRAW IN G N O. :

SH EET N UM BER:

S HEET TITLE:

SH EET: OF:

SU BMITTED BY :

DATE : 03 /23 /2 02 2

CITY OF SAN TA M ON IC A

Associa te Principa l

DRAW N BY :

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100% CONSTRUCTION
DOCUMENTS 7TH STREET FENCING UPGRADE AND ACTIVATION
1620 6TH STREETSANTA MONICA, CA90401
City of
S a n t a M o n i c a

[email protected]
1685 MAIN STREET | MAIL STOP 15

TEL. ( 310 ) 458-2205

SANTA MONICA, CA 90401

FAX. ( 310 ) 399-1541

Architecture Services

TLF
RT
SP2577
ACM
#2000758

STRUCTURAL

TYPICAL

DETAILS
S1.01
1" = 1'-0"
1A

DONOR WALL SECTION

1 SCALE : 1 " = 1'-0"

DONOR WALL ELEVATION

3 SCALE : 1" = 1'-0"

CORNER DETAIL
2 SCALE : 1 " = 1'-0"

FENCE POST FOOTING AT CMU WALL

22BLD-1006

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FOR REFERENCE ONLY
S2.00-
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OLYMPIC BOULEVARD
5TH STREET

SANTA MONICA FWY OFF-RAMP

LEGEND CONSTRUCTION NOTES

SIGN NOTES
Monterey Park, California 91754

1100 Corporate Center Drive, Suite 201

Tel: (323) 260-4703 Fax: (323) 260-4705

GENERAL NOTES

SIGN LEGEND
DETAIL "A"

DETAIL "B"

STREET SWEEPING
12/6/21
12/6/21
DOTS1022
DOTS1022
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Packet Pg. 888 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) Monterey Park, California 91754

1100 Corporate Center Drive, Suite 201

Tel: (323) 260-4703 Fax: (323) 260-4705

12/6/21
12/6/21
DOTS1022
DOTS1022
80 81
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Packet Pg. 889 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) Monterey Park, California 91754

1100 Corporate Center Drive, Suite 201

Tel: (323) 260-4703 Fax: (323) 260-4705

12/6/21
12/6/21
DOTS1022
DOTS1022
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Packet Pg. 890 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 (CCS) with RAMCO) City of Santa Monica
7 th Street Fencing Upgrade & Activation
Project No. SP2577
100% Construction Documents
January 07, 2022
Table of Contents
CSM – City of Santa Monica Standard
01 25 00 Substitution Procedures
01 26 00 Contract Modification Procedures
01 29 00 Payment Procedures
01 31 00 Project Management and Coordination
01 32 33 Photographic Documentation
01 50 00 Temporary Facilities and Controls
01 77 00 Project Close Out
SWA GROUP – Landscape Architecture
02 56 39 Temporary Tree and Plant Protection
03 45 00 Precast Architectural Concrete
05 50 00 Metal Fabrications
09 9113 Exterior Painting and Staining
12 93 00 Site & Street Furnishings
31 22 19 Landscape Grading
32 14 00 Unit Paving
32 15 00 Aggregate Surfacing
32 15 26 Decomposed Granite
32 31 19 Decorative Metal Fences & Gates
32 84 00 Irrigation Systems
32 91 13 Soil Preparation
32 93 00 Exterior Plants
32 94 00 Landscape Planting Accessories
32 98 13 Landscape Establishment Period
KPFF – Civil
01 57 23 Temporary Storm Water Pollution Control
31 10 00 Site Clearing
31 20 00 Earth Moving
32 13 13 Concrete Paving
32 13 73 Concrete Pavement Joint Sealants
33 11 00 Water Utility Distribution Piping
33 31 00 Sanitary Utility Sewerage Piping
33 41 00 Storm Utility Drainage Piping
KPFF – Structural
03 11 00 Structural Concrete Forming
03 20 00 Structural Concrete Reinforcing
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Packet Pg. 891 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 03 30 00 Structural Cast-In-Place Concrete
04 22 00 Concrete Unit Masonry
P2S – Plumbing
22 00 00 General Plumbing Requirements
22 05 00 Common Work Results for Plumbing
22 05 17 Sleeves and Sleeve Seals for Plumbing Piping
22 05 23 General Duty Valves for Plumbing Piping
22 05 53 Identification for Plumbing Piping
22 11 16 Domestic Water Piping and Fittings
22 13 16 Sanitary Waste and Vent Piping
22 47 13 Drinking Fountains
P2S – Electrical
26 00 00 General Electrical Requirements
26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems
26 05 29 Hangers and Supports for Electrical Systems
26 05 33 Raceways and Boxes for Electrical Systems
26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems
26 05 73 Short Circuit, Coordination and Arc Flash Studies 26 22 00 LV Transformers
26 27 26 Wiring Devices
26 28 13 Fuses
26 28 16 Enclosed Switches and Circuit Breakers
26 56 19 LED Exterior Lighting
-End of Table of Contents22BLD-1006
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Packet Pg. 892 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica TRAFFIC CONTROL DEVICES
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Project No. SP2577 100% Construction Documents
March 23 , 2022 012500-1

CITY OF SANTA MONICA

DEPARTMENT OF TRANSPORTATION
[PROJECT NAME]

INTRODUCTION
The contract requires completion of all work in accordance with the references listed below, as amended by this document; any special provisions and/or requirements listed in this document; and the project plans.

REFERENCES

1. Standard Plans. Except as modified herein, all references in this document to “Standard Plans” shall be understood to be references to the State of California Department of Transportation (Caltrans) 2018 Standard Plans

2. Standard Specifications. Except as modified herein, all references in this document to “Standard Specifications” shall be understood to be references to the Caltrans Standard Specifications Dated 2018 and Revised Standard Specifications dated April 16, 2021.

GUARANTEE
The Contractor shall guarantee the entire work constructed by him under this contract and will fully meet all requirements as to quality ofworkmanship and materials furnished by him. The Contractor shall make, at his own expense, any repairs or replacements made necessary by defects in workmanship or materials furnished by him that become evident within one (1) year after filing ofthe Notice of Completion ofthe work and to restore to full compliance with the requirements ofthese specifications, any part ofthe work which during the one (1) year period is found to be deficient with respect to any provisions ofthe plans and specifications. The Contractor shall make all repairs and replacements promptly upon receipt ofwritten orders from the City Engineer. Ifthe Contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his surety shall be liable to the City for the cost. The Contractor shall guarantee for a period ofat least one year, after acceptance ofthe work by the City Engineer, all materials and workmanship against any defects whatsoever. Any such defects shall be repaired at the Contractor's expense.

PROTECTION OF EXISTING UTILITIES
The Contractor shall be responsible for the protection ofpublic and private property adjacent to the work and shall exercise due caution to avoid damage to such property. The Contractor shall contact USA to request marking ofall utilities in the project area 48 hours prior to work. The contractor shall determine the exact location and depth ofall potentially conflicting utilities or other improvements, prior to doing any work which could potentially interfere with or damage such facilities. This applies to any utility marked via USA, utilities shown any sheet ofthe plans, or whose presence can be inferred from conditions visible or evident at the job site, including markings, meters, trenches, manholes, handholes, pedestals, structures, valves, or buildings.

The Contractor shall repair or replace all existing improvements within or adjacent to the area ofwork (i.e., irrigation lines, landscaping, sprinkler heads, drainage work, utility installations, stamped concrete, etc.) which are damaged or removed as a result ofhis operations. Repairs and replacements shall be equal to or better than existing improvements, and shall match them in finish and dimension. Old material shall be replaced with new materials.

Trees and shrubbery shall be protected from damage or injury. Unless noted for removal, trees, shrubbery, or plants damaged or removed by the Contractor's operations shall be replaced, in kind, to their original condition and location to the satisfaction ofthe City Engineer.

Work performed under this section will ensure that the property will be restored to an "as good as" or "better than" condition as compared with conditions existing prior to commencement ofconstruction. The City Engineer shall determine whether or not the property has been restored satisfactorily. 22BLD-1006
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Packet Pg. 893 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica TRAFFIC CONTROL DEVICES
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March 23 , 2022 012500-2
Any monument or benchmark which is disturbed or destroyed shall be reestablished and replaced by a registered Civil Engineer or Licensed Land surveyor at contractor's expense.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in protecting and restoration ofexisting improvements is considered included in the various contract bid prices. There will be no additional compensation for identification, protection, repair, or restoration ofexisting improvements or utility facilities.

AS-BUILT PRINTS
A set ofplans and a set ofspecifications will be kept at all times at the job site, on which all changes or variations in the work, including all existing utilities are to be recorded, in red, and/or corrected daily, and submitted to the Construction Manager (CM) when the work to be done is complete. These "As-Built" prints shall also indicate, in red, all deviations from the contract plans, such as: location ofpoles, pull boxes and runs, depths ofconduit, number ofconductors, and other appurtenant work.
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Packet Pg. 894 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica TRAFFIC CONTROL DEVICES
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TECHNICAL SPECIFICATIONS
To be used in conjunction with State of California Department ofTransportation (Caltrans) Standard Specifications Dated 2018 and Revised Standard Specifications dated April 16, 2021.

DIVISION IX TRAFFIC CONTROL DEVICES
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
Add to section 81-2.01A:

Delineators include K71 Flexible Traffic Posts and MP Flex Posts.

Replace reserved section 81-2.02G with:

K71 Flexible Traffic Posts shall be the color as specified on the Project Plans with two (2) four-inch (4”) wide diamond grade retroreflective bands matching the color ofthe post. K71’s shall be manufactured by US Reflector or City-approved equal and shall be installed by the “Single Point Anchoring System” per manufacturer specifications.

Glue down, epoxy, or other installation methods shall be expressly prohibited.

Replace reserved section 81-2.02H with:

MP Flex Posts shall be the color as specified on the Project Plans. Posts shall be 36” high, “Long Squeeze” with one (1) 3” x 12” high-intensity sheeting matching the color ofthe post and shall be installed using a black surface mount base with epoxy. Epoxy shall comply with the Specifications. Posts shall be manufactured by Impact Recovery Systems or City-approved equal.
84 MARKINGS
84-2.01 GENERAL
Add to section 84-2.01A
Pavement markings include “bike lane green” paint.

Add the following row to the table in section 84-2.02C
Paint type Color Specification
“Bike lane green” paint BLG (Bike Lane Green) Geveko Markings AquaRoute Deco Rough

SPECIAL PROVISIONS
The following special provisions shall be incorporated as part ofthis project:

SIGNING AND STRIPING
SIGNS
Unless noted others, signs shall be furnished by the Contractor and shall be mounted on as shown on the plans.

Signs shall be constructed on 0.080” aluminum. All fluorescent yellow-green signs shall retro reflectorized using diamond grade (DG) sheeting. All other signs shall be retro reflectorized using high-intensity prismatic (HIP) sheeting. The Contractor shall furnish a certificate of compliance from the manufacturer showing that sign panels conform to specifications issued by the State of California Department ofTransportation for both materials and Legend.

SIGN MOUNTINGS
Where signs are shown to be installed on signal mast arms, mountings shall conform to Detail U of Caltrans Standard Plan ES-72.
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Packet Pg. 895 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica TRAFFIC CONTROL DEVICES
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Where signs are shown to be installed on signal standards, mountings shall conform to Caltrans Standard Plan RS4.

SIGN REMOVALS
Existing roadside signs to be removed at locations shown on the plans shall be removed and disposed ofat the Contractor’s expense.

Signposts without no signage attached to them shall be removed and disposed ofat the Contractor’s expense.

All unused stainless steel bands mounted to streetlights, traffic signals, and signposts shall be removed and disposed ofat the Contractor’s expense.

STRIPING

1. All materials used for roadway striping and pavement markings shall be thermoplastic made ofan alkyd base material which meet or exceed the requirements ofthe most recent edition ofthe Standard Specifications.

2. Asphalt concrete pavement shall be allowed to cure for an adequate period to ensure that solvents do not bleed through the new striping and pavement markings.

3. Permanent roadway striping and pavement markings shall be replaced no later than 72 hours after the completion ofresurfacing on any block of any roadway.

4. Temporary raised pavement markers shall be placed before nightfall of any day when a roadway is not provided with permanent striping or other means to delineate the proper paths oftravel for vehicles.

5. If temporary raised pavement markers are used, they shall be removed immediately after the permanent striping and markings are in place.

6. The following details shall use 4” wide yellow or white, as applicable, striping in lieu ofthe 6” wide striping called for the in the Standard Plans. All other striping widths shall remain unchanged: 1, 2, 5, 6, 8, 9, 9A, 11, 12, 12A, 15, 16, 18, 19, 21, 22, 24, 25, 25A, 26, 27, 27B, 27C, 28, 29, 31, 32, 34, 34A, 35, 35A, 36, 36A, 36B, 40, 41

7. At locations where striping is placed on Portland Cement Concrete or otherlight‐colored pavement, contrast striping shall be installed pursuant to Caltrans Standard Plan A20E as follows:
a. Caltrans Standard Plan A20E, Option 1: Details 15, 16, 18, 19, 21, 22, 24, 25, 25A, 26, 27, 27B, 27C, 28, 29, 31, 32, 34, 34A, 35, 35A, 36, 36A, 36B, 37, 37B, 38, 38A, 38B, 39, 39A, 40, 41 b. Caltrans Standard Plan A20E, Option 2: Details 1, 2, 5, 6, 8, 9, 9A, 11, 12, 12A

8. At locations where pavement markings other than striping are placed on Portland Cement Concrete or other light‐colored pavement, contrast shall be applied as follows:
a. Continental Crosswalks: Install contrast for the full width ofthe space between the crosswalk bars and in a 24” border around the crosswalk itself. See Santa Monica DOT Standard Plans ST-311 and ST-312
b. Pavement marking text (e.g., “STOP”) and arrows: Install contrast as a solid rectangle “behind” the pavement marking. Said rectangle shall extend for a minimum of12” from the further point of the pavement marking on each side.

9. Prior to installing permanent striping/pavement markings, the contractor shall lay out all striping/pavement markings for approval by the City Transportation Engineer. Layout marks for striping and pavement markings shall not be visible after the permanent striping and markings are in place.

10. Stencils used for pavement markings shall exactly match those shown in the Standard Plans.

11. Curb markings to be removed shall be removed by sandblasting or City-approved equal. Covering existing curb markings with gray paint or similar means is expressly prohibited. 22BLD-1006
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Packet Pg. 896 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica TRAFFIC CONTROL DEVICES
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TRAFFIC SIGNAL LOOPS

1. All stub outs shall be installed first, prior to any loop saw cuts lor loop installation.

2. Loop types shall be based on Caltrans Standard Plan ES-5B as follows:
a. Limit line loop: Type D
i. In wide right/through lanes, two or more Type D loops may be required to ensure detection for the entire width ofthe lane.
b. Bike lane loop (at limit line): Type D, adjusted to width ofbike lane (may be less than 6’) c. All other loops: Type E, installed using the sawcut method shown below. Includes loops installed directly behind limit line loops.

3. Limit line loops and bike lane loops shall be installed with the edge ofthe loop touching the edge ofthe limit line installed in that lane.

4. Loops shall be centered in their respective lane.

5. All crosswalks shall be free from saw cuts, loops, loop homeruns, and stub outs.

6. Typical loop spacing is 10’ edge to edge. Advance loops shall be installed in accordance with the distances indicated on the plan, measured from the edge ofthe loop to the edge ofthe limit line in that lane.

7. Loop conducts shall have a minimum ofone inch (1”) of sealant between the finished roadway surface and top ofthe uppermost loop conductor.

8. All loops shall be wired in series, unless otherwise specified.

9. Loops in left turns lanes with protected-permissive left turn phasing shall be configured using one (1) DLC for the front two loops and one (1) DLC for the back two loops.

10. All loop conducts shall be spliced and sealed per Caltrans Standard Specifications, using hot-melted rubberized asphalt sealant.

11. Ifexisting, undamaged loops become defective as a result ofthe Contractor’s replacement ofdamaged loops, then it is the responsibility of the Contractor to replace the newly damaged loops with working loops and their sole cost and expense.

EDGE OF GUTTER
(TYP LOCATION OF STUB OUT)

TYPE E LOOP PER

CALTRANS STANDARD
PLAN ES-5B INSTALLED

USING SAWCUT
METHOD
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Packet Pg. 897 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica SUBSTITUTION PROCEDURES
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 012500-1
SECTION 012500 – SUBSTITUTION PROCEDURES
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
a. Drawings and general provisions ofthe Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
a. Section includes administrative and procedural requirements for substitutions. b. Related Requirements:

1. Section 01 21 00 "Allowances" for products selected under an allowance.

2. Section 01 23 00 "Alternates" for products selected under an alternate.

1.03 DEFINITIONS
a. Substitutions: Changes in products, materials, equipment, and methods ofconstruction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability ofproduct, regulatory changes, or unavailability ofrequired warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.04 ACTION SUBMITTALS
a. Substitution Requests: Submit three copies ofeach request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile ofform provided in Project Manual.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
i. Statement indicating why specified product or fabrication or installation cannot be provided, ifapplicable.
ii. Coordination information, including a list ofchanges or revisions needed to other parts ofthe Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution.
iii. Detailed comparison ofsignificant qualities ofproposed substitution with those ofthe Work specified. Include annotated copy ofapplicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, ifany, from the Work specified.
iv. Product Data, including drawings and descriptions ofproducts and fabrication and installation procedures.
v. Samples, where applicable or requested.
vi. Certificates and qualification data, where applicable or requested. vii. List ofsimilar installations for completed projects with project names and addresses and names and addresses ofEngineer and owners.
viii. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
ix. Research reports evidencing compliance with building code in effect for Project, from ICCES x. Detailed comparison ofContractor's construction schedule using proposed substitution with 22BLD-1006
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Packet Pg. 898 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica SUBSTITUTION PROCEDURES
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January 07, 2022 012500-2
products specified for the Work, including effect on the overall Contract Time. Ifspecified product or method ofconstruction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date ofreceipt ofpurchase order, lack ofavailability, or delays in delivery.
xi. Cost information, including a proposal ofchange, ifany, in the Contract Sum. xii. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. xiii. Contractor's waiver ofrights to additional payment or time that may subsequently become necessary because offailure ofproposed substitution to produce indicated results.

3. Engineer's Action: Ifnecessary, Engineer will request additional information or documentation for evaluation within seven days ofreceipt ofa request for substitution. Engineer will notify Contractor through Construction Manager ofacceptance or rejection ofproposed substitution within 15 days ofreceipt ofrequest, or seven days ofreceipt ofadditional information or documentation, whichever is later.
i. Forms ofAcceptance: Change Order, Construction Change Directive, or Engineer's Supplemental Instructions for minor changes in the Work. ii. Use product specified ifEngineer does not issue a decision on use ofa proposed substitution within time allocated.

1.05 QUALITY ASSURANCE
a. Compatibility ofSubstitutions: Investigate and document compatibility ofproposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.06 PROCEDURES
a. Coordination: Revise or adjust affected work as necessary to integrate work ofthe approved substitutions.

Part 2. PRODUCTS

2.01 SUBSTITUTIONS
a. Substitutions for Cause: Submit requests for substitution immediately on discovery ofneed for change, but not later than 15 days prior to time required for preparation and review ofrelated submittals.

1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied. Ifthe following conditions are not satisfied, Engineer will return requests without action, except to record noncompliance with these requirements:
i. Requested substitution is consistent with the Contract Documents and will produce indicated results.
ii. Requested substitution provides sustainable design characteristics that specified product provided.
iii. Substitution request is fully documented and properly submitted. iv. Requested substitution will not adversely affect Contractor's construction schedule. v. Requested substitution has received necessary approvals ofauthorities having jurisdiction. vi. Requested substitution is compatible with other portions ofthe Work. vii. Requested substitution has been coordinated with other portions ofthe Work. viii. Requested substitution provides specified warranty. ix. Ifrequested substitution involves more than one contractor, requested substitution has been coordinated with other portions ofthe Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. b. Substitutions for Convenience: Not allowed
c. Substitutions for Convenience: Engineer will consider requests for substitution ifreceived within 60 days after the Notice ofAward. Requests received after that time may be considered or rejected at discretion ofEngineer.
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Packet Pg. 899 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica SUBSTITUTION PROCEDURES
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1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied. Ifthe following conditions are not satisfied, Engineer will return requests without action, except to record noncompliance with these requirements:
i. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Engineer for redesign and evaluation services, increased cost ofother construction by Owner, and similar considerations.
ii. Requested substitution does not require extensive revisions to the Contract Documents. iii. Requested substitution is consistent with the Contract Documents and will produce indicated results.
iv. Requested substitution provides sustainable design characteristics that specified product provided.
v. Substitution request is fully documented and properly submitted. vi. Requested substitution will not adversely affect Contractor's construction schedule. vii. Requested substitution has received necessary approvals ofauthorities having jurisdiction. viii. Requested substitution is compatible with other portions ofthe Work. ix. Requested substitution has been coordinated with other portions ofthe Work. x. Requested substitution provides specified warranty.
xi. Ifrequested substitution involves more than one contractor, requested substitution has been coordinated with other portions ofthe Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

Part 3. EXECUTION (Not Used)

END OF SECTION
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SECTION 01 26 00

CONTRACT MODIFICATION

PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 01 25 00 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK
A. Engineer will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on form included in Project Manual.

1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Construction Manager will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Construction Manager are not instructions either to stop work in progress or to execute the proposed change.

2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
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Packet Pg. 901 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica CONTRACT MODIFICATION PROCEDURES
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 012600-2
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs oflabor and supervision directly attributable to the change. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension ofthe Contract Time.
e. Quotation Form: Use forms acceptable to Construction Manager.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Construction Manager.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs oflabor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use form acceptable to Construction Manager.

1.5 ADMINISTRATIVE CHANGE ORDERS
A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.

B. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope ofunit-price work.

1.6 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Changes Proposal Request, Construction Manager will issue a Change Order for signatures of Owner and Contractor on form supplied by the Construction Manager.
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Packet Pg. 902 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica CONTRACT MODIFICATION PROCEDURES
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 012600-3

1.7 CONSTRUCTION CHANGE DIRECTIVE
A. Work Change Directive: Construction Manager may issue a Work Change Directive on form provided by the Construction Manager. Work Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Work Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012600
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Packet Pg. 903 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT CLOSE OUT
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 017700-1
SECTION 01 29 00

PAYMENT PROCEDURES
Part 1. GENERAL

1.01 RELATED DOCUMENTS
a. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
a. Section includes administrative and procedural requirements necessary to prepare andprocess Applications for Payment.
b. Related Requirements:

1. Section 01 21 00 "Allowances" for procedural requirements governing the handling and processing ofallowances.

2. Section 01 22 00 "Unit Prices" for administrative requirements governing the use of unit prices.

3. Section 01 26 00 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

4. Section 01 32 00 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.03 DEFINITIONS
a. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.04 SCHEDULE OF VALUES
a. Coordination: Coordinate preparation of the schedule of values with preparation ofContractor's construction schedule.

1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:
i. Application for Payment forms with continuation sheets. ii. Submittal schedule.
iii. Items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Engineer through Construction Manager at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values coordinated with each phase ofpayment.

4. Subschedules for Separate Elements ofWork: Where the Contractor's construction schedule defines separate elements of the Work, provide subschedules showing values coordinated with each element.

5. Subschedules for Separate Design Contracts: Where the Owner has retained designprofessionals under separate contracts who will each provide certification of payment requests, provide subschedules showing values coordinated with the scope of each design services contract as described in Section 011000 "Summary."
b. Format and Content: Use Project Manual table of contents as a guide to establish line items forthe schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule ofvalues:
i. Project name and location.
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Packet Pg. 904 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT CLOSE OUT
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 017700-2
ii. Name ofEngineer.
iii. Engineer’s project number
iv. Contractor's name and address.
v. Date ofsubmittal.

2. Arrange the schedule of values in tabular form with separate columns to indicate the following for each item listed:
i. Related Specification Section or Division.
ii. Description of the Work.
iii. Name of subcontractor.
iv. Name of manufacturer or fabricator.
v. Name of supplier.
vi. Change Orders (numbers) that affect value.
vii. Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.
1) Labor.
2) Materials.
3) Equipment.

3. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

4. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
i. Differentiate between items stored on-site and items stored off-site. Ifrequired, include evidence ofinsurance.

5. Provide separate line items in the schedule of values for initial cost of materials, foreach subsequent stage of completion, and for total installed value of that part of the Work.

6. Allowances: Provide a separate line item in the schedule of values for each allowance. Show lineitem value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity.

Use information indicated in the Contract Documents to determine quantities.

7. Purchase Contracts: Provide a separate line item in the schedule of values for each purchase contract. Show line-item value of purchase contract. Indicate owner payments or deposits, ifany, and balance to be paid by Contractor.

8. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. i. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule ofvalues or distributed as general overhead expense, at Contractor's option.

9. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.05 APPLICATIONS FOR PAYMENT
a. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Engineer and Construction Manager and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. b. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.
c. Payment Application Times: Submit Application for Payment to Construction Manager by the end of each month. The period covered by each Application for Payment is one month, 22BLD-1006
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Packet Pg. 905 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT CLOSE OUT
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Project No. SP2577 100% Construction Documents
January 07, 2022 017700-3
Submit draft copy o1f.Application for Payment seven days prior to due date for review by Engineer.
d. Application for Payment Forms: Use forms acceptable to Construction Manager for Applications for Payment. Submit forms for approval with initial submittal of schedule ofvalues. e. Application Preparation: Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules ifrevisions were made.

1. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

3. Indicate separate amounts for work being carried out under Owner-requested project acceleration. f. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-siteand items stored off-site.

1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:
i. Value of materials previously stored and remaining stored as of date ofprevious Applications for Payment.
ii. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment. iii. Value of materials stored since date of previous Application for Payment andremaining stored as of date of current Application for Payment.

4. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.
g. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner. h. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms, acceptable to Owner. 22BLD-1006
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Packet Pg. 906 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT CLOSE OUT
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 017700-4
i. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors

2. Schedule ofvalues.

3. Contractor's construction schedule (preliminary ifnot final).

4. Combined Contractor's construction schedule (preliminary ifnot final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor.

5. Products list (preliminary ifnot final).

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staffassignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

12. Initial progress report.

13. Report of preconstruction conference.

14. Certificates of insurance and insurance policies.

15. Performance and payment bonds.

16. Data needed to acquire Owner's insurance.
j. Application for Payment at Substantial Completion: After Engineer issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously forOwner occupancy of designated portions of the Work.
k. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof thattaxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

9. Final liquidated damages settlement statement.

Part 2. PRODUCTS (Not Used)
Part 3. EXECUTION (Not Used)

END OF SECTION
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Packet Pg. 907 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT MANAGEMENT AND COORDINATION 7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013100-1
SECTION 0131000 – PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
a. Drawings and general provisions ofthe Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
a. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. Requests for Information (RFIs).

4. Project Web site.

5. Project meetings.
b. Each contractor shall participate in coordination requirements. Certain areas ofresponsibility are assigned to a specific contractor.
c. Related Requirements:

1. Section 01 12 00 "Multiple Contract Summary" for a description ofthe division ofwork among separate contracts and responsibility for coordination activities not in this Section.

2. Section 01 32 00 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout ofthe Contract.

1.03 DEFINITIONS
a. RFI: Request from Owner, Construction Manager, Engineer, or Contractor seeking information required by or clarifications ofthe Contract Documents.

1.04 INFORMATIONAL SUBMITTALS
a. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion ofthe Work, including those who are to furnish products or equipment fabricated to a special design.

Include the following information in tabular form:

1. Name, address, and telephone number ofentity performing subcontract or supplying products.

2. Number and title ofrelated Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract. b. Key Personnel Names: Within 15 working days ofstarting construction operations, submit a list ofkey personnel assignments, including superintendent and other personnel in attendance at Project site.

Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers ofindividuals assigned as alternates in the absence ofindividuals assigned to Project.

1.05 GENERAL COORDINATION PROCEDURES
a. Coordination: Coordinate construction operations included in different Sections ofthe Specifications to ensure efficient and orderly installation ofeach part ofthe Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

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Packet Pg. 908 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT MANAGEMENT AND COORDINATION 7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013100-2
ofone part ofthe Work depends on installation ofother components, before or after its own installation.

2. Coordinate installation ofdifferent components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation. b. Coordination: Each contractor shall coordinate its construction operations with those ofother contractors and entities to ensure efficient and orderly installation ofeach part ofthe Work. Each contractor shall coordinate its operations with operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation ofone part ofthe Work depends on installation ofother components, before or after its own installation.

2. Coordinate installation ofdifferent components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation. c. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list ofattendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors ifcoordination oftheir Work is required.
d. Administrative Procedures: Coordinate scheduling and timing ofrequired administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress ofthe Work. Such administrative activities include, but are not limited to, the following:

1. Preparation ofContractor's construction schedule.

2. Preparation ofthe schedule ofvalues.

3. Installation and removal oftemporary facilities and controls.

4. Delivery and processing ofsubmittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment ofsystems.
e. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation ofenergy, water, and materials. Coordinate use oftemporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition ofsalvaged materials that are designated as Owner's property.

1.06 COORDINATION DRAWINGS
a. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or ifcoordination is required to facilitate integration ofproducts and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
i. Use applicable Drawings as a basis for preparation ofcoordination drawings. Prepare sections, elevations, and details as needed to describe relationship ofvarious systems and components.
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Packet Pg. 909 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT MANAGEMENT AND COORDINATION 7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013100-3
ii. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution ofconflicts between installed components before submitting for review. iii. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
iv. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.
v. Show location and size ofaccess doors required for access to concealed dampers, valves, and other controls.
vi. Indicate required installation sequences.
vii. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Engineer indicating proposed resolution ofsuch conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. b. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

2. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations ofembedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

3. Mechanical and Plumbing Work: Show the following:
i. Not Used

4. Electrical Work: Show the following:
i. Runs ofvertical and horizontal conduit 1-1/4 inches in diameter and larger. ii. Light fixture locations.
iii. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.
iv. Location ofpull boxes and junction boxes, dimensioned from column center lines.

5. Review: Engineer will review coordination drawings to confirm that the Work is being coordinated, but not for the details ofthe coordination, which are Contractor's responsibility. If Engineer determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Engineer will so inform Contractor, who shall make changes as directed and resubmit.

6. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."
c. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Preparation Format: DWG, Version 2014, operating in Microsoft Windows operating system.

3. File Submittal Format: Submit or post coordination drawing files using Portable Data File (PDF) format.

4. Engineer will furnish Contractor one set ofdigital data files ofDrawings for use in preparing coordination digital data files.
i. Engineer makes no representations as to the accuracy or completeness ofdigital data files as they relate to Drawings.
ii. Digital Data Software Program: Drawings are available in AutoCAD Version 2014 22BLD-1006
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1.07 REQUESTS FOR INFORMATION (RFIs)
a. General: Immediately on discovery ofthe need for additional information or interpretation ofthe Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Engineer will return RFIs submitted to Engineer by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work ofsubcontractors.
b. Content ofthe RFI: Include a detailed, legible description ofitem needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name ofContractor.

5. Name ofEngineer and Construction Manager.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. IfContractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
i. Include dimensions, thicknesses, structural grid references, and details ofaffected materials, assemblies, and attachments on attached sketches.
c. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Engineer.

1. Attachments shall be electronic files in Adobe Acrobat PDF format. d. Engineer and Construction Manager's Action: Engineer and Construction Manager will review each RFI, determine action required, and respond. Allow seven working days for Engineer’s response for each RFI. RFIs received by Engineer or Construction Manager after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:
i. Requests for approval ofsubmittals.
ii. Requests for approval ofsubstitutions.
iii. Requests for approval ofContractor's means and methods. iv. Requests for coordination information already indicated in the Contract Documents. v. Requests for adjustments in the Contract Time or the Contract Sum. vi. Requests for interpretation of Engineer's actions on submittals. vii. Incomplete RFIs or inaccurately prepared RFIs.

2. Engineer’s action may include a request for additional information, in which case Engineer’s time for response will date from time ofreceipt ofadditional information.

3. Engineer’s action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."
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January 07, 2022 013100-5
i. IfContractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Construction Manager in writing within 10 working days ofreceipt ofthe RFI response.
e. RFI Log: Prepare, maintain, and submit a tabular log ofRFIs organized by the RFI number. Submit log weekly. Use software log that is part ofProject Web site. Include the following:

1. Project name.

2. Name and address ofContractor.

3. Name and address ofEngineer and Construction Manager.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Engineer and Construction Manager's response was received. f. On receipt ofEngineer’s and Construction Manager's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Engineer and Construction Manager within seven working days ifContractor disagrees with response.

1. Identification ofrelated Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

2. Identification ofrelated Field Order, Work Change Directive, and Proposal Request, as appropriate.

1.08 PROJECT Management Software
This project will utilize Procore’s (www.procore.com) project management and collaboration system for all project documentation. The prime contractor and applicable team members (subcontrators) will be required to create a Procore username (email) and password ifthey do not already have one. This contractor and subcontractors will be expected to obtain drawings, sketches, RFIs, meeting minutes, coordination drawings, change order information, etc. via this application. City will notify contractor as relevant items are added. It will be the responsibility ofthe contractor to regularly check and review updated documents as they are added. Ifunfamiliar or not previously trained with software, contractor and applicable team members shall complete a free, one-hour training certification course located at http://learn.procore.com/procore-certification-subcontractor within prior to issuance ofthe Notice to Proceed. There will be no cost to the contractor for use ofProcore.

It is recommended that the contractor provide mobile iOS or Android devices with the Procore App installed to at least one individual on-site to provide real-time access to current posted drawings, specifications, RFIs, submittals, project documents, as well as any deficient observations or punch list items. Providing mobile access will improve communication, efficiency, and productivity for all parties. This section does not relieve the contractor ofthe requirements ofSection 3.11 ofthe General Conditions.

1.09 PROJECT MEETINGS
a. General: Construction Manager will schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time ofeach meeting. Notify Owner and Engineer ofscheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner, Construction Manager, and Engineer, within three (3) days ofthe meeting. b. Preconstruction Conference: Construction Manager will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Engineer, but no later than

1. Conduct the conference to review responsibilities and personnel assignments. 22BLD-1006
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DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 912 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT MANAGEMENT AND COORDINATION 7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013100-6

2. Attendees: Authorized representatives ofOwner, Construction Manager, Engineer, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items ofsignificance that could affect progress, including the following:
i. Tentative construction schedule.
ii. Phasing.
iii. Critical work sequencing and long-lead items.
iv. Designation of key personnel and their duties.
v. Lines ofcommunications.
vi. Procedures for processing field decisions and Change Orders. vii. Procedures for RFIs.
viii. Procedures for testing and inspecting.
ix. Procedures for processing Applications for Payment. x. Distribution ofthe Contract Documents.
xi. Submittal procedures.
xii. Not Used
xiii. Preparation ofrecord documents.
xiv. Use ofthe premises
xv. Work restrictions.
xvi. Working hours.
xvii. Owner's occupancy requirements.
xviii. Responsibility for temporary facilities and controls. xix. Procedures for moisture and mold control.
xx. Procedures for disruptions and shutdowns.
xxi. Construction waste management and recycling.
xxii. Parking availability.
xxiii. Office, work, and storage areas.
xxiv. Equipment deliveries and priorities.
xxv. First aid.
xxvi. Security.
xxvii. Progress cleaning.

4. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes. c. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination and/or mock-up.

1. Attendees: Installer and representatives ofmanufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Engineer and Construction Manager of scheduled meeting dates.

2. Agenda: Review progress ofother construction activities and preparations for the particular activity under consideration, including requirements for the following:
i. Contract Documents.
ii. Options.
iii. Related RFIs.
iv. Related Change Orders.
v. Purchases.
vi. Deliveries.
vii. Submittals.
viii. Not Used.
ix. Review ofmockups.
x. Possible conflicts.
22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 913 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT MANAGEMENT AND COORDINATION 7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013100-7
xi. Compatibility requirements.
xii. Time schedules.
xiii. Weather limitations.
xiv. Manufacturer's written instructions.
xv. Warranty requirements.
xvi. Compatibility ofmaterials.
xvii. Acceptability ofsubstrates.
xviii. Temporary facilities and controls.
xix. Space and access limitations.
xx. Regulations ofauthorities having jurisdiction.
xxi. Testing and inspecting requirements.
xxii. Installation procedures.
xxiii. Coordination with other work.
xxiv. Required performance results.
xxv. Protection ofadjacent work.
xxvi. Protection ofconstruction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes ofthe meeting to each party present and to other parties requiring information.

5. Do not proceed with installation ifthe conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance ofthe Work and reconvene the conference at earliest feasible date.
d. Progress Meetings: Construction Manager will conduct progress meetings weekly.

1. Coordinate dates ofmeetings with preparation ofpayment requests.

2. Attendees: In addition to representatives ofthe City, Construction Manager, and Engineer, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance offuture activities shall be represented at these meetings.

All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Review and correct or approve minutes ofprevious progress meeting. Review other items ofsignificance that could affect progress. Include topics for discussion as appropriate to status of Project.
i. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead ofschedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
ii. Review present and future needs ofeach entity present, including the following:
1) Interface requirements.
2) Sequence ofoperations.
3) Resolution ofBIM component conflicts.
4) Status ofsubmittals.
5) Not Used.
6) Deliveries.
7) Off-site fabrication.
8) Access.
9) Site utilization.
10) Temporary facilities and controls.
22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

4.G.b
Packet Pg. 914 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521 City ofSanta Monica PROJECT MANAGEMENT AND COORDINATION 7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013100-8
11) Progress cleaning.
12) Quality and work standards.
13) Status ofcorrection ofdeficient items.
14) Field observations.
15) Status ofRFIs.
16) Status ofproposal requests.
17) Pending changes.
18) Status ofChange Orders.
19) Pending claims and disputes.
20) Documentation ofinformation for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. i. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report ofeach meeting.

Part 2. PRODUCTS (Not Used)
Part 3. EXECUTION (Not Used)

END OF SECTION
22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 915 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521

CITY OF SANTA MONICA
City ofSanta Monica PHOTOGRAPHIC DOCUMENTATION
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013233-1
Part 1. GENERAL
SECTION 01 32 33

PHOTOGRAPHIC

DOCUMENTATION

1.01 RELATED DOCUMENTS
a. Drawings and general provisions ofthe Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
a. Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Periodic construction photographs.

3. Final completion construction photographs.
b. Related Requirements:

1. Section 31 10 00 "Site Clearing" for photographic documentation before site clearing operations commence.

1.03 INFORMATIONAL SUBMITTALS
a. Key Plan: Submit key plan of Project site and building with notation ofvantage points marked for location and direction ofeach photograph. Indicate same information as corresponding photographic documentation.
b. Digital Photographs: Submit image files within three days oftaking photographs.

1. Submit Photos on CD-ROM or thumb-drive. Include copy ofkey plan indicating each photograph’s location and direction.

2. Identification: Provide the following information with each image description in file metadata tag:
i. Name ofProject.
ii. Name and contact information for photographer.
iii. Name ofConstruction Manager.
iv. Name ofContractor.
v. Date photograph was taken.
vi. Description oflocation, vantage point, and direction. vii. Unique sequential identifier keyed to accompanying key plan.

1.04 FORMATS AND MEDIA
a. Digital Photographs: Provide color images in JPG format, produced by a digital camera with minimum sensor size of 12 megapixels, and at an image resolution of not less than 3200 by 2400 pixels. Use flash in low light levels or backlit conditions. b. Digital Images: Submit digital media as originally recorded in the digital camera, without alterations, manipulation, editing, or modification using image-editing software. c. Metadata: Record accurate date and time and GPS location data from camera. d. File Names: Name media files with date and sequential numbering suffix. 22BLD-1006
09/16/22
DocuSign Envelope ID: 334567A8-59A9-4A32-8A7A-7117809E16D2

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Packet Pg. 916 Attachment: RAMCO - FTA_Construction_Contract_- EXECUTED (7693 : Approval of First modification to the construction contract 11521

CITY OF SANTA MONICA
City ofSanta Monica PHOTOGRAPHIC DOCUMENTATION
7 th Street Fencing Upgrade & Activation
Project No. SP2577 100% Construction Documents
January 07, 2022 013233-2

1.05 CONSTRUCTION PHOTOGRAPHS
a. General: Take photographs using the maximum range ofdepth offield, and that are in focus.

1. Maintain key plan with each set ofconstruction photographs that identifies each photographic location.
b. Preconstruction Photographs: Before commencement ofexcavation take photographs ofProject site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Construction Manager.

1. Flag construction limits before taking construction photographs.

2. Take 20 photographs to show existing conditions adjacent to property before starting the Work.

Santa Monica City CouncilJune 9, 2026

Santa Monica City Council
June 9, 2026