Staff Report - Award Construction Contract and Fund Transfer for Fong Ranch Park Project — Sacramento City Council, September 20, 2022 (part 1 of 2)

City of Sacramento
City Council Report
915 I Street, 1st Floor
Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-01298 9/20/2022 Consent Item 5.

Award Construction Contract and Fund Transfer for Fong Ranch Park Project [Two-Thirds Vote Required]
File ID: 2022-01298
Location: District 3
Recommendation: 1) Pass a Motion by two-thirds vote waiving the requirement for 10-day posting of agreements over $1 million under City Code section 4.04.020(C) and Council Rules of Procedure Chapter 7, Section E.2.d; and adopt a 2) Resolution: a) approving the construction plans and specifications for the Fong Ranch Park Project (L19146500); b) awarding the Fong Ranch Park Project contract to Wabo Landscape Construction, Inc. in the amount of $1,383,250; c) authorizing the City Manager or the City Manager’s designee to execute the contract; and d) authorizing the City Manager or the City Manager’s designee to transfer $343,213 to Fong Ranch Park Project (L19146500) in Park Development Impact Fees (Fund 3204) from the Park Development Impact Fees (Fund 3204) Reserve.

Contact: Dennis Day, Landscape Architect, (916) 808-7633, [email protected]; Raymond Costantino, Park Planning and Development Services Manager, (916) 808-1941, [email protected], Department of Youth, Parks, & Community Enrichment Presenter: None
Attachments:
1-Description/Analysis
2-Contract
Description/Analysis
Issue Detail: The Department of Youth, Parks & Community Enrichment (YPCE) is seeking approval to award a contract to Wabo Landscape Construction, Inc. for the Fong Ranch Park Project. The contract amount is $1,383,250. The improvements will consist of developing a 3.59-acre neighborhood park.

The contract work includes a temporary construction fence, erosion control measures, site grading, City of Sacramento Page 1 of 4
File ID: 2022-01298 9/20/2022 Consent Item 5.
drainage, aggregate base, concrete flatwork, mow strips, curbing, concrete pads, access ramp, a children’s playground, drinking fountain, volleyball courts, corn hole games, table tennis, picnic area with tables and a grill, park benches, trash receptacles, park name and rules signs, electrical, an irrigation system, booster bump assembly, central control assembly, turf hydroseeding, landscaping, tree planting, and a 90-day plant establishment period. Additive alternate bid items include a metal shade structure, a 6 ft. masonry free wall sound wall, and an asphalt basketball court.

The formal bid process for this project has been completed and Wabo Landscape Construction, Inc. has been selected as the lowest responsible and responsive bidder. Construction of the Fong Ranch Park is expected to be completed by summer 2023. Fong Ranch Park is a 3.59-acre neighborhood park located at 3701 Fong Ranch Road, Planning Area 9, Council District 3.

Policy Considerations: City Code Chapter 3.60 provides that City Council approval is required to enter into construction agreements over $250,000.

Providing parks and recreation facilities is consistent with the City’s strategic plan to enhance livability in Sacramento’s neighborhoods by expanding park, recreation, and trail facilities throughout the City. This is also part of the Park Development Process for park planning as stated in the 2005-2010 Parks and Recreation Master Plan.

The recommendations in this report are in accordance with Sacramento City Code Chapter 3.56 and Sacramento City Code Section 4.040.020 and Council Rules of Procedure, Chapter 7, Section E.2.d, which mandate that unless waived by a two-thirds vote of the City Council, all labor agreements, and agreements greater than $1,000,000 shall be made available to the public at least ten (10) days prior to City Council action.

Economic Impacts: The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

The park construction project, in the amount of $1,383,250 is expected to create 5.53 jobs (3.18 direct jobs and 2.35 indirect jobs through indirect and induced activities). Furthermore, it will create $854,067 in total economic output ($538,325 of direct output and $315,742 of output through indirect and induced activities).

Environmental Considerations: The City prepared an Environmental Impact Report (EIR) for the Parkebridge Subdivision Project (P04-212) (Resolution 2006-192) which was certified by City Council on March 14, 2006, at which time the City Council adopted findings of fact and a mitigation City of Sacramento Page 2 of 4
File ID: 2022-01298 9/20/2022 Consent Item 5.
monitoring plan. The project evaluated entitlements for residential development including the development of 31+ acres of parkland, which consisted of neighborhood and community parkland.

On April 24, 2014, the Planning and Design Commission then approved an addendum to the EIR for the Parkbridge Post Subdivision Modification (P13-066) that specifically identified a 3-acre neighborhood park at the subject location.

The California Environmental Quality Act (CEQA) Guidelines provide that a lead agency shall not prepare a subsequent or supplemental EIR in such a case unless one or more of the conditions set forth in CEQA Guidelines Section 15162 is present. The current project consists of the development of the approved master plan for park components and no additional environmental effects would result. Staff has reviewed the proposed project and has determined that none of these conditions described in CEQA Guidelines Section 15162 that would require supplemental analysis are present.

Sustainability: The Fong Ranch Park Project has been reviewed for consistency with the goals, policies, and targets of the City’s Climate Action Plan for Internal Operations 2016 Update, the 2035 General Plan, the 2018 YPCE Strategic Plan, and the Parks and Recreation Master Plan 2005-2010.

The park will advance the goals, policies, and targets of these plans by reducing greenhouse gas emissions and air pollution through the addition of trees, including native and drought-tolerant plantings, and improving the health of all residents through access to a diverse mix of wellness activities. The park development will include sustainable design and maintenance guidelines, including the City’s Model Water Efficient Landscape Ordinance (MWELO), low impact development (LID) strategies to infiltrate stormwater and reduce run-off, and River Friendly landscaping program practices by using water efficient irrigation controlled by the centralized irrigation system, and water/energy efficient appliances.

Commission/Committee Action: None.

Rationale for Recommendation: The formal bidding process for the Fong Ranch Park Project bid was posted in accordance with City Code 3.60 and Administrative Policy AP-4002. The bids were opened on July 13, 2022. Staff received four bids. The results for the responsive bidders are listed below:

CONTRACTOR Base Bid Additive
Alternates 1-4
Total Bid LBE%
Wabo Landscape
Construction, Inc.
$1,175,250 $355,000 $1,530,250 14.7%
TJR Resources, Inc. $1,234,310 $525,530 $1,759,840 33%
Robert Bothman
Construction
$1,620,000 $421,000 $2,051,000 100%
Martin General
Engineering Inc.
$1,982,150 $477,000 $2,459,150 9.2%
City of Sacramento Page 3 of 4
File ID: 2022-01298 9/20/2022 Consent Item 5.

The low bidder was determined based on the total bid amount. The Engineer’s Estimate for the base bid was $944,444 and $253,941 for the additive alternates 1-4, for a total amount of $1,198,385.

Pursuant to City Code Sections 3.60.020 and 3.60.360(E), it was determined that Wabo Landscape Construction, Inc. offered the lowest responsive bid and is a responsible bidder. The contract is recommended to be awarded for the base bid and additive alternates 1-3. The additive alternate bid items are a metal shade structure, a 6 ft. masonry wall sound wall, and an asphalt basketball court for a total amount of $208,000.

Financial Considerations: An additional $343,213 in PIF funding (Fund 3204) will be appropriated to the Fong Ranch Park Project (L19146500) to award the construction contract and including staff time. This project is funded by the park impact fees paid by Parkebridge development project.

Development of parks creates an ongoing cost for park maintenance and utilities based on the size of the park. The park maintenance is estimated to be $71,800 ($20,000 per acre) for this 3.59-acre neighborhood park. Funding for park maintenance is paid for through a maintenance assessment district and will be allocated as part of the annual budget cycle for the upcoming fiscal year.

Local Business Enterprise (LBE): Wabo Landscape Construction, Inc. exceeded the 5% LBE participation requirement.

City of Sacramento Page 4 of 4

CONTRACT

ROUTING SHEET
Contract Cover/Routing Form: Must Accompany ALL Contracts; however, it is NOT part of the contract.

General Information (Required)
Original Contract # (supplements only): ________ Supplement/Addendum #: ___________________ Assessor’s Parcel Number(s): ________________________________________________________________ Contract Effective Date: _________ Contract Expiration Dat e (if applicable): _________ $ Amount (Not to Exceed): ______________________ Adjusted $ Amount (+/-): _____________________ Other Party: ______________________________________________________________________________ Project Title: _____________________________________________________________________________ Project #: ____________________________________ Bid/RFQ/RFP #: ___________________________ City Council Approval: if YES, Council File ID#: __________ Contract Processing Contacts
Department: ______________________________
Contract Coor
dinator: _______________________
Project Manager: ___________________________
Email: ______________________________
Department Review and Routing
(Signature) (Date)
(Signature) (Date)
(Signature) (Date)
Department Director:

Division Manager:

Contracts:

Accounting:
(Signature) (Date)
Special Instruction/Comments (i.e. recording requested, other agency signatures required, etc.) _______________________________________________________________________________________ ------------------FOR CLERK & IT DEPARTMENTS ONLY – DO NOT WRITE BELOW THIS LINE------------------ CC Rev. 12.19.2018
Construction Related Other Party Signature Required

Total
$ 6,030.00
$ 3t DOD„
$
18,000.00
$
$
$
$
$ 8,500.00
$ 20,100.00
$ 1,000.00
$ 11,800.00
$ 35,200.00
$
$
$
$ 26,000.00
$ 1,600.00
$ 66,400.00
7,200.00
4,500.00
4,500.00
2,400.00
7,000.00
3,200.00
Rcv 2-15-2022
101,000.00
12,400.00
7,100.00
7600 .66 /
175; OW.0,0
15,600.00
5,900.00
22,000.00
SACRAMENTO ADDENDUM 2 ISSUED 6/22/22
WABO Landscape & Construction, Inc. REVISED BID PROPOSAL TO THE HONORABLE CITY COUNCIL, SACRAMENTO, CALIFORNIA: In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:

FONG RANCH PARK
PN: L19146500, Bid #B22191121017
in the City and County of Sacramento, California. The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:

Item
No. Item QTY Unit Unit Price
1 Temporary Construction Fence 1 LS $ LUMP SUM
2 Clearing and Grubbing 1 LS $ LUMP SUM
3 Erosion and Sediment Control for Sites over 1 LS $ LUMP SUM 1 Acre.
4 Construction Staking 1 LS $ LUMP SUM
5 Site Grading 1 LS $ LUMP SUM
6 Catch Basin to Place 3 EA $ 5,200.00
7 Playground Catch Basin to Place 1 LS $ LUMP SUM
8 6" Drain Pipe to Place 1 LS $ LUMP SUM
9 8" Drain Pipe to Place 1 LS $ LUMP SUM
10 Standard Manhole No. 3 to Construct 1 LS $ LUMP SUM
11 1" Domestic Water Line to Install 1 LS $ LUMP SUM
12 Drinking Fountain to Install 1 LS $ LUMP SUM
13 Aggregate Base to Place 1 LS $ LUMP SUM
14 Concrete Flatwork to Construct 1 LS $ LUMP SUM
15 Concrete Pads to Construct 1 LS $ LUMP SUM
16 6" Play Area Curb 1 LS $ LUMP SUM
17 9" Concrete Mow Strip to Construct 1 LS $ LUMP SUM
18 Playground Access Ramp to Construct 1 LS $ LUMP SUM
19 Picnic Tables (Regular and ADA) 8 EA $ 8,300.00
20 8' Benches to Install 4 EA $ 1,800.00
21 6' Benches (Backless) to Install 3 EA $ 1,500.00
22 Trash Receptacles to Install 3 EA $ 1,500.00
23 BBQ Grill to Install 1 LS $ LUMP SUM
24 Bike Racks to Install 3 EA $ 800.00
25 Volleyball Posts and Nets to Install 2 SET $ 3,500.00 26 Cornhole Games to Place 2 SET $ 1,600.00
ADDENDUM 2 ISSUED 6/22/22
WABO Landscape & Construction, Inc. REVISED BID PROPOSAL City of

SACRAMENTO
27 Table Tennis to Place 1 LS $ LUMP SUM
28 Park Name Sign to Place 1 LS $ LUMP SUM
29 Park Rules Signs to Install 2 EA $ 350.00
30 Playground Equipment and Swings to Install 1 LS $ LUMP SUM 31 Playground Wood Fiber to Place 1 LS $ LUMP SUM
32 Swing Mat to Install 1 LS $ LUMP SUM
33 Irrigation Control Assembly with Enclosure 1 LS $ LUMP SUM 34 Booster Pump Assembly 1 LS $ LUMP SUM
35 Automatic Irrigation System 1 LS $ LUMP SUM
36 Irrigation Audit 1 LS $ LUMP SUM
37 Soil Preparation and Finish Grading 1 LS $ LUMP SUM
38 24" Box Trees to Plant 1 LS $ LUMP SUM
39 15 Gal. Trees to Plant 1 LS $ LUMP SUM
40 Shrubs and Groundcover to Plant 1 LS $ LUMP SUM
41 Landscape Weed Fabric 1 LS $ LUMP SUM
42 Bark Mulch (4" Depth) 1 LS $ LUMP SUM
43 Turf Hydroseeding 1 LS $ LUMP SUM
44 Plant Establishment Period (90 days) 1 LS $ LUMP SUM 45 2"x4" Header Board to Install 1 LS $ LUMP SUM
46 Electrical System 1 LS $ LUMP SUM
47 City Building Permit Inspection 1 LS $ 1,000.00
Coordination
48 Stabilized Decomposed Granite Pavement to 1 LS $ LUMP SUM Place

BASE BID TOTAL
$ 5,200.00
$ 9,000.00
$ 700.00
$ 54,000.00
$ 10,000.00
$ 2,100.00
$ 14,000.00
$ 35,500.00
$ 0 1P, 000.0D
$ 2,000.00
$ 45,000.00
$ 15,700.00
$ 13,400.00
$ 18,600.00
$ 37,000.00
$ 42,000.00
$ 1 Vi 3.:0,66
$ a/i aDO, 00
$ 3,620.00
$ _32 7 /OD. 06
$ 1,000.00
$ 4,800.00
$ 175, 256 .., cY)

ADDITIVE ALTERNATES BID ITEMS
Item Item Description QTY Unit Unit Price Total
A1 Shade Structure to Install (including shelter 1 Ls $ LUMP SUM $ t-1-7,cyI). 00 lighting, motion sensor, electrical and
conduit)
A2 6' Proto II Wall to Construct 1 LS $ LUMP SUM $ e6 gO / Rev 2-15-2022

SACRAMENTO
ADDENDUM 2 ISSUED 6/2 2/ 22

REVISED BID PROPOSAL
A3 Basketball Court to Construct (Includes
aggregate base, asphalt paving, sports court
curbing, striping, basketball post and
equipment, sports court rules sign, concrete
walk, and one 6' bench on concrete pad)
1 LS $ LUMP SUM

$ op

A4 12' Proto II Wall to Construct 1 LS $ LUMP SUM $ /47) ea)r OC)

ADDITIVE ALTERNATE TOTAL
$ 3 516:000 ,
5,3 GRAND TOTAL $ 0 250 a
The undersigned agrees to execute the Agreement and provide City the executed Agreement, the required insurance certificates, endorsements, and waivers of subrogation, and the required surety bonds within ten (10) calendar days after the undersigned's receipt of the City's notice that the undersigned will be recommended for Contract award and prior to award of the Contract by the City Council. It is understood that this Bid Proposal is based upon completion of the Work within a period of NINETY (90) WORKING DAYS AND NINETY (90) CALENDAR DAYS FOR PLANT ESTABLISHMENT PERIOD), commencing on the date set forth in the written Notice to Proceed issued by the City to the Contractor. The Contractor is hereby notified and reminded that per City Contract requirements, the City will issue a Notice to Proceed within 15 calendar days of execution of contract by City. Contract workdays will start immediately on the date of the Notice to Proceed. Attached is a sample of a Notice to Proceed. The amount of liquidated damages to be paid by the Contractor for failure to complete the work by the completion date (as extended, if applicable) shall be One Thousand Dollars ($1,000) for each calendar day, continuing to the time at which the work is completed. Such amount is the actual cash value agreed upon as the loss to the City resulting from the default of the Contractor. By signing, it is also understood that all labor compliance requirements must be met by all contractors, sub-contractors, and sub-tier contractors before any payment can be made. Failure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met. Partial payments/partial withholdings will not be authorized.

Work under these Special Provisions shall be performed by qualified personnel experienced in work described herein. The Contractor and/or its subcontractor shall possess current and active licenses issued by the California Contractors State License Board for General Engineering Contractor "A" that also holds a "C27" License, or a General Engineering Contractor "A" License with a qualified subcontractor "C27" Licensed at the time of the bid submittal and throughout the construction period. Any cited violations or pending violation investigations by the California Contractors State Licensing Board within three years prior to the date of the bid submittal shall be fully disclosed in the bid.

CLASS GENERAL A LICENSE # 962263 A, B, and C-27
Name: WABO Landscape & Construction, Inc.

Address: 726 Alfred Nobel Drive
Hercules, CA 94547
CLASS C27 LICENSE # 962263 A, B, & C27
Name: WABO Landscape & Construction. Inc.

Address: 726 Alfred Nobel Drive
Hercules, CA 94547

Issue Date: 6/17/2011 Expiration Date: 6/30/2023

Issue Date: 6/17/2011 6/30/2023 Expiration Date:

CWTA REQUIREMENTS
This project may be subject to the requirements of the City's Local Hire and Community Workforce Training Program and the City's Community Workforce Training Agreement (CWTA). A copy of the CWTA and a summary of its requirements (CWTA Summary) is provided in Exhibit D to this solicitation. By submitting a bid, the Contractor acknowledges that it has read and understands all the requirements, terms, and conditions of the CWTA and CWTA Summary, and has included all costs associated with compliance with the CWTA in its bid (if the CWTA is applicable). The CWTA is applicable if the total bid amount including alternates submitted by the Contractor or contractors awarded this project exceeds one million dollars ($1,000,000). If the CWTA applies, the Contractor and all listed subcontractors must execute Addendum A to the CWTA ("Agreement to be Bound") and provide an executed original to the City before the contract can be awarded. Each subcontractor for Work covered by the CWTA hired after the time of bid or after contract award rnust also execute Addendum A to the CWTA.

No subcontractor may perform Work prior to executing Addendum A and providing the executed original to the City. Contractor must include the provisions of this section, as well as a copy of the CWTA and the CWTA Summary, in every subcontract for Work covered by the CWTA. By submitting a bid, Contractor represents that if the bid amount exceeds $1,000,000, the Contractor and all its subcontractors performing Work covered by the CWTA will execute the Agreement to be Bound if awarded the contract.

The failure to sign and submit Addendum A by any subcontractor, shall be grounds for subcontractor substitution and/or for the City to withhold payment for the Work performed in the absence of the necessary Addendum A. The failure to satisfy any Rev 2-15-2022
Oty of
SAC RAM E NTO ADDENDUM 2 ISSUED 6/22/22

REVISED BID PROPOSAL
requirements of the CWTA, including the requirement submit an Addendum A and the requirement to demonstrate a good faith effort to meet the Local Hire and Priority Apprentice Goals, may result in a determination that the Contractor does not meet the City's minimum qualifications to bid on future projects for the City of Sacramento.

DETERMINATION OF LOW BIDDER
The determination of the low bidder will be based on the base bid and all additives, if any. However, the contract award may not include any of the additives. The City reserves the right to select which additives, if any, to include in the contract award in addition to the base bid work. If an additive is an alternative to a bid item and the additive is to be awarded, the contract amount will be based on the additive price instead of the base bid item price. In determining the amount bid by each bidder, the City may disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Proposal. When such a mathematical error appears on the face of the Proposal, the City shall have the right to correct such error and to compute the total amount bid by said bidder on the basis of the corrected figure or figures. The City Council may reject any and all bids and waive any informalities or minor irregularities in the bids. When an item price is required to be set forth in the Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's estimate of the estimated quantities of work to be performed as items of work. If the Proposal contains neither the item price nor the total price for the item, then it shall be deemed incomplete and the Proposal shall be deemed non-responsive. The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents.

The undersigned has checked carefully all of the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.

Rev 2-15-2022

ADDENDUM ACKNOWLEDGEMENT
The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:

Addendum I Addendum 2 Addendum Q&A_01
Addendum Addendum Addendum
Contractor Signature:

PRIME CONTRACTOR - TYPE OF BUSINESS
If the Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of the partnership and one of the partners must subscribe their signature thereto as the authorized representative of the partnership. Check one:

Individual 0 Partnership
[X Corporation Limited Liability Company
Other

PRIME CONTRACTOR LICENSES & TAX INFORMATION
Contractors State License #: 962263
Expiration: 6/30/2023
(must be valid at time of bid)
DIR Registration #: 1 000000448
Expiration: 6/30/2025
(must be valid at time of bid)
City of Sacramento Business Operation Tax It. 1043335
(must be valid prior to award of contract) 12/31/2022 BOTC Expiration:

State Tax ID# 008-4996-8 Federal Tax ID # 45-2325239 rm.,/

SACRAMENTO
ADDENDUM 2 ISSUED 6/22/22

REVISED BID PROPOSAL
CONTRACTOR TO COMPLETE AND SIGN:

BID BOND
Enclosed is a Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal. Amount of 13id Proposal Guarantee Enclosed:
(must not be less than 10% of the total bid amount including alternates) 10% of
$ Bid Amount Bid Bond

Certified Check
Cashier's Check
Money Order
Other

PRIME CONTRACTOR INFORMATION
Legal Business Name:

WABO Landscape & Construction, Inc.

Business Address: 726 Alfred Nobel Drive

Hercules, CA 94547

Phone: 51 0-741 -9226
Email: [email protected]
Print or type clearly - results will he emailed

THIS BOX FOR CITY USE ONLY

CITY CLERK TO FILL OUT
Bid Bond Security Received:
[1] Properly Signed E Improperly Signed
E Not Included
Type of Deposit Received:

Nr •Bid Bond Certified Check
0 Cashier's Check 0 Money Order
E Other
BY: Steve Gladden
Print or Type Signers Name
President
7/13/2022
Signers Title
Rev 2-15-2022
Date

LOCAL BUSINESS ENTERPRISE (LBE)

PARTICIPATION PROGRAM
NOTE: Proposers must provide responses to the following items. Failure to provide a response to each of the items in this section may be grounds for rejection of the proposal.

1. LBE FIVE PERCENT (5%) PARTICIPATION
On April 3, 2012, the Sacramento City Council adopted a Local Business Enterprise (LBE) Preference Program to provide enhanced opportunities for the participation of local business enterprises (LBEs) in the City's contracting and procurement activities. On November 19, 2013, City Council increased the LBE preference and authorized City departments to require minimum LBE participafion levels in individual contracts. Under City Code section 3.60.270 , when the bid specificafions for a City contract establish a minimum participation level for LBEs, no bidder on the contract shall be considered responsive unless its bid meets the minimum LBE participation level required by the bid specifications.

The City has established a minimum 5% participafion level for LBEs on this contract. Pursuant to City Code Section

3.60.270, no bidder on this contract shall be considered responsive unless its bid meets or exceeds this minimum participation level. To qualify for this requirement, bidders must either (a) be an LBE, or (b) subcontract with a qualified LBE.

Detailed information about this program can be found at http://www.cityofsacramento.org/Finance/Procurement/ Contract-Ordinances
Local Business Enterprise means a business enterprise, including but not limited to, a sole proprietorship, partnership, limited liability company, corporation, or other business entity that has a legitimate business presence in the city or unincorporated county of Sacramento. Evidence of legitimate business presence in the city or unincorporated county of Sacramento shall include:

1. Having a current City of Sacramento Business Operation Tax or County of Sacramento Business License for at least twelve (12) consecutive months prior to submission of bid; and

2. Having either of the following types of offices or workspace operafing legally within the city or unincorporated county of Sacramento for at least twelve (12) consecutive months prior to submission of bid:
a. The LSE's principle business office or workspace; or b. The LBE's regional, branch or satellite office with at least one full time employee located in the city or unincorporated county of Sacramento.

A. LOCAL BUSINESS ENTERPRISE JLBEI
Is the firm submitting the bid qualified as a local business enterprise? Check the appropriate box below:

YES - the firm submitting the bid is qualified as a local business enterprise.

SUBCONTRACTING - The firm submittin? the bid is qualified by utilizing subcontractors or sub-tier suppliers who qualify as local business enterprises.* NO - the firm submitting the bid is not qualified as a local business enterprise.

If the response to the above is YES, provide the City of Sacramento Business Operations Tax Certificate Number and/or County of Sacramento Business License Number:

If the response to the above is YES, a current copy of the City of Sacramento Business Operations Tax Certificate and/or County of Sacramento Business License must be provided upon request.

If the response to the above is YES, provide business office or workspace address":
* If utilizing subcontractors to satisfy the minimum five percent (5%) LBE requirements, the Subcontractor and Local Business Enterprise Participation Verification Form found at http://www.cityofsacramento.org/Finance/Procurement/ Contract-Ordinances must be submitted with your proposal. " Address must be a physical address for the basis of location, this excludes P.O. Box addresses, etc.

Col of

SACRAMENTO

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE PARTICIPATION FORM FOR PUBLIC PROJECTS OVER $250,000

THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list the business entities used to attain the 5% LBE requirement. Additionally, the bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount. In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for all work, services or materials listed. No contractor or subcontractor rnay be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The failure to attain the 5% LBE participation or the inclusion of false information or the omission of required information will render the bid non-responsive.

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Name WABO Landscape & Construction, Inc. (REQUIRED) Prime Contractor DIR Registration # 1000000448 Business Name -)e -ezt-e‹:Le .-- L e C'A- i k
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require D1R Registration) Ig Subcontractor
• Supplier
CSLB/Professional License # lq 4305 - DIR Registration # (10 digits) Address Pt , 3 gp A 'yid ova -X - Does this subcontractor or supplier qualify as an LBE? L '5 :.- City, State, Zip 0 14 ui c 4.el 45 cA q5-c,2j Estimated dollar value of work, services or materials to be performed of provided $ 3 // 7 37, Contact Person F , 6k,c4 Co iv 1 1 c D Type of Work, Services, or Materials to be provided to complete contract.

Email Address 0'w6---tij I e c a, Rete6Yzr`ccri. - -
-14,t'iNi 5A/\ 4 ciA4-,JA E_Ied-rtee,..)
Phone 9 i (p ' 71/43S- - 3 L4--
Business Name ..------L_ 1
vv. 190-u, LINKe A5p6/f
Subcontractor or Supplier? (Concrete delivery cornpanies, ternp fence companies that perform labor of installing or removing fencing and surveyors require D1R Registration) -4g Subcontractor
• Supplier
CSLB/Professional License # 6 i 1 4 -7Z0 DIR Registration # (10 digits) 1066w5ei (F-7 Address ,-59/ Aecc44 1 ki k f b`e Does this subcontractor or supplier qualify as an LBE? (12,6 1-13C City, State, Zip
A
--K kAz C ezApj,04 C157,4)._
...

Estimated dollar value of work, services or materials to be performed of provided $ 0 -'5 (060 a 06 ' / Contact Person .,a r -)- Type of Work, Services, or Materials to be provided to complete contract.

Email Address Citk t5+1'44 h •rc;'(--r-t t-A.c
, ( 0-vt& ‘),44))5)'‘ , ± •C-fr §4-0-9 Pf5i5/4"' -
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I hereby certify that each subcontractor listed on this LBE Participation Form has been notified that it has been listed and has consented in writing to its name being submitted for this contract. The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the n in awardingthe contract , _ “

- ? Steve
' Gladden t id P resen 7/13/2022 . $ i I , 597) ca5O e OD I
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) coiof

SACRAMENTO

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE PARTICIPATION FORM FOR PUBLIC PROJECTS OVER $250,000

THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list the business entities used to attain the 5% LBE requirement. Additionally, the bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount. In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for a work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Departrnent of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The failure to attain the 5% LBE participation or the inclusion of false information or the omission of required information will render the bid non-responsive.

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Name WABO Landscape & Construction, Inc.

REQUIRED) Prime Contractor DIR Registration # k(
r
1000000448
Business Name sIPT 5 - IT \ 191rii r
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) X ' Subcontractor
E Supplier
CSLB/Professional License # 70'1 5 - 33 DIR Registration # (10 digits) I 0 (1)6On 31 1 Address 1 1 ) - 7 -Th 3 AjLQ . . Does this subcontractor or supplier qualify as an LBE? cee . Lt3E City, State, Zip Estimated dollar value of work, services or materials to be performed of provided .2 5- 3 1q0.--e) Contact Person LetAAS Wty\At)!Id kazAA- Type of Work, Services, or Materials to be provided to complete contract.

Email Address e Lt.) 9 03 A5 K5t,1 r --.. , c_ D YIA, Etten(V\- -4 :5-At4cial- “th -' /-664t 11' Phone 1 i G _3(c, 9 - a( 4 4k Business Name
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require D1R Registration) . Subcontractor
Supplier •
CSLB/Professional License # DIR Registration # (10 digits) Address
,
Does this subcontractor or supplier qualify as an LBE?
_
City, State, Zip Estimated dollar value of work, services or materials to be performed of provided -
$
i
Contact Person Type of Work, Services, or Materials to be provided to complete contract.

Email Address
Phone
I hereby certify that each subcontractor listed on this LBE Participation Form has been notified that it has been listed and has consented in writing to its name being submitted tor this contract. The Prirne Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accuracv of is inform.ation in awardine the contract.

Steve
Gladden President 7/13/2022 $
,
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) C ity

SACRAMENTO

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE PARTICIPATION FORM FOR PUBLIC PROJECTS OVER $250,000
THIS I-ORM MUST BE SUBMITTED WITH THE SEALED BID PROPOS Ai To be eligible for award of this contract, the bidder shall list the business entities used_to attain the 5% LBE reqnirement. Additionally, the bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount. In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value , exceeds one-half of 1 percent of the total bid or ten thousand dollars (MON), whichever is greater,. shall be listed. Estimated dollar vahies shall be provided for all work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a) j. The failure to attain the 5% LBE participation or the inclusion of false information or the omission of required information will render the bid non-responsive.

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY

Prime Contractor Name WABO Landscape & Construction, Inc.

(REQUIRED Prime Contractor DIR Registration # 1000000448

Business Name , I VVh o Built Creative Builders nc ' Subcontractor or Supplier? (Concrete delivery companies, temp ftnce companies that perform labor of installing or removing fencing and surveyors require D1R Registration) X Subcontractor
D Supplier
CSLB/Professional License # 808069 DIR Registration # (10 digits) 1000007710 - Address PO Box 1568 Does this subcontractor or supplier qualify as an LH? N/A City, State, Zip Shafter, CA 93263
-- -- -- -
Estimated dollar value of work, services or materials to be performed of provided 1 27 409 Contact Person Ronni Hammons Type of Work, Services, or Materials to be provided to complete contract.

Email Address [email protected] w 5 kAgLA,0 .ri O''' 1 $ (... k.e._ st4:1 Phone 707-736-6210
Business Name Nitta Erosion Control Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require D1R Registration) X Subcontractor ,
J Supplier
CSLB/Professional License # 401640 DIR Registration # (10 digits) 1000000478 Address 3778 Del Mar Avenue Does this subcontractor or supplier qualify as an LBE? N/A City, State, Zip Loomis, CA 95650 Estimated dollar value of work, services or materials to be performed of provided 14 316 Contact Person Scott Nitta Type of Work, Services, or Materials to be provided to complete contract.

Email Address [email protected] IA rii o 5 Q.,e a
Phone 916-652-7459
hereby certify that each subcontractor listed on this l..f3E Participation Form has been notified that it has been hsted and has consented in writing to its name being submitted for this contract. The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accuracv of this information in awarding the contract.
_ - Steve Gladden, President 7/13/2022 $
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) City of

SACRAMENTO

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE PARTICIPATION FORM FOR PUBLIC PROJECTS OVER $250,000
THIS FORM MUST BE SUI3MITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list the business entities used to attain the 5% LBE requirement. Additionally, the bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount. In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall he provided for all work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for hid purposes only under Labor Code section 1771.1(a)]. The failure to attain the 5% LBE participation or the inclusion of false information or the omission of required information will render the bid non-responsive.

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY

Prime Contractor Name WABO Landscape & Construction, Inc.

(REQUIRED) Prime Contractor DIR Registration # 1000000448

Business Name CENTERLINE Striping Co .
•
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) .

X Subcontractor __.
. Supplier --:- -
CSLB/Professional License # 499345 DIR Registration # CIO digits) 100004030 — Address
. 9847 Dino Drive Does this subcontractor or supplier qualify as an LBE? Yes _ City, State, Zip
, Elk Grove, CA 95624 Estimated dollar value of work, services or materials to be performed of provided $ '3 39 0 • Dn
/
Contact Person Andrew Santellan Type of Work, Services, or Materials to be provided to complete contract.

Email Address [email protected] Asphalt Sealing & Striping Phone
- 916-686-8860
Business Name NO MAC Irrigation Supplies Subcontractor or Supplier? (Concrete delivery comPanies, temp fence companies that perform lapor of installing or removing fencing and surveyors require DIR Registration) 7 Subcontractor
X Supplier ...

CSLB/Professional License # N/A DM Registration # (10 digits) N/A Address 3449 Lon iew Drive 6 Does this subcontractor or supplier qualify as an LBE? Yes City, State, Zip Sacramento, CA 9 21 Estimated dollar value of work, Services or materials to be performed of provided Contact Person Laurie Bogart Type of Work, Services, or Materials to be provided to complete contract.

Email Address Laurie@ rmac com Furnish Irrigation Materials Phone 916-4 2-2924
I hereby certify that each subcontractor listed on this LBE Participa ion Form has been notified that it has been listed and has consented in writing to its name being subinittal for this contract. The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accuracv of this informati n in awardin the contract.
-- - _- .--'7"-- ,
Steve Gladden, President , 7/13/2022 $
—
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) LBE status is applicable to the following:
• Any Sacramento addresses which encompasses both the City & unincorporated Sacramento County - including neighborhoods like Rosemont, Antelope, Foothill Farms & Walerga.
• North Highlands
• Carmichael
• Fair Oaks
• Orangevale
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The map below can be found at: http://www.311.saccounty.net/Pages/Sacramento-County-Maps.aspx For an interactive map showing exact address locations within the City of Sacramento or unincorporated County of Sacramento: http://generalmap.gis.saccounty.net/ISViewer/county portal.html

SACRAMENTO

DRUG-FREE POLICY AND AFFIDAVIT
Fong Ranch Park
PN: L19146500, Bid #B22191121017
BID PROPOSAL MAY BE DECLARED NONRESPONSIVE IF THIS FORM (COMPLETED) IS NOT ATTACHED.

Pursuant to City Council Resolution CC90-498 dated 6/26/90 the following is required.

The undersigned contractor certifies that it and all subcontractors performing under this Agreement will provide a drug-free workplace by:

1. Publishing a "Drug-Free Workplace" statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the contractor's workplace and specifying the actions that will be taken against employees for violations of such prohibition.

2. Establishing a Drug-Free Awareness Program to inform employees about:
a. The dangers of drug abuse in the workplace.
b. The contractor's policy of maintaining a drug-free workplace. c. Any available drug counseling, rehabilitation, and employee assistance program. d. The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace.

3. Notify employees that as a condition of employment under this Agreement, employees will be expected to:
a. Abide by the terms of the statement.
b. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace.

4. Making it a requirement that each employee to be engaged in the performance of the Agreement be given a copy on the "Drug-Free Workplace" statement.

5. Taking one of the following appropriate actions, within thirty (30) days of receiving notice from an employee or otherwise receiving such notice, that said employee has received a drug conviction for a violation occurring in the workplace:
a. Taking appropriate disciplinary action against such an employee, up to and including termination; or b. Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by a federal, state, or local health, law enforcement or other appropriate agency. * I certify that no person employed by this company, corporation, or business has been convicted of any criminal drug statute violation on any job site or project where this company, corporation or business was performing was within three years of the date of my signature below.

EXCEPTION:

Date Violation Type Place of Occurrence
If additional space is required use back of this form.
* The above statement will also be incorporated as a part of each subcontract agreement for any and all subcontractors selected for performance on this project.

IN THE EVENT THIS COMPANY, CORPORATION, OR BUSINESS IS AWARDED THIS CONSTRUCTION AGREEMENT, AS A RESULT OF THIS BID; THE CONTRACTOR WITH HIS/HER SIGNATURE REPRESENTS TO THE CITY THAT THE INFORMATION DISCLOSED IN THIS DOCUMENT IS COMPLETE AND ACCURATE. IT IS UNDERSTOOD AND AGREED THAT FALSE CERTIFICATION IS SUBJECT TO IMMEDIATE TERMINATION BY THE CITY.

The Representations Made Herein On This Document Are Made Under Penalty Of Perjury.

CONTRACTOR'S NAME:

WABO Landscape & Construction, Inc.

BY: -- (teve Gladden President Date: 7/13/2022
Title
Effects of violations: a. Suspension of payments under the Agreement. b. Suspension or termination of the Agreement. c. Suspension or debarment of the contractor from receiving any Agreement from the City of Sacramento for a period not to exceed five years.

FM 681
(Rev. 10/5/01)
attire
Fong Ranch Park
PN: L19146500, Bid #622191121017

MINIMUM QUALIFICATIONS QUESTIONNAIRE
Sacramento City Code Section 3.60.020 authorizes the Sacramento City Council to adopt standard minimum qualifications for bidders on competitively bid public works construction projects, and requires, among other provisions, that a bidder meet such minimum qualifications at the time of bid opening in order to bid. On July 31, 2007, the City Council adopted Resolution No. 2007-574 establishing these standard minimum qualifications. Pursuant to City Code section 3.60.020, a bidder failing to meet these minimum qualifications at the time of bid opening shall not be considered a responsible bidder for purposes of bidding on the subject project
All bidders must demonstrate compliance with the minimum qualifications established by Resolution No. 2007-574 by completing all of the questions contained in this questionnaire. Bidder responses shall be limited to those operating business units, offices, branches and/or subsidiary divisions of the bidder that will be involved with the performance of any project work if awarded the contract. If a bidder answers "yes" to any single question, fails to submit a fully completed questionnaire, or submits false information, this will result in a determination that the minimum qualifications are not met, and the bidder shall not be considered a qualified bidder for purposes of bidding on this contract. If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must separately meet these minimum qualifications for the Joint Venture to be considered a qualified bidder.

The City of Sacramento ("City") shall make its determination on the basis of the submitted questionnaire, as well as any relevant information that is obtained from others or as a result of investigation by the City. While it is the intent of this questionnaire to assist the City in determining whether bidders possess the minimum qualifications necessary to submit bids on the City's competitively bid public works construction contracts, the fact that a bidder submits a questionnaire demonstrating that it meets these minimum qualifications shall not in any way limit or affect the City's ability to: (1) review other information contained in the bid submitted by the bidder, and additional relevant information, and determine whether the contractor is a responsive and/or responsible bidder; or (2) establish pre-qualification requirements for a specific contract or contracts.

By submitting this questionnaire, the bidder consents to the disclosure of its questionnaire answers: (i) to third parties for purposes of verification and investigation; (ii) in connection with any protest, challenge or appeal of any action taken by the City; and (iii) as required by any law or regulation, including without limitation the California Public Records Act (Calif. Gov't Code sections 6250 et seq.). Each questionnaire must be signed under penalty of perjury in the manner designated at the end of the form, by an individual who has the legal authority to bind the bidder submitting the questionnaire. If any information provided by a bidder becomes inaccurate, the bidder shall immediately notify the City and provide updated accurate information in writing, under penalty of perjury.

QUESTIONNAIRE
NOTICE: For firms that maintain other operating business units, offices, branches and/or subsidiary divisions that will not be involved with the performance of any project work if the firm is awarded the contract, references hereafter to "your firm" shall mean only those operating business units, offices, branches and/or subsidiary divisions that will be involved with the performance of any project work.

All of the following questions regarding "your firm" refer to the firm (corporation, partnership or sole proprietor) submitting this questionnaire, as well as any firm (s) with which any of your firm's owners, officers, or partners are or have been associated as an owner, officer, partner or similar position within the last five years. The firm submitting this questionnaire shall not be considered a responsible bidder if the answer to any of these questions is "yes", or if the firm submits a questionnaire that is not fully completed or contains false information.

1. Classification & Expiration Date(s) of California Contractor's License Number(s) held by firm:
962263 A, B, & C-27 En) 6/30/2023

2. Has a contractor's license held by your firm and/or any owner, officer or partner of your firm been revoked at anytime in the last five years?
O Yes X No

3. Within the last five years, has a surety firm completed a contract on your firm's behalf, or paid for completion of a contract to which your firm was a party, because your firm was considered to be in default or was terminated for cause by the project owner? O Yes X No

4. At the time of submitting this minimum qualifications questionnaire, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a public works contract, pursuant to either California Labor Code section 1777.1 (prevailing wage violations) or Labor Code section 1777.7 (apprenticeship violations)?
O Yes X No

5. At any time during the last five years, has your firm, or any of its owners, officers or partners been convicted of a crime involving the awarding of a contract for a government construction project, or the bidding or performance of a government contract?
O Yes XNo

6. Answer either subsection A or B, as applicable:

A. Your firm has completed three or more government construction contracts in Sacramento County within the last five years: Within those five years, has your firm been assessed_liquidated damages on three or more government construction contracts in Sacramento County for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging the assessment of liquidated damages on a government contract within the last five years, you need not include that contract in responding to this question.

O Yes X No 0 Not applicable
OR
B. Your firm has not completed at least three government construction contracts in Sacramento County within the last five years: Within the last three years, has your firm been assessed liquidated damages on three or more government construction contracts for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging an assessment of liquidated damages on a government contract within the last three years, you need not include that contract in responding to this question.

O Yes 0 No 0 Not applicable

7. In the last three years has your firm been debarred from bidding on, or completing, any government agency or public works construction contract for any reason? NOTE: If there is a pending administrative or court action challenging a debarment, you need not include that debarment in responding to this question.

0 Yes XNo

8. Has CAL OSHA assessed a total of three or more penalties against your firm for any "serious" or "willful" violation occurring on construction projects performed in Sacramento County at any time within the last three years?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

O Yes X No

9. Answer either subseetionkorM, as preferred:

A. In the last three years has your firm had a three year average Workers' Compensation experience modification rate exceeding 1.1?

D Yes KNo
OR
B. In the last three years has your firm had a three-year average incident rate for total lost workday cases exceeding 10?
NOTE: Incident rates represent the number of lost workday cases per 100 full-time workers and is to be calculated as: (N/EH) x 200,000, where = number of lost workday cases (as defined by the U.S. Dept. of Labor, Bureau of Labor Statistics)
EH = total hours worked by all employees during the calendar year 200,000 = base for 100 equivalent full-time worldng (working 40 hours per week
50 weeks per year)
O Yes DNo

10. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed penalties three or more times, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was a contractor in Sacramento County? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

O Yes X No

11. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed a single penalty of $100,000 or more, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was the contractor in Sacramento County? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

O Yes X No

12. In the past three years, have civil penalties been assessed against your firm pursuant to California Labor Code 1777.7 for violation of California public works apprenticeship requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

O Yes DKNo

13. In the past three years, has a public agency in California withheld contract payments or assessed penalties against your firm for violation of public works prevailing wage requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a withholding or penalty assessment, you need not include that withholding or penalty assessment in responding to this question.

ri Yes XNo

14. Has your firm been assessed penalties for violation of public works prevailing wage requirements in California, in an aggregate amount for the past three years of $50,000 or more? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

1 Yes X No

VERIFICATION AND SIGNATURE
I, the undersigned, certify and declare that I have read all the foregoing answers to this Minimum Qualifications Questionnaire, and know their contents. The matters stated in these Questionnaire answers are true of my own knowledge and belief, except as to those matters stated on information and belief, and as to those matters I believe them to be true. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Signed at Hercules, CA 94547 , on 7/13/2022 .

Contra Costa County (Location) (Date)
Signature:

Print name: Steve Gladden
Title: President
NOTE: If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must submit a separate Minimum Qualifications Questionnaire.

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-574
DATE ADOPTED: July 31, 2007

Contracts and Compliance Services
915 I Street, 3rd Floor
Sacramento, CA 95814
Phone: 916-808-1923
[email protected]

Fong Ranch Park
PN L19146500, Bid #B22191121017
Addendum No. 1

June 15, 2022

To all Potential Bidders:

Attached hereto are addenda items, which shall be incorporated into the bid proposal for above noted project. These changes shall be considered as part of the original documents, as if they were originally provided therein, and as such shall be used as contractual documents. All other terms, conditions, and specifications of the bid remain unchanged. Bidders must acknowledge receipt of this addendum prior to the hour and date specified in the bid request, or as amended, by one of the following methods:

(a) By acknowledging receipt, on the bid proposal form submitted; or (b) By separate letter or email which includes a reference to the bid request and addendum number.

Failure to acknowledge receipt of this addendum in one of the above methods and cause acknowledgment to be received prior to the hour and date specified for receipt of proposals, may result in rejection of your offer. If by virtue of this addendum you decide to change an offer already submitted, such change may be made by email or letter, provided such email or letter makes reference to the bid request number and this addendum, and is received prior to the opening hour and date specified.

Respectfully,

Brenda Kee
Contracts & Compliance Specialist

Enclosure

Fong Ranch Park
PN L19146500, Bid #B22191121017
Addendum No. 1

ITEM 1 Bid due date change – Bids to be received before 2:00 P.M. July 13, 2022 at:

City Clerk’s Office, New City Hall, 915 I Street, 5th Floor, Sacramento, CA 95814

ITEM 2 Questions deadline change – No oral representations or interpretation will be made to any bidder as to the meaning of the contract documents. Request for interpretation or questions shall be made in writing through the Q&A tab in PlanetBids only no later than July 6, 2022 prior to 2PM.

ITEM 3 Answers to questions received up to 6/14/22.

ITEM 4 Updated Bid Proposal Form – this revised form must be used at time of bid.

ITEM 5 Full scale plans as of 6/10/22

Department of Youth, Parks & Community Enrichment
Contracts and Compliance Services
915 I Street, 3rd Floor
Sacramento, CA 95814

INVITATION TO BID / CONTRACT SPECIFICATIONS
Fong Ranch Park
PN: L19146500, Bid #B22191121017
Bids to be received before
2:00 P.M. July 13, 2022
at:

City Clerk’s Office
New City Hall
915 I Street, 5th Floor
Sacramento, CA 95814
Project Manager: Dennis Day
Estimated Construction Cost: $944,444.00 base bid, $1,198,395.00 with alternates Construction Time: 90 working days for construction, 90 calendar days for plant establishment

QUESTIONS AND RESOLUTION OF DISCREPANCIES
No oral representations or interpretation will be made to any bidder as to the meaning of the contract documents.

Request for interpretation/questions shall be made in writing through the Q&A tab in PlanetBids only no later than July 6, 2022 prior to 2PM.
http://www.planetbids.com/portal/portal.cfm?CompanyID=15300# Interpretation, where necessary, will be made by the City in the Q&A tab of PlanetBids or in the form of an addendum to the contract documents, and when issued, will be sent as promptly as is practical to all parties to whom the bid documents have been issued via PlanetBids. All such addenda shall become part of the contract.

CITY’S LOCAL HIRE AND COMMUNITY WORKFORCE TRAINING PROGRAM AND THE CITY’S COMMUNITY WORKFORCE TRAINING AGREEMENT (CWTA)
This project may be subject to the requirements of the City’s Local Hire and Community Workforce Training Program and the City’s Community Workforce Training Agreement (CWTA). A copy of the CWTA and a summary of its requirements (CWTA Summary) is provided in Exhibit D to this solicitation. By submitting a bid, the Contractor acknowledges that it has read and understands all the requirements, terms, and conditions of the CWTA and CWTA Summary, and has included all costs associated with compliance with the CWTA in its bid (if the CWTA is applicable).

The CWTA is applicable if the total bid amount including alternates submitted by the Contractor or contractors awarded this project exceeds one million dollars ($1,000,000).

If the CWTA applies, the Contractor and all listed subcontractors must execute Addendum A to the CWTA (“Agreement to be Bound”) and provide an executed original to the City before the contract can be awarded. Each subcontractor for Work covered by the CWTA hired after the time of bid or after contract award must also execute Addendum A to the CWTA. No subcontractor may perform Work prior to executing Addendum A and providing the executed original to the City.

Contractor must include the provisions of this section, as well as a copy of the CWTA and the CWTA Summary, in every subcontract for Work covered by the CWTA.

By submitting a bid, Contractor represents that if the bid amount exceeds $1,000,000, the Contractor and all its subcontractors performing Work covered by the CWTA will execute the Agreement to be Bound if awarded the contract.

The failure to satisfy any requirements of the CWTA, including the requirement submit an Addendum A and the requirement to demonstrate a good faith effort to meet the Local Hire and Priority Apprentice Goals, may result in a determination that the Contractor does not meet the City’s minimum qualifications to bid on future projects for the City of Sacramento.

Addendum 1
issued on 6/15/22
Invitation to Bid
(REV. 7/11/17)
Sealed Proposals will be received by the City Clerk of the City of Sacramento at the office of the City Clerk, New City Hall, 5th Floor, located at 915 I Street between 9th and 10th Streets, up to the hour of 2:00 PM on July 13, 2022 for:

Fong Ranch Park
PN: L19146500, Bid #B22191121017
as s et forth in th e C ontract Documents. Official copies of t he c ontract documents ar e available a t Planetbids:
http://www.planetbids.com/portal/portal.cfm?CompanyID=15300# There are no c osts to view or d ownload the plans an d specifications. Other so urces may not be r eliable.

Please download your bid documents from Planetbids.

The bids will be opened via a Zoom meeting only at 2:30PM, Wednesday, June 22, 2022. The meeting will be available at 2:15PM to ensure all participants can log in. There will be a short period at the end of the call to ask for a repeat of any information. If you have questions about bid openings contact Wendy Klock-Johnson at [email protected] or 916 808-7509. After the bid opening you may obtain a copy of the bid opening summary or copies of the bids by emailing [email protected] .

To view this public bid opening please connect using the links below:

Join v
ia Zoom online (please mute your microphone)
https://cityofsacramento-org.zoom.us/j/93077455918
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ia One Tap Mobile (please mute your microphone)
+16699006833,,93077455918# US (San Jose)
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Join v
ia Phone Webinar ID: 930 7745 5918 (please mute your microphone) Dial (for higher quality, dial a number based on your current location):

US: +1 (669) 900-6833 or +1 (253) 215-8782 or +1 (346) 248-7799 or +1 (929) 205-6099 or +1 (301) 715-8592 or +1 (312) 626-6799 In
ternational numbers available: https://cityofsacramento-org.zoom.us/u/acfxKNwPM Pro
posals received and work performed thereunder shall comply with the requirements of Title 3 of the Sacramento City Code. Each Bid Proposal shall be accompanied by bid security of at least 10% of the sum of the Bid Proposal which conforms to the requirements of Section 7.0 of the Instructions to Bidders. The right to reject Proposals or to waive any error or omission in any Bid Proposal received is reserved by the City. Signed proposals shall be submitted on the printed forms contained in the solicitation and enclosed in an envelope marked: Sealed Bid Proposal for: Fong Ranch Park, PN: L19146500, Bid #B22191121017.

Con
tractors and all s ubcontractors shall comply with the rates of wages currently estab lished by the Director of Industrial Relations under provisions of Sections 1773 of the Labor Code of the State of California, a copy of which is on file in the of fice of the City Clerk. In accordance with Sacramento City Code Section 3.60.180 and Section 1771.5 of the California Labor Code, the payment of the general prevailing rate of per diem wages or the general prevailing rate of per diem wages for ho liday and overtime is not required for any Public Construction project of $25,000 or less, or Public M aintenance project of $15,000 or less. Electronic Web submittal of Labor Compliance Reports is effective May 1, 2007. E ach contractor and every lower -tier subcontractor is required to submit certified payrolls and labor compliance documentation electronically at the discretion of and in the manner specified by the City of Sacramento.

Electr
onic submittal will be a web -based system, accessed on the World Wide We b by a web browser.

Each contractor and subcontractor will be given a Log On identification and password to access the City of Sacramento reporting system.

Addendum 1 issued 6/15/22
Invitation to Bid
(REV. 7/11/17)
Use of the system may entail additional data entry of weekly payroll information includ ing; empl oyee identification, labor classification, total hours worked and hours worked on this projec t, wage and benefit rates paid, etc.

All labor
compliance requirements must be met by all contractors, sub-contractors , and sub -tier contractors. Failure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met.

Partial payments/partial withholdings will not be authorized.

These r
equirements w ill be ‘flowed down’ to every lower -tier subcontractor and vendor required to provide labor compliance documentation.

All
questions regarding the labor compliance requirements should be directed to Contracts Servi ces at [email protected].

Depa
rtment of Industrial Relations Registration and Reporting Requirements (SB 854) Labor Code Section 1725.5 (enacted by SB 854) requires all contractors bidding on this contract, all subcontractors listed in a bid for t his contract, and any contractor or subcon tractor performing any work under this contract, to be currently registered with the Californ ia Department of Industrial Relations (DIR), as specified in Labor Code Section 1725.5. Labor Code Section 1771.1 (enacted by SB 854) provides that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal (subject to the requirements of S ection 4104 of the Public Contract Code), or engage in the performance of any contract for public work, unless currently registered and q ualified to perform public work pursuant to Labor Code Section 1725.5. Every bidding contractor shall list the contract or’s current DIR registration number, and the current DIR registration number of all listed subcontracto rs, on the Subcontractor and Local Business Enterprise (LBE) Participation Verification Form included in the contractor’s bid.

Purs
uant to Labor Code Section 1771.1(b): (1) any bid received from a contractor that is not curren tly registered and qualified to perform public work pursuant to Labor Code Section 1725.5 shall be rejected as non-responsive; and (2) any bid listing one or more subcontractors on the bidder’s Subcontractor and Local Business Enterprise (LBE) Participatio n Verification Form that ar e not currently registered and qualified t o perform public work pursuant to Labor Code Section 1725.5, shall be rejected as non - responsive, unless the listing was an inadvertent error and any of the conditions specified in Labor Code Section 1771.1(c) apply.

This con
tract also is subject to compl iance monitoring and enforcement by the DIR. For all contracts awarded on or after April 1, 2015, California Labor Code Section 1771.4 (enacted by SB 854) requires the contractor and all subcontractors to furnish electronic payroll records direct ly to the Labor Commissioner (in addition to City staff via the City’s electronic system).

For
more information regarding registration and reporting requirements visit:
https://www.dir.ca.gov/Public-Works/Contractors.html
Pur
suant to Sacramento City Code Section 3.60.250, any Agreement awarded pursua nt to this Invitation to Bid shall contain a provision permitting the substit ution of securities for any monies withheld to ensure performance under the Agreement. The terms of such provisions shall be according to the requirements and the form required by the City.

Bid p
rotests must be filled and maintained in accordance with the provisions of Sections 3.60.460 through

3.60.560 of the Sacramento City Code. Bid protests that do not comply with Sections 3.60.460 through

3.60.560 of the Sa cramento City Cod e shall be invalid and shall not be considered. A bid protest fee of $750.00 is required at the time of filing to be considered valid in accordan ce with City of Sacramento Resolution No. 2003 -231 dated April 29, 2003. As used herein, th e term "bid prote st" includes any bid protest that (1) claims that one or more bidders on this contract should be disqualified or rejected for any reason, or (2) c ontests a City staff recommendation to award this contract to a particular bidder, or (3) contests a City staff recommendation to disqualify or reject one or more bidders on this contract . A copy of Sections 3.60.460 through 3.60.560 of the Sacramento Cit y Code may be obtained from the Project Manager, or from the City Clerk, located at 915 I Street, Sacramento, CA 95814.

City of Sacramento
Q & A for Project Fong Ranch Park (B22191121017)
Questions Exported on 06/14/2022
Submitted By Submit Date Question Answer
Marina
Landscape
Inc.
06/02/2022
9:57:31 AM
Can we get full sized scaled drawings. The
reduced size drawings are very blurry no the
words for all the details and notes.

I have uploaded a copy of the full sized
plans under the documents tab. No
changes have been made to the plans
but this should be a clearer copy.

WABO

LANDSCAPE &

CONSTRUCTIO
N, INC.
06/09/2022
9:43:56 AM
There is only 90 working days on the project,
this does not seem like enough especially with
the CWTA requirements. Requesting the
working days be changed to 120 days.

The working days will remain at 90
working days. Once the contract is
awarded, then the City may revisit the
number of working days allowed with
the Contractor.

WABO

LANDSCAPE &

CONSTRUCTIO
N, INC.
06/09/2022
9:52:21 AM
There is no bid item for the 90 day plant
establishment period on the bid item list.

However, it is described in the “items of the
base bid proposal” as bid item No. 44. Bid item
44 on the bid list is Turf Hydroseeding. Please
advise.

The Bid Proposal form has been revised
to include the Plant Establishment
Period.

Robert A
Bothman Inc
06/10/2022
11:38:57 AM
Both plan sets, the separate plan set and the
ones in the specification book are not to scale.

Please provide vectorized plans converted
directly from the CAD files to provide accurate
scaled and clear documents.

The Plans have been reprinted to scale.

WABO

LANDSCAPE &

CONSTRUCTIO
N, INC.
06/10/2022
4:31:53 PM
Concrete Flatwork/Pads drawing on sheet L9
indicates the depth (B) to be 1’ on one side
then has an even thicker end that indicates 8”
thick for a wider than 8’ walkway. Can you
please clarify the thickness of item 14
Concrete Flatwork and item 15 Concrete
Pads?
The contractor is responsible for
determining the length of the temp
fence. It can be measured off the
demolition plan.

Marina
Landscape
Inc.
06/13/2022
11:29:24 AM
Please provide full size drawings for this
project. When we try to zoom in to do our
takeoffs especially the planting materials, we
cannot identify the symbols.

I have uploaded a copy of the full sized
plans under the documents tab. No
changes have been made to the plans
but this should be a clearer copy
Robert A
Bothman Inc
06/13/2022
4:29:48 PM
Bid Proposal Form: Items #6 and #7 are
labelled the same as Playground Catch Basin
to Place. Please clarify Item No. 6 to be Catch
Basin to Place per Items of the Base Bid
Proposal section.

The revised Bid Proposal form has been
uploaded.

Robert A
Bothman Inc
06/13/2022
4:30:11 PM
Bid Proposal Form: Item #40 is skipped and
bid items #41 - #44 do not match the same
number as the Items of the Base Bid Proposal
section.

The revised Bid Proposal form has been
uploaded.

Robert A
Bothman Inc
06/13/2022
4:30:29 PM
Bid Proposal Form: Items of the Base Bid
Proposal section shows Item No. 44 – Plant
Establishment Period (90 days). This is missing
from the Bid Proposal Form.

The revised Bid Proposal form has been
uploaded.

Robert A
Bothman Inc
06/13/2022
4:31:00 PM
Sheet L7: Irrigation Plan: The plan shows a
very faint line leading from the 2” domestic
water meter to the location of the drinking
fountain that is not labelled with a pipe size.

The plan also shows a 1.5” water line to the
drinking fountain. Bid Item #11 states 1”
Domestic Water Line to Install. Please clarify
faint line and the size of the domestic water
line.

The uploaded plans shows the faint line
whichis a 1-1/2" domestic water line
from the domestic water stub to the
drinking fountain.

Robert A
Bothman Inc
06/13/2022
4:35:02 PM
Since the plans issued are not to scale, please
identify the extension of the bid day for a
minimum of one week from the time the full
size scalable plans are issued.

The bid period will be extended.

Woida
Enterprises
Ind
06/01/2022
7:40:50 PM
How many feet of temporary construction
fence is needed for the job?
The contractor is responsible for
determining the length of the temp
fence. It can be measured off the
Demolition Plan.

ADDENDUM 1 issued 6/15/22
Revised Bid Proposal
Rev 2-15-2022
TO THE HONORABLE CITY COUNCIL, SACRAMENTO, CALIFORNIA: In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:

FONG RANCH PARK
PN: L19146500, Bid #B22191121017

in the City and County of Sacramento, California. The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:

Item
No.

Item QTY

Unit

Unit Price

Total
1 Temporary Construction Fence 1 LS $ LUMP SUM $
2 Clearing and Grubbing 1 LS $ LUMP SUM $
3 Erosion and Sediment Control for Sites over
1 Acre.
1 LS $ LUMP SUM $
4 Construction Staking 1 LS $ LUMP SUM $
5 Site Grading 1 LS $ LUMP SUM $
6 Catch Basin to Place 3 EA $ $
7 Playground Catch Basin to Place 1 LS $ LUMP SUM $
8 6” Drain Pipe to Place 1 LS $ LUMP SUM $
9 8” Drain Pipe to Place 1 LS $ LUMP SUM $
10 Standard Manhole No. 3 to Construct 1 LS $ LUMP SUM $ 11 1” Domestic Water Line to Install 1 LS $ LUMP SUM $ 12 Drinking Fountain to Install 1 LS $ LUMP SUM $
13 Aggregate Base to Place 1 LS $ LUMP SUM $
14 Concrete Flatwork to Construct 1 LS $ LUMP SUM $
15 Concrete Pads to Construct 1 LS $ LUMP SUM $
16 6” Play Area Curb 1 LS $ LUMP SUM $
17 9” Concrete Mow Strip to Construct 1 LS $ LUMP SUM $ 18 Playground Access Ramp to Construct 1 LS $ LUMP SUM $ 19 Picnic Tables (Regular and ADA) 8 EA $ $
20 8’ Benches to Install 4 EA $ $
21 6’ Benches (Backless) to Install 3 EA $ $
22 Trash Receptacles to Install 3 EA $ $
23 BBQ Grill to Install 1 LS $ LUMP SUM $
24 Bike Racks to Install 3 EA $ $
25 Volleyball Posts and Nets to Install 2 SET $ $
26 Cornhole Games to Place 2 SET $ $
ADDENDUM 1 issued 6/15/22
Revised Bid Proposal
Rev 2-15-2022
27 Table Tennis to Place 1 LS $ LUMP SUM $
28 Park Name Sign to Place 1 LS $ LUMP SUM $
29 Park Rules Signs to Install 2 EA $ $
30 Playground Equipment and Swings to Install 1 LS $ LUMP SUM $ 31 Playground Wood Fiber to Place 1 LS $ LUMP SUM $
32 Swing Mat to Install 1 LS $ LUMP SUM $
33 Irrigation Control Assembly with Enclosure 1 LS $ LUMP SUM $ 34 Booster Pump Assembly 1 LS $ LUMP SUM $
35 Automatic Irrigation System 1 LS $ LUMP SUM $
36 Irrigation Audit 1 LS $ LUMP SUM $
37 Soil Preparation and Finish Grading 1 LS $ LUMP SUM $ 38 24” Box Trees to Plant 1 LS $ LUMP SUM $
39 15 Gal. Trees to Plant 1 LS $ LUMP SUM $
40 Shrubs and Groundcover to Plant 1 LS $ LUMP SUM $
41 Landscape Weed Fabric 1 LS $ LUMP SUM $
42 Bark Mulch (4” Depth) 1 LS $ LUMP SUM $
43 Turf Hydroseeding 1 LS $ LUMP SUM $
44 Plant Establishment Period (90 days) 1 LS $ LUMP SUM $ 45 2”x4” Header Board to Install 1 LS $ LUMP SUM $
46 Electrical System 1 LS $ LUMP SUM $
47 City Building Permit Inspection
Coordination
1 LS $ 1,000.00 $ 1,000.00
BASE BID TOTAL $

ADDITIVE ALTERNATES BID ITEMS
Item Item Description QTY Unit Unit Price Total
A1 Shade Structure to Install ( including shelter
lighting, motion sensor, electrical and
conduit)
1 LS $ LUMP SUM $
A2 6’ Proto II Wall to Construct 1 LS $ LUMP SUM $
A3 Basketball Court to Construct ( Includes
aggregate base, asphalt paving, sports court
curbing, striping, basketball post and
equipment, sports court rules sign, concrete
1 LS $ LUMP SUM $
ADDENDUM 1 issued 6/15/22
Revised Bid Proposal
Rev 2-15-2022
walk, and one 6’ bench on concrete pad)
A4 12’ Proto II Wall to Construct 1 LS $ LUMP SUM $
ADDITIVE ALTERNATE TOTAL $

GRAND TOTAL $

The undersigned agrees to execute the Agreement and provide City the executed Agreement, the required insurance certificates, endorsements, and waivers of subrogation, and the required surety bonds within ten (10) calendar days after the undersigned’s receipt of the City’s notice that the undersigned will be recommended for Contract award and prior to award of the Contract by the City Council. It is understood that this Bid Proposal is based upon completion of the Work within a period of NINETY (90) WORKING DAYS AND NINETY (90) CALENDAR DAYS FOR PLANT ESTABLISHMENT PERIOD}, commencing on the date set forth in the written Notice to Proceed issued by the City to the Contractor. The Contractor is hereby notified and reminded that per City Contract requirements, the City will issue a Notice to Proceed within 15 calendar days of execution of contract by City. Contract workdays will start immediately on the date of the Notice to Proceed. Attached is a sample of a Notice to Proceed. The amount of liquidated damages to be paid by the Contractor for failure to complete the work by the completion date (as extended, if applicable) shall be One Thousand Dollars ($1,000) for each calendar day, continuing to the time at which the work is completed. Such amount is the actual cash value agreed upon as the loss to the City resulting from the default of the Contractor. By signing, it is also understood that all labor compliance requirements must be met by all contractors, sub-contractors, and sub-tier contractors before any payment can be made. Failure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met. Partial payments/partial withholdings will not be authorized.

Work under these Special Provisions shall be performed by qualified personnel experienced in work described herein. The Contractor and/or its subcontractor shall possess current and active licenses issued by the California Contractors State License Board for General Engineering Contractor “A” that also holds a “C27” License, or a General Engineering Contractor “A” License with a qualified subcontractor “C27” Licensed at the time of the bid submittal and throughout the construction period. Any cited violations or pending violation investigations by the California Contractors State Licensing Board within three years prior to the date of the bid submittal shall be fully disclosed in the bid.

CLASS GENERAL A LICENSE #_______________________

Name:_________________________________________________________________________________

Address:______________________________________________________________________________

________________________________________________________________________________________

Issue Date:_______________________ Expiration Date:_______________________________

CLASS C27 LICENSE #_______________________

Name:_________________________________________________________________________________

Address:______________________________________________________________________________

________________________________________________________________________________________

Issue Date:_______________________ Expiration Date:_______________________________

CWTA REQUIREMENTS
{IF PROJECT IS SUBJECT TO CWTA INSERT THE FOLLOWING LANGUAGE, IF NOT REMOVE IT}

CWTA IFB Language – Estimate Close to $1M

This project may be subject to the requirements of the City’s Local Hire and Community Workforce Training Program and the City’s Community Workforce Training Agreement (CWTA). A copy of the CWTA and a summary of its requirements (CWTA Summary) is provided in Exhibit D to this solicitation. By submitting a bid, the Contractor acknowledges that it has read and understands all the requirements, terms, and conditions of the CWTA and CWTA Summary, and has included all costs associated with compliance with the CWTA in its bid (if the CWTA is applicable). The CWTA is applicable if the total bid amount submitted by the Contractor or contractors awarded this project exceeds one million dollars ($1,000,000). If the CWTA applies, the Contractor and all listed subcontractors must execute Addendum A to the CWTA (“Agreement to be Bound”) and provide an executed original to the City before the contract can be awarded. Each subcontractor for Work covered by the CWTA hired after the time of bid or after contract award must also execute Addendum A to the CWTA. No subcontractor may perform Work prior to executing Addendum A and providing the executed original to the City. Contractor must include the provisions of this section, as well as a copy of the CWTA and the CWTA Summary, in every subcontract for Work covered by the CWTA. By submitting a bid, Contractor represents that if the bid amount exceeds $1,000,000, the Contractor and all its subcontractors performing Work covered by the CWTA will execute the Agreement to be Bound if awarded the contract. The failure to sign and submit Addendum A by any subcontractor, shall be grounds for subcontractor substitution and/or for the City to withhold ADDENDUM 1 issued 6/15/22
Revised Bid Proposal
Rev 2-15-2022
payment for the Work performed in the absence of the necessary Addendum A. The failure to satisfy any requirements of the CWTA, including the requirement submit an Addendum A and the requirement to demonstrate a good faith effort to meet the Local Hire and Priority Apprentice Goals, may result in a determination that the Contractor does not meet the City’s minimum qualifications to bid on future projects for the City of Sacramento.

CONTRACTOR TO COMPLETE AND SIGN:

BID BOND
Enclosed is a Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal. Amount of Bid Proposal Guarantee Enclosed:
(must not be less than 10% of the total bid amount including alternates)

$________________________Bid Bond

$________________________Certified Check

$________________________Cashier’s Check

$________________________Money Order

$________________________Other_________________________________

ADDENDUM ACKNOWLEDGEMENT

The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:

Addendum _______ Addendum _______ Addendum _______

Contractor Signature:________________________________________________________________

PRIME CONTRACTOR INFORMATION

Legal Business Name:

_______________________________________________________________________________________

Business Address:__________________________________________________________________

_______________________________________________________________________________________

Phone:_______________________________________________________________________________

Email:_______________________________________________________________________________ Print or type clearly – results will be emailed

 Individual  Partnership

 Corporation  Limited Liability Company

 Other__________________________________________________

ADDENDUM 1 issued 6/15/22
Revised Bid Proposal
Rev 2-15-2022

PRIME CONTRACTOR LICENSES & TAX INFORMATION

Contractors State License #:________________________ Expiration:__________________ (must be valid at time of bid)

DIR Registration #:___________________________________ Expiration:__________________ (must be valid at time of bid)

City of Sacramento Business Operation Tax #:____________________________________ (must be valid prior to award of contract)
BOTC Expiration:___________________

State Tax ID#_________________________ Federal Tax ID #_________________________

THIS BOX FOR CITY USE ONLY

CITY CLERK TO FILL OUT

Bid Bond Security Received:

 Properly Signed  Improperly Signed  Not Included

Type of Deposit Received:

 Bid Bond  Certified Check
 Cashier’s Check  Money Order
 Other__________________________________

BY:

SIGNATURE Print or Type Signers Name

Signers Title Date

PLEASE SEE FULL SCALE PLANS DOCUMENT DATED 6/10/22 FOR ITEM #5 OF ADDENDUM 1

Contracts and Compliance Services
915 I Street, 3rd Floor
Sacramento, CA 95814
Phone: 916-808-1923
[email protected]

Fong Ranch Park
PN L19146500, Bid #B22191121017
Addendum No. 2

June 22, 2022

To all Potential Bidders:

(a) By acknowledging receipt, on the bid proposal form submitted; or (b) By separate letter or email which includes a reference to the bid request and addendum number.

Respectfully,

Brenda Kee
Contracts & Compliance Specialist

Enclosure

Fong Ranch Park
PN L19146500, Bid #B22191121017
Addendum No. 2

ITEM 1 Answers to questions received up to 6/20/22.

ITEM 2 Updated Bid Proposal Form – this revised form dated 6/22/22 must be used at time of bid. Please disregard the one listed in the initial solicitation and the one listed in addendum 1.

ITEM 3 Plans L7 – revised 6-22-22

ITEM 4 Specifications for DG Paving

City of Sacramento
Q & A for Project Fong Ranch Park (B22191121017)
Exported on 06/20/2022
Submitted By Submit Date Question Answer
Marina Landscape
Inc.
06/15/2022
8:54:30 AM

1.The irrigaƟon legend shows booster
pump to be 130COSAC07072021-1-

7.5VFD-230-1 .The technical specification
shows 130COSAC07072021-1-7.5VFD-230-

3. Please advise the correct model to
include in our proposal.

The Irrigation Plan Legend has the revised with
the correct booster pump model #. The
specification booster pump # should match the
Irrigation Plan.

Marina Landscape
Inc.
06/15/2022
9:06:32 AM
The irrigation legend symbols for Class
200 PVC irrigation lateral and Schedule 40
sleeves seems to be mix matched. Please
confirm.

Yes, that is correct the Class 200 lateral line
symbol and the Sch. 40 sleeve symbols were
mismatch, and should be swithced. See the
revised Irrigation Plan attached.

Marina Landscape
Inc.
06/15/2022
9:08:39 AM
Page L6, irrigation note #13 requires
lateral lines PVC class 200 installed with
schedule 80 fittings. Please advise if
schedule 40 fittings may be used as this is
Note #13 on sheet L6, should be revised to:
"Lateral lines shall be PVC Class 200 with
Schedule 40 fittings, with a minimum 18"
cover."
Marina Landscape
Inc.
06/15/2022
9:09:14 AM

4.The irrigaƟon legend shows controller
model to be SA7-RM6-
32/DX3CA/LPP/PMR-CAC/FAN-16. The
technical specification shows SA4-RM6-
3/DX3CA/PMR-CAC/FAN-OPT. Please
advise which model to use for bidding.

The Irrigation Plan Legend has the correct,
controller model #. The specification
irrigation controller model# should match the
Irrigation Plan.

Marina Landscape
Inc.
06/15/2022
9:10:00 AM

5.The irrigaƟon legend shows Master
Valve model to be NE12100FSB & Flow
Sensor to be NE12100. The irrigation
technical specification shows 3”
hydrometer for sensing & master valve to
be LHM3FG0205-MEL-NO. Please advise.

The irrigation specifications are correct, and
use the Master Valve model # LHM3FG1-MEL.

The Irrigation Plan sheet L7 has been updated.

Marina Landscape
Inc.
06/15/2022
9:10:23 AM

6.The irrigaƟon legend shows Quick
coupling valve model to be Hunter HQ-
5LRC. The irrigation technical specification
shows Hunter HQ-5RC. Please advise
which model to include for bidding.

The irrigation specifications are correct, use
Hunter HQ-5RC quick coupling valve. The
Irrigation Plan sheet L7 has been revided.

Marina Landscape
Inc.
06/15/2022
9:10:47 AM

7.The irrigaƟon legend shows Remote
Control Valve model to be Hunter IBV. The
irrigation technical specification shows
Buckner/Superior brass mode 950. Please
advise which model to include for bidding.

The irrigation specifications are correct, use
Buckner / Superior model 950, brass remote
controll vales. The Irrigation Plan sheet L7 has
beenrevised.

Marina Landscape
Inc.
06/15/2022
9:11:06 AM

8.On sheet L7, DomesƟc Water Line size
for drinking fountain is 11/2”. On bid item
#11 shows 1” size. Please advise which
size to include.

The domestic water line for the drinking
fountain is to be 1", as per the bid proposal
form. The Irrigation Plan has been revised to
show 1".

Marina Landscape
Inc.
06/15/2022
9:11:56 AM

9.On sheet L7, there are 2 lateral pipes
without sizing at Remote control valve A4
& A6, coming right off the valve. Please
provide their sizes.

The missing lateral line sizes have been added
to the revised Irrigation Plan sheet L7.

Marina Landscape
Inc.
06/15/2022
9:17:05 AM

1.The site furniture & Equipment legend
shows color for 8’ Picnic Table precast
table to be ODC Maplewood. The
specification shows Dark Gray integral
Davis concrete color. Please advise which
color to include
The precast concrete site furniture is to be
Dark Gray per the specifications.

Marina Landscape
Inc.
06/15/2022
9:18:56 AM
The site furniture & Equipment legend
shows color for 8’ ADA Accessible Picnic
table to be ODC Maplewood. The
specification shows Dark Gray integral
Davis concrete color. Please advise which
color to include.

The precast concrete site furniture is to be
Dark Gray per the specifications.

Marina Landscape
Inc.
06/15/2022
9:19:16 AM
The site furniture & Equipment legend
shows color for Table Tennis to be ODC
Maplewood. The specification shows Dark
Grey integral Davis concrete color. Please
advise which color to include.

The precast concrete Table Tennis is to be Dark
Gray per the specifications.

Marina Landscape
Inc.
06/15/2022
9:19:33 AM
The site furniture & Equipment legend
shows color for Park Name Sign to be ODC
Maplewood. The specification shows tan
concrete color. Please advise which color
to include.

The precast concrete Park name sign is to be
Dark Gray per the specifications.

Marina Landscape
Inc.
06/15/2022
9:19:59 AM
The site furniture & Equipment legend
shows size for Park Rules Sign to be 24’ x
24”. The detail shows 2’x2’ . Please advise
which size to include.

The park rules signs should read 2' x 2' in size
per the detail.

Marina Landscape
Inc.
06/15/2022
9:25:34 AM
Stabilized Decomposed Granite is shown
on L5. But the detail 4/L10 and the specs
do not show material or color of stabilized
Decomposed Granite . Please provide.

The stabalized decomposed granite bid item
and specification has been added, which
describes the material and color, Refer the
revided Bid Proposal Form, with the added
"Bid item No. 48-Stabilized Decomposed
Robert A Bothman
Inc
06/20/2022
2:18:43 PM
Geotechnical Report: Section 3.2 Fill / Soil
Stockpile states complete removal and re-
compaction of the fill will be required
during site grading. The stockpile soil
ranges from 1.5’ to 10’ in depth and with
additional 1.5 – 2.5” of fill. Section 6.5.4
also states to remove existing fill / soil
stockpiles. The plans do not show the
limits of these stockpiles or fill areas.

Please clarify the following: 1.0Is
complete removal of these stockpiles and
fill areas required across the entire project
site? Or is the project just to be graded to
the contours shown on L4 Grading and
Drainage Plan?
The Geotechnical Report was prepared when
there were existing significant soil stockpiles
on the park site. The stockpiles were graded
over the entire park site. Refer to the Grading
Plan which shows the elevation of the existing
park site, and the proposed grades. Disregard
all references to stockpiles in the Geotechnical
report.

Robert A Bothman
Inc
06/20/2022
2:19:09 PM
Geotechnical Report: 2.0Please provide
an existing topography plan that shows
the elevations prior to the placement of
the stockpiles and fill. Calculations can
then be done to quantify the amount of
stockpile and fill quantities to undisturbed
native soil.

Refer to the Grading Plan which shows the
elevation of the existing park site, and the
proposed grades. Disregard all refences to
stockpiles in the Geotechnical report.

Robert A Bothman
Inc
06/20/2022
2:19:27 PM
Geotechnical Report: 3.0SecƟon 6.5.5
states existing undocumented fill within
proposed improvement areas (concrete
flatwork, tennis courts, etc.) should be
completely removed to expose
undisturbed native soil. We anticipate that
fill removal depths will range from
approximately 1½ to 10 feet. This suggests
that only at hardscape areas is where the
fill needs to be removed to undisturbed
native soil. Please clarify the discrepancy
between 3.2 requiring all fill be removed
and this section requiring only at
hardscape areas.

Refer to the Grading Plan which shows the
elevation of the existing park site, and the
proposed grades. Disregard all refences to
stockpiles in the Geotechnical report.

Robert A Bothman
Inc
06/20/2022
2:19:45 PM
Geotechnical Report: 4.0For Alternate
#A3 Basketball Court, what is the depth of
overexcavation required and should this
be accounted for in the base bid if this
alternate is not accepted or included as
part of the alternate?
All cost fo the required excavation for the
basketball court should be included in the
Alternate #A3 Basketball Court. There is no
overexcavation required, for the basketball
court.

Robert A Bothman
Inc
06/20/2022
2:20:02 PM
Geotechnical Report: 5.0If the enƟre ﬁll
areas across the site do not need to be
removed to undisturbed native soil,
please specify a required depth if this
needs to be removed and replaced as
Geotechnical Report If the entire fill areas
across the requireds are correct, oth do not-
needs quick coupling valve. Geotechnical
Report Pa b seotechnicalet L7 has siteen
updated.

Robert A Bothman
Inc
06/20/2022
2:22:42 PM
Geotechnical Report: Soundwall “Trench”
Footings Section 6.7.1 states trench
footing should be at least 18 inches wide
and should extend below any existing
undocumented fill and be embedded at
least 36 inches into undisturbed, native
soil. Please clarify the following: 1.0 If
any undocumented fill was placed along
the location of the property line at the
Proto Wall, please clarify the depth.

There is no undocument fill placed along the
proposed soundwall location.

Robert A Bothman
Inc
06/20/2022
2:22:42 PM
Geotechnical Report: Soundwall “Trench”
Footings Section 6.7.1 2.0 This section
identifies different footing sizes than
those shown on Details S1.1 and S10.1.

Please clarify the required footing for both
the 6’ and 12’ Proto wall.

Refer to sheet S1 Proto II Fence Wall for the
required footing depths for the proposed 6'
and 12' tall walls.

Robert A Bothman
Inc
06/20/2022
2:22:42 PM
Sheet L7: Irrigation Plan: Irrigation
Legend states irrigation mainline Class 200
ring-tite PVC with Sch 80 fittings. Schedule
80 fittings are not manufactured with
gasket ring-tite fittings. Please clarify the
required fittings for mainline pipe 2.5”
Refer to the specification under Item No. 35 -
Automatic Irrigation System, for required
fitting for mainlines. The Irrigation Plan Legend
has the revised.

Robert A Bothman
Inc
06/20/2022
2:22:42 PM
Sheet L7: Irrigation Plan: Irrigation
Legend states irrigation mainline Class 200
ring-tite PVC however 2” and 1” mainline
are shown on the plans. Specifications
Item #35 J states 2” and smaller should be
schedule 40 PVC and ring-tite is not made
smaller than 2.5”. Please mainline pipe for
2” and smaller pipe.

Refer to the specification under Item No. 35 -
Automatic Irrigation System, for mainline
materials. The Irrigation Plan Legend has the
revised.

Robert A Bothman
Inc
06/20/2022
2:22:42 PM
Sheet L9: Construction Details: Detail 4
for Concrete Pavement Chart indicates A –
Class 2 Aggregate Base as 4” and B –
Concrete Paving Depth as 12”. Please
confirm if this should be switched to
shown 12” AB and 4” Concrete.

The Concrete Flatworkdetail for standard
walkway should be 4" Concrete over 12" AB.

ADDENDUM 2 ISSUED 6/22/22

REVISED BID PROPOSAL
Rev 2-15-2022
TO THE HONORABLE CITY COUNCIL, SACRAMENTO, CALIFORNIA: In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:

FONG RANCH PARK
PN: L19146500, Bid #B22191121017

in the City and County of Sacramento, California. The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:

Item
No.

Item QTY

Unit

Unit Price

REVISED BID PROPOSAL
Rev 2-15-2022
27 Table Tennis to Place 1 LS $ LUMP SUM $
28 Park Name Sign to Place 1 LS $ LUMP SUM $
29 Park Rules Signs to Install 2 EA $ $
30 Playground Equipment and Swings to Install 1 LS $ LUMP SUM $ 31 Playground Wood Fiber to Place 1 LS $ LUMP SUM $
32 Swing Mat to Install 1 LS $ LUMP SUM $
33 Irrigation Control Assembly with Enclosure 1 LS $ LUMP SUM $ 34 Booster Pump Assembly 1 LS $ LUMP SUM $
35 Automatic Irrigation System 1 LS $ LUMP SUM $
36 Irrigation Audit 1 LS $ LUMP SUM $
37 Soil Preparation and Finish Grading 1 LS $ LUMP SUM $ 38 24” Box Trees to Plant 1 LS $ LUMP SUM $
39 15 Gal. Trees to Plant 1 LS $ LUMP SUM $
40 Shrubs and Groundcover to Plant 1 LS $ LUMP SUM $
41 Landscape Weed Fabric 1 LS $ LUMP SUM $
42 Bark Mulch (4” Depth) 1 LS $ LUMP SUM $
43 Turf Hydroseeding 1 LS $ LUMP SUM $
44 Plant Establishment Period (90 days) 1 LS $ LUMP SUM $ 45 2”x4” Header Board to Install 1 LS $ LUMP SUM $
46 Electrical System 1 LS $ LUMP SUM $
47 City Building Permit Inspection
Coordination
1 LS $ 1,000.00 $ 1,000.00
48 Stabilized Decomposed Granite Pavement to
Place

1 LS $ LUMP SUM $
BASE BID TOTAL $

REVISED BID PROPOSAL
Rev 2-15-2022
A3 Basketball Court to Construct ( Includes
aggregate base, asphalt paving, sports court
curbing, striping, basketball post and
equipment, sports court rules sign, concrete
walk, and one 6’ bench on concrete pad)
1 LS $ LUMP SUM $
A4 12’ Proto II Wall to Construct 1 LS $ LUMP SUM $
ADDITIVE ALTERNATE TOTAL $

GRAND TOTAL $

Work under these Special Provisions shall be performed by qualified personnel experienced in work described herein. The Contractor and/or its subcontractor shall possess current and active licenses issued by the California Contractors State License Board for General Engineering Contractor “A” that also holds a “C27” License, or a General Engineering Contractor “A” License with a qualified subcontractor “C27” Licensed at the time of the bid submittal and throughout the construction period. Any cited violations or pending violation investigations by the California Contractors State Licensing Board within three years prior to the date of the bid submittal shall be fully disclosed in the bid.

CLASS GENERAL A LICENSE #_______________________

Name:_________________________________________________________________________________

Address:______________________________________________________________________________

________________________________________________________________________________________

Issue Date:_______________________ Expiration Date:_______________________________

CLASS C27 LICENSE #_______________________

Name:_________________________________________________________________________________

Address:______________________________________________________________________________

________________________________________________________________________________________

Issue Date:_______________________ Expiration Date:_______________________________

CWTA REQUIREMENTS
This project may be subject to the requirements of the City’s Local Hire and Community Workforce Training Program and the City’s Community Workforce Training Agreement (CWTA). A copy of the CWTA and a summary of its requirements (CWTA Summary) is provided in Exhibit D to this solicitation. By submitting a bid, the Contractor acknowledges that it has read and understands all the requirements, terms, and conditions of the CWTA and CWTA Summary, and has included all costs associated with compliance with the CWTA in its bid (if the CWTA is applicable). The CWTA is applicable if the total bid amount including alternates submitted by the Contractor or contractors awarded this project exceeds one million dollars ($1,000,000). If the CWTA applies, the Contractor and all listed subcontractors must execute Addendum A to the CWTA (“Agreement to be Bound”) and provide an executed original to the City before the contract can be awarded. Each subcontractor for Work covered by the CWTA hired after the time of bid or after contract award must also execute Addendum A to the CWTA.

REVISED BID PROPOSAL
Rev 2-15-2022
requirements of the CWTA, including the requirement submit an Addendum A and the requirement to demonstrate a good faith effort to meet the Local Hire and Priority Apprentice Goals, may result in a determination that the Contractor does not meet the City’s minimum qualifications to bid on future projects for the City of Sacramento.

ADDENDUM 2 ISSUED 6/22/22

REVISED BID PROPOSAL
Rev 2-15-2022
CONTRACTOR TO COMPLETE AND SIGN:

BID BOND
Enclosed is a Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal. Amount of Bid Proposal Guarantee Enclosed:
(must not be less than 10% of the total bid amount including alternates)

$________________________Bid Bond

$________________________Certified Check

$________________________Cashier’s Check

$________________________Money Order

$________________________Other_________________________________

ADDENDUM ACKNOWLEDGEMENT

The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:

Addendum _______ Addendum _______ Addendum _______

Contractor Signature:________________________________________________________________

PRIME CONTRACTOR INFORMATION

Legal Business Name:

_______________________________________________________________________________________

Business Address:__________________________________________________________________

_______________________________________________________________________________________

Phone:_______________________________________________________________________________

Email:_______________________________________________________________________________ Print or type clearly – results will be emailed

 Individual  Partnership

 Corporation  Limited Liability Company

 Other__________________________________________________

PRIME CONTRACTOR LICENSES & TAX INFORMATION

Contractors State License #:________________________ Expiration:__________________ (must be valid at time of bid)

DIR Registration #:___________________________________ Expiration:__________________ (must be valid at time of bid)

City of Sacramento Business Operation Tax #:____________________________________ (must be valid prior to award of contract)
BOTC Expiration:___________________

State Tax ID#_________________________ Federal Tax ID #_________________________

THIS BOX FOR CITY USE ONLY

CITY CLERK TO FILL OUT

Bid Bond Security Received:

 Properly Signed  Improperly Signed  Not Included

Type of Deposit Received:

 Bid Bond  Certified Check
 Cashier’s Check  Money Order
 Other__________________________________

BY:

SIGNATURE Print or Type Signers Name

Signers Title Date

Item No. 48 – Stabilized Decomposed Granite Pavement to Place This item shall consist of furnishing and placing a 4” thick layer of Cement Stabilized Decomposed Granite Paving on top of weed block fabric as shown on the plans and the detail thereon, in conformance with these Special Provisions.

A. Decomposed Granite: Decomposed granite, hereafter referred to as “DG”, shall be Gold Track Fines or approved equal. Material shall also conform to the following:

Sieve Size Percent Passing
3/8” 100%
No. 4 85% - 95%
No. 8 75% - 95%
No. 30 35% - 55%
No. 200 10% - 20%

The yellow-brown color, inherent to Gold Track Fines type DG, or approved equal. The Contractor shall obtain the approval of the Landscape Architect in writing of the DG he proposes to use prior to delivery to the site.

B. Cement: Portland cement shall be DTSS Type II Modified added to the DG at the ratio of 3% or 60 lbs. by weight per dry ton of DG.

C. Mixes: The quantity of water added to the mixture shall be adjusted to the absolute minimum required to permit uniform mixing. The materials shall be mixed in a drum-type mixer on the job or at a central mixing plant. The Contractor shall provide the Landscape Architect sufficient notice of his intent to begin mixing so that the Landscape Architect can inspect the batching and mixing operation.

A. Time Limits: Not more than 1-1/2 hours shall elapse between the time water is added to the decomposed granite and cement to the time the decomposed granite paving is installed and compacted.

B. Placement: DG mixture shall be deposited in such a manner as to minimize the necessity for spotting, picking up, or otherwise shifting the mixture. The mixture shall be leveled by raking and compacted by use of light roller. The mixture shall not be screeded off or finished by floating. No steel tooling of edges shall be done.

C. Finish: The finished surface of the paving shall be kept moist for five days. Broom with a steel-bristle broom within 24 hours after placement to remove cement mortar film on the exposed surface and to fill cracks. Broom the surface daily for four (4) additional days, filling cracks each time.

D. Landscape Weed Fabric shall be DeWitt Weed Barrier Landscape Fabric, 3.5 ounce, 12 yr, Color Brown, UV treated, spunbonded fabric or approved equal. Contact DeWitt Company 1-800-888-9669, or dewittcompany.com.

E. Sample. Prior to placement of decomposed granite, the Contractor shall submit to the Project Landscape Architect a representative sample of decomposed granite for use on this project for approval. No decomposed granite shall be placed prior to receiving the Project Landscape Architect's approval.

F. Weed Control shall conform to Section 35-6 of the Standard Specifications.

Payment shall be made at the price bid per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Stabilized Decomposed Granite Pavement to Place as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

C&D Recycling Requirements Page 1 Rev. 02/01/2011
Construction and Demolition (C&D) Debris Recycling Requirements

As a condition of receiving this Contract, Contractor agrees to fully comply with the requirements specified herein for all demolition projects, as well as projects with a valuation of $250,000 or more:

1. Definitions. For purposes of this section, the following terms, words and phrases shall have the following meanings:

“Certified C&D sorting facility” means a facility that receives C&D debris and/or processes C&D debris into its component material types for reuse, recycling, and disposal of residuals and possesses a valid certificate as a C&D sorting facility from the Sacramento Regional County Solid Waste Authority .

“Construction and demolition debris” or “C&D debris” means used or commonly discarded materials resulting from construction, repair, remodel or demolition operations on any pavement, house, building, or other structure, or from landscaping that are not hazardous as defined in California H ealth and Safety Code section 25100 et seq. Such materials include, but are not limited to, concrete, asphalt, wood, metal, brick, dirt, sand, rock, gravel, plaster, glass, gypsum wallboard, cardboard and other associated packaging, roofing material, ceramic tile, carpeting, masonry, plastic pipe, trees, and other vegetative matter resulting from land clearing and landscaping.

“Divert” or “diversion” means to use materials for any purpose other than disposal in a landfill or transformation facility. Methods to divert materials include on- site reuse of the materials, delivery of materials from the project site to a certified C&D sorting facility or a recycling facility, or other methods as approved in regulations promulgated by the City Department of Utilities.

“Franchised waste hauler” means a person who possesses a valid commercial solid waste collection franchise issued by the Sacramento Regional County Solid Waste Authority.

“Mixed C&D debris” means loads that include commingled recyclable and non- recyclable C&D debris generated at a project site.

“Recyclable C&D debris” means C&D debris required to be diverted from landfills as specified in the Waste Management Plan and returned to the economic mainstream in the form of raw material for new, reused or reconstituted products that meet the quality standards neces sary to be used in the marketplace.

“Recycling facility” means a facility or operation that receives, processes, and transfers source- separated recyclable materials.

“ Source-separated C&D debris” means recyclable C&D debris that is separately sorted and containerized at the site of generation by individual material type and segregated from mixed C&D debris prior to collection and transporting.

“Waste log” means a record detailing the management of C&D debris generated by the covered project, including the date and weight/volume of material by type that was salvaged, reused, recycled or disposed.

2. Waste Management Plan . A completed WMP (see Attachment 1) must be submitted to and approved by the City prior to commencing any work on the project. The WMP must specify the types of C&D debris that will be generated from the project; the manner in which C&D debris will be managed and/or stored on the project site; the manner in which recyclable C&D debris generated from the project will be recycled or reuse; the person who will haul, collect or transport the recyclable C&D debris from the project site; and the certified C&D sorting facility or recycling facility where recyclable C&D debris will be delivered. The WMP must be approved by the City prior to commencing any work on the project.

C&D Recycling Requirements Page 2 Rev. 02/01/2011

3. Contractor shall be solely responsible for diverting the recyclable C&D materials specified on the WMP. Mixed C&D debris shall be delivered to a SWA -certified C&D sorting facility only. Only the permit holder, the person who generates the waste, a franchised waste hauler, or the City of Sacramento can transport or haul mixed C&D debris. Source-separated C&D debris may be delivered by any person to any recycling facility that accepts such materials. (See Attachment 2 for list of C&D Debris Haulers and Facilities).

4. During the course of the project, Contractor shall maintain a waste log (see Attachment 3), and keep all weight tickets or weight receipts, for all C&D debris hauled away from the project. At a minimum, the waste log shall specify the C&D debris generated by the project; the manner in which C&D debris was recycled or re-used; and the facility where the C&D debris was delivered.

5. Within 30 days after submitting the project completion report, Contractor shall submit to the City a completed waste log, along with copies of supporting weight tickets. Contractor shall maintain and keep accurate and complete records of al bills, weight receipts or weight tickets that were issued for the collection, transport or disposal of C&D debris for a period of one- year after submittal of the waste log.

The records shall be made available for inspection, examination and audit by the City during the one- year retention period to validate the information provided in the WMP and in the waste log. If the City determines noncompliance by the Contractor after an audit has been conducted, Contractor shall reimburse the City for all costs incurred in performing the audit.

6. Failure by Contractor to comply with any provisions specified herein will subject Contractor to possible suspension and/or termination of this Contract for cause; repayment of any or all of the Contract amount disbursed by the City ; imposition of a penalty, payable to the City ($50-$250 for first offense, $251-$500 for second offense, and $501- $1500 for subsequent offenses); and/or submission of a performance security deposit fee when submitting a permit application to the City for a project within one year of imposition of the penalty.

For questions or to obtain more information about the Recycling Requirements for C&D debris, contact the City of Sacramento, Solid Waste Services Division, 2812 Meadowview Road, Building 1, Sacramento, CA 95832, or telephone (916) 808-4833, or email
C&[email protected]

Page 1 ends

Building
Permit
Numbers

Please put all known permit numbers related to this project.

Form
submitted by:

Please attach a business card, or put your name with a phone number and/or an email address.

This Waste Management Plan (WMP) must be submitted and approved before your building permit(s) will be issued. Only one WMP is required if a project has multiple building permits associated to it (i.e., multiple houses in a subdivision, or multiple related permits at one address). The administration fee and security deposit (if applicable) must be submitted for this form to be approved.

Administration fee is 0.04% of project valuation (min $40, max $800); security deposit is 1% of valuation (max $10,000). The accompanying Waste Log must be submitted within 30 days of final inspection (or permit expiration) of the project, or a fine may be imposed. Approval may also be delayed if the waste log from a previous project is due.

Building Project Information:

Job Address:

Contractor: Phone:

Address: Email:

Owner: Phone:

Address: Email:

Briefly describe the project:

Materials Required to be Recycled
50%
of all debris
must be recycled
50% of all debris must be recycled if generated during the course of your project. You can either source-separate them, which may be hauled by anyone, or mix them in one container and send the mixed C&D debris load to a Certified Mixed C&D Sorting Facility. Mixed C&D loads can only be hauled by a franchised hauler or self-hauled. Please see the Definitions section, on the next page, for more information.

Material Management
How the C&D debris will be stored on the project site: Mixed C&D Source-Separated Company to haul away debris:

Facilities to receive debris:

Waste Log and tickets must be submitted within 30 days of permit being finaled.

Office Use
Only: Received by: _____________________________________ On date:
_________________
□ Logged □ Approved □ Scanned □ Payment Processed □ Filed Fee amount:
$_____________
Construction & Demolition
Waste Management Plan
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-0965 / Fax: (916) 808-4999
C&[email protected]

Page 2 ends

Definitions.

Please read and understand these terms. Call Solid Waste at (916) 808-0965 if these terms are not clear to you. More information is also available online at http://www.sacrecycle.org/.

1. Self-haul or self-hauling: This is when the permit holder, general contractor, or a subcontractor who is doing work on the project hauls their own waste materials for recycling or disposal. Note that a jobsite cleanup crew is not doing other work on the project and is not self-hauling. Jobsite cleanup crews need to be franchised in order to haul mixed C&D debris away.

2. Franchised hauler: See Solid Waste web site (http://www.sacrecycle.org/) for a list of these haulers. These companies are the only companies in Sacramento who can legally collect and haul mixed C&D debris for a fee.

3. Source separation: This is achieving compliance with the recycling requirement by keeping wood, metal, cardboard, or other recyclables in separate containers, and sending it to an authorized recycler. (A list of recyclers is on the Solid Waste web site at http://www.sacrecycle.org/.) Source-separated material may be hauled by anyone.

4. Mixed C&D debris: This is achieving compliance with the recycling requirement by putting all recyclable (and a small amount of unrecyclable) debris into one container. Mixed material must be sent to a certified mixed C&D sorting facility to have the recyclable material extracted and recovered. Mixed material also must be either self- hauled, or hauled by a franchised hauler. If your job site is crowded, this option saves the most space.

5. Certified Mixed C&D Sorting Facility: See the Solid Waste web site for a list. These facilities have been certified by the Sacramento Regional Solid Waste Authority to extract recyclable materials from mixed C&D debris. If you achieve compliance by mixed recovery, your debris must go to a certified mixed sorting facility.

Terms and Conditions
 Your approved Waste Management Plan and Waste Log must be kept on the job site in the permit folder for the duration of the project.
 City of Sacramento staff may enter the jobsite to inspect waste collection areas.  Only SWA-Certified Mixed C&D Sorting Facilities may be used to recycle these materials if mixed with other materials.
 Only SWA-Franchised Haulers or self-haulers (as defined above) may collect and transport trash or mixed C&D material from the jobsite.
 Construction and Demolition Debris may not be burned or dumped illegally.  Your Waste Log must be completed and submitted within 30 days of your permit being finaled or expired. All waste hauling and disposal or recycling activity must be entered on the Waste Log, including information from any subcontractors who self-hauled their own debris off-site. Enter your Permit Number on your Waste Log now!  You must keep all receipts or weight-tickets from your project for a period of one year from the submittal of your waste log.
 Failure to comply with these terms and conditions may result in a fine and a security deposit on future projects.

Construction & Demolition
Waste Management Plan
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-4839 / Fax: (916) 808-4999
C&[email protected]
C&D Debris Haulers & Facilities Rev. 02/01/2011

Certified Mixed C&D Facilities
Allied Waste / Elder Creek Transfer and Recovery (916) 387-8425 Florin-Perkins Public Disposal (916) 443-5120
L&D Landfill (916) 737-8640
Waste Management / K&M Recycle America (916) 452-0142

Franchised Haulers
ACES Waste Services, Inc. (866) 488-8837 Elk Grove Waste Management, LLC (916) 689-4052 Allied Waste Services (916) 631-0600 Mini Drops, Inc. (916) 686-8785 All Waste Systems, Inc. (916) 456-1555 Norcal Waste Services of Sacramento (916) 381-5300 Atlas Disposal Industries, LLC (916) 455-2800 North West Recyclers (916) 686-8575 California Waste Recovery Systems (916) 441-1985 Waste Management of Sacramento (916) 387-1400 Central Valley Waste Services, Inc. (209) 369-8274 Waste Removal & Recycling (916) 453-1400 City of Sacramento Solid Waste (916) 808-4839 Western Strategic Materials, Inc. (916) 388-1076

Recyclers* Recovery Stations & Landfills
Bell Marine (916) 442-9089 Elder Creek Recovery & Transfer Station
(916) 387-8425
C & C Paper Recycling (916) 920-2673
EBI Aggregates (916) 372-7580 Kiefer Landfill (916) 875-5555 International Paper (916) 371-4634 L & D Landfill (916) 383-9420 Modern Waste Solutions (916) 447-6800 North Area Recovery Station (916) 875-5555 PRIDE Industries, Inc. (916) 640-1300 Sacramento Recycling & Transfer Station
(916) 379-0500
Recycling Industries, Inc. (916) 452-3961
Sacramento Local Conservation Corps (916) 386-8394 Waste Management Recycle America (916) 452-0142 Smurfit-Stone Container Corporation (916) 381-3340
Southside Art Center (916) 387-8080
Spencer Building Maintenance, Inc. (916) 922-1900

More updated information can be found online at:
http://www.cityofsacramento.org/utilities/

* Please note that any facility may receive source-separated recyclable materials as long as it is authorized to do so by the State of California. This is not meant to be a complete list.

C&D Debris
Haulers & Facilities
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-4833 / Fax: (916) 808-4999
C&[email protected]

C&D Debris Waste Log Rev. 02/01/2011
Project address:

This waste log, and copies of supporting weight tickets, must be submitted to Solid Waste within 30 days of submitting the project completion report. The waste log and weight tickets must also be kept on file for one year after project completion.

Date Hauler Material Destination Amount

Hauler: Indicate the Franchisee, Self-Hauler, City of Sacramento, or other hauler who removed the material offsite.

Material: Indicate appropriate category: Scrap Metal, Inert Materials, Cardboard, Wooden Pallets, or Clean Wood Waste.

Destination: Indicate the facility that received the material for disposal or recycling Amount: Indicate the weight. If weight is not known, put volume.

C&D Debris
Waste Log
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-4839 / Fax: (916) 808-4999
C&[email protected]

SPECIAL PROVISIONS

Fong Ranch Park Page 1 of 50

SPECIAL PROVISIONS FOR:

FONG RANCH PARK, PN: L19146500
May 2022

I. GENERAL REQUIREMENTS

A. SCOPE AND LOCATION OF WORK
The work to be performed under these Special Provisions consists of developing of Fong Ranch Park in Sacramento at 3701 Fong Ranch Road. The improvements will consist of approximately 3.7 acres, and includes temporary construction fencing, erosion control measures, site grading, drainage, aggregate base, concrete flatwork, mow strips, curbing, concrete pads, access ramp, a children’s playground, drinking fountain, volleyball courts, corn hole games, table tennis, picnic area with tables and a grill, park benches, trash receptacles, park name sign and rules signs, electrical, an irrigation system, booster bump assembly, central control assembly, turf hydroseeding, landscaping, tree planting, a 90-day plant establishment period.

Additive alternate bid items include a metal shade structure and an asphalt basketball court.

B. COMPLETION TIME
The time for the completion of all work is Ninety (90) Working Day from the Notice to Proceed for substantial completion and Ninety (90) Calendar Days for Plant Establishment. Should said work not be completed to the satisfaction of the City within said time, the contractor shall pay to the City of Sacramento a sum of ONE THOUSAND DOLLARS ($1,000.00) as liquidated damages and not as a penalty for each calendar day delay after the expiration of such period until the final acceptance of the work by the City and its delivery to the City.

C. SPECI FICATIONS
The work to be performed under this contract shall be done in accordance with the Standard Specifications of the City of Sacramento, (adopted in November 2020), which can be accessed at
http://www.cityofsacramento.org/Utilities/Development-Standards, referred to herein as "Standard Specifications" as modified by these Special Provisions, which shall apply to all work.

i. Standard Spec
ification 1-23

The word “Engineer” shall also mean “Landscape Architect” as defined in Standard Specification Section 1-33.

ii. Standard Specifications Section 2-9 S

UBCONTRACTORS

Add the following after the subparagraph 2 in the Standard Specifications:

If a prime Contractor fails to specify a subcontractor, or, if a prime Contractor specifies more than one (1) subcontractor for the same portion of work to be performed under the Contract, which portion exceeds one-half of one percent of the prime Contractor's total bid, the prime Contractor agrees that it is fully qualified to perform that portion of

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the work and that the prime Contractor shall perform that portion of the work.

iii. Standard Specifications Section 5-4 C OOPERATION OF

CONTRACTOR

Add
the following after the last paragraph of the Standard Specifications Section 5-4 COOPERATION OF CONTRACTOR with the following:

Contractor shall cooperate with the Landscape Architect, City inspectors, and with other Contractors that may be working at the same jobsite as directed by the Landscape Architect and/or City inspector. The City inspector shall designate the sequence of construction in case of a disagreement between Contractors.

iv. Standard Specifications Section 7-2 W

ORK SCHEDULE AND

ADEQUATE RESOURCES

Add
the following after the last paragraph of the Standard Specifications Section 7-2 WORK SCHEDULE AND ADEQUATE RESOURCES:

Contractor shall submit with each Pay Request Application an updated Work Schedule. The updated Work Schedule is an integral part of the Pay Request Application. The Pay Request Application will not be accepted for processing without an accompanying updated Work Schedule.

v. Standard Specifications Section 8 -
1 MEASUREMENT OF QUANTITIES

Add the following paragraph: "The Landscape Architect shall determine quantities of work acceptable under the terms of the Contract. Not more than once per month the Contractor shall present to the Landscape Architect a statement showing the amount of labor and materials incorporated into the work.”

vi. Special Notice Regarding Standard Specifications:

The Standard
Specifications of the City of Sacramento, dated November 2020, are subject to the provisions of Chapter 3.60 of the Sacramento City Code.

If there is any conflict between the Standard Specifications as currently written and Chapter 3.60 of the Sacramento City Code, the City Code shall govern.

D. SUBCONTRACTORS
The Contractor shall comply with Section 2-9 of the Standard Specifications.

E. SCHEDULE OF UNIT PRICES
The designated lowest responsible bidder shall provide a Schedule of Unit Prices to the Landscape Architect prior to the award of the Contract. The form for the Schedule of Unit Prices will be provided to the bidder by the Landscape Architect after issuance of the Notice of Award.

This Schedule of Unit Prices shall be not be used for Contract payments; only the unit process stated on the bid sheet. Unit prices provided on the Schedule of Unit Prices are for information only and may be used as a basis

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for determining Contractor’s direct costs in preparing change orders for additional work.

F. TIME OF AWARD
Section 3-2TIMEOF AWARD of the Standard Specifications, the first paragraph is amended as follows: “The award of a formally bid Contract, if made, will be made within ninety (90) calendar days after opening of the Proposals.

G. PRE-B ID INTERPRETATION OF CONTRACT DOCUMENTS
No oral representations or interpretation will be made to any bidder as to the meaning of the contract documents. Request for interpretation shall be made in writing and delivered to the City at least seven (7) days before the time announced for opening the proposals. Interpretation, where necessary, will be made by the City in the form of an addendum to the contract documents, and when issued, will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the contract. Request for information regarding this procedure or other similar information, shall be directed to Dennis Day, a Department of Youth, Parks and Community Enrichment, Park Planning & Development Services, 915 I Street, 3rd Floor, Sacramento, CA 95814, (916) 808-7633, FAX (916) 808-8275, email: [email protected].

It shall also be the bidder's responsibility to call to the attention of the Landscape Architect any missing pages or drawings in the contract documents including the addenda. These items shall be brought to the attention of the Landscape Architect at least seven (7) calendar days before the bid opening date.

H. PRE-J

OB CONFERENCE AND CONSTRUCTION SCHEDULE
The Contractor, after delivery by City of the executed Contract and at least three (3) calendar days before beginning work, shall notify the Landscape Architect to arrange for a pre-job conference. The Contractor shall submit to the Park Construction Inspector construction progress schedules in accordance with Section 7-2 of the Standard Specifications.

I. WORKMANSHIP AND MATERIALS
Except as otherwise specified, all materials and equipment incorporated in the work under the Contract shall be new. The quality of materials and workmanship shall be in accordance with the provisions of Section 5-17 of the Standard Specifications. Appearance of the finished work is of primary importance in all phases of this project. Any portion of the work may be rejected due to appearance defects.

J. TRADE NAMES AND ALTERNATIVES
In accordance with Paragraph 5-18 of the Standard Specifications, certain articles or materials to be incorporated in the work may be designated, for convenience, under a trade name or the name of a manufacturer and the catalogue information. The use of an alternative article or material which is of equal quality and of the required characteristics for the purpose intended will be permitted, subject to the approval of the Landscape Architect. The Contractor shall, within seven (7) calendar days after issuance of the Bid Summary and Notification of Award Recommendation,

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submit for the review of the Landscape Architect, materials, products, equipment and services which differ in any respect from the materials, products, equipment and services specified in the Invitation for Bids. Such submittals shall be accompanied by data to substantiate that such items are equal to those specified. The Landscape Architect shall be the sole judge as to the quality and suitability of substitutions and his/her decision shall be final. Requests for substitutions will not be entertained or considered by the Landscape Architect during the bidding period. No delay or extension of the Contract time will be allowed because of the time required for submitting substitutions or for determining their equality. Failure to propose the substitution of any article or service within seven (7) calendar days after the issuance of the Bid Summary and Notification of Award Recommendation will be deemed sufficient cause for the denial of request for substitution.

After an approval for a substitution is given, the Contractor shall be responsible for any variation of dimensions, locations, connections, sizes and openings, type and construction of substrate or support to receive materials, etc. The Contractor shall furnish and install any and all additional materials as may be required to perform a complete job without additional cost to the City.

Request for substitution approval shall, in addition to the directions described above, list any and all deviations in the quality, criteria, characteristics or dimensions from the specified item or items. Any deviations in the quality, criteria, characteristics or dimensions that do not appear in the request for substitutions and subsequently appear in the shop drawings or in the product or installation may cause the Contractor to be directed to remove the item or items in total and at its expense, and to provide and install the item or items as originally specified. The mere mention in the request for substitution that the item or items will be in accord with the manufacturer's specification or catalog will not be sufficient to alter the specifications.

The request for substitution must specifically list where deviations in the quality, criteria, characteristics or dimensions exist.

K. ACCIDENT PREVENTION
The Contractor's attention is directed to Section 6-9 of the Standard Specifications, which requires compliance with all requirements of the California Occupational Safety and Health Act.

L. LOCATION OF EQUIPMENT AND P IPING
Drawings showing locations of equipment, piping, valves, sprinkler heads, and other appurtenances are diagrammatic only. When installation deviates from the plans and specifications, the Landscape Architect shall be notified for approval. The Contractor will be held responsible for deviations made without first obtaining the Landscape Architect's written approval, and shall remove and relocate such items at his own expense if so directed by the Park Construction Inspector.

M. RELIEF FROM MAINTENANCE AND RESPONSIBILITY
Upon the written request of the Contractor and upon written approval by the Landscape Architect, the Contractor may be relieved of the duty of maintaining and protecting certain portions of the work, which have been completed in all respects in accordance with the requirements of the Contract and to the satisfaction of the Landscape Architect, and thereafter, except with his or her consent, the Contractor will not be required to do further work thereon. In addition, such action by the Landscape Architect will relieve the Contractor of responsibility for injury or damage to said completed portions of the work resulting from use by public traffic or from the

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action of the elements or from any other cause, but not from injury or damage resulting from the Contractor's own operations or from its negligence. Nothing in this section providing for relief from maintenance and responsibility will be construed as relieving the Contractor of full responsibility for repairing or replacing defective work or materials found at any time before either the formal acceptance of the entire work by the City or during the applicable guarantee period.

N. COORDINATION OF CONTRACT DOCUMENTS
The following sentence is added to the end of Section 5-3 of the Standard Specifications:

In case of conflict between drawings and specifications, the drawings shall govern in matters of quantity and the specifications in matters of quality. In case of conflict within the drawings involving quantities or within the specifications involving qualities, the greater quantity and the higher quality shall be furnished.

O. PROTECTION OF DRAINAGE FACILITIES
The Contractor shall maintain all new drainage facilities so storm drainage runoff into the new system is clean. Use straw bales around inlets to minimize sediment infiltration during rainy season and control of the irrigation schedule to minimize runoff during initial planting of turf is required.

P. CLEANING
The Contractor shall at all times keep the work site free from accumulations of waste material or rubbish caused by its employees work, and at the completion of work, the Contractor shall remove all rubbish from and about the work site and all tools, scaffolding and surplus materials, and shall leave the work site, including all sidewalks and paving areas, "broom clean", or its equivalent, unless more exactly specified in other trade sections of the specifications. In case of dispute, the City may remove the rubbish and charge the cost to the Contractor. The Contractor at its expense shall remove spillage resulting from hauling operations along or across any public street immediately. Water or dust palliative shall be applied if ordered by the Park Construction Inspector for the alleviation or prevention of dust nuisance.

Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.

Q. SUBMITTALS
In accordance with the provisions of Section 5-7, Standard Specifications (except where noted below), the Contractor shall furnish the Landscape Architect with such shop drawings and other descriptive materials as may be necessary to adequately describe the equipment, material, and fabricated items proposed to be furnished under the Contract, and to determine their compliance with the specifications, design, and arrangement shown on the contract drawings. Items to conform to Special Provisions and may include, but not limited to,:

ITEM PRODUCT
DATA
SHOP

DRAWINGS

MOCK-UP
OR
SAMPLE
Concrete Mix X X
Aggregate Base X
Asphalt Paving and Sealing X
Expansion Joint Materials X
Erosion Control Materials X

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ITEM PRODUCT
DATA
SHOP

DRAWINGS

MOCK-UP
OR
SAMPLE
Catch Basins, Manhole and
Drainage Materials
X X
Water Line X
Drinking Fountain X
Picnic tables (Regular and ADA) X
Benches (6’ backless and 8’) X
Trash receptacles X
BBQ Grill X
Volleyball Posts and Nets X
Cornhole Games X
Table Tennis X
Park Name Sign X
Rules Sign Posts and Hardware X
Playground Wood Fiber and
Geotextile fabric
X
Swing Mat X
Irrigation Controller and Enclosure X X
Booster Pump Assembly X X
Sprinkler Heads X
Valve Boxes & Lids X
Swing Joint Assemblies X
Mainline & Lateral Pipe X
Control Wire & Connectors X
Gate Valves and Quick Couplers X
Remote Control Valves X
PVC Fittings X
Solvent Weld for PVC X
2-wire X
Sprinklers X
Cobble X
Soil Amendments X X
Pre-emergent herbicide X
Bark Mulch X X
Hydroseed mix, tags & receipts X X
Plant Materials X
Electrical System X
Basketball Posts, Backboards, and
nets
X
Court striping X

One (1) copy of such submittals shall be furnished for review by the Landscape Architect, a digitally scanned copy will promptly be returned with approval, rejection, or approval with modification. Neither equipment nor material shall deviate in any way from the approved drawings without prior written approval of the Landscape Architect. Any fabrication of other work performed in advance of such approval shall be done entirely at the risk of the Contractor. The approval of submitted drawings or other descriptive material shall not relieve the Contractor of any obligation or responsibility for fulfillment of the contract as prescribed.

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R. RECORD DRAWINGS OF NE W CONSTRUCTION
Should the work as installed differ from the original design, the Contractor shall supply the City with a reproducible full size PDF drawing and (1) Fullsize and (1) ½ size hard copy set with all deviations from the original recorded thereon (layout and grades included). This "as-built" shall be found to be of acceptable quality by the Landscape Architect. Upon request, the City shall supply the Contractor with a PDF for his/her "as-built" drawing. "As-built" drawings shall also be required as stated in Section 36-4 of the Standard Specifications.

S. LICENSE REQUIREMENTS
For this publicly bid project either a General Engineering Contractor “A” that also holds a “C27” License, or a General Engineering Contractor “A” License with a qualified subcontractor “C27” Licensed. The “C27” contractor shall have previous park construction experience and shall be required to install the irrigation and landscaping for municipal projects. The “A” contractor is categorized as a general engineering contractor as stated in the Business and Professions Code (B&P) Section 7056 of Article 4 Classifications on the California Contractors State License Board website.

T. PROTECTION OF EXISTING CONCRETE AND ASPHALT PAVEMENTS Contractor shall repair and replace to City standards any existing asphalt or concrete pavements damaged during construction activities at no expense to the City. These pavement areas include street, curb and gutter, sidewalk and park path. Contractor shall meet with the Park Construction Inspector prior to commencing work to document existing conditions of these paved areas.

U. PROJECT COORDINATION
Contractor shall complete all general coordination with the Project Manager, the Landscape Architect, the City Inspector, and other City staff as necessary to complete the Project in an efficient workmanlike manner. This coordination includes: Submittals; Record Drawings; Maintenance of Traffic, Public Safety, and Convenience; Protection of Existing Improvements; Construction Facilities and Temporary Controls; Temporary Electricity; Project Closeout; and Operation and Maintenance Data for this Project.

V. CORONAVIRUS (COVID-19) SAFETY REQUIREMENTS

1.01 Given the coronavirus (COVID-19) epidemic, each Bidder must understand that the means and methods of construction, and the ways of doing business, have been materially impacted and changed (at least for the foreseeable future). These impacts and changes relate to social distancing, ability to perform at the pace previously performed, personal interaction of workers, implementation of increased safety measures, and a myriad of other impacts to construction operations. Heightened measures to protect persons from illness and the adoption and implementation of many new and more intensive practices will make the performance of construction work different and more challenging.

1.02 It is the intent of the City to alert all Bidders for all aspects of this Project, that they are to include in their Bids all known and reasonably estimated COVID-19 costs and impacts to the ability to obtain goods and materials required, as well as labor to perform the Work. Further, all costs for all of these and other aspects of the Project, including supervision, temporary facilities, incidentals, testing, QA/QC, etc. (this listing is intended to be illustrative and not comprehensive) shall be evaluated by each Bidder so its Bid submitted to the City includes all such potential costs in

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recognition of the foregoing and subsequent notices in this and other sections of the Contract Documents.

1.03 Each Bidder is to critically appraise and evaluate the reasonably anticipated costs and time impacts, if any, which may need to be accounted for in light of the COVID– 19 pandemic and all governmental directives and requirements, and commercial impacts, arising therefrom. If awarded the contract, Bidders are encouraged to prepare a COVID-19 Exposure Prevention, Preparedness and Response Plan (a “COVID-19 Plan”) before commencing Work. The COVID-19 Plan should describe how to prevent worker exposure to coronavirus; protective measures to be taken on the jobsite; personal protective equipment and work practice controls to be used; cleaning and disinfecting procedures; and procedures to follow if a worker shows symptoms of COVID-19 illness or tests positive for COVID-19. In addition to any governmental or other guidance available at the time of Bid submission, the Contractor should review OSHA COVID-19 Workplace Safety Guidance documentation, such as: https://www.osha.gov/Publications/OSHA3990.pdf, as a resource in preparation of its COVID-19 Plan. Other reliable and current sources of COVID-19 information can be found from:

The California Department of Public Health (CDPH, State), including witho ut limitation, guidance such as:
https://www.cdph.ca.gov/Programs/CID/DCDC/Pages/Immunization/nCOV2019.aspx The federal Centers for Disease Control and Prevention (CDC, National), including without limitation, guidance such as:
http://www.cdc.gov/coronavirus/novel-coronavirus-2019.html The Sacramento County Public Health Department, including without limitation, guidance found here: https://www.saccounty.net/COVID-19/Pages/default.aspx

The COVID -19 Plan should at a minimum address the following COVID -19 safety guidelines:

a. COVID-19 Employee and Visitor training and check-list before entering worksite. b. Employee distancing and strategies to maximize distancing when possible. c. Limitations on gathering size.
d. Personal Protective Equipment (PPE) requirements.
e. Identification of “choke points” and “high risk areas” such as hallways, hoists and elevators, break areas and vehicles.
f. Staggering trades and modification of work schedules to reduce worker density to maximize distancing opportunities.
g. COVID-19 employee good personal hygiene measures.
h. Disinfection and cleaning requirements.
i. Personal prevention actions requirements for all employees. j. Toolbox and Tailgate COVID-19 employee training.
k. Recognition of COVID-19 Symptoms.
l. Procedures for COVID-19 exposure and notif ication to others who were at the Site.
m. Daily screening protocols for arriving workers and visitors to ensure potentially infected workers and visitors do not enter the Site.
n. Maintenance of daily attendance logs of all workers and visitors who enter the Site.

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Ranch Park Page 9 of 50

1.04 It is the responsibility of each Bidder to alert all potential subcontractors and suppliers of every tier and trade to also factor in the above-referenced COVID-19 cost and time impacts, if any, into their sub-bids to Bidders for all aspects of the Project.

1.05 By submitting a Bid for this Project, each Bidder represents to the City that it included in its Total Bid Price all cost impacts, whether affecting labor (including, but not limited to obtaining qualified workers, quantity of workers, as well as their productivity); deliveries; supervision; testing; procurement of materials or equipment; and time caused by COVID-19 safety requirements and all public health and governmental directives in place at the time Bids are received by the City for this Project. Furthermore, each Bidder recognizes it will not be entitled to a change order granting a COVID-19 related time extension or for any COVID-19 related increased costs, or from any public health or governmental directives in place at the time Bids are received by the City for this Project.

W. CWTA REQUIREMENTS
This project may be subject to the requirements of the City’s Local Hire and Community Workforce Training Program and the City’s Community Workforce Training Agreement (CWTA). A copy of the CWTA and a summary of its requirements (CWTA Summary) is provided in
Exhibit D to this solicitation. By submitting a bid, the Contractor acknowledges that it has read and understands all the requirements, terms, and conditions of the CWTA and CWTA
Summary, and has included all costs associated with compliance with the CWTA in
its bid (if the CWTA is applicable). The CWTA is applicable if the total bid amount including alternates submitted by the Contractor or contractors awarded this project exceeds one million dollars ($1,000,000).

If the CWTA applies, the Contractor and all listed subcontractors must execute Addendum A to
the CWTA (“Agreement to be Bound”) and provide an executed original to the City before the contract can be awarded. Each subcontractor for Work covered by the CWTA hired after
the time of bid or after contract award must also execute Addendum A to the CWTA. No subcontractor may perform Work prior to executing Addendum A and providing the executed
original to the City.

Contractor must include the provisions of this section, as well as a copy of the CWTA and the CWTA Summary, in every subcontract for Work covered by the CWTA.

The failure
to satisfy any requirements of the CWTA, including the requirement submit an Addendum A and the requirement to demonstrate a good faith effort to meet the Local Hire and Priority Apprentice Goals, may result in a determination that the Contractor does not meet the City’s minimum qualifications to bid on future projects for the City of Sacramento.

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ITEMS OF THE BASE BID PROPOSAL

Item No. 1 - Te mporary Construction Fence
This item shall consist of furnishing, installing and maintaining a temporary 6’ Chain Link Panel Construction Fence around the construction area shown on the Plans in conformance with Section 10 of the Standard Specifications.

A. Demolition s hall begin only after the temporary fence has been installed. Fence to remain in place throughout the duration of the project until project acceptance, or as directed by the Park Construction Inspector.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in Temporary Construction Fence to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 2 – C
learing and Grubbing
This item shall consist of clearing, grubbing, trees to transplant and tree removal for the park development in conformance with Sections 12, 13 and 15 of the Standard Specifications and these Special Provisions.

A. Clearing and Grubbing s hall conform to Section 12 of the Standard Specifications. All weeds less than two inches (2") in height may be disked under to a minimum depth of six inches (6"). All other weeds, shrubs, brush, vines, debris and all other objection material within the project site shall be removed.

B. Debris
- All resulting debris shall become the property of the Contractor and disposed of outside the project limits at the Contractor's expense.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in Site Clearing and Grubbing as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 3 – E
rosion and Sediment Control for Sites 1 Acre and Over
This item shall consist of Erosion and Sediment Control at the locations indicated on the plans in conformance with Sections 13 and16 of the City Standard Specifications and per the State Water Resources Control Board, Order No. 2009-0009-DWQ and these Special Provisions.

A. Storm Water Pollution Prevention Plan (SWPPP)
– The City has prepared a SWPPP
document per the requirements of this project. The contractor and its employees shall be familiar with the requirements outlined in the SWPPP document. The contractor shall have a have a staff person who is a Qualified SWPPP Practitioner (QSP) on site or have a staff person trained by a QSP on site during construction business hours.

The
SWPPP shall reside on the site and or with the construction Forman throughout the duration of construction. The completed SWPPP Manual and Log shall be returned to the City’s QSP prior to the final acceptance of the project.

B. BMP Maintenance and Maintenance Log - T he contractor’s onsite QSP shall complete a maintenance inspection at a minimum of once a week and the inspection notes and information shall be logged in the SWPPP. The log shall have the time and date of when the maintenance and inspection was conducted. The City’s QSP will also conduct

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maintenance inspections on a random basis and before, during and after precipitation events. If there is a dispute between the contractors and the City’s QSP regarding the BMP maintenance, then the City’s QSD shall decide what is required. The completed maintenance log shall be kept in the SWPPP. Any required changes to the BMP’s or erosion and sediment control plan shall be logged by the City’s QSP. The QSP shall upload all the weekly inspection and REAP reports to the State of California SMART’s system.

C. Annual Reports s hall be completed by the contractor’s QSP prior to September 1st. The Annual Reports shall be filed using the State of California’s SMART system. If the annual report is not filed and certified prior to the September 1st and the State of California implements fines for the delinquent annual report, the contractor is responsible for paying all fines at the contractor’s expense.

D. Notice of Termination (NOT) – At the end of the project when the turf is established, all shrub/ tree areas have been mulches and all disturbed area stabilized the he contractor’s QSP is responsible for preparing and filing the NOT with the State of California’s SMART database. Additionally, the contractor’s QSP is responsible for verifying all BMS’s have been removed and they shall responsible for taking the NOT final photos. Once the NOT is completed the contractor’s QSP shall notify the City of Sacramento QSD in writing to notify them the NOT is ready to be certified in the SMART’s system.

More information and details of Best Management Practice the contractor shall refer the SW
PPP prepared for this project and the Erosion and Sediment control plan.

E. Housekeeping Practices s
hall be implemented as follows:

1. Solid Waste Management pr ocedures shall include designated waste collection areas and containers in areas indicated. Arrange for regular removal and disposal from the site of solid waste. On a daily basis, clear site of trash including organic debris, packaging materials, scrap or surplus building materials, as well as domestic waste. Solid Waste Containers shall have a lid/ cover and shall covered it at the end of each work day or when its windy.

2. Material Delivery and Storage Area s
hall be designated and provided with a
secondary containment method, as with berms. Store material on pallets and provide covering or watertight containers for soluble materials. Locate materials in a lockable storage contain or other secure enclosure to insure items cannot be vandalized or displaced during nonworking hours. Inspect area weekly and 48 hours prior to a storm event. If a spill is discovered the contractor shall first notify the contractor’s and the City’s QSP immediately and then have the QSP provide direction on how the spill should be cleaned up and if testing will be required.

3. Concrete Waste Area s
hall be designated and provide for a temporary pit to be used for concrete truck washout. Dispose of hardened concrete offsite. At no time shall a concrete truck dump its waste and clean its truck into the City storm drains via curb and gutter. Inspect daily to control runoff, and weekly for removal of hardened concrete. If the contractor is has a designated area for the concrete washout on site the contractor shall cover and divert rain water from entering into the washout area.

The contractor can use a mobile concrete washout or other similar concrete washout system.

4. Paint and Painting Supplies i nstructions shall be given to employees and subcontractors regarding reduction of pollutants including material storage, use, and

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clean up. Inspect site weekly for evidence of improper disposal. A second containment system shall be used to minimize pollutants from escaping the washout areas. In addition the contractor shall place plastic or some other non-permeable lining on the ground to minimize contact between the native soil and the pollutants.

5. Vehicle Fueling, Maintenance and Cleaning s hall be located in a designated area with a secondary containment, as with berms. In addition, the contractor shall place plastic or some other non-permeable lining on the ground to minimize contact between the native soil and the pollutants. Provide equipment with drip pans.

Restrict on-site maintenance and cleaning of equipment to a minimum. Inspect area weekly.

6. Hazardous Waste Management i nstructions shall be given to all employees to prevent the discharge of pollutants from hazardous wastes to the drainage system through proper material use, and waste disposal. Hazardous waste products commonly found on-site include but are not limited to paints & solvents, petroleum products, fertilizers, herbicides & pesticides, soil stabilization products, asphalt products, and concrete curing products. A list of materials expected to be used is listed in the SWPPP. If additional items or items need to be removed the contractor shall notify the City QSP.

7. Dust Control:

The Contractor shall comply with all City and County of Sacramento, State of California air pollution control rules, regulations, ordinances, and statues which apply to any work performed pursuant to the contract, including any air pollution control rules, regulations, ordinances, and statutes, specified in the Government Code. The Contractor shall be responsible for the control of dust within the limits of the project at all times including weekends and holidays in addition to normal working days. The Contractor shall take whatever steps are necessary or required by the Inspector to eliminate the nuisance of blowing dust without causing sediment, debris or litter to enter the City storm drain system.

8. Erosion, Sediment, and Pollution Control Th
e Contractor shall be responsible for
controlling erosion and sedimentation within the limits of the project. In addition, the contractor shall take measures to eliminate any water with pollutants from entering the project site as ‘run-on’. The contractor shall be responsible for erosion and sediment control at all times during (working hours) and during normal working days, excluding evenings, weekends and holidays. The Contractor shall prevent sediment and construction debris from entering the City storm drain system.

9. Non-St orm Water, slurry and sediment from concrete or asphalt saw cutting operations shall not be allowed to enter the City storm drain system, but instead must be collected and disposed of, by the Contractor, in some manner approved by the Inspector.

10. Site Cleanup: Th
e Contractor shall keep the project site clean and free of dust, mud, and debris resulting from the Contractor's operations. Daily clean up throughout the project shall be required as the Contractor progresses with the work. Extra precautions and clean-up efforts shall be made prior to weekends and holidays, and before a predicted rain event.

Daily all paved areas within the limits and surrounding the project shall be cleaned an
d free of sediments, asphalt, concrete and any other construction debris. The Contractor will not be allowed to clean sediment and debris from the street by using water to wash down streets. The streets will be allowed to be washed only after the

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streets have been thoroughly swept and/or vacuumed and inlet protection has been placed at all storm drain inlets to catch any remaining sediments from the streets.

Spillage of earth, gravel, concrete, asphalt, or other materials resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at his expense. If site is not kept sufficiently clean the City will take measures to clean it and back charge the Contractor.

11. More information and details of Best Management Practice t he contractor shall refer the SWPPP prepared for this project and the Erosion and Sediment control plan.

F. Construction site s hall be prepared by the Contractor prior to the start of construction and shall be have erosion and sediment control measures in place until the project is complete.

Contractor shall ensure to have all erosion and sediment control measures as outlined on the plans and in the SWPPP in place throughout the year.

G. E rosion and sediment control measures shall be installed and maintained before the start of construction begins and until disturbed areas are stabilized. All erosion and sediment control measures shall be checked and maintained by the contractor on a minimum of a weekly basis, before and after and during all storms to ensure measures are functioning properly.

H. Erosion Control Plan m ay not cover all the situations that arise during construction due to unanticipated field conditions. Changes to the erosion and sediment control plan shall be made to meet field by the City’s QSP. The contractor shall make the required changes within 48 hours.

I. Exposed / Disturbed soils t
hat are present, the Contractor shall replant the areas with native compatible, drought-resistant vegetation prior to the end of construction, before shutting a site down for the wet seasons, or areas not actively being constructed within the last 14 calendar days. In addition the contractor shall use wet suppression to dampen the soil to minimize dust on as need basis. The contractor shall provide a price in the bid to:

1. In
stall Poly-Acrylamide (PAM) and Copolymer of Acrylamide where the paving is scheduled to be installed (price to install two times)

2. Install straw mulch with tackifier, install where planting is scheduled to be installed. (Price to install two times).

3. Installation Copolymers of Sodium Acrylates and Acrylamides installed on slopes between 5:1 to 3:1. (Price to install two times).

The contractor shall provide a square foot price per application (within the Schedule of Unit Pricing) to install these items as described above. If additional applications are required then the City will prepare a change order to increase the contract amount. If the items are not installed as described above then the City will prepare a deductive change order at the end of the project.

J. Stabilized Construction Entran
ce shall be installed by the Contractor prior to the
commencement of construction including clearing and grubbing. Location of the entrance may be adjusted by the Contractor to facilitate grading operations. All construction traffic entering the paved road must cross the stabilized construction entrance. The stabilized construction entrance shall remain in place until the road base rock course is completed or when the City QSP authorizes the removal of the stabilized construction entrance. The contractor will be responsible for cleaning the stabilized construction entrance if the QSP

Fong Ranch Park Page 14 of 50

finds it requires maintenance. All sediment deposited on paved roadways shall be swept at the end of each working day or as necessary.

K. Fiber Ro lls shall be installed per the plans and shall be placed around all new and existing drainage structure openings immediately after the structure opening is constructed. All fiber rolls shall be maintained and remain in place until construction is completed.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Erosion and Sediment Control for Sites Over 1 Acre as shown on the plans, as specified in these Special Provisions, and directed by the Inspector.

Item No. 4 – C
onstruction Staking
This item shall consist of Construction Staking for the park development shown on the plans in conformance of the Standard Specifications and these Special Provisions.

A. Staking:

1. Vertical control is established by the benchmark indicated on the drawings.

2. Layout of work shall be done under the supervision of the Contractor by a City-approved Land Surveyor licensed in California using professional-type instruments. Contractor shall establish elevations and locate and stake all on-site improvements and grading for approval by the City prior to proceeding and shall be responsible for any damage that may be sustained by the City or others from incorrect locations of site improvements.

This surveyor shall certify that the completed work is done in a manner that the City can check from conformance as the work progresses.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals and for doing all work involved in Construction Staking as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 5 – Site Grading
This item shall consist of Site Grading the existing surface to the lines and grades for the park development shown on the plans in conformance with sections 14 and 15 of the Standard Specifications and these Special Provisions.

A. Layout
of Work:

1. Grade the site to the tolerances shown.

2. Tolerances: Site grading shall be to the elevations shown on the Drawings, plus or minus 0.1 foot vertically.

B. The Contractor shall meet the lines and grades as shown on the grading plan. It shall be at the discretion of the Landscape Architect to allow the Contractor to make necessary adjustments to balance the earthwork on site at no additional cost to the City. The Contractor shall be solely responsible for earthwork calculations.

C. Relat
ive Compaction for landscaped areas shall be 85%.

Fong Ranch Park Page 15 of 50

D. Planter Areas adjacent to paved areas shall be graded so that after settlement, the soil will be two inches (2”) below the top of adjacent pavement, curbs or mow strips.

E. Site Grading s hall be approved by the Landscape Architect upon completion of grading operations and prior to beginning landscape planting.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in Site Grading as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 6 – C
atch Basin to Place
This item shall consist of furnishing and constructing a catch basin complete with a concrete collar at the location and elevations as shown on the plans in conformance with the Standard Specifications and these Special Provisions.

A. Catch Basin m
ay be poured in place or may be precast per plans, and meeting city required dimension ratios or approved equal.

B. Junction Boxes m ay be poured in place or may be precast per plans, and meeting city required dimension ratios with solid lids or approved equal.

C. Concrete s hall be Portland Cement Concrete Class “C” or “D”, as specified in Section 10-5, and concrete work shall be completed in conformance with applicable requirements of Section 20 of the Standard Specifications.

D. Cobbles s hall be placed around the drain inlet within the planter area as shown on the plans. Cobbles are not to be place around the drain’s inlets within the turf area.

E. Grate s hall be Christy Traffic Rated grate, welded steel grate with cross bars, sized to fit catch basin with lock down bolts, or approved equal.

Payment shall be made at the uni
t price bid per each, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Drain Inlets as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 7 – Pl ayground Catch Basin to Place
This item shall consist of furnishing and constructing a Play Area Catch Basin complete with steel cover and gravel sump at the location and elevation as shown on the plans in conformance with the Standard Specifications and these Special Provisions.

A. Catch Basin m
ay be poured in place or may be precast.

B. Concrete s hall be Portland Cement Concrete Type II Class "D", as specified in Section 10, and concrete work shall be completed in conformance with applicable requirements of Section 20 of the Standard Specifications.

C. Steel Cover s hall be 3/16" diamond plate hot-dipped galvanized after fabrication.

D. Base Rock s
hall be 3/4" minimum to 1-1/2" maximum washed rock with no fines.

E. Pea Gravel s
hall be 1/4" minimum to 2" maximum washed rock with no fines.

Fong Ranch Park Page 16 of 50

Payment shall be at the unit price bid per each, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in proving and completing the Playground Catch Basin to Place as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.

Item No. 8 - 6”
Drain Pipe to Place
This item shall consist of furnishing and placing 6" PVC Gravity Drain Pipe with cleanouts as shown on the plans in conformance with Sections 10 and 26 of the Standard Specifications and these Special Provisions.

A. PVC Drain Pipe and fittings shall conform to Section 10-19 of the Standard Specifications.

B. Trench Backfill s hall conform to Drawing T-80 of the Standard Specifications.

C. Cleanouts s hall be installed per Standard Drawings. Cleanout shall be installed with a valve box at finished grate, at the end. End of drain pipe shall be capped.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in 6" Drain Pipe to Place as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 9 - 8” Drain Pipe to Place
This item shall consist of furnishing and placing 8" PVC Gravity Drain Pipe with cleanouts as shown on the plans in conformance with Sections 10 and 26 of the Standard Specifications and these Special Provisions.

B. PVC Drain Pipe and fittings shall conform to Section 10-19 of the Standard Specifications.

B. Trench Backfill s hall conform to Drawing T-80 of the Standard Specifications.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in 8" Drain Pipe to Place as shown on the plans, as specified in these Special Provisions and directed by the

Item No. 10-St
andard Manhole No. 3 to Construct
This item shall consist of furnishing and constructing Standard Manhole No. 3 (SDMH’s) as shown on the plans in conformance with Section 25 and 38 of the Standard Specifications and these Special Provisions.

A. Standard Manhole No. 3 s hall be precast in accordance with Standard Drawing S-70.

B. Concrete s hall be Portland Cement Concrete Type II, Class “D”, as specified in Section 10, and concrete work shall be completed in conformance with applicable requirements of Section 20 of the Standard Specifications.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in providing and completing the Standard Manhole No. 3 to Construct as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.

Fong Ranch Park Page 17 of 50

Item No. 11 – 1” Domestic Water Line to Install
This item shall consist of furnishing and installing a Domestic Water Line to the drinking fountain as shown on the plans, in conformance with sections 10, 13, 14, 17, 27 and 38 of the Standard Specifications these Special Provisions.

A. Domestic Water Line s hall be PVC pipe; Class 315, solvent weld and shall be installed in conformance with Section 10 and Section 36 of the Standard Specifications.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in 1-1/2” Domestic Water Line as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 12 – D
rinking Fountain to Install
This item consists of furnishing and installing an accessible Drinking Fountain with jug filler, drain and associated appurtenance in conformance with these Special Provisions and the Standard Specifications.

A. Drinking Fountain Assembly s hall be MDF per the plans or approved equal. Vacuum breaker included for pet fountain. Drinking fountain shall be powder coated Chrome. Nibco T-113-LF valve required. Freeze-proof valves are not required.

B. 1” Su
pply Line shall be PVC pipe, Schedule 40, solvent weld with Schedule 80 fittings and shall be installed in conformance with Section 10 and Section 36 of the Standard Specifications.

C Two (2) Gate Valves wit
h blow-off valves shall be installed in the water supply line in concrete valve boxes with locking tops. Gate valves shall be key-operated, size as shown on plans.

D. Catch Basin s hall be constructed as shown on the drawings. Concrete shall be Type II Class “D”, as specified in Section 10 and concrete work shall be completed in conformance with applicable requirements of Section 30 of the Standard Specifications.

E. Drain Line s
hall be ABS or PVC pipe, Schedule 40, solvent weld with PVC DWV fittings and shall be installed in conformance with Section 10 and Section 36 of the Standard Specifications.

F. Drain Grate s
hall be No. 3 Round Drain, J. R. Smith Model 2110 series with vandal proof grate Model U or approved equal.

G. Pea Gravel s
hall be 3/8” pea gravel washed with no fines.

I. Filter Fabric s hall be lightweight polyester engineering fabric, landmaster, Polyspun ‘XL’ as supplied by Horizon Irrigation Supply.

J. ALL Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.

Payment shall be made at the l
ump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Drinking

Fong Ranch Park Page 18 of 50

Fountain to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 13 - A ggregate Base to Place
This item shall consist of furnishing and installing aggregate base (AB) under concrete flatwork and concrete pads as shown on the plans in conformance with Section 10, and 17 of the Standard Specifications and these Special Provisions.

A. Aggregate Base s hall be Class II, per Section 26 of the State Standard Specifications.

B. Aggregate Base is not required under central control assembly and booster pump assembly concrete pads.

C. Com paction shall be per the Geotechnical report.

D. Recycled Aggregate Base w
ill be allowed and must conform to the requirements of Section 26 of the State Specifications and tested prior to arrival at the site to verify that it meets the requirements of Class II Aggregate base.

E. Base Bid d
oes not include aggregate base under the asphalt paving, or additional walkway for the Basketball Court as shown under Additive Alternate Item A2 on the plans.

Payment shall be made at the lump sum price bid,
and shall include full compensation for furnishing
all labor, materials, tools, equipment, and incidentals and for doing all work involved in providing and completing the Aggregate Base to Place as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 14 – C oncrete Flatwork to Construct
This item shall consist of furnishing and constructing 5” Concrete Flatwork and concrete pads as shown on the Plans in conformance with Sections 10, 17, 19, 24, and 38 of the Standard Specifications and as amended by these Special Provisions.

A. Portland Cement Concrete s hall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.

B. Reinforcement s hall be intermediate grade and deformed in conformance with “deformed billet-steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.

C. Expansion & Score Joints s hall conform to Section 24 of the Standard Specifications except the following. Expansion joints shall be three eighth inch (3/8") asphaltic felt installed in conformance with Section 24 of the Standard Specifications. Expansion joints and score joints shall be located where indicated on the plans and edged to a three-eighths inch (3/8") radius. Score joints shall be one inch (1") deep.

D. Finish s
hall conform to the following. All exposed surfaces shall be finished to true lines and grades as shown on the plans. The surface shall be floated to a smooth but not slippery finish. Sidewalk surface shall be edged to a 3/8" radius and broomed perpendicular to the sidewalk edge with a medium finish. Do not dampen brooms. Protect adjacent finished surfaces from splatters. - Do not add water to concrete at job site, fog or spray surface with water, or put onto tools or brooms.

Fong Ranch Park Page 19 of 50

E. Test Panel shall be poured prior to placement of concrete flatwork. The contractor shall construct a test panel of 3' X 3' X 3-1/2" thick minimum dimensions. The Contractor shall notify the Landscape Architect and Inspector forty-eight (48) hours prior to test pour. If the test is found to be unsatisfactory by the City, additional test panels shall be constructed and finished until the correct finish is achieved. Workmen and equipment used in the construction of the test panel shall be the same as those used throughout the installation of concrete.

F. Base Bid d oes not include concrete flatwork for the additional walkway for the Basketball Court in Additive Alternate Item A2 as shown on the plans.

Payment shall be made at the lump sum bid price and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing the 5” Concrete Flatwork to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 15
– Concrete Pads to Construct
This item shall consist of furnishing and constructing 4” Concrete flatwork for concrete pads as shown on the Plans in conformance with Sections 10, 17, 19, 24, and 38 of the Standard Specifications and as amended by these Special Provisions.

A. Portland Cement Concrete s hall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.

C. Subgrade s hall have a relative compaction per the Geotechnical report.

D. Expansion & Score Joints s hall conform to Section 24 of the Standard Specifications except the following. Expansion joints shall be three eighth inch (3/8") asphaltic felt installed in conformance with Section 24 of the Standard Specifications. Expansion joints and score joints shall be located where indicated on the plans and edged to a three-eighths inch (3/8") radius. Score joints shall be one inch (1") deep.

E. Finish s
hall conform to the following. All exposed surfaces shall be finished to true lines and grades as shown on the plans. The surface shall be floated to a smooth but not slippery finish. Sidewalk surface shall be edged to a 3/8" radius and broomed perpendicular to the sidewalk edge with a medium finish. Do not dampen brooms. Protect adjacent finished surfaces from splatters. - Do not add water to concrete at job site, fog or spray surface with water, or put onto tools or brooms.

F. Base Bid d
oes not include concrete pad for the Basketball Court in Additive Alternate Item A2 as shown on the plans.

Payment shall be at the lump sum price bid, an
d shall include full compensation for furnishing all
labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing the Concrete Pads to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Fong Ranch Park Page 20 of 50

Item No. 16 – 6” Play Area Curb
This item shall consist of constructing 6” Play Area Curb to Construct as shown on the plans in conformance with Sections 10, 19, and 24 of the Standard Specifications and these Special Provisions.

A. Portland Cement Concrete s
hall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.

B. Expansion Joints and Score l ines shall conform to Section 24-6 of the Standard Specifications with the exception of the following. Expansion joints and score lines shall be placed to align with expansion joints and score lines in adjacent concrete flatwork.

C. Curb s hall be poured monolithically with adjacent concrete flatwork with no score joint.

D. Reinforcement s hall be intermediate grade and deformed in conformance with “deformed billet-steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing 6” Play Area Curb to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No 17 – 9”
Concrete Mow Strip to Construct
This item shall consist of constructing 9” Concrete Mow Strip as shown on the plans in conformance with Section 10, 19 and 24 of the Standard Specifications and these Special Provisions.

A. Portland Cement Concrete shall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.

B. Reinforcement shal l be intermediate grade and deformed in conformance with “deformed billet-steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.

C. Subgrade sh all conform to Section 19 of the Standard Specifications, with the following exception: relative compaction shall be 85%.

D. Finish shal l be broomed parallel to the mow strip edge with a medium broom finish. All exposed surfaces shall be finished to true lines and grades as shown on the plans.

E. Expansion Joints and Score lines shall conform to Section 24-6 of the Standard Specifications with the exception of the following. Expansion joints shall be place at 20' O.C., and score lines at 10’ O.C.

F. This item s
hall include installing 9” concrete mowstrip in place of the sports court curb on the south and north sides of the proposed Basketball Court, if Additive Alternate A2 is not awarded.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing 9” Concrete Mow Strip to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Fong Ranch Park Page 21 of 50

Item No. 18 – Playground Access Ramp to Construct
This item shall consist of constructing a Playground Access Ramp as shown on the plans, in conformance with Sections 10, 19, 24, and 38 of the Standard Specifications and as amended by these Special Provisions.

A. Portland Cement Concrete s hall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.

C. Grooves s
hall be as shown in Section 38, detail T-60 of the Standard Specifications.

D. Finish s hall be broomed parallel to the mow strip edge with a medium broom finish. All exposed surfaces shall be finished to true lines and grades as shown on the plans.

E. Expansion & Score Joints s hall conform to Section 24-6 of the Standard Specifications with the exception of the following. Expansion joints and score joints shall be located where indicated on the plans and edged to a three-eighths inch (3/8") radius.

Payment shall be at the lump sum price bid, an
d shall include full compensation for furnishing all
labor, material, tools, equipment and incidentals and for doing all work involved in completing the Playground Access Ramp to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No.19 – P
icnic Tables (Regular and ADA)
This item shall consist of furnishing and installing the Picnic Tables as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Picnic Table shall be Outdoor Creations, Inc. – Model: 100S – 92” one-piece concrete picnic table, standard option, or approved equal. Color: Dark Gray integral Davis concrete color with standard acrylic sealer.

B. ADA Accessible Picnic Table shall be Outdoor Creations, Inc. – Model: 100SLE – 92” one- piece concrete picnic table with left side entry option for ADA accessibility, or approved equal. Color: Dark Gray integral Davis concrete color with standard acrylic sealer.

C. ADA Accessible Picnic Table shall be Outdoor Creations, Inc. – Model: 100SRE – 92” one-
piece concrete picnic table with right side entry option for ADA accessibility, or approved equal. Color: Dark Gray integral Davis concrete color with standard acrylic sealer.

Payment shall be at the lump sum price bid, an
d shall include full compensation for furnishing all
labor, material, tools, equipment and incidentals and for doing all work involved in completing the Picnic Tables (Regular and ADA) as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 20 –
8’ Benches to Install
This item shall consist of furnishing and installing 8’ Benches as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Bench s hall be per the plans and installed according to manufacturer’s specifications and the detail on the plans.

Fong Ranch Park Page 22 of 50

B. All Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts / nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation or tack weld bolts.

Payment shall be at the unit price b id per each, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the 8’ Benches to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 21 – 6’
Benches (Backless) to Install
This item shall consist of furnishing and installing a Benches as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Bench s hall be per the plans and installed according to manufacturer’s specifications and the detail on the plans.

B. All Bolts shall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts / nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation or tack weld bolts.

C. Concrete Pads shall be paid for under “Concrete Pads to Install” of these Special Provisions.

D. Base Bid d
oes not include the 6’ bench for the Basketball Court in Additive Alternate Item A2 as shown on the plans.

Payment shall be at the unit price b
id per each, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the 6’ Benches (Backless) to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 22 – Trash Receptacles to Install
This item shall consist of furnishing and installing a Trash Receptacle as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Trash Receptacle s
hall be as shown on the plans.

B. ALL Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.

Payment shall be at the unit price b id per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Trash Receptacles to Install as shown on plans, as specified in these Special Provisions and as directed the Inspector.

Item No. 23 – B BQ Grill to Install
This item shall consist of furnishing and installing the Group Grill as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

Fong Ranch Park Page 23 of 50

A. Group Grill s hall be Little Tikes Commercial metal pedestal group grill, Model #LTPQG04N, surface mount, or approved equal. Color: standard Black.

B. All Bolts s
hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation or tack weld bolts.

Payment shall be at the unit price b
id per each, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the BBQ Grill to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 24 – B ike Racks to Install
This item shall consist of furnishing and installing Bike Racks as shown on the plans in conformance with these Special Provisions and the manufacturer’s specifications.

A. Bike Rack s hall be powder coated surface and surface mount, and shall be per the plans or approved equal. Color shall be per plans.

B. Anchor Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor.

C. ALL Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.

Payment shall be at the unit price b
id per each, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Bike Racks to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 25 – V olleyball Posts and Nets to Install
This item shall consist of furnishing and installing Volleyball Posts and Nets as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Volleyball Posts and Net s hall be as specified and shown on the plans . Install according to manufacturer’s specifications and the detail on the plans.

B. Concrete Footings s hall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Paragraph 10 of the Standard Specifications.

Payment shall be made at the uni t price bid per set bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Volleyball Posts and Nets to Install as shown on plans, as specified in these Special Provisions and as directed the Inspector.

Item No. 26 – C
ornhole Games to Place
This item shall consist of furnishing and installing the Cornhole Games as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

Fong Ranch Park Page 24 of 50

A. Cornhole Game shall be Outdoor Creations Inc., Model 15100, concrete cornhole gameboards, with standard acrylic sealer, or approved equal. Color shall be Dark Gray integral Davis concrete color.

B. Concrete Pads s
hall be paid for under “Concrete Pads to Install” of these Special Provisions.

Payment shall be made at the uni
t price bid per set bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Cornhole Games to Place as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 27 – T
able Tennis to Place
This item shall consist of furnishing and installing the Ping Pong Tables as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Ping Pong Table shall be Outdoor Creations, Inc., Model 1500, precast concrete table tennis table with steel laser cut net with ‘City of Sacramento,’ or approved equal. Color shall be Dark Grey integral Davis concrete color. Contractor shall provide shop drawings of the net design to Landscape Architect and City Project Manager.

B. All Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation or tack weld bolts.

C. Co n crete Pad shall be paid for under “Concrete Pads to Install” of these Special Provisions.

Payment shall be at the unit price b id per each, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Table Tennis to Place as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 28 – Pa
rk Name Sign to Place
This item shall consist of furnishing and installing a Concrete Park Sign with Concrete Base as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Concrete Sign and Base shall be made of concrete mix, to include 8.5 sacks of Portland Cement per yard with a maximum rock size of ¾".

B. The
coloring agent selected by the City of Sacramento shall be pure mineral oxides and shall be mixed integrally with the cement. The contractor shall request Outdoor Creations to use the City standard tan concrete color for the park sign.

C. The concrete sign and footing must attain a minimum compressive strength of 7,000 PSI.

D. The concrete shall be reinforced at a minimum #4 Rebar. The rebar shall be at a minimum 18" grid pattern throughout the interior of the sign. The concrete footing shall have a minimum of two rows of #4 rebar running parallel to the face of the footing. All formed surfaces and edges are fully rounded and smooth finished.

Fong Ranch Park Page 25 of 50

F. Concrete graffiti-resistant sealer finish must be applied to all exposed surfaces. There must be a minimum of three (3) coat of sealer applied to the sign and footing prior to installation.

G. Concrete signs must be made of one solid piece of concrete. The concrete base must also be one solid piece of concrete.

H. The sign lettering size will vary depending on how many words are on the park sign. All lettering shall be recessed from the surface of the concrete sign, at minimum of half inch.

Edges on the sign letters shall not be round. The lettering for the park name shall be the largest print, all upper case, painted hunter green, and the style shall be Goudy Bold. The "City of Sacramento" lettering shall be smaller than the park name, be upper and lower case text, painted hunter green, and the style shall be Goudy Bold. The "Department of Youth, Parks & Community Enrichment" lettering shall be smaller print than the "City of Sacramento," be upper and lower case text, painted hunter green, and the style shall be Goudy Medium.

Contractor shall submit a mockup of the sign and receive written approval for the City representative prior to ordering the concrete sign and concrete base.

J. The sign vendor will provide to the contractor (5) sleeves, 36" in length by 3" diameter galvanized steel pipes, schedule 40. The pipes will be installed vertically into the base, through the footing, and into the sign. Sign manufacture shall supply detail. The signs and footing shall be epoxies to one another as well as having the footing epoxies to the concrete base.

K. The Contractor shall have the means to transport the concrete sign and footing to the park site. The sign and footing will be placed on top of an aggregate base footing, provided by the contractor. The City of Sacramento is not responsible for any damage to the sign during the transportation or installation of the sign and base. The City of Sacramento will only be responsibility for the sign & base after the final acceptance walkthrough.

L. Foundation s
hall be as shown on the plans.

M. Vendor Information: The sign shall be by Outdoor Creations Inc., or approved equal. Outdoor Creations Inc. Representative Contact, Chad Smith: Phone (530) 337-6774 , Fax (530) 337- 6675.

N. Acceptance of Sign - T he City of Sacramento is not responsible for any damage to the park sign during the transportation or installation of the sign and base. The City of Sacramento will only be responsibility for the sign & base after the final acceptance walkthrough. The contractor may wrap the park sign with black plastic until final acceptance by the City.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in Park Name Sign to Place as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 29 – Park Rules Signs to Install
This item shall consist of proving materials and installing a court and park rule signs on a new post as shown on the Plans in conformance with these Special Provisions and the City Standard Specifications and Standard Drawing No. T-270.

A. Signs s
hall be provided by the City, for installation by the Contractor. The top of the steel park sign will be installed flush with the top of the steel post and shall be installed as shown on Standard Drawing T-270, Standard Sign Center mount.

Fong Ranch Park Page 26 of 50

B. Sign clamps s hall be two steel Single 2” ID U-Bracket Clamps.

C. Stainless Steel Nuts & Bolts s hall be vandal resistant bolts with the nuts tack welded on to reduce theft.

D. Concrete Footing s
hall be installed as specified by manufacturer and shall be Type II Class D Portland cement, conforming to paragraph 10-5 of the standard specifications.

Payment shall be made uni t price bid per each, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Park Rules Sign to Install as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.

Item No. 30 –
Playground Equipment and Swings to Install
This item shall consist of furnishing and installing the Playground equipment and swings as shown on the plans in conformance with Section 10 of the Standard Specifications, these Special Provisions and the manufacturer’s specifications.

A. Play Equipment s hall be per plans and shall be purchased by the City and installed by the Contractor. The play equipment components shall be installed as shown on the plans and shall be composed of such material and constructed as specified by the manufacturer. All posts shall be steel. The Contractor will be responsible for receiving and storing the play equipment until it is installed.

B. Swings and Independent Play Items s
hall be per plans or approved equal. The play
equipment components shall be installed as shown on the plans and shall be composed of such material and constructed as specified by the manufacturer. All posts shall be steel.

The contractor will be responsible for receiving and storing the play equipment until it is installed. Colors shall be as shown on the plans.

C. Concrete Footings s hall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Section 10 of the Standard Specifications.

D. Manufacturer’s Representative s
hall inspect the play equipment after the installation and provide the City with a letter that states the play equipment is installed in compliance with the manufacturer’s specifications and details.

E. Compliance:

Contractor shall assemble and install playground equipment in compliance with the written instructions of the manufacturer. The playground equipment shall either be:

1. As
sembled and installed by or under the direct supervision of an individual who is authorized by the manufacturer to assemble and install the equipment.

AND

2. Prior to its first use, the playground equipment shall be inspected by a Certified Playground Safety Inspector who shall certify in writing that the equipment, insofar as it can be seen without disassembling it or digging into the surfacing, is in compliance with ASTM F-1487-98 and CPSC Handbook Publication number 325.

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Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing Playground Equipment and Swings to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 31 –P
layground Wood Fiber to Place
This item shall consist of furnishing and installing Wood Fiber to a compacted twelve inches (12”) minimum finished depth at time of final acceptance by the City and Geo-textile Fabric in the playground as shown on the plans in conformance with these Special Provisions and the manufacturer’s specifications.

A. Wood Fiber s hall be Sun-Up Playground Fiber, or approved equal. Wood fiber shall be 100% virgin wood fiber comprised of new softwoods, primarily Douglas fir, White Fir and Cedar. Wood fiber shall have blunt ends, and shall be void of nails, staples, bark, leaves, dirt, twigs or splinters. Wood Fiber shall be non-toxic with no chemicals or additives, and shall be wheelchair accessible. Wood fiber shall meet the sieve requirements of ASTM- C136 which call for the following: Sieve size percent passing by weight ¾” 100%, 3/8” 60- 90%, No. 4 sieve 30-50%, No. 10 sieve 10-20%, No. 60 sieve size 0-5%, No. 200 sieve 0- 1%.

B. Product Certifications
- The Wood Fiber system shall be certified as meeting the U.S.

Consumer Product Safety Commission’s technical guidelines for playground surfacing as follows: When tested in accordance with suggested test method in Paragraph 1, 2, and 3, a surface should not impact a peak acceleration in excess of 200 g’s to an instrumented ANSI head form dropped on a surface from the maximum estimated fall height. Copies of the testing procedures of the Wood Fiber system and results performed by an independent testing source, which demonstrates compliance with the C.P.S.C. guidelines, shall be provided. The Contractor shall provide the City with a Certificate of Insurance for product liability with the limit of liability of not less than $2,000,000 for the wood fiber supplied. The Wood Fiber system shall have a minimum warranty of one (1) year from date of installation against decay and biochemical degradation calling for replacement of defective materials during the guarantee period. Wood Fiber shall not be installed until after play equipment is installed.

C. Subgrade f
or play area shall be free of segregated material and shall have a relative compaction of not less than 85%. Subgrade shall be finish graded and sloped to drain to the play area catch basin at a 1-% minimum slope.

D. Weed Control s
hall conform to Section 35-6 of the Standard Specifications.

E. Geo-t extile Fabric shall be placed on top of the prepared sub-grade as shown on the plans, so as not to allow any contact between the Wood Fiber and the sub-grade. Geo-textile Fabric shall be polyester. Fabric shall have a minimum thickness of 3/16”. Fabric shall be non-woven, and shall be permeable and not act as a wicking agent.

F. Staples or Fasteners
– Geo-textile fabric shall be held in place by the use of staples or fasteners along all corners and seams at approximately 10’ O.C. or closer as required to hold Geo-textile fabric in place.

G. Installation of
wood fiber shall be within forty-eight (48) hours after play equipment is installed. Wood Fiber shall be placed on top of the Geo-textile Fabric as shown on the plans. The Wood Fiber shall be uniform, level and compacted. Contractor shall thoroughly sprinkle wood fiber after installation and rolled with a partially filled lawn roller in all

Fong Ranch Park Page 28 of 50

directions for compaction. The Wood Fiber shall be compacted to a 12” finished depth at the edges of play area at the time of final acceptance by the City. The depth of wood fiber in the center of the play area will be greater.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing Playground Wood Fiber to Place as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 32 – S
wing Mat to Install
This item shall consist of furnishing and installing a Foam Swing Mat under the swings as shown on the plans and in conformance with these Special Provisions and as specified by the manufacturer.

A. Swing Mat s hall be a Zeager TuffMat Surface Mat, sized 7” x 88” x1” for one swing bay, IPEMA certified and ADA compliant, with 5-year warranty, placed on top of the engineered playground wood fiber and installed per the manufacturer’s detail and specifications.

B. Anchoring s hall be done with the use of 3/8-inch airline cable or stainless-steel cable connected to ½” diameter x 36-inch recessed steel anchor stakes at anchor points. Mat edges slope below wood fiber material to eliminate tripping hazards. Cable to be supplied by the Contractor. Anchor stakes shall be ordered along with rubber mat.

Cont
ractor shall include anchoring cables from the supplier at:

All About Play, or Z eager Bros. Inc., www.zeager.com
(916) 923-2180 1(717) 944-7481

Payment shall be at the unit price bid pe
r each, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing Swing Mat to Install as shown on the plans, as specified in these Special Provisions, and as directed by the Inspector.

Item No. 33 – C
entral Control Assembly with Enclosure
This item shall consist of furnishing and installing an Irrigation Central Controller with enclosure as shown on the plans in conformance with Section 34 of the Standard Specifications and these Special Provisions.

A. General

1. All materials furnished and installed shall be new and shall conform to the Standard Specifications for Public Works construction, current addition, as adopted by the City.

2. Mandatory pre- installation meetings are required for all City of Sacramento parks projects. The contractor shall organize and conduct an on- site, pre -installation meeting with a representative from SiteOne Green Tech (equipment supplier ), the City’s Irrigation Specialist, the Landscape Architect and the Inspector prior to the installation of the central control system.

SiteOne Green Tech representative is Noe Cruz, phone number is (916) 202-4877.

3. All materials except interconnect conductors shall have a five-year limited warranty.

The contractor shall submit proof of warranty to the City inspector prior to the start of the maintenance period. It shall be the contractor ’s responsibility to obtain the

Fong Ranch Park Page 29 of 50

necessary warranty inspections from the equipment supplier. No installation will be accepted without proof of warranty.

4. All existing and new computerized irrigation control system components shown on the plans shall be fully operational at final acceptance. Controller installation shall be certified by the SiteOne Green Tech.

5. Al
l incidental parts which are not shown on the plans or specified herein and are necessary to complete or modify the existing system shall be furnished and installed as though such parts were shown on plans or specifications. All systems shall be in satisfactory operation at the time of completion.

6. Existing interconnect systems shall be maintained in effective operation by the contractor for the duration of the work. The contractor shall notify the City inspector 48 hours prior to performing any work on an existing system.

B. Product

1. Conduit

a. All central control system interconnect conduit and fittings shall be PVC schedule 40 1 inch in size, unless otherwise noted.

b. All telephone service interconnect conduit and fittings shall be as approved by the local telephone company and shall be in a 2” conduit.

2. Conductor

a. Communication Cable as required from the submaster satellite assembly to the other satellite assemblies on line shall be a 4 conductor shielded cable (part # EV-CAB-COM). Communication cable may be used to link satellites up to 5,000 feet in length from each other. Cable shall be installed in a 1-inch PVC schedule 40 conduit.

b. Flow Sensor Wire as
required from the flow sensor into the satellite assembly enclosure shall be a 2 conductor shielded cable (part # EV -CAB-SEN). The sensor cable may be used to connect the flow sensor to a satellite up to 2,000 feet in length from each other. Cable shall be installed in a 1- inch PVC schedule 40 conduit.

c. Conductors s
hall be the same type and size shown on the drawings as required for proper operation of the system.

3. Wire Splices

a. Conductors s hall be installed with NO UNDERGROUND splices unless absolutely necessary and unavoidable. Any and all underground splices that are required to be made, must be approved by the City inspector and shall be placed in a suitable type 14 inch by 19 inch valve box for easy access.

b. Wir
e Splices on the communication or sensor cable shall be made with a splice kit (part # ETS-SPLICE).

Fong Ranch Park Page 30 of 50

4. Pull Boxes s hall be fabricated from a durable plastic material resistant to weather, sunlight, and chemical action of soil. Pull boxes shall be a minimum size of 20 inches in length, 15.25 inches in width and 12 inches in height. In paved areas, the pull box shall be a concrete type with a cast iron lid.

5. Ground Rod

a. A 5/8-inch by 8- foot ground rod, clamp and #10 wire shall be provided at every satellite location. It shall be installed within eight to twelve feet (8’ -12’) from the enclosure with nine inch (9”) valve pit.

b. All central control system equipment shall grounded to conform to requirements of the National Electric Code, current edition as adopted by the City and the manufacturer specifications. No solder connections will be allowed. Resistance to ground shall be no more than 25 ohms.

6. Satellite Assembly

a. The number and location of the satellites shall be as shown on the drawings and shall be as manufac tured by Rain Master. Refer to Quote for Fong Ranch Park - City of Sacramento by SiteOne Green Tech.

b. All satellites shall be pre -assembled; hereafter referred to as Satellite Assembly, by SiteOne Green Tech in a top entry, SA6 series “Strongbox” stainless steel weatherproof, vandal resistant, lockable enclosure manufactured by V.I.T.

Products.

c. The satellite assembly shall consist of a stainless steel enclosure, stainless steel removable backboard, interconnect terminal strips, primary power voltage surge arrester, on/off switch, a ground fault interrupt circuit, ground rod, wire and clamp.

d. The satellite assembly, (part# SA6-RM6-32) series shall include a cell modem and antenna assembly for communicating with the central computer by means of the cellular communication (part# GT DX3CA) and Promax remote Cac -Receiver (part# PMR-CAC).

e. All outdoor controller requires a fan (part# FAN-OPT).

f. The satellite assembly (where applicable) shall include a 3” hydrometer (globe) for flow sensing and master valve control (part# LHM3FG0205- MELNO) and Photo Diode Power Supply (part# PD-PWR).

g. The satellite assembly shall be covered by a five year limited warranty.

Execution of Work

1. Interconnect Conduit

a. The interconnect conduit shall be located within the public right- of-way whenever possible. If the conduit is installed outside of the public right a way, an easement shall be provided to the City prior to installation.

Fong Ranch Park Page 31 of 50

b. Conduit runs shall be installed as shown in the approved plans. The Inspector prior to installation shall approve any changes.

c. The ends of the conduits, whether shop or field cut shall be reamed to removed burrs and rough edges. Cuts shall be made square and true.

d. The ends of the conduit shall be capped until the pulling of wiring is started.

e. Conduit bends, except factory bends, shall have radii of not less than six times the inside diameter of the conduit.

f. Conduit shall be installed at a depth not less than 18 inches below finished grade.

g. Conduit shall be free of soil and debris.

h. Nylon or polypropylene pull ropes with a minimum tensile strength of 500 pounds shall be installed in all conduits, which are to receive future, interconnect cable. At least 2 feet of pull rope shall be extended beyond each end of the conduit run and secured.

2. Interconnect Conductors

a. All interconnect conductors shall be pulled by hand.

b. A total of 3 feet of cable shall be left at each satellite assembly and pull box.

Sufficient slack shall be left to allow the wire to extend 18 inches above the top of the pull box grade.

c. The interconnect wire shall be continuous from satellite to satellite. All splices shall occur within the satellite enclosure unless specifically authorized by the City Inspector. Splices shall be capable of satisfactory operation under continuous submersion in the water.

3. Pull Boxes

a. Pull boxes shall be installed at intervals not to exceed two hundred feet and at all changes in direction and where the conduit crosses a roadway, bridge or railroad track (with a 36-inch loop inside the box).

b. Pull boxes shall be installed in area to be landscaped whenever possible.

c. The bottom of the pull box shall be bedded in crushed rock six inches deep prior to installation of the interconnect cable.

Equipment Supplier Support

1. Review system and plans.

2. Conduct one pre- construction meeting on site, for the contractor and owners’ representative.

3. Hook-up communication and flow sensor cable inside the assembly.

Fong Ranch Park Page 32 of 50

4. Test to verify proper grounding.

5. Field test for proper operation of the assembly components.

6. Communication cable continuity and resistance test.

7. Calibration of assembly flow sensing components (if applicable).

8. Verify equipment conforms to and is installed in accordance with Green Tech and Manufacturers specifications and recommendations.

9. Perform functional test of system from a computer.

10. Provide written certification letter. The contractor is required to provide the Landscape Architect with a written certification letter by Green Tech, at final acceptance.

Payment shall be made at the lump sum price b id, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Central Control Assembly with Enclosure as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 3 4 – Booster Pump Assembly
This item shall consist of furnishing and installing a Booster Pump Assembly as shown on the plans in conformance with Section 34 of the Standard Specifications and these Special Provisions.

A. Boo ster Pump Assembly: Pre-assembled Customflow Quality Booster Package™ Model 130COSAC07072021‐1‐7.5VFD‐230‐3, for specification for Fong Ranch Park-City of Sacramento, dated July 26, 2021.

a. Max Flow: 130 GPM at 50 PSI increase.

b. Mainline: 3”

c. Electrical: S ingle Phase 230‐volt with two pole 80 amp breaker for 47 amp load.

d. Control: Fuji VFD with 24 VAC pump start relay.

e. PRV: E fector Transducer rated for 0‐200 PSI.

f. Pump: Berkeley model B1‐1/2TPMS with 7.5hp 184JM frame ODP 3‐Phase motor, heavy-duty cast-iron construction, silicon bronze fitted impeller with back pull-out design.

g. VFD: UL Fuji Eco FRN007F1S‐2DY output rating 21-amp, 80-amp circuit breaker, cooling fan to run only when pump is running, 230‐volt single‐phase input, (2) 24-volt pump start relays, (1) fault light reset mounted on the panel, 150VA transformer for the external fan located on the pump enclosure, HOA, Rittal NEMA12 enclosure.

h. Transducer: Efector PT2424, 4‐20ma output, rated for 0‐200 PSI, stainless steel, & shielded cable.

i. Controls: Pump start relay.

Fong Ranch Park Page 33 of 50

j. Temp: Custom PDNC flow shut off with manual reset mounted on VFD panel door.

k. Isolation Valves: (1) 2‐1/2" (1) 3" AN7721‐3 butterfly valve with grooved connection.

l. Bypass Valve: (1) 3" AN7721‐3 butterfly valve with grooved connection.

m. Check Valve: (1) 3" AN7811 non‐slam valve with grooved connection.

n. Plumbing: Galvanized with grooved fittings for adaptation to the isolation valves and pump. Painted dark green with PPG DTM paint and catalyst to match enclosure.

o. Drop Pipes: (2) 3" 90-degree elbow flanged.

p. Gauge: (2) Liquid filled lower mount 0‐160 PSI for intake and discharge manifold.

q. Enclosure: Custom quality pivot top two-piece aluminum enclosure 48"X36"X38" with slanted roof. Powder coated dark green to match plumbing.

r. Fan Kit: NEMA 3R single AC fan, 115 volt, 110CFM, finger guard, and mounted on the enclosure.

s. Service : V‐Power Equipment, Inc. to provide assembly, testing, startup and training.

t. Warranty: 36 Months from installation.

u. Note: Please provide 36" clearance around the unit for service access.

v. Sales: V‐Power Equipment, Inc. (916) 266‐6743.4201 West Capitol Ave, West Sacramento, CA 95691, website: www.vpowerequip.com

B. Con crete Pad shall be as specified under “Concrete Pads to Install” of these Special Provisions.

Payment shall be made at the lump sum price bid,
and shall include full compensation for furnishing
all labor, materials, tools, equipment and incidentals and for doing all work involved installing Booster Pump Assembly as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 35 - A
utomatic Irrigation System
This item shall consist of furnishing and installing an Automatic Irrigation System as shown on the drawings in conformance with the applicable paragraphs of Sections 10 and 36 of the Standard Specifications and these Special Provisions.

A. Electric Control Valves shall conform to Section 36-13 of the Standard Specifications. Electric control valves shall be Buckner /Superior brass model 950, or approved equal, and shall be constructed as specified in Section 10- 50 of the Standard Specifications. Lawn and shrub area valves shall be installed at grade.

B. Gate Valves shall be constructed of all brass as specified in Section 10- 51 of the Standard Specifications and shall be lead free and shall be manufactured by Nibco, Model number T - 113LF or approved equal and as shown on the plans and shall be installed at the locations as

Fong Ranch Park Page 34 of 50

shown on the plans. Plastic control valves are not acceptable. Valves shall be installed at finished grade in a concrete valve box with locking cover.

C. Master Valve s hall be normally closed with 24 V solenoid and a bypass master valve normally open. Master Valve's sizes and type as shown on the plans and per Standard Drawing No. “L-20” of Section 38 of the Standard Specifications. Install per details and manufacturer's specifications. Pull four additional wires in different colors from controller to master valve.

D. Flow Sensor and Output Transmitter : Install the flow sensor as per the details and manufacturer's specifications. Pulse output transmitter shall be installed per the manufacturer's specifications.

E. Valve Boxes s
hall be plastic boxes installed in conformance with Section 10- 52 of the Standard Specifications and as shown on the plans.

F. Electrical s
hall conform to Section 34 of the Standard Specifications.

G. Irrigation Control Wires s
hall conform to Sections 10- 48 and 36 -12 of the Standard Specifications. Trench for irrigation control wires through existing lawn shall be twenty -four inches (24") deep. Trenching for irrigation control wires through existing paved areas shall conform to Section 34-9 of the Standard Specifications.

Col
or coated wire is not required on two wire systems. Remove this section if two wire systems used.
i. Irrigation Control Wires shall be color coded to the use listed below and follow the colors associated with them.
a. Full Rotor - Red Wire
b. Part Rotor - Green Wire
c. Spray Heads - Yellow Wire
d. Bubblers - Blue Wire
e. Common Wire - White Wire

H. Quick Coupling Valves s hall be by Hunter Model HQ-5RC or approved equal as specified in the plans, or approved equal. Quick coupling valve shall be constructed of brass with a locking yellow thermoplastic rubber cover with "DO NOT DRINK" markings. Quick Coupling valve shall be installed as shown on the plans in conformance with Section 10- 53 of the Standard Specifications (the following shall be disregarded in the Standard Specifications “…single slot type with on inch (1”) treaded pipe connection and one (1”) key connection…” Valve box shall be installed with the top at finished grade. Two (2) quick coupler keys model HK-55 shall be provided to the City of Sacramento at the completion of the project.

I. Plastic Irrigation Pipe Fittings s
hall conform to Section 10- 46 of the Standard Specifications with the following addition. Schedule 80 fittings on all connections, unions and nipples within the valve. All other connections on lateral line are Sch 40.

J. Main Line Pipe s
hall conform to Section 10-44 of the Standard Specifications and be amended as follows: Main line shall be schedule 40 solvent weld for lines 2” and smaller and Class 200 for lines 2½” and larger shall be PVC rubber ring and gasket. Main line pipes 2” and larger shall have concrete thrust blocking in conformance with Section 27-6 and Standard Drawing No. “W-103” of Section 38 of the Standard Specifications. The contractor shall pressure test the irrigation main line with the inspector present. The pressure test shall consist of the contractor pressurizing the m ainline to 150 PSI for two hours with zero pressure loss with either the Inspector or Landscape Architect present.

Fong Ranch Park Page 35 of 50

K. Lateral Line Pipe or pipe on the discharge side of the irrigation control valve shall be Class 200 solvent weld PVC pipe and shall conform to Section 10-44 of the Standard Specifications, except as previously amended.

L. Trench Backfill s hall be installed at no more than 6” lift and each lift shall be compacted to 85% relative density in landscaped areas and compacted to 95% within future paving areas.

Mainline trenches shall also have 3” of sand below the mainline and 6” of sand above the conduit.

M. PVC Primers and S
olvent welded - PVC pipes will require the following primer and solvent glue applications. Primer shall consist of Weld-On P-70 Industrial Grade Primer and the PVC Solvent Cement shall be Weld-On 711 Heavy Bodied Cement, or approved equal. The primer and solvent cement shall be installed per manufactures specifications.

N. Sprinklers s
hall be installed at the locations shown on the plans, in conformance with Standard Drawing No. L-50 of Section 38 of the Standard Specifications. Sprinklers shall be the type and model as shown on the plans.

O. Ball Valve Assembly s
hall be installed at the locations shown on the Plans. Ball Valve Assembly shall be constructed of SCH 80 PVC with threaded connections and shall be the type and model as shown on the plans. Valves shall be installed at finished grade in the same box as the remote-control valve.

P. Electronic Marker System s
hall conform to Section 10- 54 of the Standard Specifications, except as amended by the following: no marker locators will be required by the Contractor.

Contractor shall supply only enough markers for use in new irrigation system. The markers shall be fastened to the underside of the valve box cover of buried lawn area valves only. The marker shall be 3M EMS Mini-Marker – Water, model 1257.

Q. Irrigation Sleeves – Shall conform to the Standard Specifications 36-8. The minimum diameter of the sleeve shall be at least two times the diameter of the conduit going through the sleeve. The sleeve shall extend a minimum of 1’ beyond the edge of the paving.

R. Base Bid d oes not include irrigation modifications for the Basketball Court in Additive Alternate Items A2 as shown on the plans.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Automatic Irrigation System as shown on the plans, as specified in Section 36- 25 of the Standard Specifications, in these Special Provisions and as directed by the Inspector.

Item No. 36 - I
rrigation Audit
This item shall consist of Irrigation Audit in conformance with these Special Provisions.

A. Irrigation Audit s hall include an irrigation audit being performed on the existing irrigation areas where work is being performed/ landscaping is being modified. Irrigation Audit shall be performed by a Certified Landscape Irrigation Auditor after irrigation modifications and replacement of rotors occurs but done before planting new landscape materials. A copy of the irrigation audit shall be turned over to the City prior to the start of the plant establishment period.

Fong Ranch Park Page 36 of 50

B. Irrigation Adjustments s hall include the contractor or the auditor adjusting existing irrigation heads/ rotors to maximize their performance. Adjustment shall include but not limited to lowering or raising heads/ rotors, adjusting head / rotor trajectory, switching out rotor nozzles and straightening crooked head. Irrigation run time / schedule on the controller shall be adjusted to maximize the irrigation efficiency. Irrigation Auditor shall provide a plant establishment and established plant irrigation schedule to the City.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Irrigation Audit as shown on the plans, as specified in these Special Provisions, and as directed by the Inspector.

Item No. 37 – S
oil Preparation and Finish Grading
This item shall consist of furnishing materials and equipment for Soil Preparation and Finish Grading for the landscape planting areas shown on the plans in conformance with sections 35 and 36 of the Standard Specifications and these Special Provisions.

A. Preparing Planting Area s
hall conform to Section 35-5.

B. Soil Preparation Materials s hall conform to Section 10-39, 10-40, 10-41, 35-8 of the Standard Specifications.

1. Contractor shall submit soil fertility analysis upon completion of finish grading for approval and application of required amendments and fertilizers. Soils fertility analysis shall evaluate the following: micronutrient content, macronutrient content, pH level, saturation percentage, soil texture, infiltration rate, conductivity, total dissolved salts, cation exchange capacity, Sulfur or Lime levels, Gypsum levels, Sodium absorption ratio, exchangeable Sodium percentage, organic matter and recommendations based on analytical results.

2. Soi
l conditioner shall be cultivated into the top twelve inches (12") of the soil and thoroughly watered into all areas to be planted with trees, shrubs, groundcover or turf.

Contractor shall provide proof of soil conditioner application to the Landscape Architect.

C. Compact Soil i n planting areas to 85% relative compaction in accordance with ASTM D1557-78.

D. Fine Grade al
l planting areas to a smooth, loose and uniform surface. Eliminate uneven areas, ridges and depressions.

E. Shrub/Ground Cover Planting Area s
hall be graded three (3) inches below adjacent paved
areas, sidewalks, valve boxes, mow strips, drains, etc. in order to receive three (3) inches depth of mulch, establishing final grade one-half (1/2) inches below these surfaces.

F. Soil Preparation and Finish G rade shall be approved by the Landscape Architect upon completion of grading operations.

Payment shall be at the lump sum bid price, an
d shall include full compensation for furnishing all
labor, material, tools, equipment, and incidentals and for doing all work involved in Soil Preparation and Finish Grading as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Fong Ranch Park Page 37 of 50

Item No. 38 – 24” Box Trees to Plant
This item shall consist of furnishing, preparing, and planting the Trees in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Preparing of P lanting Areas shall conform to Section 35-5 of the Standard Specifications and the provisions stated under the item “Soil Preparation and Finish Grading”.

B. Weed Control s hall conform to Section 35-6 of the Standard Specifications.

C. Trees and Planting Materials shall conform to Section 35-7 of the Standard Specifications, except where noted.

1. Trees s hall be provided by the Contractor and inspected by the Landscape Architect.

2. Plant Schedules s hown on the plans are for the Contractor's convenience only. The Contractor shall confirm all quantities and shall plant as required by the Planting Plan when discrepancies exist.

3. Tree Stakes s hall be pressure-treated lodgepole pine, eight-foot (8’) by two-inch (2”) diameter.

4. Nursery Stakes shall be removed at the time of planting. No nursery stake shall be present prior to final acceptance unless other directed by the Landscape Architect.

5. Tree Ties s hall conform to Section 35-7, paragraph G with the exception that ties shall be rubber and attached per planting detail.

6. Mulch s
hall conform to the applicable paragraphs of Section 35-8. Mulch area shall be a four-foot (4’) diameter circle from the tree base in turf and shrub areas. In areas shown as mulch and trees only, 4’ layer shall be spread evenly throughout area.

Payment shall be made at the l ump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the 24” Box Trees to Plant as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 39 –
15 Gal. Trees to Plant
This item shall consist of furnishing, preparing and planting the Trees in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Preparing of P lanting Areas shall conform to Section 35-5 of the Standard Specifications and the provisions stated under the item “Soil Preparation and Finish Grading”.

B. Weed Control s hall conform to Section 35-6 of the Standard Specifications.

C. Trees and Planting Materials shall conform to Section 35-7 of the Standard Specifications, except where noted.

1. Trees s hall be provided by the Contractor and inspected by the Landscape Architect.

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3. Tree Stakes s hall be pressure-treated lodgepole pine, eight foot (8’) by two inch (2”) diameter.

4. Nursery Stakes shall be removed at the time of planting. No nursery stake shall be present prior to final acceptance unless other directed by the Landscape Architect.

5. Tree Ties s hall conform to Section 35-7, paragraph G with the exception that ties shall be rubber and attached per planting detail.

6. Mulch s
hall conform to the applicable paragraphs of Section 35- 8. Mulch area shall be a four-foot (4’) diameter circle from the tree base in turf and shrub areas. In areas shown as mulch and trees only, 4’ layer shall be spread evenly throughout area.

Payment shall be made at the l ump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the 15 Gallon Trees to Plant as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 40 – Shrub and Groundcover to Plant
This item shall consist of furnishing, preparing, and planting Groundcover Areas in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Preparing of Planting Areas s hall conform to Section 35-5 of the Standard Specifications.

Soil in Shrub and Groundcover areas adjacent to paved areas shall be graded so that after settlement, the soil will be three inches (3") below the top of the adjacent paving or curb.

B. Weed Control s
hall conform to Section 35-6 of the Standard Specifications.

C. Soil Preparation Materials shall conform to Section 10-3 9, 10-40, 10-41, 35-8 of the Standard Specifications.

1. Soil C onditioner/Fertilizer Contractor shall submit soil fertility analysis upon completion of rough grading for approval and application of amendments. Soils fertility analysis shall evaluate the following: micronutrient content, macronutrient content, pH level, saturation percentage, soil texture, infiltration rate, conductivity, total dissolved salts, cation exchange capacity, Sulfur or Lime levels, Gypsum levels, Sodium absorption ratio, exchangeable Sodium percentage, organic matter and recommendations based on analytical results. Soil conditioner shall be cultivated into the top twelve inches (12") of the soil and thoroughly watered in. Contractor shall provide proof of soil conditioner application to the Landscape Architect.

D. Planting Materials sh
all conform to Section 10-43 and 35-8 of the Standard Specifications.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Groundcover Areas as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 41 – L andscape Weed Fabric
This item shall consist of furnishing and installing landscape weed block fabric under all bark mulch in all planted areas in conformance with the Standard Specifications and as amended by these

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Special Provisions.

A. Landscape Weed Fabric s hall be DeWitt Weed Barrier Landscape Fabric, 3.5 ounce, 12 yr, Color Brown, UV treated, spunbonded fabric or approved equal. Contact DeWitt Company 1-800-888-9669, or dewittcompany.com.

B. Metal Anchor Pins sh all be by Dewitt or approved equal. Contact DeWitt Company 1-800- 888-9669, or dewittcompany.com
C. Base Bid inc lude landscape weed fabric required in the location of the proposed Basketball Court if Additive Alternate Item A2 as shown on the plans is not awarded.

Payment shall be made at the lump sum price bid,
and shall include full compensation for furnishing
all labor, materials, tools, equipment, and incidentals and for doing all work involved in Landscape Weed Fabric as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 42 – B ark Mulch (4” Depth)
This item shall consist of furnishing and installing a 4” layer of bark mulch in all planted areas and tree wells in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Mulch s hall be evenly spread in all planter areas as specified on the plans. Mulch shall be Medium Walk on Bark, consisting of shredded Douglas fir, Red fir or white fir, fibrous in nature, four inch (4”) minimum to four-inch (4”) maximum in length, available from Redi- Gro, or approved equal. Contractor shall submit a mulch sample to the Landscape Architect for approval at least forty-eight (48) hours prior to installation.

B. Mulch shall be at a four-i
nch (4”) finished depth at time of final acceptance by the City, and shall be free of deleterious material.

C. Base Bid i ncludes bark mulch, required in the location of the proposed Basketball Court if Additive Alternate Item A2 as shown on the plans is not awarded.

Payment shall be made at the l
ump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Bark Mulch to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 43 – T urf Hydroseeding
This item shall consist of furnishing materials, preparing and Turf Hydroseeding areas shown on the Plans in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Preparing of Planting Areas , Section 35-5 of the Standard Specifications shall be amended as follows: Soil shall be cultivated until the condition of the soil is loose and fine-textured to a depth of four inches (4"). Finish grade of all planting areas shall be reviewed and approved by the Landscape Architect before proceeding with planting.

Soi
l in lawn areas adjacent to curbs or paved areas shall be graded so that after settlement, the soil will be one-half inch (1/2") below the top of curb or paving.

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B. Weed Control shall conform to Section 35-6 of the Standard Specifications.

C. Soil Preparation Materials shall conform to Sections 10-3 9, 10-40, 10-41, 35-8 of the Standard Specifications.

1. Soil Conditioner/Fertilizer C ontractor shall submit soil fertility analysis upon completion of rough grading for approval and application of amendments. Soils fertility analysis shall evaluate the following: micronutrient content, macronutrient content, pH level, saturation percentage, soil texture, infiltration rate, conductivity, total dissolved salts, cation exchange capacity, Sulfur or Lime levels, Gypsum levels, Sodium absorption ratio, exchangeable Sodium percentage, organic matter and recommendations based on analytical results. Soil conditioner shall be cultivated into the top twelve inches (12") of the soil and thoroughly watered in. Contractor shall provide proof of soil conditioner application to the Landscape Architect.

D. Turf H
ydroseeding shall conform to Section 10- 42, and applicable paragraphs of Section 35-10 of the Standard Specifications and these Special Provisions.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Turf Hydroseeding as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 44 – P
lant Establishment Period (90 days)
This item shall consist of maintaining the landscape planted areas installed in this contract as shown on the plans in conformance with Sections 35- 15 through 35-18 of the Standard Specifications and as amended by these Special Provisions.

A. Start of Maintenance Period s hall conform to Section 35-15 of the Standard Specifications. As amended by the following: The start of the Maintenance period will not start until SUBSTANTIAL COMPLETION (refer to sections 1-45 and 8-4 of the 2007 City Standard Specifications) of the entire project has been determined by the City landscape architect.

B. Watering s
hall conform to Section 35- 13 of the Standard Specifications and these Special Provisions.

C. Plant Replacement s
hall conform to Sections 35-14 of the Standard Specifications.

D. Plant Establishment per
iod or Landscape Maintenance Period shall conform to Section 35-16 of the Standard Specifications and be amended as follows: The Landscape Maintenance Period shall be ninety (90) working days and shall begin on the date of the Start of Maintenance Period. Plant Establishment and Landscape Maintenance shall continue until final acceptance of the work.

E. Lawn Maintenance s
hall conform to Section 35- 16 of the Standard Spec ifications. When the lawn reaches three inches (3") in height, the Contractor shall mow it to a height of one and one-half inches (1-1/2"). The lawn shall be mowed thereafter on a weekly basis to a height of one and one-half inches (1-1/2"). Lawn growing around trees, light poles, fences, and other obstacles shall be maintained at a height equal to that of the adjacent lawn areas, or may be chemically controlled with the approval of the Landscape Architect. Catching of lawn clippings shall not be required. Following a minimum of three (3) mowings the Contractor shall be required to treat the lawn with a selective broadleaf and grass weed herbicide that will not harm

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the lawn. The Contractor shall conform to Section 35- 6 of the Standard Specifications fo r application of herbicides.

1. Lawn Fertilizer (2nd Application): One week prior to the final inspection the Contractor shall apply to all lawn areas a second application of fertilizer with a 16-6- 8, N -P-K analysis, at six (6) pounds per 1,000 square feet.

F. Tree & Shrub Maintenance. Trees and Shrubs shall be pruned and shaped as directed by the Landscape Architect. Trees shall be restaked as necessary. Maintain watering basins and shrub and groundcover areas free of weeds.

G. Pre-F inal Inspection shall conform to Section 35 -17 of the Standard Specifications and be amended as follows: Seven (7) weeks prior to the end of Maintenance Period, the Inspector and the Landscape Architect shall conduct a pre-final inspection. At the pre-final inspection or at any time, thereafter, should the Inspector determine that the project meets the requirements of the final acceptance of the work, he may issue final acceptance of the project to the Contractor.

H. Final Inspection s
hall conform to Section 35-18 of the Standard Specifications. At the time of final acceptance of the work, any square yard of the planted areas shall be ninety percent (90%) weed free and in a neatly mowed condition, as determined by the Inspector.

Payment s
hall be made at the lump sum price bid , and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Plant Establishment (90 days) as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 45 – 2’
x 4” Header Board to Install
This item shall consist of furnishing and installing Header Board along the entire west side of the park as shown on the plans and as specified in the Special Provisions.

A. Header Board s
hall be 2” x 4” x 16’ length, pressure treated redwood or approved equal.

B. Stakes s hall also be redwood or approved equal.

C. Local Supplier: Berco Redwood, 4560 Auburn Bl., Sacramento, CA 95841, Phone: (916) 483-2001

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in completing the 2” x 4” Header Board to Install as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.

Item No. 46 –
Electrical System
This item shall consist of furnishing, installing and testing the electrical system improvements, shade structure lighting, electrical pedestals with receptacles and connecting to the SMUD transformer as shown on the plans in conformance with section 34 and 38 of the Standard Specifications and these Special Provisions.

A. Concrete Pads f
or Electrical Equipment or SMUD service pedestal shall be installed as shown on the plans in conformance with sections 10, 19, and 24 of the Standard Specifications and with these Specials Provision.

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B. Electrical Pull Boxes, Underground Conduits, Conductors which are shown on the plans or specified herein and which are necessary to complete the park electrical system shall be furnished and installed.

C. Electrical Incidental Parts which are not shown on the plans or specified herein and which are necessary to complete the park electrical shall be furnished and installed as through such parts were shown on the plans or specified herein.

D. Electronic Marker System s hall conform to Section 10-54 of the Standard Specifications, except as amended by the following: no marker locators will be required by the Contractor.

Contractor shall supply only enough markers for use in new electrical system. The markers shall be placed within the pull box cover of buried lawn area pull boxes. The marker shall be 3M EMS 4" Extended Range 5' Ball Marker – Power 1402-XR.

E. SMUD - Contractor shall trench or bore under Bridgegate Way in order to install the required conduit, and install the secondary boxes, and other appurtenances as shown on the SMUD Meter and Service Commitment plan provided, SMUD Notification # 32142394.

Contractor shall schedule a preconstruction meeting with the SMUD inspector at (916) 732-5990 at the start of the project, in order to allow enough time for SMUD to provide electrical service prior to the need. Contractor shall ensure power to site is installed / approved by SMUD before any site planting may occur.

Payment shal
l be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Electrical System to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Item No. 47 – C
ity Building Permit Inspection Coordination
This item shall consist of scheduling and coordinating all necessary City Building Permit inspections required for the project, including obtaining a final inspection and closing out the City Building permit for the work shown on the plans in conformance with these Special Provisions and City Building Permit.

A. City Building Permit-
The City Landscape Architect will apply for a City Building Permit for the project. All the engineered drawings, calculations, permit fees and Special Inspections will be paid for the project by the City.

B. Contractor’s Responsibility - The Contractor shall be responsible for the project Building Permit during the project, and return the approved permit to the Landscape Architect upon completion, and including the follows:

Building Inspection Updates
– Contractor shall provide the Landscape Architect and
Construction Inspector with monthly updates on the progress of all building inspections and invite the Construction Inspector to attend Building Permit inspections.

C. Construction and Demolition Deb ris Ordinance (projects over $250,000) – Contractor shall keep a Waste Log of all materials hauled away from the project, including weight tickets of disposal and recycled materials. Waste Log shall be submitted at the end of the project, within 30 days after permit has been finalized. Refer to the C&D Debris Ordinance Overview provided as an attachment to Special Provision for this project.

D. Building Permit Inspections
– Contractor shall be responsible for scheduling all necessary Building inspections and shall not cover over work until the work has been inspected and

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approved.

Contractor shall schedule all the required City Building Inspections by phone or online as indicated on the City Building Permit Envelope. The required inspection disciplines for this project are as follows:

1. Building (Picnic Structure)

2. Electrical

3. Plumbing

4. Fire

5. Life Safety

Contractor shall not cover or conceal any Building, Electrical, Plumbing or Mechanical work without City Building Inspectors signature on the Building Permit.

If the Contractor fails to allow for the required building inspections and special inspections of the work, the Contractor shall be liable for the costs to remove and reconstruct work to allow for the required inspections and for issuance of the final building inspection approval.

E. Special Inspections and Material Testing
– The Contractor shall inform the Construction
Inspector, who will schedule all required special inspections and material testing. Refer to the Schedule of Special Inspection in the Building Permit for the project.

Upon
completion of the Special Inspections and testing work, the Special Inspection firm shall provide a final special inspection test report signed and stamped by the responsible professional engineer. This report will be needed for the Building Inspector at the final inspection, in order for final approval.

E. Encroachment Permit-
Contractor shall apply for and obtain a Encroachment/ Excavation Permit from the Community Development Department, Permit Counter at 300 Richards Boulevard, 3rd Floor, Sacramento, prior to performing work within the Right-of Way. For more information on the Application for Encroachment/Excavation, contact (916) 808- 6810. The City Parks will pay the fee associated with the Encroachment/ Excavation Permit directly to the Community Development Dept., after the permit application is filed and prior to approval. Contractor will be required to submit copies of the site plan, a Traffic Control Plan prepared by the Contractor, and a construction schedule for work in the right-of-way.

F. Final Inspection/Closeout of Building Permit – Contractor shall be responsible for a final inspection/closing out of the building permit. The Contractor will need the following documents at the final building inspection for final approval and to close out of the City Building permit:

1. C&D Debris Waste Log shall be submitted at the end of the project, within 30 days after permit has been finaled.

2. Fi nal Special Inspection Report signed and stamped by the responsible professional engineer. This report will be needed for the Building Inspector at the final inspection, in order for final approval.

Payment shall be made at the lump sum price, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in City Building

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Permit Inspection Coordination as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

ADDITIVE ALTERNATES BID I TEMS

Additive Alternate Item No. A1 – Shade Structure to Install (including shelter lighting, motion sensor, electrical and conduit)
This item shall consist of installing a Metal Shade Structure with lighting and motion sensor as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

Contractor shall be responsible to follow all recommendations for the Picnic Shelter Footings (Deep Foundations) for the project as indicated in the Geotechnical Engineering Report provided by Terracon Consultants, Inc. Project No. NB195105.

A. Metal Shade S
tructure shall be the Standard Chelsea Structure with Multi Rib Roof, manufactured by Poligon Shelters, 20’ x 24’ or approved equal. Shade shelter shall be purchased by the City and delivered to the Contractor. The Contractor will be responsible for receiving, unloading, storage and installation per the plans and manufacturer’s specifications.

B. All Bolts s hall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.

Al
l exposed bolts shall be covered by the Bolt Cover as provided by the manufacturer.

C. Concrete Footing s hall be Portland Cement Concrete Type II Class “D”, as specified in Section 10 and installed in conformance with Section 20 of the Standard Specifications and the manufacturer's specifications.

D. Lighting and Motion Sensor shall be installed as indicated on the plans or approve equal and shall be installed per the manufacturer’s instructions and specification.

Payment shall be at the lump sum bid price and shall include full compensation for structural calculations, furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Shade Structure to Install as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

Additive Alternate Item No. A2 – 6’ Proto II Wall to Construct This item shall consist of furnishing and installing a 6’ proto II Wall as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

Payment shall be at the lump sum bid price and shall include full compensation for structural calculations, furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 6’ Proto II Wall to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

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Alternate Item No. A3 – Basketball Court to Construct (includes aggregate base, asphalt paving, sports court curbing, striping, basketball post and equipment, sports court rules sign, concrete walk, and a bench on concrete pad) This item shall consist of furnishing materials and installing the Multi-Use Sports Court as shown on the plans including grading, concrete walkway, aggregate base, asphalt paving, court striping, sports court curb, two benches on a concrete pad. The improvements shall be in conformance with these Special Provisions and the manufacturer’s specifications.

A. Debris - All resulting debris shall become the property of the Contractor and disposed of outside the project limits at the Contractor's expense.

B. Grading s hall be as specified under “Site Grading” bid item of these specifications and paid under this bid item.

C. Sports Court Curbing shall be as specified under “Sports Court Curbing to Construct” bid item of these specifications and paid under this bid item.

D. Reinforcement s hall be intermediate grade and deformed in conformance with “deformed billet-steel bards for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans. in place of Futsal court as shown on sheet L5.

E. Subgrade s
hall conform to Section 19 of the Standard Specifications, with the following exception: relative compaction shall be 90%.

F. Aggregate Base s hall be as specified under “Aggregate Base” bid item of these specifications and paid under this bid item.

G. Asphal
t Concrete shall be Type B (medium) and shall conform to Section 22 of the Standard Specifications and Section 39 of the State Standard Specifications.

H. Tack Coat s
hall be applied and shall be conform to Section 22-7 of the Standard Specifications.

I. Asphal t Binder shall be PG64-10 or PR64-16 and shall conform to Section 39 of the State Standard Specifications.

J. Flood Test:

The asphalt pavement should be flooded to check for surface drainage, low areas, and high areas greater than 1/8” tolerance. Out of tolerance areas should be repaired, filled to grade or re-installed.

K. Asphalt Sealcoat s hall be an application of Asphalt Emulsion and shall comply with Section 23-3, 23-6 and 23-7 of the City Standard Specifications. Asphalt Sealcoat may be Raynguard “Steelguard” asphalt pavement sealer or approved equal.

L. Court Striping shall be P
lexipave for both basketball and futsal courts. 2” striping shall be white for basketball court markings and 3” yellow for futsal court markings. Contractor shall verify all dimensions for court markings prior to installation.

M. Striping s hall not occur until 28 days after the installation of the asphalt paving to let the paving cure and leach the oils out of the paving surface. The contractor shall wash down the top of the asphalt paving the day before the installation of the new court paint/ striping.

Fong Ranch Park Page 46 of 50

N. C oncrete Flatwork shall be as specified under “Aggregate Base” and “Concrete Flatwork” of these specifications and paid under this bid item.

O. 6’ B ench shall be as shown on the plans or approved equal. Install according to manufacturer’s specifications and the detail on the plans.

P. Concrete Pad s hall be as specified under “Concrete Pads to Install” bid item of these specifications and paid under this bid item.

Q. Basketball Posts, Backboard and Nets s hall be per the plans or approved equal. Install according to manufacturer’s specifications and the detail on the plans.

R. Concrete Footings s hall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Paragraph 10 of the Standard Specifications.

S. Deduction - This item shall include the cost deduction for items not furnishing and installing unless this bid item “Additive Alternate A2- Basketball Court to Construct” is awarded. Cost deduction shall include two sections of 9” concrete mow strip, landscape weed fabric, and 4” of bark mulch, as shown on the plans in place of the proposed Basketball Court.

Payment shall be made at the l
ump sum bid price, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the Basketball Court to Construct as shown on the plans, as shown on the plans, as specified in these Special Provisions, and directed by the Inspector.

Additive Alternate Item No. A4 – 12’ Proto II Wall to Construct This item shall consist of furnishing and installing a 12’ proto II Wall as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

Payment shal l be at the lump sum bid price and shall include full compensation for structural calculations, furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 12’ Proto II Wall to Construct as shown on the plans, as specified in these Special Provisions and directed by the Inspector.

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ATTACHMENT A

Geotechnical Report

Fong Ranch Park Page 48 of 50

ATTACHMENT B

Storm Water Pollution Prevention Document

Fong Ranch Park Page 49 of 50

ATTACHMENT C

Construction & Debris
Waste Management Plan

Fong Ranch Park Page 50 of 50

ATTACHMENT D

SMUD Service Commitment Plan

Project No. S2206-05-01
September 24, 2021
Dennis Day, Landscape Architect
City of Sacramento, Parks and Recreation
Landscape Architecture Section
915 I Street, 3rd Floor
Sacramento, California 95814
Subject: GEOTECHNICAL INVESTIGATION

FONG RANCH PARK
3701 FONG RANCH ROAD

SACRAMENTO, CALIFORNIA
Mr. Day:

In accordance with your authorization, we performed a geotechnical investigation for the subject project.

The project consists of constructing a new park at 3701 Fong Ranch Road in Sacramento, California.

The accompanying report presents our findings, conclusions, and recommendations regarding geotechnical aspects of developing the site as presently proposed. In our opinion, no adverse geotechnical conditions were encountered that would preclude development at the site provided recommendations of this report are incorporated into the design and construction of the project.

Please contact us if you have any questions regarding this report or if we may be of further service.

Respectfully Submitted,
GEOCON CONSULTANTS, INC.

Sean M. Dixon, PG Jeremy J. Zorne, PE, GE
Senior Project Geologist Senior Engineer

TABLE OF CONTENTS

GEOTECHNICAL INVESTIGATION PAGE

1.0 PURPOSE AND SCOPE ................................................................................................................. 1

2.0 SITE AND PROJECT DESCRIPTION ........................................................................................... 2

3.0 SOIL AND GEOLOGIC CONDITIONS......................................................................................... 2

3.1 Site and Regional Geology .................................................................................................... 2

3.2 Fill / Soil Stockpile ................................................................................................................ 2

3.3 Alluvium ................................................................................................................................ 3

4.0 GROUNDWATER........................................................................................................................... 3

5.0 GEOLOGIC HAZARDS.................................................................................................................. 3

5.1 Mapped Geologic Hazard Zones ........................................................................................... 3

5.2 Faulting / Ground Rupture ..................................................................................................... 3

5.3 Historical Earthquakes and Ground Shaking ......................................................................... 4

5.4 Liquefaction ........................................................................................................................... 4

5.5 Expansive Soil ....................................................................................................................... 4

5.6 Soil Corrosion Potential......................................................................................................... 5

6.0 CONCLUSIONS AND RECOMMENDATIONS........................................................................... 8

6.1 General................................................................................................................................... 8

6.2 Code-Based Seismic Design Values...................................................................................... 8

6.3 Soil and Excavation Characteristics ..................................................................................... 10

6.4 Materials for Fill .................................................................................................................. 11

6.5 Grading ................................................................................................................................ 12

6.6 Drilled Piers – Shade Structures/Sound Walls ..................................................................... 13

6.7 Soundwall “Trench” Footings .............................................................................................. 14

6.8 Concrete Sidewalks and Flatwork ....................................................................................... 15

6.9 Rigid Concrete Pavement .................................................................................................... 16

6.10 Site Drainage and Moisture Protection ................................................................................ 16

7.0 FURTHER GEOTECHNICAL SERVICES .................................................................................. 18

7.1 Plan and Specification Review ............................................................................................ 18

7.2 Testing and Observation Services ........................................................................................ 18

8.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS ........................................................... 19

9.0 REFERENCES ............................................................................................................................... 20

FIGURES
Figure 1, Vicinity Map
Figure 2, Site Plan

APPENDIX A

FIELD EXPLORATION
Figure A1, Key to Logs
Figures A2 through A6, Logs of Exploratory Borings B1 through B5 TABLE OF CONTENTS (Continued)

APPENDIX B

LABORATORY TESTING PROGRAM
Table B1, Summary of Corrosion Parameters
Table B2, Summary of Expansion Index Test Results
Table B3, R-Value Test Results
Figure B1, Summary of Laboratory Results
Figure B2, Atterberg Limits
Figure B3, Moisture-Density Relationship
Sunland Analytical, Landscape Soil Analysis Report

Geocon Project No. S2206-05-01 - 1 - September 24, 2021

GEOTECHNICAL INVESTIGATION

1.0 PURPOSE AND SCOPE
This report presents the results of our geotechnical investigation for the proposed new Fong Ranch Park project located at 3701 Fong Ranch Road in Sacramento, California. The approximate site location is depicted on the Vicinity Map, Figure 1.

The purpose of our geotechnical investigation was to observe and sample the subsurface conditions encountered at the site and provide conclusions and recommendations relative to the geotechnical and environmental aspects of site improvements as presently proposed.

To prepare this report, we:

Performed a limited geologic literature review to aid in evaluating the geologic and seismic conditions present at the site. A list of referenced material is included in Section 9.0 of this report.

Reviewed available conceptual plans to select exploratory boring locations.

Performed a site reconnaissance to determine access and mark out the proposed exploration locations.

Notified subscribing utility companies via Underground Service Alert (USA) a minimum of two working days (as required by law) prior to performing excavations at the site.

Paid required fees and obtained a drilling permit from Sacramento County Environmental Management Department (SCEMD).

Performed five exploratory borings (B1 through 54) with a truck-mounted drill rig equipped with 6-inch diameter solid flight augers to approximate depths of approximately 16½ feet.

Logged the borings in general accordance with American Society for Testing and Materials (ASTM) D2487, which is based on the Unified Soil Classification System (USCS).

Upon completion, backfilled the borings neat cement grout according to SCEMD requirements.

Collected soil samples at periodic intervals from the borings for subsequent laboratory testing.

Performed laboratory tests to evaluate pertinent geotechnical parameters.

Prepared this report summarizing our findings, conclusions, and recommendations regarding the geotechnical aspects of site improvements as presently proposed.

Approximate locations of exploratory borings are shown on the Site Plan, Figure 2. Details of our field exploration program including exploratory boring logs are presented in Appendix A. Details of our laboratory testing program and test results are summarized in Appendix B.

Geocon Project No. S2206-05-01 - 2 - September 24, 2021

2.0 SITE AND PROJECT DESCRIPTION
The site is located on the west side of Bridgegate Way just north of the intersection with Fong Ranch Road and south of Interstate 80 in Sacramento. The site is currently undeveloped. A soil stockpile up to approximately 10 feet high generally covers the site.

The project consists of constructing a new park facility including playgrounds, picnic areas, a basketball court, exercise stations, a shade structure, and concrete flatwork subject to pedestrian and service/maintenance truck traffic. A masonry wall will be located along the northern boundary of the site, which is adjacent to Interstate 80. The masonry wall and shade structure will be supported on cast- in-drilled hole (CIDH) concrete piers or a continuous “trench” footing. The current site configuration and proposed improvements are shown on the Site Plan, Figure 2.

3.0 SOIL AND GEOLOGIC CONDITIONS
We identified soil and geologic conditions by observing exploratory excavations and reviewing referenced geologic literature (Section 9.0). Soil and geologic conditions at the site generally consist of fill overlying alluvium. Descriptions provided below include the USCS symbol where applicable.

3.1 Site and Regional Geology
The site is located within the Great Valley Geomorphic Province of California, more commonly referred to as the Sacramento Valley. The Sacramento Valley is a broad depression bounded by the Sierra Nevada range to the east and the Coast Ranges to the west. The Sacramento Valley has been filled with a thick sequence of sediments derived from weathering of adjacent mountain ranges resulting in a stratigraphic section of Cretaceous, Tertiary, and Quaternary deposits.

Published geologic mapping depicts the site vicinity underlain by Holocene Alluvium (map symbol Qha), generally consisting of interbedded mixtures of sand, silt, clay, and gravel (CGS, 2011).

3.2 Fill / Soil Stockpile
Fill consisting of a soil stockpile blankets the site. The stockpile is likely surplus soil generated during construction of the ParkBridge residential subdivision immediately east of the site. The height of the soil stockpile ranges between 1½ to 2½ feet thick around the perimeter to approximately 10 feet high near the center of the site. We encountered approximately 1½ to 2½ feet of fill in each of our exploratory borings. The fill generally consists of soft, fat clay (CH) with varying amounts of gravel.

Complete removal and re-compaction of the fill will be required during site grading. Specific recommendations are provided in this report.

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3.3 Alluvium
Below the fill, we encountered alluvial soils to the maximum explored depth of approximately 16½ feet.

The alluvium generally consists of soft to hard fat clay (CH).

Soil conditions described in the previous paragraphs are generalized. The exploratory boring logs included in Appendix A detail soil type, color, moisture, consistency, and USCS classification of the soils encountered at specific locations and elevations.

4.0 GROUNDWATER
We did not encounter groundwater in our borings performed on August 2, 2021, to the maximum depth explored of approximately 16½ feet.

It should be noted that fluctuations in the level of groundwater may occur due to variations in precipitation, temperature, and other factors. Depth to groundwater can also vary significantly due to localized pumping, irrigation practices, and seasonal fluctuations. Therefore, it is possible that groundwater may be higher or lower than the levels observed during our investigation.

5.0 GEOLOGIC HAZARDS

5.1 Mapped Geologic Hazard Zones
The site is not located in any currently established official geologic hazard zones (e.g., liquefaction, active faulting, landslides) established by CGS.

5.2 Faulting / Ground Rupture
Based on our research, analyses, and observations, the site is not located on any known “active” earthquake fault trace. In addition, the site is not located within an Alquist-Priolo Earthquake Fault Zone. Therefore, we consider the potential for ground rupture due to onsite active faulting to be low.

To determine the distance of known active faults within 30 miles of the site, we used the 2013 Caltrans Fault Database KML overlay file for Google Earth. Principal references used within the 2013 Caltrans Fault Database are the Fault Activity Map of California (Jennings and Bryant 2010), the Working Group on California Earthquake Predictions (WGCEP), and the Uniform California Earthquake Rupture Forecast Version 3. Results are summarized in Table 5.2.

Geocon Project No. S2206-05-01 - 4 - September 24, 2021 TABLE 5.2

REGIONAL FAULT SUMMARY
Fault Name Approximate Distance
from Site (miles)
Maximum Earthquake
Magnitude, Mw
Great Valley 3A – Dunnigan Hills 20.5 6.4
Dunnigan Hills 21.2 6.4
Foothills Fault System – Deadman 26.5 6.2
Foothills Fault System – Dewitt 27.8 6.3
Foothills Fault System – Spenceville 27.9 6.5

5.3 Historical Earthquakes and Ground Shaking
The Sacramento region of Northern California has a history of relatively low seismicity in comparison to more active seismic regions such as the Bay Area or Southern California. The two most commonly referenced earthquakes that resulted in some reported building damage in Downtown Sacramento are the Winters and Vacaville events in 1892. There are no reported occurrences of seismic-related ground failure in the Sacramento region due to earthquakes.

We used the United States Geological Survey (USGS) Unified Hazard Tool (https://earthquake.usgs.gov/hazards/interactive/) to determine the deaggregated seismic source parameters, including controlling magnitude and fault distance. The USGS estimated mean magnitude is 6.5 and the estimated Peak Ground Acceleration (PGA) for the Maximum Considered Earthquake (MCE) with a 2,475-year return period is 0.33g.

5.4 Liquefaction
Liquefaction is a phenomenon in which saturated cohesionless soils are subject to a temporary loss of shear strength due to pore pressure buildup under the cyclic shear stresses associated with earthquakes.

Primary factors that trigger liquefaction are: strong ground shaking (seismic source), relatively clean, loose granular soils (primarily poorly graded sands and silty sands), and saturated soil conditions.

The site is not located in a currently established State of California Seismic Hazard Zone for liquefaction. Based on the subsurface conditions encountered at the site, including predominantly cohesive soils sand, and the anticipated seismic and groundwater conditions, liquefaction potential is expected to be low during seismic events.

5.5 Expansive Soil
Laboratory Expansion Index test results (Appendix B) indicate that near-surface clay soils have a high expansion potential when subjected to moisture variations. Mitigation recommendations with respect to expansive soil conditions are provided in this report.

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5.6 Soil Corrosion Potential
We performed pH, resistivity, chloride, and sulfate tests on a representative near-surface sample to generally evaluate the corrosion potential of the soil with respect to proposed subsurface structures.

These tests were performed in accordance with California Test Method (CTM) Nos. 643, 422, and 417.

The results are presented in Table 5.6A and should be considered for design of underground structures.

TABLE 5.6A

SOIL CORROSION PARAMETER TEST RESULTS
(CALIFORNIA TEST METHODS 643, 417, AND 422)
Sample ID Sample
Depth (ft.) pH
Minimum
Resistivity
(ohm-cm)
Chloride
(ppm)
Sulfate
(ppm)
B1, B3, B5
Bulk 1-5 7.0 960 14.2 57.8
Soil with a low pH (higher acidity) is considered corrosive as it can react with lime in cement to leach out soluble reaction products and result in a more porous and weaker concrete. Per Caltrans Corrosion Guidelines (Caltrans 2018), soil with a pH of 5.5 or lower may be corrosive to concrete or steel in contact with the ground.

Soil resistivity is the measure of the soil’s ability to transmit electric current. Corrosion of buried ferrous metal is proportional to the resistivity of the soil. A lower resistivity indicates a higher propensity for transmitting electric currents that can cause corrosion of buried ferrous metal items. In general, the higher the resistivity, the lower the rate for corrosion. Per Caltrans Corrosion Guidelines (Caltrans 2018), resistivity serves as an indicator parameter for the possible presence of soluble salts and it is not included as a parameter to define a corrosive area for structures. A minimum resistivity value for soil less than 1,100 ohm-cm may indicate the presence of high quantities of soluble salts and a higher propensity for corrosion.

Based on the laboratory minimum resistivity test results and Caltrans criteria, soil at the locations tested has a higher propensity for corrosion.

Table 5.6B presents a summary of concrete requirements set forth by the California Building Code (CBC) Section 1904 and American Concrete Institute (ACI) 318 for possible chloride exposure. Chlorides can break down the protective oxide layer on steel surfaces resulting in corrosion. Sources of chloride include, but are not limited to, deicing chemicals, salt, brackish water, seawater, or spray from these sources.

Geocon Project No. S2206-05-01 - 6 - September 24, 2021 TABLE 5.6B

REQUIREMENTS FOR CONCRETE EXPOSED TO

CHLORIDE-CONTAINING SOLUTIONS
(AFTER ACI 318 TABLES 19.3.1.1 and 19.3.2.1)
Chloride
Severity
Exposure
Class Condition
Maximum Water
to Cement Ratio
by Weight
Minimum
Compressive
Strength (psi)
Not
Applicable C0 Concrete dry or protected from moisture N/A 2,500 Moderate C1 Concrete exposed to moisture but not to
external sources of chlorides N/A 2,500
Severe C2 Concrete exposed to moisture and an
external source of chlorides 0.40 5,000
The appropriate Chloride Severity/Exposure Class should be determined by the project designer based on the specific conditions at the location of the proposed structure. Further guidance is provided in ACI 318.

Table 5.6C presents a summary of concrete requirements set forth by CBC Section 1904 and ACI 318 for sulfate exposure. Similar to chlorides, sulfates can break down the protective oxide layer on steel leading to corrosion. Sulfates can also react with lime in cement to soften and crack concrete.

TABLE 5.6C

REQUIREMENTS FOR CONCRETE EXPOSED TO

SULFATE-CONTAINING SOLUTIONS
(AFTER ACI 318 TABLES 19.3.1.1 and 19.3.2.1)
Sulfate
Severity
Exposure
Class
Water-Soluble Sulfate
(SO4) Content Cement
Type
(ASTM
C 150)
Maximum
Water to
Cement
Ratio
by Weight1
Minimum
Compressive
Strength (psi)
Percent By
Mass
Parts Per Million
(ppm)
Not
Applicable S0 SO 4 < 0.10 SO 4 < 1,000 No Type
Restriction N/A 2,500
Moderate S1 0.10 < SO4 <

0.20 1,000 < SO4 < 2,000 II 0.50 4,000
Severe S2 0.20 < SO4 <

2.00 2,000 < SO4 <
20,000 V 0.45 4,500
Very
Severe S3 SO 4 > 2.00 SO 4 > 20,000 V+Pozzolan
or Slag 0.45 4,500
Notes:

1. Maximum water to cement ratio limits are different for lightweight concrete, see ACI 318 for details.

Based on the laboratory test results, the Sulfate Severity is classified as “Not Applicable”, and the Exposure Class is S0. The concrete mix design(s) should be developed accordingly. The presence of water-soluble sulfates is not a visually discernible characteristic; therefore, other soil samples from the Geocon Project No. S2206-05-01 - 7 - September 24, 2021 site could yield different concentrations. Additionally, over time landscaping activities (i.e., addition of fertilizers and other soil nutrients) may affect the concentration.

Geocon does not practice in the field of corrosion engineering and the above information is provided as screening criteria only. If corrosion sensitive improvements are planned, we recommend that further evaluations by a corrosion engineer be performed to incorporate the necessary precautions to avoid premature corrosion on buried metal pipes and metal or concrete structures in direct contact with the soils.

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6.0 CONCLUSIONS AND RECOMMENDATIONS

6.1 General

6.1.1 No soil or geologic conditions were encountered during our investigation that would preclude development of the site as planned, provided the recommendations contained in this report are incorporated into the design and construction of the project.

6.1.2 The primary geotechnical constraints identified in our investigation are:

Existing Fill / Soil Stockpile: Existing fill consisting of a soil stockpile blankets the site.

The fill is not suitable for support of additional fill or structural improvements. These materials may contain debris that will need to be screened prior to use as engineered fill.

Expansive Soil: Highly expansive clay soils blanket the site, both in the existing fill/stockpile and the underlying alluvial soil. These soils are prone to volumetric shrinkage and expansion when subjected to moisture variations. These conditions will require a layer of low-expansive material, typically Class 2 aggregate base (AB) below concrete flatwork to reduce the potential for slab distress due to expansive soils. In addition, conventional footings should extend below the zone of seasonal moisture fluctuation, as recommended in this report. Specific recommendations are provided herein.

6.1.3 Conclusions and recommendations provided in this report are based on our review of referenced literature, analysis of data obtained from our exploratory field exploration program, laboratory testing program, and our understanding of the proposed development at this time.

6.1.4 We should review the project plans as they develop further, provide engineering consultation as needed during final design, and perform geotechnical observation and testing services during construction.

6.2 Code-Based Seismic Design Values

6.2.1 Seismic design of the proposed structures should be performed in accordance with the provisions of the 2019 California Building Code (CBC), the seismic provisions of which are based on the American Society of Civil Engineers (ASCE)/Structural Engineering Institute (SEI) publication: ASCE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE/SEI, 2017). We used the Structural Engineers Association of California (SEAOC) and Office of Statewide Health Planning and Development (OSHPD) web application Seismic Design Maps (https://seismicmaps.org/) to evaluate code- based seismic design parameters in accordance with ASCE 7-16.

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6.2.2 For seismic design purposes, sites are classified as Site Class “A” through “F” as follows:

Site Class A – Hard Rock;
Site Class B – Rock;
Site Class C – Very Dense Soil and Soft Rock;
Site Class D – Stiff Soil;
Site Class E – Soft Clay Soil; and
Site Class F – Soils Requiring Site Response Analysis.

6.2.3 Based on the subsurface conditions at the site, the Site Classification is Site Class “D” per Table 20.3-1 of ASCE/SEI 7-16. For the purposes of evaluating code-based seismic parameters for design, we assumed the building will have a seismic Risk Category II or III (per the CBC) for the project. Results are summarized in Table 6.2.3.

TABLE 6.2.3
ASCE 7-16 (CODE-BASED) SEISMIC DESIGN PARAMETERS
SITE CLASS “D” – STIFF SOIL
Parameter Value ASCE 7-16 Reference
MCER Ground Motion Spectral Response
Acceleration – Class B (short), SS

0.554g Figure 22-1
MCER Ground Motion Spectral Response
Acceleration – Class B (1 sec), S1

0.25g Figure 22-2
Site Coefficient, FA 1.355 Table 11.4-1
Site Coefficient, FV 2.1* Table 11.4-2
Site Class Modified MCER Spectral Response
Acceleration (short), SMS

0.752g Eq. 11.4-1
Site Class Modified MCER Spectral Response
Acceleration (1 sec), SM1

0.525g* Eq. 11.4-2
5% Damped Design
Spectral Response Acceleration (short), SDS

0.501g Eq. 11.4-3
5% Damped Design
Spectral Response Acceleration (1 sec), SD1

0.35g* Eq. 11.4-4
*Per Section 11.4.8 of ASCE/SEI 7-16, a site-specific gr ound motion hazard analysis (GMHA) shall be performed for projects on Site Class “D” sites with long-period spectral acceleration (S 1) greater than 0.2g, which is true for this site. However, Section 11.4.8 also provides exceptions which indicate that the ground motion hazard analysis may be waived, provided the exceptions are followed. Using the code-based values presented in the table above in lieu of a performing a ground motion hazard analysis requires that the exceptions outlined in ASCE 7-16 Section 11.4.8 be followed.

6.2.4 Table 6.2.4 presents the mapped maximum considered geometric mean (MCE G) seismic design parameters for projects located in Seismic Design Categories of D through F, in accordance with ASCE 7-16.

Geocon Project No. S2206-05-01 - 10 - September 24, 2021 TABLE 6.2.4
ASCE 7-16 PEAK GROUND ACCELERATION PARAMETERS
Parameter Value ASCE 7-16 Reference
Mapped MCEG Peak Ground Acceleration, PGA 0.233g Figure 22-7 Site Coefficient, FPGA 1.367 Table 11.8-1
Site Class Modified MCEG Peak Ground
Acceleration, PGAM

0.318g Section 11.8.3 (Eq. 11.8-1)

6.2.5 Conformance to the criteria presented in Tables 6.2.3 and 6.2.4 for seismic design does not constitute any kind of guarantee or assurance that significant structural damage or ground failure will not occur if a maximum level earthquake occurs. The primary goal of seismic design is to protect life and not to avoid structural damage, as such design may be economically prohibitive.

6.3 Soil and Excavation Characteristics

6.3.1 Grading and excavations at the site may be accomplished with standard effort using heavy- duty grading/excavation equipment. We do not anticipate project excavations to generate oversized rock material (greater than 6 inches in dimension) or boulders.

6.3.2 Temporary excavations deeper than 4 feet and intended for worker entry must meet Cal/OSHA requirements, as appropriate. Excavation shoring, sloping, benching, the use of trench shields, and the placement of trench spoils should conform to the latest applicable Cal/OSHA standards. The contractor should have a Cal/OSHA-approved “competent person” onsite during excavation to evaluate trench conditions and to make appropriate recommendations where necessary. It is the contractor’s responsibility to provide sufficient and safe excavation support, as well as to protect nearby utilities, structures, and other improvements that may be damaged by earth movements.

6.3.3 The excavation support recommendations provided by Cal-OSHA are generally geared towards protecting human life and not necessarily towards preventing damage to nearby structures or surface improvements. The contractor should be responsible for using the proper active shoring systems or sloping to prevent damage to any structure or improvements near underground excavations.

6.3.4 Permanent cut and fill slopes should be constructed no steeper than 2H:1V (horizontal to vertical). To mitigate potential erosion, slopes should be vegetated as soon as possible and surface drainage should be directed away from the tops of slopes.

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6.3.5 If grading occurs during or after the wet season (typically winter and spring), or in periods of precipitation, in-place and excavated soils will likely be wet. Earthwork contractors should be aware of moisture sensitivity of clayey and fine-grained soils and potential compaction/workability difficulties.

6.3.6 Earthwork operations in these conditions will likely be difficult with low productivity. Often, a period of at least one month of warm and dry weather is necessary to allow the site to dry sufficiently so that heavy grading equipment can operate effectively. Conversely, during dry summer and fall months, dry clay soils may require additional grading effort (discing, mixing, or other means) to attain proper moisture conditioning.

6.3.7 Due to the expansive nature of near-surface clays, finish graded areas that are left undeveloped during dry periods may develop desiccation cracks. Desiccation cracking reduces soil unit density and may lead to differential settlement, or heaving, upon wetting.

To reduce the potential for this condition, finish graded areas will require periodic watering to maintain moist soil conditions prior to constructing foundations, slabs on grade, and pavements. Constructing improvements over desiccated subgrade soils should be avoided.

6.3.8 Special procedures may be required to stabilize soil beneath proposed surface improvements such as concrete flatwork. These procedures may include pre-saturation of subgrade soil, extra reinforcement and control joints in concrete and/or placement of a layer of low- expansive soil or AB at subgrade. Specific recommendations are provided in this report.

6.3.9 Based on laboratory testing, in-situ moisture content of site soils ranges from about 19% to 33%, which is significantly higher than optimum moisture content for this type of material.

Due to the fine-grained nature of site soils and measured in-situ moisture contents well above optimum, additional drying effort to attain moisture contents suitable for compaction should be anticipated regardless of the time of year. Mitigation alternatives may include aerating/drying the exposed soils (assuming favorable weather conditions), over excavating 12 to 18 inches and placing geotextile fabric/geogrid covered with aggregate, or chemical treatment (e.g. lime treatment). We can provide specific recommendations during construction based on conditions encountered.

6.4 Materials for Fill

6.4.1 Excavated soils generated from cut operations at the site are suitable for use as fill in structural areas provided they do not contain deleterious matter, organic material, or cementations larger than 6 inches in maximum dimension. Due to high in-situ moisture content, native soils reused as engineered fill will likely require aerating/drying to attain suitable moisture content for compaction, regardless of the time of year.

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6.4.2 Import and low-expansive material (LEF) material should be primarily granular with a “low” expansion potential (Expansion Index less than 50), a Plasticity Index less than 15, be free of organic material and construction debris, not contain rock larger than 6 inches in greatest dimension, and contain sufficient fines to act as a binder to reduce caving potential when excavated. Class 2 AB is suitable for use as LEF.

6.4.3 Environmental characteristics and corrosion potential of import soil materials should also be considered. Proposed import materials should be sampled, tested, and approved by Geocon prior to its transportation to the site.

6.5 Grading

6.5.1 All earthwork operations should be observed and all fills tested for recommended compaction and moisture content by a representative of Geocon.

6.5.2 All references to relative compaction and optimum moisture content in this report are based on the latest ASTM D1557 Test Procedure. Structural areas should be considered the areas extending a minimum of 5 feet beyond the outside dimensions of structures, including footings or overhangs carrying structural loads.

6.5.3 Prior to commencing grading, a pre-construction conference with representatives of the client, grading contractor and Geocon should be held at the site. Site preparation, soil handling and/or the grading plans should be discussed at the pre-construction conference.

6.5.4 Site preparation should begin with removal of existing fill / soil stockpile, surface vegetation, and debris located within proposed improvement areas. Surface vegetation consisting of annual grasses and other similar vegetation should be removed by stripping to a depth of approximately 2 to 3 inches. Material generated during stripping is not suitable for use as engineered fill but may be placed in landscaped or non-structural areas or exported from the site. Excavations or depressions resulting from vegetation removal or other existing excavations or depressions should be restored with engineered fill in accordance with the recommendations of this report.

6.5.5 Existing undocumented fill within proposed improvement areas (concrete flatwork, tennis courts, etc.) should be completely removed to expose undisturbed native soil. We anticipate that fill removal depths will range from approximately 1½ to 10 feet.

6.5.6 Over excavation bottoms, cut areas, areas to receive fill, or areas left at-grade should be scarified at least 12 inches, uniformly moisture-conditioned at least 3% over optimum moisture content and compacted to at least 87%, but not to exceed 92% relative compaction.

Scarification and recompaction operations should be performed in the presence of our Geocon Project No. S2206-05-01 - 13 - September 24, 2021 representative to evaluate the performance of the subgrade under compaction equipment loading in order to identify any loose soil conditions that could require additional excavation.

6.5.7 Engineered fill should be compacted in horizontal lifts not exceeding 8 inches (loose thickness) and brought to final design elevations. Each lift should be moisture-conditioned at least 3% above optimum moisture content and compacted to at least 87%, but not to exceed 92% relative compaction.

6.5.8 The top 12 inches of final vehicular pavement and flatwork subgrade, whether completed at- grade, by excavation, or by filling, should be uniformly moisture-conditioned at least 3% above optimum moisture content and compacted to at least 87%, but not to exceed 92% relative compaction. Final pavement subgrade should be finished to a smooth, unyielding surface. We further recommend proof-rolling the subgrade with a loaded water truck (or similar equipment with high contact pressure) to verify the stability of the subgrade prior to placing AB. . Due the highly expansive nature of the soil at the site, we recommend placing a 12-inch minimum layer of LEF/Class 2 AB below concrete flatwork areas and thickening the edges in concrete flatwork that will be adjacent to landscaped areas.

6.5.9 Underground utility trenches within structural areas should be backfilled with properly compacted material. Pipe bedding, shading, and trench backfill should conform to the requirements of the appropriate utility authority , as applicable. Material excavated from trenches should be adequate for use as general backfill above shading, provided it does not contain deleterious matter, vegetation or cementations larger than 6 inches in maximum dimension. Trench backfill should be placed in loose lifts not exceeding 8 inches. Lifts should be compacted to a minimum of 90% relative compaction near optimum moisture content by mechanical means; jetting of trench backfill should not be allowed.

6.6 Drilled Piers – Shade Structures/Sound Walls

6.6.1 The proposed shade structures and masonry sound walls may be supported on CIDH concrete piers. CIDH concrete friction piers should have a minimum diameter of 12 inches, a minimum embedment depth of 8 feet, and be designed using an allowable unit skin friction of 300 pounds per square foot (psf) to resist vertical downward loads. An allowable unit skin friction of 200 psf plus the weight of the pier may be used to resist uplift loads. Due to the presence of highly expansive soil across the site, skin friction in the upper 2 feet of the pier should be neglected in determining the downward and upward pier capacities. The allowable downward capacity and allowable uplift capacity may be increased by one-third when considering transient wind or seismic loads. Piers should have a minimum center-to-center spacing of at least three pier diameters.

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6.6.2 Allowable passive pressure used to resist lateral movement of the piers may be assumed to be equal to a fluid weighing 250 pounds per cubic foot (pcf) with a maximum earth pressure of 2,500 psf. The allowable passive pressure may be applied over two pier diameters for isolated piers with a minimum center-to-center spacing of at least three pier diameters. The allowable passive pressure assumes a horizontal surface extending at least 5 feet or three times the surface generating the passive pressure, whichever is greater. The upper 2 feet should not be included in the design for lateral resistance.

6.6.3 The bottom of pier excavations should be cleaned of loose cuttings prior to the placement of steel and concrete. Experience indicates that backspinning the auger does not remove loose material, and a flat cleanout plate is necessary.

6.6.4 If seepage or groundwater is encountered during drilling, water should be pumped from the pier excavation prior to placement of concrete.

6.6.5 A Geocon representative should be present during pier drilling to confirm that subsurface conditions encountered are consistent with those expected. If unexpected conditions are encountered, foundation modifications may be required.

6.6.6 The maximum expected settlement for structures supported on CIDH friction piles deriving support in competent alluvial soils is estimated to be less than one inch. Settlement of the foundation system is expected to occur on initial application of loading. Differential settlement is not expected to exceed ½ inch between adjacent foundations.

6.7 Soundwall “Trench” Footings

6.7.1 Alternatively, the proposed masonry sound walls may be supported on continuous “trench” footings. Trench footing should be at least 18 inches wide and should extend below any existing undocumented fill and be embedded at least 36 inches into undisturbed, native soil. Footings may be designed using an allowable bearing capacity of 2,000 psf for dead plus live load conditions with a one-third increase for short-term transient loading such as wind and seismic.

6.7.2 Allowable passive pressure used to resist lateral movement of the footings may be assumed to be equal to a fluid weighing 300 pcf. The upper 2 feet of footing embedment should not be included in the design for lateral resistance. The coefficient of friction to resist sliding is 0.30 for concrete against soil. Combined passive resistance and friction may be utilized for design provided that the frictional resistance is reduced by 50%.

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6.7.3 Continuous footings should be reinforced with at least four No. 5 reinforcement bars, two each placed near the top and bottom of the footing to reduce the effects of expansive clay soils and to allow footings to span isolated soil irregularities.

6.7.4 Underground utilities running parallel to footings should not be constructed in the zone of influence of footings. The zone of influence may be taken to be the area with 18 inches laterally of the footing, beneath the footing, and within a 1:1 plane extending out and down from the bottom of the footing.

6.8 Concrete Sidewalks and Flatwork

6.8.1 Sidewalk, curb, and gutter within City right-of-way should be designed and constructed in accordance with the latest City of Sacramento standards and details as applicable. The City of Sacramento requires at least 12 inches of compacted Class 2 AB below all concrete curb, gutter, and sidewalks for sites with expansive soil and a Resistance-Value (R-Value) less than 10, which is true for this site.

6.8.2 Due to the presence of expansive near-surface soils, exterior concrete sidewalks and flatwork will likely experience seasonal movement. Therefore, some cracking and/or vertical offset should be anticipated. We are providing the following recommendations to reduce distress to concrete flatwork. Recommendations include moisture conditioning subgrade soils, using LEF underlayment, providing deepened cut-off curbs adjacent to landscaped areas, and providing adequate construction and control joints. It should be noted that even with implementation of these measures, minor slab movement or cracking could still occur.

Concrete flatwork, excluding concrete pavements subject to wheel loads, should be at least 4 inches thick and underlain by at least 12 inches of LEF. LEF may consist of Class 2 AB or soil meeting the requirements of Paragraph 6.4.2 of this report. LEF should be compacted should be compacted in accordance with the recommendations of this report.

The upper 12 inches of subgrade soil in exterior flatwork areas should be uniformly moisture-conditioned at least 3% above optimum and compacted to at least 87%, but not to exceed 92% relative compaction prior to placing LEF.

Adequate construction and crack control joints following American Concrete Institute (ACI) or Portland Cement Association (PCA) recommendations should be used to control cracking inherent in concrete construction. Construction joints that abut building foundations should include a felt strip, or approved equivalent, that extends the full depth of the exterior slab. Exterior slabs should be structurally independent of building foundations except at doorways where vertical offset could affect doorway operation. At these locations, exterior slabs should be doweled.

To reduce the potential for concrete cracking, exterior concrete flatwork could be reinforced with No. 3 reinforcing bars spaced 18 inches center to center, each way.

Geocon Project No. S2206-05-01 - 16 - September 24, 2021 To reduce the potential for water from landscaped areas migrating under flatwork into the LEF underlayment, consideration should be given to using full-depth curbs in areas where flatwork abuts irrigated landscaping. The full-depth curbs should be at least 4 inches wide and extend at least 4 inches or more into the soil subgrade beneath the LEF.

6.9 Rigid Concrete Pavement

6.9.1 PCC pavements subject to vehicular use should be at least 6 inches thick and underlain by at least
12 inches of Class 2 AB meeting the requirements of Section 26 of Caltrans’ Standard Specifications and compacted to at least 95% relative compaction. Subgrade soils should be prepared and compacted in accordance with the recommendations of this report.

6.9.2 PCC should have a minimum 28-day compressive strength of 3,500 pounds per square inch (psi). Adequate construction and crack control joints should be used to control cracking inherent in concrete construction. It would be advantageous to provide minimal reinforcement, such as No. 3 steel bars placed 18 inches on center in both horizontal directions to help control cracking.

6.9.3 In general, we recommend that concrete pavements be designed, constructed, and maintained in accordance with industry standards such as those provided by the American Concrete Pavement Association.

6.10 Site Drainage and Moisture Protection

6.10.1 Adequate site drainage is critical to reduce the potential for differential soil movement, soil expansion, erosion and subsurface seepage. Under no circumstances should water be allowed to pond adjacent to foundations. The site should be graded and maintained such that surface drainage is directed away from structures in accordance with the 2019 CBC or other applicable standards. In addition, surface drainage should be directed away from the top of slopes into swales or other controlled drainage devices.

6.10.2 Underground utilities should be leak free. Utility and irrigation lines should be checked periodically for leaks, and detected leaks should be repaired promptly. Detrimental soil movement could occur if water is allowed to infiltrate the soil for prolonged periods of time.

6.10.3 Landscaping planters adjacent to paved areas are not recommended due to the potential for surface or irrigation water to infiltrate the pavement’s subgrade and base course. We recommend use of area drains to collect excess irrigation water and transmit it to drainage structures or impervious above-grade planter boxes. In addition, where landscaping is planned adjacent to the pavement or flatwork, we recommend construction of a cutoff wall (deepened curb) along the edge of the pavement/flatwork that extends at least 4 inches into the soil subgrade below the bottom of the base material.

Geocon Project No. S2206-05-01 - 17 - September 24, 2021

6.10.4 The soil conditions at the site (expansive, low-permeability clays) are not conducive to water infiltration devices such as vegetated swales. However, Low Impact Development (LID) devices can be installed to reduce velocity and the amount of water entering the storm drain system. The LID devices should be properly constructed to prevent water infiltration into the surrounding soil. If water infiltrates the expansive soils, distress may be caused to adjacent pavements, flatwork, or structures. Vegetated swales and basin areas (if used) should be lined with an impermeable liner (e.g. high-density polyethylene [HDPE] with a thickness of about 12 mil or equivalent polyvinyl chloride liner) to reduce infiltration.

6.10.5 Since near-surface soils at the site are expansive, we recommend implementing measures to reduce infiltrating irrigation water near flatwork or pavements. Such measures may include:

Selecting drought-tolerant plants that require little or no irrigation, especially within 3 feet of pavements.

Using drip irrigation or low-output sprinklers.

Using automatic timers for irrigation systems.

Using appropriately spaced area drains.

The project landscape architect should consider incorporating these measures into the landscaping plans.

6.10.6 Experience has shown that even with these provisions, subsurface seepage may develop in areas where no such water conditions existed prior to site development. This is particularly true where a substantial increase in surface water infiltration has resulted from an increase in landscape irrigation.

Geocon Project No. S2206-05-01 - 18 - September 24, 2021

7.0 FURTHER GEOTECHNICAL SERVICES

7.1 Plan and Specification Review

7.1.1 We should review the foundation and grading plans prior to final design submittal to assess whether our recommendations have been properly incorporated and evaluate if additional analysis and/or recommendations are required.

7.2 Testing and Observation Services

7.2.1 The recommendations provided in this report are based on the assumption that we will continue as Geotechnical Engineer of Record throughout the construction phase. It is important to maintain continuity of geotechnical interpretation and confirm that field conditions encountered during construction are similar to those anticipated during design.

Testing and observation services by the Geotechnical Engineer of Record are necessary to verify that construction has been performed in accordance with this report, approved plans, and specifications. If we are not retained for these services, we cannot assume any responsibility for other’s interpretation of our recommendations or the future performance of the project.

Geocon Project No. S2206-05-01 - 19 - September 24, 2021

8.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS
The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that anticipated herein, we should be notified so that supplemental recommendations can be given.

This report is issued with the understanding that it is the responsibility of the owner or their representative to ensure that the information and recommendations contained herein are brought to the attention of the design team for the project and incorporated into the plans and specifications and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field.

The recommendations contained in this report are preliminary until verified during construction by representatives of our firm. Changes in the conditions of a property can occur with the passage of time, whether they are due to natural processes or the works of man on this or adjacent properties.

Additionally, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated partially or wholly by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years.

Our professional services were performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices used in the site area at this time. No warranty is provided, express or implied.

Geocon Project No. S2206-05-01 - 20 - September 24, 2021

9.0 REFERENCES

1. American Concrete Institute, ACI 318-14, Building Code Requirements for Structural Concrete and Commentary, 2014.

2. American Society of Civil Engineers / Structural Engineering Institute, ASCE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, 2017.

3. American Concrete Institute, ACI 318-05, Building Code Requirements for Structural Concrete and Commentary, 2005.

4. CGS, 2011, Preliminary Geologic Map of the Sacramento 30’ x 60’ Quadrangle, California , Gutierrez, C.I. (compiler), scale 1:100,000.

5. California Building Standards Commission, 2019 California Building Code.

6. California Department of Transportation, Highway Design Manual, July 2009.

7. California Department of Water Resources, water data library (http://www.water.ca.gov/waterdatalibrary/).

8. California Geological Survey, Carlos I. Gutierrez (compiler), Preliminary Geologic Map of the Sacramento 30’ x 60’ Quadrangle, California, 2011.

9. City of Sacramento, Master Plan for Fong Ranch Park, April 1, 2021.

10. Department of Water Resources, Groundwater Information Center Interactive Map Application (https://sgma.water.ca.gov/webgis/?appid=SGMADataViewer#gwlevels), accessed September 5, 2021.

11. Jennings, C.W. (compiler), Fault Activity Map of California and Adjacent Areas , California Division of Mines and Geology, 1994.

12. International Code Council, 2019 California Building Code.

13. United States Geological Survey, U.S. Seismic Design Maps, Online Application, http://earthquake.usgs.gov/designmaps/us/application.php., accessed September 5, 2021.

1. United States Geological Survey, Unified Hazard Tool, https://earthquake.usgs.gov/hazards/interactive/, accessed September 5, 2021.

2. United States Geological Survey, U.S. Seismic Design Maps, Online Application, http://earthquake.usgs.gov/designmaps/us/application.php., accessed September 5, 2021.

3. Unpublished reports, aerial photographs, and maps on file with Geocon.

APPENDIX A

FIELD EXPLORATION
Our geotechnical field exploration program was performed on August 2, 2021, and consisted of drilling five exploratory borings (B1 through B5). The approximate locations of the borings are shown on the Site Plan, Figure 2.

Exploratory borings were performed using a truck-mounted drill rig equipped with 4-inch outside diameter (OD), solid flight augers. Sampling was accomplished using a 140-pound, automatic hammer with a 30-inch drop. Samples were obtained with a 3.0-inch OD, split-spoon (California Modified) sampler. The number of blows required to drive the samplers the last 12 inches (or portion thereof) of the 18-inch sampling interval were recorded on the boring logs.

Subsurface conditions encountered in the borings were visually examined, classified and logged in general accordance with the American Society for Testing and Materials (ASTM) Practice for Description and Identification of Soils (Visual-Manual Procedure D2488-90). This system uses the Unified Soil Classification System (USCS) for soil designations. The logs depict soil and geologic conditions encountered and depths at which samples were obtained. The logs also include our interpretation of the conditions between sampling intervals. Therefore, the logs contain both observed and interpreted data. We determined the lines designating the interface between soil materials on the logs using visual observations, excavation characteristics and other factors. The transition between materials may be abrupt or gradual. Where applicable, the field logs were revised based on subsequent laboratory testing. A Key to Logs is presented as Figure A1 and logs of Borings B1 through B5 are presented as Figures A2 through A6.
.
5 80
80 80
5 99
160
160
5 Fong Ranch Park
3701 Fong Ranch Road
Sacramento, California
September 2021 Figure 1S2206-05-01
P H O N E 9 1 6 . 8 5 2 . 9 11 8 – FA X 9 1 6 . 8 5 2 . 9 1 3 2 3 1 6 0 G O L D VA L L E Y D R – S U I T E 8 0 0 – R A N C H O C O R D O VA , C A 9 5 7 4 2

APPENDIX A
Figure A1
P H O N E 9 1 6 . 8 5 2 . 9 11 8 – FA X 9 1 6 . 8 5 2 . 9 1 3 2 3 1 6 0 G O L D VA L L E Y D R – S U I T E 8 0 0 – R A N C H O C O R D O VA , C A 9 5 7 4 2

APPENDIX B

LABORATORY TESTING PROGRAM
Laboratory tests were performed in accordance with generally accepted test methods of the American Society for Testing and Materials (ASTM) or other suggested procedures. Selected soil samples were tested for their in-place dry density and moisture content, plasticity characteristics, corrosion potential, expansion potential, moisture-density relationship, and landscape characteristics.

The results of the laboratory tests are presented on the following pages.

TABLE B1

SOIL CORROSION PARAMETER TEST RESULTS
(CALIFORNIA TEST METHODS 643, 417 AND 422
ASTM TEST METHODS D1498M AND 9031M)
Sample No.

Sample
Depth
(feet)
pH
Minimum
Resistivity
(ohm-cm)
Chloride
(ppm)
Sulfate
(ppm)
B1, B3, B5
Bulk 0-5 7.0 960 14.2 57.8
Notes: ppm = parts per million ND = below detection limits of 0.05 Caltrans considers a site corrosive to foundation elements if one or more of the following conditions exist for the representative soil samples at the site:

The pH is equal to or less than 5.5.

The resistivity is equal to or less than 1,000 ohm-cm.

Chloride concentration is equal to or greater than 500 parts per million (ppm).

Sulfate concentration is equal to or greater than 2,000 ppm.

According to the 2019 California Building Code Section 1904.1 which refers to the durability requirements of American Concrete Institute (ACI) 318 (Chapter 4), Type II cement may be used where soluble sulfate levels in soil are below 2,000 ppm.

TABLE B2

EXPANSION INDEX TEST RESULTS
ASTM D4829
Sample
Number
Depth
(feet)
Moisture Content (%) Expansion
Index Classification*Before Test After Test
B1, B3,
B5 Bulk
0-5 14.3 35.7 115 High
*Expansion Potential Classification per ASTM D4829.

TABLE B3

R-VALUE TEST RESULTS
ASTM D2844
Sample Number Sample Depth
(feet)
Average Dry
Density
(pcf)
Average
Moisture
Content (%)
R-Value
B1,B3,B5 Bulk 0-5 93.4 28.2 <5

Fong Ranch Park SWPPP i February 2022

STORMWATER POLLUTION PREVENTION PLAN
For
Fong Ranch Park
RISK LEVEL 2
Legally Responsible Person [LRP):

City of Sacramento, Dept. of Parks and Recreation
915 I Street, 3rd Floor
Sacramento CA. 95814
Legally Responsible Person (LRP)
Christopher Conlin, Assistant City Manager
Approved Signatory and SWPPP Prepared by:

Dennis Day, Landscape Architect
Ph: 916-808-7633, Cell: 916-380-8813
Project Address:
3701 Fong Ranch Rd., Sacramento, CA. 95834
SWPPP Preparation Date
2/24/2022
Estimated Project Dates:

Start of Construction July 1, 2022 Completion of Construction October 31, 2022 Fong Ranch Park SWPPP ii February 2022
Table of Contents
Table of Contents ..................................................................................................................... ii Qualified SWPPP Developer ................................................................................................... 1 Legally Responsible Person ..................................................................................................... 2 Amendment Log....................................................................................................................... 3 Section 1 SWPPP Requirements .......................................................................................... 4

1.1 Introduction .................................................................................................................4

1.2 Permit Registration Documents....................................................................................4

1.3 SWPPP Availability and Implementation.....................................................................5

1.4 SWPPP Amendments ..................................................................................................5

1.5 Retention of Records ...................................................................................................7

1.6 Required Non-Compliance Reporting ..........................................................................7

1.7 Annual Report .............................................................................................................8

1.8 Changes to Permit Coverage........................................................................................8

1.9 Notice of Termination..................................................................................................8 Section 2 Project Information .............................................................................................. 9

2.1 Project and Site Description.........................................................................................9

2.1.1 Site Description .......................................................................................................9

2.1.2 Existing Conditions..................................................................................................9

2.1.3 Existing Drainage ....................................................................................................9

2.1.4 Geology and Groundwater .......................................................................................9

2.1.5 Project Description ................................................................................................ 10

2.1.6 Developed Condition ............................................................................................. 11

2.2 Permits and Governing Documents............................................................................ 11

2.3 Stormwater Run-On from Offsite Areas..................................................................... 11

2.4 Findings of the Construction Site Sediment and Receiving Water Risk Determination 11 2.5 Construction Schedule ............................................................................................... 12

2.6 Potential Construction Activity and Pollutant Sources ............................................... 13

2.7 Identification of Non-Stormwater Discharges ............................................................ 13

2.8 Required Site Map Information.................................................................................. 13 Fong Ranch Park SWPPP iii February 2022
Section 3 Best Management Practices.................................................................................15

3.1 Schedule for BMP Implementation ............................................................................ 15

3.2 Erosion and Sediment Control ................................................................................... 16

3.2.1 Erosion Control...................................................................................................... 17

3.2.2 Sediment Controls ................................................................................................. 20

3.3 Non-Stormwater Controls and Waste and Materials Management .............................. 23

3.3.1 Non-Stormwater Controls ...................................................................................... 25

3.3.2 Materials Management and Waste Management..................................................... 28

3.4 Post construction Stormwater Management Measures................................................ 31 Section 4 BMP Inspection and Maintenance ......................................................................33

4.1 BMP Inspection and Maintenance.............................................................................. 33

4.2 Rain Event Action Plans ............................................................................................ 33 Section 5 Training................................................................................................................34 Section 6 Responsible Parties and Operators .....................................................................35

6.1 Responsible Parties.................................................................................................... 35

6.2 Contractor List........................................................................................................... 36 Section 7 Construction Site Monitoring Program ..............................................................37

7.1 Purpose .................................................................................................................. 37

7.2 Applicability of Permit Requirements .................................................................... 37

7.3. Weather and Rain Event Tracking.......................................................................... 37

7.3.1 Weather Tracking............................................................................................... 37

7.3.2 Rain Gauges....................................................................................................... 37

7.4 Monitoring Locations............................................................................................. 38

7.5 Safety and Monitoring Exemptions........................................................................ 38

7.6 Visual Monitoring.................................................................................................. 39

7.6.1 Routine Observations and Inspections................................................................ 40

7.6.1.1 Routine BMP Inspections...........................................................................40

7.6.1.2 Non-Stormwater Discharge Observations ...................................................40

7.6.2 Rain-Event Triggered Observations and Inspections........................................... 41

7.6.2.1 Visual Observations Prior to a Forecasted Qualifying Rain Event...............41

7.6.2.2 BMP Inspections During an Extended Storm Event....................................41

7.6.2.2 Visual Observations Following a Qualifying Rain Event ............................41

7.6.3 Visual Monitoring Procedures............................................................................ 42 Fong Ranch Park SWPPP iv February 2022

7.6.4 Visual Monitoring Follow-Up and Reporting ..................................................... 42

7.6.5 Visual Monitoring Locations.............................................................................. 42

7.7 Water Quality Sampling and Analysis.................................................................... 44

7.7.1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges..................................................................................................................... 44

7.7.1.1 Sampling Schedule.....................................................................................45

7.7.1.2 Sampling Locations....................................................................................45

7.7.1.3 Monitoring Preparation ..............................................................................47

7.7.1.4 Analytical Constituents ..............................................................................48

7.7.1.5 Sample Collection ......................................................................................48

7.7.1.6 Sample Analysis.........................................................................................48

7.7.1.7 Data Evaluation and Reporting...................................................................51

7.7.2 Sampling and Analysis Plan for pH and Turbidity in Stormwater Runoff Discharges..................................................................................................................... 51

7.7.3 Additional Monitoring Following an NEL Exceedance ...................................... 56

7.7.4 Sampling and Analysis Plan for Non-Stormwater Discharges............................. 56

7.7.5 Sampling and Analysis Plan for Other Pollutants Required by the Regional Water Board 57

7.7.6 Training of Sampling Personnel ......................................................................... 57

7.7.7 Sample Collection and Handling ........................................................................ 58

7.7.7.1 Sample Collection ......................................................................................58

7.7.7.2 Sample Handling........................................................................................59

7.7.7.3 Sample Documentation Procedures ............................................................59

7.8 Active Treatment System Monitoring .................................................................... 60

7.9 Bioassessment Monitoring ..................................................................................... 60

7.10 Watershed Monitoring Option................................................................................ 60

7.11 Quality Assurance and Quality Control.................................................................. 60

7.11.1 Field Logs...................................................................................................... 61

7.11.2 Clean Sampling Techniques ........................................................................... 61

7.11.3 Chain of Custody ........................................................................................... 61

7.11.4 QA/QC Samples............................................................................................. 61

7.11.4.2 Equipment Blanks......................................................................................62

7.11.4.3 Field Blanks...............................................................................................62 Fong Ranch Park SWPPP v February 2022

7.11.4.4 Travel Blanks ............................................................................................62

7.11.5 Data Verification............................................................................................ 62

7.12 Records Retention.................................................................................................. 63 CSMP Attachment 1: Weather Reports ..............................................................................64 CSMP Attachment 2: Monitoring Records .........................................................................65 CSMP Attachment 3: Example Forms ................................................................................66 CSMP Attachment 4: Field Meter Instructions ..................................................................73 Section 8 References ............................................................................................................75 Appendix A: Calculations ..................................................................................................76 Appendix B: Site Maps.......................................................................................................77 Appendix C: Permit Registration Documents.....................................................................78 Appendix D: SWPPP Amendment Certifications ...............................................................79 Appendix E: Submitted Changes to PRDs..........................................................................81 Appendix F: Construction Schedule ..................................................................................82 Appendix G: Construction Activities, Materials Used, and Associated Pollutants .............83 Appendix H: CASQA Stormwater BMP Handbook Portal: Construction Fact Sheets ......86 Appendix I: BMP Inspection Form ......................................................................................87 Appendix J: Pre-Storm Event Inspection ..............................................................................93 Pre-Storm Event Inspection .......................................... 105 Error! Bookmark not defined.

Date ...........................................................................................................................................

WDID Number: .....................................................................................................................

Date Rain Predicted to Occur:..........................................................................................

Predicted % chance of rain:............................................ 105 Error! Bookmark not defined.

Appendix K: Training Reporting Form ..............................................................................97 Appendix L: Responsible Parties .......................................................................................98 Appendix M: Contractors and Subcontractors.................................................................. 100 Appendix N: Construction General Permit ...................................................................... 101 Fong Ranch Park SWPPP 1 February 2022
Qualified SWPPP Developer
Approval and Certification of the Stormwater Pollution Prevention Plan Project Name: Fong Ranch Park
Project Number/ID L19146500
“This Stormwater Pollution Prevention Plan and Attachments were prepared under my direction to meet the requirements of the California Construction General Permit (SWRCB Orders No. 2009-009- DWQ as amended by Order 2010-0014-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below.”
2-24-2022
QSD Signature
Dennis Day
Date
26283
QSD Name
Landscape Architect, 4386
City of Sacramento
QSD Certificate Number
916-808-7633
916-380-8813
Title and Affiliation
[email protected]
Telephone Number
Email
Fong Ranch Park SWPPP 2 February 2022
Legally Responsible Person
Approval and Certification of the Stormwater Pollution Prevention Plan Project Name: Fong Ranch Park
Project Number/ID L19146500
“I certify under penalty of law that this document and all Attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
Christopher Conlin
Director, Dept. Parks and Recreation
Legally Responsible Person
2-24-2022
Signature of Legally Responsible Person or Approved
Signatory
Date
Dennis Day 916-380-8813
Name of Legally Responsible Person or Approved
Signatory
Telephone Number
Fong Ranch Park SWPPP 3 February 2022
Amendment Log
Project Name: Fong Ranch Park
Project Number L19146500
All SWPPP Amendments shall be noted below. The QSD shall approve and sign each Amendment.

Amendment
No. Date Brief Description of Amendment, include
section and page number
Prepared and Approved
By
Name:

QSD#
Name:

QSD#
2-24-2022
QSD’s Signature Date
Dennis Day, Associate Landscape Architect 916-380-8813
QSD’s Name and Title QSD’s Telephone Number
Fong Ranch Park SWPPP 4 February 2022
Section 1 SWPPP Requirements

1.1 INTRODUCTION
Fong Ranch Park project comprises approximately 3.59 acres and is located in Sacramento at 3701 Fong Ranch Rd., California. The property is owned by City of Sacramento, Department of Youth, Parks & Community Enrichment and is being developed by the City of Sacramento hired contractor. The projects location is shown on the Site Map in Appendix B.

This Stormwater Pollution Prevention Plan (SWPPP) is designed to comply with California’s General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (General Permit) Order No. 2009-0009-DWQ as amended by Order No. 2010-0014-DWQ (NPDES No. CAS000002) issued by the State Water Resources Control Board (State Water Board). This SWPPP has been prepared following the SWPPP Template provided on the California Stormwater Quality Association StormwaterBest Management Practice Handbook Portal: Construction (CASQA, 2010). In accordance with the General Permit, Section XIV, this SWPPP is designed to address the following:

Pollutants and their sources, including sources of sediment associated with construction, construction site erosion and other activities associated with construction activity are controlled;
Where not otherwise required to be under a Regional Water Quality Control Board (Regional Water Board) permit, all non-stormwater discharges are identified and either eliminated, controlled, or treated;
Site BMPs are effective and result in the reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges from construction activity to the Best Available Technology/Best Control Technology (BAT/BCT) standard;
Calculations and design details as well as BMP controls are complete and correct, Appendix A.

The City of Sacramento will prepare the REAP document and advise the City hired contractor how to implement the REAP.

1.2 PERMIT REGISTRATION DOCUMENTS
Required Permit Registration Documents (PRDs) shall be submitted to the State Water Board via the Stormwater Multi Application and Report Tracking System (SMARTS) by the Legally Responsible Person (LRP), or authorized personnel (i.e., Approved Signatory) under the direction of the LRP. The project-specific PRDs include:

1. Notice of Intent (NOI);

2. Risk Assessment (Construction Site Sediment and Receiving Water Risk Determination);

3. Site Map;

4. Annual Fee;

5. Signed Certification Statement (LRP Certification is provided electronically with SMARTS PRD submittal); and
Fong Ranch Park SWPPP 5 February 2022

6. SWPPP.

Site Maps can be found in Appendix B. A copy of the submitted PRDs shall also be kept in Appendix C along with the Waste Discharge Identification (WDID) confirmation.

1.3 SWPPP AVAILABILITY AND IMPLEMENTATION
The discharger shall make the SWPPP available at the construction site during working hours (see Section 7.5 of CSMP for working hours) while construction is occurring and shall be made available upon request by a State or Municipal inspector. When the original SWPPP is retained by a crewmember in a construction vehicle and is not currently at the construction site, current copies of the BMPs and map/drawing will be left with the field crew and the original SWPPP shall be made available via a request by radio/telephone. (CGP Section XIV.C) The SWPPP shall be implemented concurrently with the start of ground disturbing activities.

1.4 SWPPP AMENDMENTS
The SWPPP should be revised when:

If there is a General Permit violation.

When there is a reduction or increase in total disturbed acreage (General Permit Section II Part C).

BMPs do not meet the objectives of reducing or eliminating pollutants in stormwater discharges.

Additionally, the SWPPP shall be amended when:

There is a change in construction or operations which may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4);
When there is a change in the project duration that changes the project’s risk level; or When deemed necessary by the QSD. The QSD has determined that the changes listed in Table 1.1 can be field determined by the QSP. All other changes shall be made by the QSD as formal amendments to the SWPPP.

The following items shall be included in each amendment:

Who requested the amendment; What led to the amendment? Was there a change in construction or operation? Was a BMP not functioning adequately? Who requested the amendment?
The location of proposed change; Describe location of proposed change (also indicate location on site map). Use landmarks, street names and other reference points to identify location.

The reason for change; What led to the amendment? Was there a change in construction or operation? Was a BMP not functioning adequately? Who requested the amendment? The original BMP proposed, if any; and
The new BMP proposed.

Fong Ranch Park SWPPP 6 February 2022
Corrective Actions – What is the new proposal? What BMP is now proposed? Briefly describe the type and placement of materials. How is the new proposal an improvement over the original proposal?
SWPPP Section – Make specific references to the SWPPP, as appropriate.

Plan – Include plans for design changes.

Date – The Date of each Amendment shall be identified.

Qualified SWPPP Developer Signature – All Amendments shall be signed by the site’s Qualified SWPPP Developer.

Amendment shall be logged at the front of the SWPPP and certification kept in Appendix D.

The SWPPP text shall be revised replaced, and/or hand annotated as necessary to properly convey the amendment. SWPPP amendments must be made by a QSD. The following changes have been designated by the QSD as "to be field determined” and constitute minor changes that the QSP may implement based on field conditions.

Table 1.1 List of Changes to be Field Determined
Candidate changes for field location or
determination by QSP(1)
Check changes that can be field located
or field determined by QSP
Increase quantity of an Erosion or Sediment Control
Measure x
Relocate/Add stockpiles or stored materials x
Relocate or add toilets x
Relocate vehicle storage and/or fueling locations x
Relocate areas for waste storage x
Relocate water storage and/or water transfer location x Changes to access points (entrance/exits) x
Minor changes to schedule or phases
(1) Any field changes not identified for field location or field determination by QSP must be approved by QSD
Fong Ranch Park SWPPP 7 February 2022

1.5 RETENTION OF RECORDS
Paper or electronic records of documents required by this SWPPP shall be retained for a minimum of three years from the date generated or date submitted, whichever is later, for the following items:

Copies of the Permit Registration
Documents for this project
The entire SWPPP document
including amendments and recorded
documents added to the SWPPP.

All Rain Event Action Plans and
Weather Reports.

Photos
Laboratory Results
All violation reports along with
correct actions.

These records shall be available at the Site until construction is complete. Records assisting in the determination of compliance with the General Permit shall be made available within a reasonable time, to the Regional Water Board, State Water Board or U.S. Environmental Protection Agency (EPA) upon request. Requests by the Regional Water Board for retention of records for a period longer than three years shall be adhered to.

1.6 REQUIRED NON-COMPLIANCE REPORTING
If a discharge violation occurs the QSP shall immediately notify the LRP and the LRP shall file a violation report electronically to the Regional Water Board within 30 days of identification of non-compliance using SMARTS. Corrective measures will be implemented immediately following the discharge or written notice of non-compliance from the Regional Water Board.

Discharges and corrective actions will be documented on the NAL/NEL Exceedance Site Evaluation Report Form in CSMP Attachment 3 “Example Forms.” The report to the LRP and to the Regional Water Board will contain the following items:

The date, time, location, nature of operation and type of unauthorized discharge.

The cause or nature of the notice or order.

The control measures (BMPs) deployed before the discharge event, or prior to receiving notice or order.

Fong Ranch Park SWPPP 8 February 2022
The date of deployment and type of control measures (BMPs) deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent re-occurrence.

Include the Regional Water Board requirements if any.

Reporting requirements for Numeric Action Levels (NALs) are discussed in Section 7.7.2.7.

1.7 ANNUAL REPORT
The General Permit requires that permittees prepare, certify, and electronically submit an Annual Report no later than September 1st of each year. Reporting requirements are identified in Section XVI of the General Permit. Annual reports will be filed in SMARTS and in accordance with information required by the on-line forms.

1.8 CHANGES TO PERMIT COVERAGE
The General Permit allows for the reduction or increase of the total acreage covered under the General Permit when: a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.

Modified PRDs shall be filed electronically within 30 days of a reduction or increase in total disturbed area if a change in permit covered acreage is to be sought. The SWPPP shall be modified appropriately, shall be logged at the front of the SWPPP and cetrification of SWPPP amendments are to be kept in Appendix D. Updated PRDs submitted electronically via SMARTS can be found in Appendix E.

1.9 NOTICE OF TERMINATION
A Notice of Termination (NOT) must be submitted electronically by the LRP via SMARTS to terminate coverage under the General Permit. The NOT must include a final Site Map and representative photographs of the project site that demonstrate final stabilization has been achieved. The NOT shall be submitted within 90 days of completion of construction. The Regional Water Board will consider a construction site complete when the conditions of the General Permit, Section II.D have been met.

Fong Ranch Park SWPPP 9 February 2022
Section 2 Project Information

2.1 PROJECT AND SITE DESCRIPTION

2.1.1 Site Description
The Fong Ranch Park project site comprises approximately 3.59-acres and is located at 3701 Fong Ranch Road in Sacramento, California. The project is located at latitude 38.63552 and longitude -121.49429 and is identified on the Site Map in Appendix B.

2.1.2 Existing Conditions
The site is located on the west side of Bridgegate Way just north of the intersection with Fong Ranch Road and south of Interstate 80 in Sacramento. The site is currently undeveloped. A soil stockpile up to approximately 10 feet high generally covers the site. The site has no trees and only native grasses.

2.1.3 Existing Drainage
The project site is located in a suburban area of Sacramento and all the drainage goes into the City of Sacramento storm drain system which is located at 3701 Fong ranch Rd. and storm water is conveyed through a storm drainage system. Storm water discharges, from the site, are not considered direct discharges, as defined by the State Water Board Sacramento River. Existing site storm water conveyance systems are shown on Drainage / Sewer 2011 (See Appendix B).

The project discharges to the storm drainage system and then the storm drainage system discharges storm water into the Natomas East Drainage Canal that not listed for water quality impairment. Then to the Sacramento River which is on the list for water quality impairments and on the most recent 303(d)-list for:

Diazino
Mercury
Unknown toxicity

2.1.4 Geology and Groundwater
Geology
We identified soil and geologic conditions by observing exploratory excavations and reviewing referenced geologic literature (Section 9.0). Soil and geologic conditions at the site generally consist of fill overlying alluvium. Descriptions provided below include the USCS symbol where applicable.

Site and Regional Geology
The site is located within the Great Valley Geomorphic Province of California, more commonly referred to as the Sacramento Valley. The Sacramento Valley is a broad depression bounded by the Sierra Nevada range to the east and the Coast Ranges to the west. The Sacramento Valley has been filled with a thick sequence of sediments derived from weathering of adjacent mountain ranges resulting in a stratigraphic section of Cretaceous, Tertiary, and Quaternary deposits.

Fong Ranch Park SWPPP 10 February 2022
Published geologic mapping depicts the site vicinity underlain by Holocene Alluvium (map symbol Qha), generally consisting of interbedded mixtures of sand, silt, clay, and gravel (CGS, 2011).

Fill
Fill consisting of a soil stockpile blankets the site. The stockpile is likely surplus soil generated during construction of the ParkBridge residential subdivision immediately east of the site. The height of the soil stockpile ranges between 1½ to 2½ feet thick around the perimeter to approximately 10 feet high near the center of the site. We encountered approximately 1½ to 2½ feet of fill in each of our exploratory borings. The fill generally consists of soft, fat clay (CH) with varying amounts of gravel. Complete removal and re-compaction of the fill will be required during site grading. Specific recommendations are provided in this report.

Alluvium
We did not encounter groundwater in our borings performed on August 2, 2021, to the maximum depth explored of approximately 16½ feet.

Groundwater
We did not encounter groundwater in our borings performed on August 2, 2021, to the maximum depth explored of approximately 16½ feet.

Review of the Department of Water Resources Groundwater Information Center Interactive Map Application (https://sgma.water.ca.gov/webgis/?appid=SGMADataViewer#gwlevels) indicates that springtime (2011 to 2020) groundwater depths in the site vicinity range from approximately 20 to 40 feet. It should be noted that fluctuations in the level of groundwater may occur due to variations in precipitation, temperature, and other factors. Depth to groundwater can also vary significantly due to localized pumping, irrigation practices, and seasonal fluctuations. Therefore, it is possible that groundwater may be higher or lower than the levels observed during our investigation.

2.1.5 Project Description
Project grading will occur on approximately 3.59-acres of the project, which comprises approximately 100 percent of the total area of 3.59-acres. The limits of grading are shown on Fong Ranch Park – Grading Plan in Appendix B. Graded materials are expected to be balanced onsite. Construction activities will be phased. Phase one consist of installation of grading, children’s playground, group picnic area with metal shade structure, multi-purpose court, walkways, park benches and picnic tables, open turf area, planter areas large canopy shade trees and automatic irrigation system. Refer to Appendix B.1 for plan.

Fong Ranch Park SWPPP 11 February 2022

2.1.6 Developed Condition
Post construction surface drainage will be directed to storm water conveyance systems and/or sheet flow towards drain inlets and will discharge directly to a City of Sacramento storm drain system.

Post construction drainage patterns and conveyance systems are presented Airfield Park Phase 1 grading plan in Appendix B.

Table 2.1 Construction Site Estimates
Construction site area 3.59 acres
Percent impervious before construction 0 %
Runoff coefficient before construction 0.10-0.30
Percent impervious after construction 0.1 %
Runoff coefficient after construction .50

2.2 PERMITS AND GOVERNING DOCUMENT S
In addition to the General Permit, the following documents have been taken into account while preparing this SWPPP
California Environmental Quality Act (CEQA)
Contract Documents

2.3 STORMWATER RUN-ON FROM OFFSITE AREAS
Currently the existing site is higher in elevation than all the surrounding parcels and roadway.

There is no potential for run-on from offsite areas.

2.4 FINDINGS OF THE CONSTRUCTION SITE SEDIMENT AND

RECEIVING WATER RISK DETERMINATION
A construction site risk assessment has been performed for the project and the resultant risk level is Risk Level 2.

The risk level was determined through the use of the K, LS in the SMARTS data base and manually calculating out the R value. The risk level is based on project duration, location, proximity to impaired receiving waters and soil conditions. A copy of the Risk Level determination submitted on SMARTS with the PRDs is included in Appendix C.

Table 2.2 and Table 2.3 summarize the sediment and receiving water risk factors and document the sources of information used to derive the factors.

Fong Ranch Park SWPPP 12 February 2022
Table 2.2 Summary of Sediment Risk
RUSLE
Factor Value Method for establishing value
R 3.73
Manually calculating this factor with reference to California Water Boards Construction General Permit Risk Assessment R-Factor Calculation Notification.

K SMARTS Data Base
LS SMARTS Data Base
Total Predicted Sediment Loss (tons/acre)
Overall Sediment Risk
Low Sediment Risk < 15 tons/ acre
Medium Sediment Risk >= 15 and < 75 tons/acre
High Sediment Risk >= 75 tons/acre
Low
Medium
High
Runoff from the project site discharges into storm drainage system owned and operated by the City of Sacramento that discharges into Natomas Main Drainage Canal which eventually leads to the Sacramento River.

Table 2.3 Summary of Receiving Water Risk
Receiving Water Name
303(d) Listed for
Sediment Related
Pollutant(1)
TMDL for Sediment
Related Pollutant(1)
Beneficial Uses of
COLD, SPAWN, and
MIGRATORY(1)
Natomas Main Drainage
Canal Yes No Yes No Yes No
Sacramento River Yes No Yes No Yes No
Overall Receiving Water Risk Low
High
(1) If yes is selected for any option the Receiving Water Risk is High Risk Level 2 sites are subject to the narrative effluent limitations specified in the General Permit.

The narrative effluent limitations require stormwater discharges associated with construction activity to minimize or prevent pollutants in stormwater and authorized non-stormwater through the use of controls, structures, and best management practices. This SWPPP has been prepared to address Risk Level 2 requirements (General Permit Attachment C).

2.5 CONSTRUCTION SCHEDULE
The site sediment risk was determined based on construction taking place between July 1, 2022 and October 31, 2022. Modification or extension of the schedule (start and end dates) may affect risk determination and permit requirements. The LRP shall contact the QSD if the schedule changes during construction to address potential impact to the SWPPP. The estimated schedule for planned work can be found in Appendix F.

Fong Ranch Park SWPPP 13 February 2022

2.6 POTENTIAL CONSTRUCTION ACTIVITY AND POLLUTANT SOURCES Appendix G includes a list of construction activities and associated materials that are anticipated to be used onsite. These activities and associated materials will or could potentially contribute pollutants, other than sediment, to stormwater runoff.

The anticipated activities and associated pollutants were used in Section 3 to select the Best Management Practices for the project. Location of anticipated pollutants and associated BMPs are show on the Site Map in Appendix B.

For sampling requirements for non-visible pollutants associated with construction activity please refer to Section 7.7.1. For a full and complete list of onsite pollutants, refer to the Material Safety Data Sheets (MSDS), which are retained onsite at the construction trailer.

2.7 IDENTIFICATION OF NON-STORMWATER DISCHARGES
Non-stormwater discharges consist of discharges which do not originate from precipitation events. The General Permit provides allowances for specified non-stormwater discharges that do not cause erosion or carry other pollutants.

Non-stormwater discharges into storm drainage systems or waterways, which are not authorized under the General Permit and listed in the SWPPP, or authorized under a separate NPDES permit, are prohibited.

Non-stormwater discharges that are authorized from this project site include the following:

None
These authorized non-stormwater discharges will be managed with the stormwater and non- stormwater BMPs described in Section 3 of this SWPPP and will be minimized by the QSP.

Activities at this site that may result in unauthorized non-stormwater discharges include:

Irrigation Runoff
Flush Water Lines
Steps will be taken, including the implementation of appropriate BMPs, to ensure that unauthorized discharges are eliminated, controlled, disposed, or treated on-site.

Discharges of construction materials and wastes, such as fuel or paint, resulting from dumping, spills, or direct contact with rainwater or stormwater runoff, are also prohibited.

2.8 REQUIRED SITE MAP INFORMATION
The construction project’s Site Map(s) showing the project location, surface water boundaries, geographic features, construction site perimeter and general topography and other requirements identified in Attachment B of the General Permit is located in Appendix B. Table 2.6 identifies Map or Sheet Nos. where required elements are illustrated.

Fong Ranch Park SWPPP 14 February 2022
Table 2.6 Required Map Information
Included on
Map/Plan Sheet
No. (1)
Required Element
L1 The project’s surrounding area (vicinity)
L4 Site layout
L4 Construction site boundaries
L3 Drainage areas
L3 Discharge locations
L3 Sampling locations
L2, L3 Areas of soil disturbance (temporary or permanent) L3 Active areas of soil disturbance (cut or fill)
L2 Locations of runoff BMPs
L2 Locations of erosion control BMPs
L2 Locations of sediment control BMPs
L2 Locations of sensitive habitats, watercourses, or other features which are not to be disturbed
L6 Locations of all post construction BMPs
L2 Waste storage areas
L2 Vehicle storage areas
L2 Material storage areas
L2 Entrance and Exits
L2 Fueling Locations
Notes: (1) Indicate maps or drawings that information is included on (e.g., Vicinity Map, Site Map, Drainage Plans, Grading Plans, Progress Maps, etc.)
Fong Ranch Park SWPPP 15 February 2022
Section 3 Best Management Practices

3.1 SCHEDULE FOR BMP IMPLEMENTATION
BMP Implementation Duration
Erosion
Control
EC-1, Scheduling Prior to Construction Entirety of Project EC-2, Preservation of Existing
Vegetation Start of Construction Entirety of Project
EC-3, Hydraulic Mulch
Exposed Soil needs two
days prior to any storm
even
Until soil is
stabilized
EC-4, Hydroseeding
Exposed Soil needs two
days prior to any storm
even
Until soil is
stabilized
EC-8, Wood Mulching
After shrubs, groundcover
and trees have been
installed
Until soil is
stabilized with
plant material
Sediment Control
SE-5, Fiber Rolls Prior to construction
Until soil
stabilization is
complete
SE-6, Gravel Bag Berm Prior to construction
Until soil
stabilization is
complete
SE-7, Street Sweeping and
Vacuuming Start of Construction Entirety of Project
SE-10, Strom Drain Inlet Protection Prior to construction Entirety of Project Tracking Control
TC-1, Stabilized Construction
Entrance Prior to construction
Until soil
stabilization is
complete
TC-2, Stabilized Construction Roadway After Grading
Until soil
stabilization is
complete.

Wind
Erosion
WE-1, Wind Erosion Control Start of Construction Entirety of Project Fong Ranch Park SWPPP 16 February 2022

3.2 EROSION AND SEDIMENT CONTROL
Erosion and Sediment Control Worksheet
General Permit BMP Requirements Applicable
to Project
CGP
Pg #
Associated
CASQA
BMPs
BMP Requirements for Erosion and Sediment Control (Attachment C, D, & E parts D and E) Implement effective wind erosion control. Pg 5 of Att.

C, D & E WE-1
Provide effective soil cover for inactive areas and finished slopes, open space, utility backfill, and completed lots.

Pg 5 of Att.

C, D & E
EC-5
EC-16
Limit the use of plastic materials when more sustainable, environmentally friendly alternatives exist. Where plastic materials are deemed necessary, the QSD shall consider the use of plastic materials resistant to solar degradation.

Pg 5 of Att.

C, D & E WM-3
Establish and maintain effective perimeter controls and stabilize construction entrances and exits to sufficiently control erosion and sediment discharges from the site.

Pg 5 of Att.

C, D & E
SE-1 ,SE-5
SE-7, TC-1
TC-2, TC-
3 WM-3
On sites where sediment basins are to be used, at a
minimum, design sediment basins according to the method provided in Stormwater BMP Handbook Portal:

Construction.

Pg 5 of Att.

C, D & E SE-02
Implement appropriate erosion control BMPs (runoff
control and soil stabilization) in conjunction with sediment control BMPs for areas under active
4 construction.

Pg 5 of Att.

C, D & E
EC-1, EC-
2 EC-5, EC-
9 EC-10,
EC-16
SE-1, SE-4
SE-5,
Apply linear sediment controls along the toe of the slope; face of the slope; and at the grade breaks of exposed slopes to comply with sheet flow lengths in accordance with
General Permit.

RL 2 and 3
only
Pg 5 of Att.

D & E SE-1 ,SE-5
SE-7
Ensure that construction activity traffic to and from the project is limited to entrances and exits that employ
effective controls to prevent offsite tracking of sediment.

RL 2 and 3
only
Pg 6 of Att.

D & E
TC-1
TC-2
TC-3
SE-7
Fong Ranch Park SWPPP 17 February 2022
Erosion and Sediment Control Worksheet
General Permit BMP Requirements Applicable
to Project
CGP
Pg #
Associated
CASQA
BMPs
Ensure that storm drain inlets and perimeter controls,
runoff control BMPs, and pollutant controls at entrances and exits (e.g. tire wash-off locations) are maintained and protected from activities that reduce their effectiveness.

RL 2 and 3
only
Pg 6 of Att.

D & E
All BMPs
Inspect on a daily basis immediate access roads. At a
minimum daily (when necessary) and prior to a rain event.

The LRP shall remove sediment or other construction
activity-related materials that are deposited on the roads (by vacuuming or sweeping).

RL 2 and 3
only
Pg 6 of Att.

D & E
TC-1
TC-2
TC-3
SE-7
The Regional Water Board may require implementation of
additional site-specific sediment control requirements if the implementation of the other requirements in this section is not adequately protecting the receiving waters.

Pg 5 Att. C
Pg 6 Att. D
& E
N/A
BMP Requirements for Run-on and Runoff Controls (Attachment C, D, & E parts F) Effectively manage run-on, runoff within the site and
runoff that discharge off the site.

Pg 5 Att. C
Pg 6 Att. D
& E
Run-on from off-site shall be directed away from disturbed areas or shall collectively be in compliance with the
effluent limitation in the CGP.

Pg 5 Att. C
Pg 6 Att. D
& E
BMP Requirements for Air Deposition (Attachment C, D, & E parts B.6) Control the air deposition of site materials and from site operations. Such particulates can include, but are not
limited to, sediment, nutrients, trash, metals, bacteria, oil and grease and organics.

Pg 4 of Att.

C, D & E WE-1
Erosion and sediment controls are required by the General Permit to provide effective reduction or elimination of sediment related pollutants in stormwater discharges and authorized non- stormwater discharges from the Site. Applicable BMPs are identified in this section for erosion control, sediment control, tracking control, and wind erosion control.

3.2.1 Erosion Control
Erosion control, also referred to as soil stabilization, consists of source control measures that are designed to prevent soil particles from detaching and becoming transported in stormwater runoff.

Erosion control BMPs protect the soil surface by covering and/or binding soil particles.

This construction project will implement the following practices to provide effective temporary and final erosion control during construction:

Fong Ranch Park SWPPP 18 February 2022

1. Preserve existing vegetation where required and when feasible.

2. The area of soil disturbing operations shall be controlled such that the Contractor is able to implement erosion control BMPs quickly and effectively.

3. Stabilize non-active areas within 14 days of cessation of construction activities or sooner if stipulated by local requirements.

4. Control erosion in concentrated flow paths by applying erosion control blankets, check dams, erosion control seeding or alternate methods.

5. Prior to the completion of construction, apply permanent erosion control to remaining disturbed soil areas.

Sufficient erosion control materials shall be maintained onsite to allow implementation in conformance with this SWPPP.

The following temporary erosion control BMP selection table indicates the BMPs that shall be implemented to control erosion on the construction site. Fact Sheets for temporary erosion control BMPs are provided in Appendix H.

Fong Ranch Park SWPPP 19 February 2022
Table 3.2 Temporary Erosion Control BMPs
CASQA
Fact
Sheet
BMP Name
Meets a
Minimum
Requirement(1)
BMP Used
If not used, state reason
YES NO
EC-1 Scheduling X
EC-2 Preservation of Existing
Vegetation X
EC-3 Hydraulic Mulch (2) X
EC-4 Hydroseed (2) X
EC-5 Soil Binders (2) X
EC-6 Straw Mulch (2) X Hydroseeding and Hydraulic Mulch used instead.

EC-7 Geotextiles and Mats (2) X Hydroseeding and Hydraulic Mulch used instead.

EC-8 Wood Mulching (2) X
EC-9 Earth Dike and Drainage Swales (3) X
EC-10 Velocity Dissipation Devices X Not required with minimum slope at the drain inlets this will not be required.

EC-11 Slope Drains X Strom water is designed to drain into storm drains EC-12 Stream Bank Stabilization X No Streams on site
EC-14 Compost Blankets (2) X Hydroseeding and Hydraulic Mulch used instead.

EC-15 Soil Preparation-Roughening X
EC-16 Non-Vegetated Stabilization (2) X
WE-1 Wind Erosion Control X
Alternate BMPs Used: If used, state reason:
(1) Applicability to a specific project shall be determined by the QSD. (2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements. (3) Run-on from offsite shall be directed away from all disturbed areas, diversion of offsite flows may require design/analysis by a licensed civil engineer and/or additional environmental permitting
Fong Ranch Park SWPPP 20 February 2022
These temporary erosion control BMPs shall be implemented in conformance with the following guidelines and as outlined in the BMP Factsheets provided in Appendix H. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Scheduling
Per the Fong Ranch Park - Timeline – Refer to Appendix F Preservation of Existing Vegetation
Per the Fong Ranch Park - plans and specifications.

Hydraulic Mulch
Per the Fong Ranch Park 1 - plans and specifications.

Hydroseed
Per the Fong Ranch Park - Phase 1 plans and specifications.

Soil Binders
Per the Fong Ranch Park - plans and specifications.

Wood Mulching
Per the Fong Ranch Park - plans and specifications.

Earth Dike and Drainage Swales
Per the Fong Ranch Park - plans and specifications.

Soil Preparation-Roughening
Per the Fong Ranch Park - plans and specifications.

Non-Vegetated Stabilization
Per the Fong Ranch Park - plans and specifications.

Wind Erosion Control
Per the Fong Ranch Park - plans and specifications.

3.2.2 Sediment Controls
Sediment controls are temporary or permanent structural measures that are intended to complement the selected erosion control measures and reduce sediment discharges from active construction areas. Sediment controls are designed to intercept and settle out soil particles that have been detached and transported by the force of water.

The following sediment control BMP selection table indicates the BMPs that shall be implemented to control sediment on the construction site. Fact Sheets for temporary sediment control BMPs are provided in Appendix H.

Fong Ranch Park SWPPP 21 February 2022
Table 3.3 Temporary Sediment Control BMPs
CASQA
Fact
Sheet
BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
SE-1 Silt Fence (2) (3) X Not Required, Fiber Rolls used instead of Silt Fence SE-2 Sediment Basin X Not Required. Storm water will be filtered before it enters drain inlets.

SE-3 Sediment Trap X Not Required. Storm water will be filtered before it enters drain inlets.

SE-4 Check Dams X Not required, Fiber Rolls used instead of Check Dams SE-5 Fiber Rolls (2)(3) X
SE-6 Gravel Bag Berm (3) X
SE-7 Street Sweeping X
SE-8 Sandbag Barrier X Not required, Fiber Rolls used instead of Sandbag Barriers
SE-9 Straw Bale Barrier X Not required, Fiber Rolls used instead of Straw Bale Barrier
SE-10 Storm Drain Inlet Protection RL2&3 X
SE-12 Temporary Silt Dike X Not required, Fiber Rolls used instead of Silt Dike SE-13 Compost Sock and Berm (3) X Not required, Fiber Rolls used instead of Compost Sock and Berm
SE-14 Biofilter Bags (3) X
TC-1 Stabilized Construction Entrance and Exit X
TC-2 Stabilized Construction Roadway X Not required. No Construction Roadway in this project.

TC-3 Entrance Outlet Tire Wash X Not Required. Stabilized Construction Entrance and Exit will be used instead.

Alternate BMPs Used: If used, state reason:

Fong Ranch Park SWPPP 22 February 2022
Table 3.3 Temporary Sediment Control BMPs
CASQA
Fact
Sheet
BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
(1) Applicability to a specific project shall be determined by the QSD (2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements
(3)Risk Level 2 &3 shall provide linear sediment control along toe of slope, face of slope, and at the grade breaks of exposed slope Fong Ranch Park SWPPP 23 February 2022
These temporary sediment control BMPs shall be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix H. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Fiber Rolls
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet SE- 5 Gravel Bag Berm
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet SE- 6 Street Sweeping
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet SE- 7 Storm Drain Inlet Protection
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet SE- 10 Biofilter Bags
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet SE- 14 Stabilized Construction Entrance and Exit
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet TC-1

3.3 NON-STORMWATER CONTROLS AND WASTE AND MATERIALS

MANAGEMENT
Non-Stormwater, Construction Materials & Waste Management Worksheet BMP Requirements
The
Following
are
Applicable
to Project
CGP Pg#
Associated
CASQA
BMPs
BMP Requirements for Waste Management (Attachment C, D and E part B.2) Prevent disposal of rinse or wash waters or materials on impervious or pervious site surfaces or into the storm drain system.
x Pg 2, Att. C,
D & E
NS-1, NS-3
NS-8, NS-12
NS-13
Ensure the containment of sanitation facilities (e.g., portable toilets) to prevent discharges of pollutants to the stormwater drainage system or receiving water.
x Pg 2, Att. C,
D & E WM-9
Clean or replace sanitation facilities and inspecting them regularly for leaks and spills. x Pg 2, Att. C,
D & E WM-9
Fong Ranch Park SWPPP 24 February 2022
Non-Stormwater, Construction Materials & Waste Management Worksheet BMP Requirements
The
Following
are
Applicable
to Project
CGP Pg#
Associated
CASQA
BMPs
Cover waste disposal containers at the end of every business day and during a rain event. x Pg 2, Att. C,
D & E
WM-1 , M-2
WM-4 , M-5
WM-6, WM-7
WM-10

Prevent discharges from waste disposal containers to the stormwater drainage system or receiving water. x Pg 2, Att. C, D & E
WM-1, WM-2
WM-4, WM-5
WM-6, WM-7
WM-9, WM-
10 Contain and securely protect stockpiled waste material from wind and rain at all times unless actively being used. x Pg 2, Att. C, D & E WM-3
Implement procedures that effectively address hazardous and non-hazardous spills.

If incident
occurs
Pg 2, Att. C,
D & E WM-4
Develop a spill response and implementation element of the SWPPP prior to commencement of construction activities. The SWPPP shall require that: Equipment and materials for cleanup of spills shall be available onsite and that spills and leaks shall be cleaned up immediately and disposed of properly; and appropriate spill response personnel are assigned and trained. x Pg 2, Att. C,
D & E WM-4
Ensure the containment of concrete washout areas and other washout areas that may contain additional pollutants so there is no discharge into the underlying soil and onto the surrounding areas.
x Pg 3, Att. C,
D & E WM-8
BMP Requirements for Construction Material (Attachment C, D, and E part B.1) Conduct an inventory of the products used and/or expected to be used and the end products that are produced and/or expected to be produced.
x Pg 1, Att. C,
D & E
Cover and berm loose stockpiled construction materials that are not actively being used (i.e. soil, spoils, aggregate, fly-ash, stucco, hydrated lime, etc.).
x Pg 1, Att. C,
D & E WM-3
Store chemicals in watertight containers (with appropriate secondary containment to prevent spillage or leakage) or in a storage shed (completely enclosed).
x Pg 2, Att. C,
D & E
WM-1, WM-2
WM-4, WM-6
Minimize exposure of construction materials to precipitation. x Pg 2, Att. C,
D & E
WM-1, WM-2
WM-4, WM-5
WM-6, WM-7
WM-10
Fong Ranch Park SWPPP 25 February 2022
Non-Stormwater, Construction Materials & Waste Management Worksheet BMP Requirements
The
Following
are
Applicable
to Project
CGP Pg#
Associated
CASQA
BMPs
Implement BMPs to prevent the off-site tracking of loose construction and landscape materials. x Pg 2, Att. C,
D & E
TC-1
TC-2
TC-3
BMP Requirements for Vehicle Storage and Maintenance (Attachment C, D and E, part B.3) Prevent oil, grease, or fuel from leaking into the ground, storm drains or surface waters. x Pg 3, Att. C,
D & E
NS-9
NS-10
Place equipment or vehicles, which are to be fueled,
maintained and stored in a designated area fitted with
appropriate BMPs.
x Pg 2, Att. C,
D & E
WM-2, WM-4
NS-9, NS-10
Clean leaks immediately and disposing of leaked materials properly.

If incident
occurs
Pg 2, Att. C,
D & E WM-4
BMP Requirements to Control Non-Stormwater Discharges (Attachment C, D and E part C) Implement measures to control non-stormwater discharges during construction. x Pg 4, Att. C,
D & E
NS-3, NS-8
NS-9, NS-10
NS-12, NS-13
TC-1, TC-2
TC-3
Wash vehicles in such a manner as to prevent non-stormwater discharges to surface waters or MS4 drainage systems. x Pg 4, Att. C, D & E NS-8
Clean streets in such a manner as to prevent non-stormwater discharges from reaching surface water or MS4 drainage
systems.
x Pg 4, Att. C,
D & E
TC-1, TC-2
TC-3, SE-7

3.3.1 Non-Stormwater Controls
Non-stormwater discharges into storm drainage systems or waterways, which are not authorized under the General Permit, are prohibited. Non-stormwater discharges for which a separate NPDES permit is required by the local Regional Water Board are prohibited unless coverage under the separate NPDES permit has been obtained for the discharge. The selection of non- stormwater BMPs is based on the list of construction activities with a potential for non- stormwater discharges identified in Section 2.7 of this SWPPP.

The following non-stormwater control BMP selection table indicates the BMPs that shall be implemented to control sediment on the construction site. Fact Sheets for temporary non- stormwater control BMPs are provided in Appendix H.

Fong Ranch Park SWPPP 26 February 2022
Table 3.4 Temporary Non-Stormwater BMPs
CASQA Fact
Sheet BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
NS-1 Water Conservation Practices x
NS-2 Dewatering Operation x The project does not excavate below the water table.

NS-3 Paving and Grinding Operation x
NS-4 Temporary Stream Crossing x No Streams within the vicinity NS-5 Clear Water Diversion x No Streams or water bodies within the vicinity NS-6 Illicit Connection- Illegal Discharge
Connection
x
NS-7 Potable Water Irrigation Discharge
Detection x
NS-8 Vehicle and Equipment Cleaning x
NS-9 Vehicle and Equipment Fueling x
NS-10 Vehicle and Equipment Maintenance x
NS-11 Pile Driving Operation x None of the structures on this project require pile driving
NS-12 Concrete Curing x
NS-13 Concrete Finishing x
NS-14 Material and Equipment Use Over Water x No Streams or water bodies within project boundary
NS-15 Demolition Removal Adjacent to Water x No Streams or water bodies within or next to project boundary
NS-16 Temporary Batch Plants x Freshly mix concrete will be brought onto the site by cement trucks
Fong Ranch Park SWPPP 27 February 2022
Table 3.4 Temporary Non-Stormwater BMPs
CASQA Fact
Sheet BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
Alternate BMPs Used: If used, state reason:
(1) Applicability to a specific project shall be determined by the QSD Fong Ranch Park SWPPP 28 February 2022
Non-stormwater BMPs shall be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix H. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Water Conservation Practices
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-1 Paving and Grinding Operation
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-3 Illicit Connection- Illegal Discharge Connection
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-6 Potable Water Irrigation Discharge Detection
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-7 Vehicle and Equipment Cleaning
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-8 Vehicle and Equipment Fueling
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-9 Vehicle and Equipment Maintenance
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-10 Concrete Curing
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-12 Concrete Finishing
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet NS-13

3.3.2 Materials Management and Waste Management
Materials management control practices consist of implementing procedural and structural BMPs for handling, storing and using construction materials to prevent the release of those materials into stormwater discharges. The amount and type of construction materials to be utilized at the Site will depend upon the type of construction and the length of the construction period. The materials may be used continuously, such as fuel for vehicles and equipment, or the materials may be used for a discrete period, such as soil binders for temporary stabilization.

Waste management consist of implementing procedural and structural BMPs for handling, storing and ensuring proper disposal of wastes to prevent the release of those wastes into stormwater discharges.

Materials and waste management pollution control BMPs shall be implemented to minimize stormwater contact with construction materials, wastes and service areas; and to prevent Fong Ranch Park SWPPP 29 February 2022
materials and wastes from being discharged off-site. The primary mechanisms for stormwater contact that shall be addressed include:

Direct contact with precipitation
Contact with storm water run-on and runoff
Wind dispersion of loose materials
Direct discharge to the storm drain system through spills or dumping Extended contact with some materials and wastes, such as asphalt cold mix and treated wood products, which can leach pollutants into stormwater.

A list of construction activities is provided in Section 2.6. The following Materials and Waste Management BMP selection table indicates the BMPs that shall be implemented to handle materials and control construction site wastes associated with these construction activities. Fact Sheets for Materials and Waste Management BMPs are provided in Appendix H.

Fong Ranch Park SWPPP 30 February 2022
Table 3.5 Temporary Materials Management BMPs
CASQA Fact
Sheet BMP Name
Meets a
Minimum
Requirement (1)
BMP used
If not used, state reason
YES NO
WM-01 Material Delivery and Storage X
WM-02 Material Use X
WM-03 Stockpile Management X
WM-04 Spill Preservation and Control X
WM-05 Solid Waste Management X
WM-06 Hazardous Waste Management X
WM-07 Contaminated Soil
Management X
There are no now pollutants in the soils which exceed
EPA’s requirements. If they are encountered this waste management BMP will be required.

WM-08 Concrete Waste Management X
WM-09 Sanitary-Septic Waste
Management X
WM-10 Liquid Waste Management X
There are no now pollutants in the soils which exceed
EPA’s requirements. If they are encountered this waste management BMP will be required.

Alternate BMPs Used: If used, state reason:
(1) Applicability to a specific project shall be determined by the QSD.

Fong Ranch Park SWPPP 31 February 2022
Material management BMPs shall be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix H. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Material Delivery and Storage
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-01 Material Use
Per the Fong Ranch Park Plans and specifications and per CASQA Fact Sheet WM-02 Stockpile Management
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-03 Spill Preservation and Control
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-04 Solid Waste Management
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-05 Hazardous Waste Management
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-06 Concrete Waste Management
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-08 Sanitary-Septic Waste Management
Per the Fong Ranch Park plans and specifications and per CASQA Fact Sheet WM-09

3.4 POST CONSTRUCTION STORMWATER MANAGEMENT MEASURES
Post construction BMPs are permanent measures installed during construction, designed to reduce or eliminate pollutant discharges from the site after construction is completed.

This site is located in an area subject to a Phase I or Phase II Municipal Separate Storm Sewer System (MS4) permit approved Stormwater Management Plan.

Yes No
This project does have grading and landscape proposed to help reduce the runoff of storm water off the site and into the storm drain.

The following source control post construction BMPs to comply with General Permit Section XIII.B and local requirements have been identified for the site:

None
A plan for the post construction funding and maintenance of these BMPs has been developed to address at minimum five years following construction. The post construction BMPs that are described above shall be funded and maintained by the City of Sacramento, Department of Parks Fong Ranch Park SWPPP 32 February 2022
and Recreation. If required, post construction funding and maintenance will be submitted with the NOT.

Fong Ranch Park SWPPP 33 February 2022
Section 4 BMP Inspection and Maintenance

4.1 BMP INSPECTION AND MAINTENANCE
The General Permit requires routine weekly inspections of BMPs, along with inspections before, during, and after qualifying rain events. A BMP inspection checklist must be filled out for inspections and maintained on-site with the SWPPP. The inspection checklist includes the necessary information covered in Section 7.6. A blank inspection checklist can be found in Appendix I. Completed checklists shall be kept in CSMP Attachment 2 “Monitoring Records.

BMPs shall be maintained regularly to ensure proper and effective functionality. If necessary, corrective actions shall be implemented within 72 hours of identified deficiencies and associated amendments to the SWPPP shall be prepared by the QSD.

Specific details for maintenance, inspection, and repair of Construction Site BMPs can be found in the BMP Factsheets in Appendix H.

4.2 RAIN EVENT ACTION PLANS
Rain Event Action Plans (REAPs) are not required for Risk Level 1 projects.

Fong Ranch Park SWPPP 34 February 2022
Section 5 Training
The following text should be modified accordingly
Appendix L identifies the QSPs for the project. To promote stormwater management awareness specific for this project, periodic training of job-site personnel shall be included as part of routine project meetings (e.g. daily/weekly tailgate safety meetings), or task specific trainings as needed.

The QSP shall be responsible for providing this information at the meetings, and subsequently completing the training logs shown in Appendix K, which identifies the site-specific stormwater topics covered as well as the names of site personnel who attended the meeting. Tasks may be delegated to trained employees by the QSP provided adequate supervision and oversight is provided. Training shall correspond to the specific task delegated including: SWPPP implementation; BMP inspection and maintenance; and record keeping.

Documentation of training activities (formal and informal) is retained in SWPPP Appendix K.

Fong Ranch Park SWPPP 35 February 2022
Section 6 Responsible Parties and Operators

6.1 RESPONSIBLE PARTIES
Approved Signatories who are responsible for SWPPP implementation and have authority to sign permit-related documents are listed below. Written authorizations from the LRP for these individuals are provided in Appendix L. The Approved Signatories to this project are:

Name Title Phone Number
Dennis Day Associate Landscape
Architect
Office 916-808-7633,
cell 916-380-8813
QSPs identified for the project are identified in Appendix L. The QSP shall have primary responsibility and significant authority for the implementation, maintenance and inspection/monitoring of SWPPP requirements. The QSP will be available at all times throughout the duration of the project. Duties of the QSP include but are not limited to:

Implementing all elements of the General Permit and SWPPP, including but not limited to:
o Ensuring all BMPs are implemented, inspected, and properly maintained; o Performing non-stormwater and stormwater visual observations and inspections; o Performing non-stormwater and storm sampling and analysis, as required; o Performing routine inspections and observations;
o Implementing non-stormwater management, and materials and waste management activities such as: monitoring discharges; general Site clean-up; vehicle and equipment cleaning, fueling and maintenance; spill control; ensuring that no materials other than stormwater are discharged in quantities which will have an adverse effect on receiving waters or storm drain systems; etc.;
The QSP may delegate these inspections and activities to an appropriately trained employee, but shall ensure adequacy and adequate deployment.

Ensuring elimination of unauthorized discharges.

The QSPs shall be assigned authority by the LRP to mobilize crews in order to make immediate repairs to the control measures.

Coordinate with the Contractor(s) to assure all of the necessary corrections/repairs are made immediately and that the project complies with the SWPPP, the General Permit and approved plans at all times.

Notifying the LRP or Authorized Signatory immediately of off-site discharges or other non-compliance events.

Fong Ranch Park SWPPP 36 February 2022

6.2 CONTRACTOR LIST
Contractor
Name:

Title:

Company:

Address:

Phone Number:

Number (24/7):

Fong Ranch Park SWPPP 37 February 2022
Section 7 Construction Site Monitoring Program

7.1 Purpose
This Construction Site Monitoring Program was developed to address the following objectives:

1. To demonstrate that the site is in compliance with the Discharge Prohibitions of the Construction General Permit;

2. To determine whether non-visible pollutants are present at the construction site and are causing or contributing to exceedances of water quality objectives;

3. To determine whether immediate corrective actions, additional Best Management Practices (BMP) implementation, or SWPPP revisions are necessary to reduce pollutants in stormwater discharges and authorized non-stormwater discharges;

4. To determine whether BMPs included in the SWPPP are effective in preventing or reducing pollutants in stormwater discharges and authorized non-stormwater discharges.

7.2 Applicability of Permit Requirements
This project has been determined to be a Risk Level 2 project. The General Permit identifies the following types of monitoring as being applicable for a Risk Level 1 project.

Risk Level 2
Visual inspections of Best Management Practices (BMPs); Visual monitoring of the site related to qualifying storm events; Visual monitoring of the site for non-stormwater discharges; Sampling and analysis of construction site runoff for pH and turbidity; Sampling and analysis of construction site runoff for non-visible pollutants when applicable; and
Sampling and analysis of non-stormwater discharges when applicable.

7.3. Weather and Rain Event Tracking
Visual monitoring and inspections requirements of the General Permit are triggered by a qualifying rain event. The General Permit defines a qualifying rain event as any event that produces ½ inch of precipitation. A minimum of 48 hours of dry weather will be used to distinguish between separate qualifying storm events.

7.3.1 Weather Tracking
The QSP should daily consult the National Oceanographic and Atmospheric Administration (NOAA) for the weather forecasts. These forecasts can be obtained at http://www.srh.noaa.gov/.

Weather reports should be printed and maintained with the SWPPP in CSMP Attachment 1 “Weather Reports”.

7.3.2 Rain Gauges
The QSP shall install one rain gauge located on south end of the project site. Locate the gauge in an open area away from obstructions such as trees or overhangs. Mount the gauge on a post at a Fong Ranch Park SWPPP 38 February 2022
height of 3 to 5 feet with the gauge extending several inches beyond the post. Make sure that the top of the gauge is level. Make sure the post is not in an area where rainwater can indirectly splash from sheds, equipment, trailers, etc.

The rain gauge(s) shall be read daily during normal site scheduled hours. The rain gauge should be read at approximately the same time every day and the date and time of each reading recorded. Log rain gauge readings in CSMP Attachment 1 “Weather Records”. Follow the rain gauge instructions to obtain accurate measurements.

Once the rain gauge reading has been recorded, accumulated rain shall be emptied, and the gauge reset.

For comparison with the site rain gauge, the nearest appropriate governmental rain gauge(s) is located at http://www.sacflood.org/alrtloc1.htm

7.4 Monitoring Locations
Monitoring locations are shown on the Site Maps in Appendix B. Monitoring locations are described in the Sections 7.6 and 7.7.

Whenever changes in the construction site might affect the appropriateness of sampling locations, the sampling locations shall be revised accordingly. All such revisions shall be implemented as soon as feasible and the SWPPP amended. Temporary changes that result in a one-time additional sampling location do not require a SWPPP amendment.

7.5 Safety and Monitoring Exemptions
Safety practices for sample collection will be in accordance with the Workplace IIDP, original published date October 2001 and revised date of May 2012. A summary of the safety requirements that apply to sampling personnel is provided below.

Construction / traffic safety vest
Steel toed boots with nonslip grip
Hardhat
Safety Glass
Long Sleeve Shirt
This project is not required to collect samples or conduct visual observations (inspections) under the following conditions:

During dangerous weather conditions such as flooding and electrical storms.

Outside of scheduled site business hours.

Scheduled site business hours are: Monday – Friday 7:00 am to 4:00 pm.

If monitoring (visual monitoring or sample collection) of the site is unsafe because of the dangerous conditions noted above then the QSP shall document the conditions for why an exception to performing the monitoring was necessary. The exemption documentation shall be filed in CSMP Attachment 2 “Monitoring Records”.

Fong Ranch Park SWPPP 39 February 2022

7.6 Visual Monitoring
Visual monitoring includes observations and inspections. Inspections of BMPs are required to identify and record BMPs that need maintenance to operate effectively, that have failed, or that could fail to operate as intended. Visual observations of the site are required to observe storm water drainage areas to identify any spills, leaks, or uncontrolled pollutant sources.

Table 7.1 identifies the required frequency of visual observations and inspections. Inspections and observations will be conducted at the locations identified in Section 7.6.3.

Fong Ranch Park SWPPP 40 February 2022
Table 7.1 Summary of Visual Monitoring and Inspections
Type of Inspection Frequency
Routine Inspections
BMP Inspections Weekly1
BMP Inspections Weekly1
BMP Inspections – Tracking Control Daily
Gravel Bags and Berms Weekly
Fiber Rolls Weekly
Strom Drain Inlet Protection Weekly
Stabilized Construction Entrance Daily
Stabilized Construction Roadways Daily
Biofilter Bags Weekly
Non-Stormwater Discharge Observations Quarterly during daylight hours Rain Event Triggered Inspections
Site Inspections Prior to a Qualifying Event Within 48 hours of a qualifying event 2 BMP Inspections During an Extended Storm
Event Every 24-hour period of a rainevent2
Site Inspections Following a Qualifying Event Within 48 hours of a qualifying event 2 1 Most BMPs must be inspected weekly; those identified below must be inspected more frequently. 2 Inspections are only required during scheduled site operating hours. Note however, these inspections are required daily regardless of the amount of precipitation.

7.6.1 Routine Observations and Inspections
Routine site inspections and visual monitoring are necessary to ensure that the project is in compliance with the requirements of the Construction General Permit.

7.6.1.1 Routine BMP Inspections
Inspections of BMPs are conducted to identify and record:

BMPs that are properly installed.

BMPs that need maintenance to operate effectively.

BMPs that have failed; or
BMPs that could fail to operate as intended.

7.6.1.2 Non-Stormwater Discharge Observations
Each drainage area will be inspected for the presence of or indications of prior unauthorized and authorized non-stormwater discharges. Inspections will record:

Fong Ranch Park SWPPP 41 February 2022
Presence or evidence of any non-stormwater discharge (authorized or unauthorized); Pollutant characteristics (floating and suspended material, sheen, discoloration, turbidity, odor, etc.); and
Source of discharge.

7.6.2 Rain-Event Triggered Observations and Inspections Visual observations of the site and inspections of BMPs are required prior to a qualifying rain event; following a qualifying rain event, and every 24-hour period during a qualifying rain event.

Pre-rain inspections will be conducted after consulting NOAA and determining that a precipitation event with a 50% or greater probability of precipitation has been predicted.

7.6.2.1 Visual Observations Prior to a Forecasted Qualifying Rain Event Within 48-hours prior to a qualifying event a stormwater visual monitoring site inspection will include observations of the following locations:

Stormwater drainage areas to identify any spills, leaks, or uncontrolled pollutant sources.

BMPs to identify if they have been properly implemented.

Any stormwater storage and containment areas to detect leaks and ensure maintenance of adequate freeboard.

BMP inspections and visual monitoring will be triggered by a NOAA prediction of rain in the project area.
or
Consistent with guidance from the State Water Resources Control Board, pre-rain BMP inspections and visual monitoring will be triggered by a NOAA forecast that indicates a probability of precipitation of 50% or more in the project area. or
BMP inspections and visual monitoring will be triggered by a NOAA quantitative predicted forecast (QPF) that indicates ½-inch or more of rain will occur in the project area.

7.6.2.2 BMP Inspections During an Extended Storm Event
During an extended rain event BMP inspection will be conducted to identify and record:

BMPs that are properly installed.

BMPs that need maintenance to operate effectively.

BMPs that have failed; or
BMPs that could fail to operate as intended.

If the construction site is not accessible during the rain event, the visual inspections shall be performed at all relevant outfalls, discharge points, downstream locations. The inspections should record any projected maintenance activities.

7.6.2.2 Visual Observations Following a Qualifying Rain Event Within 48 hours following a qualifying rain event (0.5 inches of rain) a stormwater visual monitoring site inspection is required to observe:

Fong Ranch Park SWPPP 42 February 2022
Stormwater drainage areas to identify any spills, leaks, or uncontrolled pollutant sources; BMPs to identify if they have been properly designed, implemented, and effective; Need for additional BMPs;
Any stormwater storage and containment areas to detect leaks and ensure maintenance of adequate freeboard; and
Discharge of stored or contained rain water.

7.6.3 Visual Monitoring Procedures
Visual monitoring shall be conducted by the QSP or staff trained by and under the supervision of the QSP.

The name(s) and contact number(s) of the site visual monitoring personnel are listed below and their training qualifications are provided in Appendix K.

Assigned inspector: Contact phone:

Alternate inspector: Contact phone:

Stormwater observations shall be documented on the Visual Inspection Field Log Sheet (see CSMP Attachment 3 “Example Forms”). BMP inspections shall be documented on the site specific BMP inspection checklist. Any photographs used to document observations will be referenced on stormwater site inspection report and maintained with the Monitoring Records in Attachment 2.

The QSP shall within 10 days of the inspection submit copies of the completed inspection report to Dennis Day.

The completed reports will be kept in CSMP Attachment 2 “Monitoring Records”.

7.6.4 Visual Monitoring Follow-Up and Reporting
Correction of deficiencies identified by the observations or inspections, including required repairs or maintenance of BMPs, shall be initiated and completed as soon as possible.

If identified deficiencies require design changes, including additional BMPs, the implementation of changes will be initiated within 72 hours of identification and be completed as soon as possible. When design changes to BMPs are required, the SWPPP shall be amended to reflect the changes.

Deficiencies identified in site inspection reports and correction of deficiencies will be tracked on the Inspection Field Log Sheet or BMP Inspection Report and shall be submitted to the QSP and shall be kept in CSMP Attachment 2 “Monitoring Records”.

The QSP shall within 10 days of the inspection submit copies of the completed Inspection Field Log Sheet or BMP Inspection Report with the corrective actions to Dennis Day.

Results of visual monitoring must be summarized and reported in the Annual Report.

7.6.5 Visual Monitoring Locations
The inspections and observations identified in Sections 7.6.1 and 7.6.2 will be conducted at the locations identified in this section.

BMP locations are shown on the Site Maps in SWPPP Appendix A.

Fong Ranch Park SWPPP 43 February 2022
There are drainage area(s) on the project site and the contractor’s yard, staging areas, and storage areas. Drainage area(s) are shown on the Site Maps in Appendix B and Table 7.2 identifies each drainage area by location.

Table 7.2 Site Drainage Areas
Location
No. Location
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
There are 0 stormwater storage or containment area(s) are on the project site. Stormwater storage or containment area(s) are shown on the Site Maps in Appendix B and Table 7.3 identifies each stormwater storage or containment area by location.

Table 7.3 Stormwater Storage and Containment Areas
Location
No.

Location
1 There is 1 discharge location on the project site. Site stormwater discharge location(s) are shown on the Site Maps in Appendix B and Table 7.4 identifies each stormwater discharge location.

Fong Ranch Park SWPPP 44 February 2022
Table 7.4 Site Stormwater Discharge Locations
Location
No. Location
1 7.7 Water Quality Sampling and Analysis

7.7.1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges
This Sampling and Analysis Plan for Non-Visible Pollutants describes the sampling and analysis strategy and schedule for monitoring non-visible pollutants in stormwater runoff discharges from the project site.

Sampling for non-visible pollutants will be conducted when (1) a breach, leakage, malfunction, or spill is observed; and (2) the leak or spill has not been cleaned up prior to the rain event; and (3) there is the potential for discharge of non-visible pollutants to surface waters or drainage system.

The following construction materials, wastes, or activities, as identified in Section 2.6, are potential sources of non-visible pollutants to stormwater discharges from the project. Storage, use, and operational locations are shown on the Site Maps in Appendix B.

Fuel and Oil
Solvents
Portland Cement
Fertilizers
Soil Conditions
Chemicals from Portable Restrooms.

The following existing site features, as identified in Section 2.6, are potential sources of non- visible pollutants to stormwater discharges from the project. Locations of existing site features contaminated with non-visible pollutants are shown on the Site Maps in Appendix B.

None
The following soil amendments have the potential to change the chemical properties, engineering properties, or erosion resistance of the soil and will be used on the project site. Locations of soil amendment application are shown on the Site Maps in Appendix B.

Fertilizer for new plantings
Nitrified Soil Amendments
Fong Ranch Park SWPPP 45 February 2022

7.7.1.1 Sampling Schedule
Samples for the potential non-visible pollutant(s) and a sufficiently large unaffected background sample shall be collected during the first two hours of discharge from rain events that result in a sufficient discharge for sample collection. Samples shall be collected during the site’s scheduled hours and shall be collected regardless of the time of year and phase of the construction.

Collection of discharge samples for non-visible pollutant monitoring will be triggered when any of the following conditions are observed during site inspections conducted prior to or during a rain event.

Materials or wastes containing potential non-visible pollutants are not stored under watertight conditions. Watertight conditions are defined as (1) storage in a watertight container, (2) storage under a watertight roof or within a building, or (3) protected by temporary cover and containment that prevents stormwater contact and runoff from the storage area.

Materials or wastes containing potential non-visible pollutants are stored under watertight conditions, but (1) a breach, malfunction, leakage, or spill is observed, (2) the leak or spill is not cleaned up prior to the rain event, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.

A construction activity, including but not limited to those in Section 2.6, with the potential to contribute non-visible pollutants (1) was occurring during or within 24 hours prior to the rain event, (2) BMPs were observed to be breached, malfunctioning, or improperly implemented, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.

Soil amendments that have the potential to change the chemical properties, engineering properties, or erosion resistance of the soil have been applied, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.

Stormwater runoff from an area contaminated by historical usage of the site has been observed to combine with stormwater runoff from the site, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.

7.7.1.2 Sampling Locations
Sampling locations are based on proximity to planned non-visible pollutant storage, occurrence or use, accessibility for sampling, and personnel safety. Planned non-visible pollutant sampling locations are shown on the Site Maps in Appendix B and include the locations identified in Table

7.5 through 7.10.
1 sampling location(s) on the project site and the contractor’s yard have been identified for the collection of samples of runoff from planned material and waste storage areas and areas where non-visible pollutant producing construction activities are planned.

This is only required if there is indications that non-visible pollutants may have come in contact with the soil and breached the staging area.

Fong Ranch Park SWPPP 46 February 2022
Table 7.6 Non-Visible Pollutant Sample Locations – Contractors’ Yard Sample Location
Number Sample Location Description
Sample Location Latitude and
Longitude
(Decimal Degrees)
#1
1 sampling location have been identified for the collection of samples of runoff from drainage areas where soil amendments will be applied that have the potential to affect water quality.

This is required if soil amendments are exposed and not incorporated into the soil prior to a precipitation event.

Table 7.7 Non-Visible Pollutant Sample Locations – Soil Amendment Areas Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
#2
Zero (0) sampling locations have been identified for the collection of samples of runoff from drainage areas contaminated by historical usage of the site.

Table 7.8 Non-Visible Pollutant Sample Locations – Areas of Historical Contamination Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)

N/A N/A N/A
1 sampling location(s) has been identified for the collection of an uncontaminated sample of runoff as a background sample for comparison with the samples being analyzed for non-visible pollutants. This location(s) was selected such that the sample will not have come in contact with the operations, activities, or areas identified in Section 7.7.1 or with disturbed soils areas.

Table 7.9 Non-Visible Pollutant Sample Locations – Background (Unaffected Sample) Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
3 Fong Ranch Park SWPPP 47 February 2022
Zero (0) sampling locations have been identified for the collection of samples of run-on to the project site. Run-on from these locations has the potential to combine with discharges from the site being sampled for non-visible pollutants. These samples are intended to identify potential sources of non-visible pollutants that originate off the project site.

Table 7.10 Non-Visible Pollutant Sample Locations – Site Run-On Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
If a stormwater visual monitoring site inspection conducted prior to or during a storm event identifies the presence of a material storage, waste storage, or operations area with spills or the potential for the discharge of non-visible pollutants to surface waters or a storm drain system that is at a location not listed above and has not been identified on the Site Maps, sampling locations will be selected by the QSP using the same rationale as that used to identify planned locations.

Non-visible pollutant sampling locations shall be identified by the QSP on the pre-rain event inspection form prior to a forecasted qualifying rain event.

7.7.1.3 Monitoring Preparation
Non-visible pollutant samples will be collected by:

Contractor
Yes No
Consultant Yes No
Laboratory Yes No
Samples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alternate(s)/Telephone Number:

An adequate stock of monitoring supplies and equipment for monitoring non-visible pollutants will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, coolers, appropriate number and volume of sample bottles, identification labels, re-sealable storage bags, paper Fong Ranch Park SWPPP 48 February 2022
towels, personal rain gear, ice, and Effluent Sampling Field Log Sheets and Chain of Custody (CoC) forms, which are provided in CSMP Attachment 3 “Example Forms”.

7.7.1.4 Analytical Constituents
Table 7.11 lists the specific sources and types of potential non-visible pollutants on the project site and the water quality indicator constituent(s) for that pollutant.

Table 7.11 Potential Non-Visible Pollutants and Water Quality Indicator Constituents Pollutant Source Pollutant Water Quality Indicator
Constituent
Parking Lot Asphalt VOCs
Concrete Walkways and mow curbs Concrete VOCs, SVOCs, pH, Al, Ca, Va, Zn, Entire Project Area Contaminated Soil Constituents specific to known contaminated, check with laboratory.

All new Landscaping Pesticides/ Herbicides Product dependent, see label and check with laboratory.

Fertilizers TKN, NO3, BOD, COD, DOC,
Sulfate, NH3, Phosphate, Potassium.

Planting and Vegetation
Management Vegetation Stockpiles BOD
Vehicles and Equipment Use Batteries Sulfuric acid, Pb, pH Vehicles and Gas Powered
Equipment Fueling and Oil Leaks Petroleum
Adapted from Attachment S, Caltrans SWPPP/WPCP Preparation Manual, February 2003, and CASQA Construction BMP Handbook, 2003

7.7.1.5 Sample Collection
Samples of discharge shall be collected at the designated non-visible pollutant sampling locations shown on the Site Maps in Appendix B or in the locations determined by observed breaches, malfunctions, leakages, spills, operational areas, soil amendment application areas, and historical site usage areas that triggered the sampling event.

Grab samples shall be collected and preserved in accordance with the methods identified in the Table, “Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants” provided in Section 7.7.1.6. Only the QSP, or personnel trained in water quality sampling under the direction of the QSP shall collect samples.

Sample collection and handling requirements are described in Section 7.7.7.

7.7.1.6 Sample Analysis
Samples shall be analyzed using the analytical methods identified in the Table 7.12.

Samples will be analyzed by:

Fong Ranch Park SWPPP 49 February 2022
Laboratory Name: McCambell Analytical, Inc.

Street Address: 1534 Willow Street Road
City, State Zip: Pittsburg CA. 94565
Telephone Number: 925-252-9262
Point of Contact: Main McCambell
ELAP Certification
Number: 17025
Samples will be delivered to the laboratory by:

Driven by Contractor Yes No
Picked up by Laboratory Courier Yes No
Shipped Yes No
Airfield Park Ph 2 SWPPP 50 April 2021
Table 7.12 Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants Constituent Analytical Method
Minimum
Sample
Volume
Sample Containers Sample Preservation Reporting
Limit
Maximum
Holding
Time
Notes:

Fong Ranch Park SWPPP 51 February 2022

7.7.1.7 Data Evaluation and Reporting
The QSP shall complete an evaluation of the water quality sample analytical results.

Runoff/downgradient results shall be compared with the associated upgradient/unaffected results and any associated run-on results. Should the runoff/downgradient sample show an increased level of the tested analyte relative to the unaffected background sample, which cannot be explained by run-on results, the BMPs, site conditions, and surrounding influences shall be assessed to determine the probable cause for the increase.

As determined by the site and data evaluation, appropriate BMPs shall be repaired or modified to mitigate discharges of non-visible pollutant concentrations. Any revisions to the BMPs shall be recorded as an amendment to the SWPPP.

The General Permit prohibits the storm water discharges that contain hazardous substances equal to or in excess of reportable quantities established in 40 C.F.R. §§ 117.3 and 302.4. The results of any non-stormwater discharge results that indicate the presence of a hazardous substance in excess of established reportable quantities shall be immediately reported to the Regional Water Board and other agencies as required by 40 C.F.R. §§ 117.3 and 302.4.

Results of non-visible pollutant monitoring shall be reported in the Annual Report.

7.7.2 Sampling and Analysis Plan for pH and Turbidity in Stormwater Runoff Discharges
Sampling and analysis of runoff for pH and turbidity is required for this project. This Sampling and Analysis Plan describes the strategy for monitoring turbidity and pH levels of stormwater runoff discharges from the project site and run-on that may contribute to an exceedance of a Numeric Action Level (NAL).

Samples for turbidity will be collected from all drainage areas with disturbed soil areas and samples for pH will be collected from all drainage areas with a high risk of pH discharge.

7.7.2.1 Sampling Schedule
Stormwater runoff samples shall be collected for turbidity from all qualifying rain events that result in a discharge from the project site. At minimum, turbidity samples will be collected from each site discharge location draining a disturbed area. A minimum of three samples will be collected per day of discharge during a qualifying event. Samples should be representative of the total discharge from the project each day of discharge during the qualifying event. Typically, representative samples will be spaced in time throughout the daily discharge event.

Stormwater runoff samples shall be collected for pH from all qualifying rain events that result in a discharge from the project site. At minimum, pH samples will be collected from each site discharge location during project phases and drainage areas with a high risk of pH discharge. A minimum of three samples will be collected per day of discharge during a qualifying event.

Samples should be representative of the total discharge from the location each day of discharge during the qualifying event. Typically, representative samples will be spaced in time throughout the daily discharge event.

Stored or collected water from a qualifying storm event when discharged shall be tested for turbidity and pH (when applicable). Stored or collected water from a qualifying event may be Fong Ranch Park SWPPP 52 February 2022
sampled at the point it is released from the storage or containment area or at the site discharge location.

Run-on samples shall be collected whenever the QSP identifies that run-on has the potential to contribute to an exceedance of a NAL.

7.7.2.2 Sampling Locations
Sampling locations are based on the site runoff discharge locations and locations where run-on enters the site; accessibility for sampling; and personnel safety. Planned pH and turbidity sampling locations are shown on the Site Maps in Appendix B and include the locations identified in Table 7.13 and Table 7-14.

Table 7.13 Turbidity and pH Runoff Sample Locations
Sample Location
Number Sample Location Estimate of Site
Drainage (%)

7.7.2.3 Monitoring Preparation
Turbidity and pH samples will be collected and analyzed by:

Contractor
Yes No
Consultant Yes No
Laboratory Yes No
Owner Yes No
Samples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alternate(s)/Telephone Number:

An adequate stock of monitoring supplies and equipment for monitoring turbidity and will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, field meters, extra batteries; clean powder-free nitrile gloves, sample collection equipment, appropriate sample containers, paper towels, personal rain gear, and Effluent Sampling Field Log Sheets and CoC forms provided in CSMP Attachment 3 “Example Forms”.

The contractor will obtain and maintain the field testing instruments, as identified in Section

7.7.2.6, for analyzing samples in the field by contractor sampling personnel.

Fong Ranch Park SWPPP 53 February 2022
Samples on the project site will be collected by the following:

Company Name: McCambell Analytical, Inc.

Street Address: 1534 Willow Street Road
City, State, Zip: Pittsburg CA. 94565
Telephone Number: 925-252-9262
Point of Contact: Main McCambell
Name of Sampler(s):

Name of Alternate(s):

The QSP or his/her designee will contact McCambell Analytical, Inc. hours prior to a predicted rain event or for an unpredicted event, as soon as a rain event begins to ensure that adequate sample collection personnel, supplies for monitoring pH and turbidity are available and will be mobilized to collect samples on the project site in accordance with the sampling schedule.

7.7.2.4 Field Parameters
Samples shall be analyzed for the constituents indicated in the table below “Sample Collection, and Analysis for Monitoring Turbidity and pH.”
Table 7.15 Sample Collection and Analysis for Monitoring Turbidity and pH Parameter Test Method
Minimum
Sample
Volume(1)
Sample Collection
Container Type
Detection
Limit
(minimum)
Turbidity Field meter/probe with
calibrated portable instrument 500 mL
Polypropylene or Glass
(Do not collect in meter
sample cells)
1 NTU
pH
Field meter/probe with
calibrated portable instrument
or calibrated pH test kit
100 mL Polypropylene 0.2 pH units
Notes: 1 Minimum sample volume recommended. Specific volume requirements will vary by instrument; check instrument manufacturer instructions.

L – Liter
mL – Milliliter
NTU – Nephelometric Turbidity Unit

7.7.2.5 Sample Collection
Samples of discharge shall be collected at the designated runoff and run-on sampling locations shown on the Site Maps in Appendix B. Run-on samples shall be collected within close proximity of the point of run-on to the project.

Fong Ranch Park SWPPP 54 February 2022
Only personnel trained in water quality sampling and field measurements working under the direction of the QSP shall collect samples.

Sample collection and handling requirements are described in Section 7.7.7.

7.7.2.6 Field Measurements
Samples collected for field analysis, collection, analysis and equipment calibration shall be in accordance with the field instrument manufacturer’s specifications.

Immediately following collection, samples for field analysis shall be tested in accordance with the field instrument manufacturer’s instructions and results recorded on the Effluent Sampling Field Log Sheet.

The field instrument(s) listed in Table 7.16 will be used to analyze the following constituents:

Table 7.16 Field Instruments
Field Instrument
(Manufacturer and Model) Constituent
Eco Tester pH2 pH
Micro IPI & Model 20008 Turbidity
The manufacturers’ instructions are included in CSMP Attachment 4 “Field Meter Instructions”.

Field sampling staff shall review the instructions prior to each sampling event and follow the instructions in completing measurement of the samples.

The instrument(s) shall be maintained in accordance with manufacturer’s instructions.

The instrument(s) shall be calibrated before each sampling and analysis event.

Maintenance and calibration records shall be maintained with the SWPPP.

The QSP may authorize alternate equipment provided that the equipment meets the Construction General Permit’s requirements and the manufacturers’ instructions for calibration and use are added to CSMP Attachment 4 “Field Meter Instructions”.

7.7.2.7 Data Evaluation and Reporting
Numeric Action Levels
This project is subject to NALs for pH and turbidity (Table 7.17). Compliance with the NAL for pH and turbidity is based on a daily average. Upon receiving the field log sheets, the QSP shall immediately calculate the arithmetic average of the pH and turbidity samples to determine if the NALs, shown in the table below, have been exceeded.

Table 7.17 Numeric Action Levels
Parameter Unit Daily Average
pH pH units Lower NAL = 6.5
Upper NAL = 8.5
Fong Ranch Park SWPPP 55 February 2022
Table 7.17 Numeric Action Levels
Parameter Unit Daily Average
Turbidity NTU 250 NTU
The QSP shall within two days of the sample collection submit copies of the completed Effluent Sampling Field Log Sheets to Dennis Day.

In the event that the pH or turbidity NAL is exceeded, the QSP shall immediately notify Dennis Day and investigate the cause of the exceedance and identify corrective actions.

Exceedances of NALs shall be electronically reported to the State Water Board by Dennis Day through the SMARTs system within 10 days of the conclusion of the storm event. If requested by the Regional Board, a NAL Exceedance report will be submitted. The NAL Exceedance Report must contain the following information:

Analytical method(s), method reporting unit(s), and MDL(s) of each parameter; Date, place, time of sampling, visual observation, and/or measurements, including precipitation; and
Description of the current BMPs associated with the sample that exceeded the NAL and the proposed corrective actions taken.

Numeric Effluent Limitations
This project is subject to NELs for pH and turbidity (Table 7.18). Compliance with the NEL for pH and turbidity is based on a daily average. Upon receiving the field log sheets, the QSP shall immediately calculate the arithmetic average of the pH and turbidity samples to determine if the NELs, shown in the table below, have been exceeded.

Table 7.18 Numeric Effluent Limits Levels
Parameter Unit Daily Average
pH pH units Lower NEL = 6.0
Upper NEL = 9.0
Turbidity NTU 500 NTU
All pH and turbidity data shall be electronically reported to the State Water Board by Dennis Day through SMARTS within 5 days of the conclusion of each storm event.

In the event that the pH or turbidity NEL is exceeded, the QSP shall immediately notify Dennis Day and investigate the cause of the exceedance and identify corrective actions. Based on the results of the investigation, the QSP shall complete a NEL Violation Report.

Dennis Day shall implement the NEL exceedance reporting procedures.

Dennis Day shall electronically submit a NEL Violation Report through SMARTS within 24 hours identifying the exceedance. The NEL Violation Report must contain the following information:

Analytical method(s), method reporting unit(s), and MDL(s) of each parameter; Fong Ranch Park SWPPP 56 February 2022
Date, place, time of sampling, visual observation, and/or measurements, including precipitation; and
Description of the current BMPs associated with the sample that exceeded the NEL and the proposed corrective actions taken.

In the event that an NEL was exceeded during a storm event equal to or larger than the compliance storm event inches of rain in a 24 hour period), the NEL report entered in to SMARTS must also contain readings from the on-site rain gauge and nearby governmental rain gauge readings for verification.

In the event that the NEL exceedance was caused by run-on from a natural disaster (such as a forest fire) a NEL exemption justification shall be submitted with NEL report entered into SMARTS.

7.7.3 Additional Monitoring Following an NEL Exceedance This project is not subject to NELs.

7.7.4 Sampling and Analysis Plan for Non-Stormwater Discharges This Sampling and Analysis Plan for non-stormwater discharges describe the sampling and analysis strategy and schedule for monitoring pollutants in authorized and unauthorized non-stormwater discharges from the project site in accordance with the requirements of the Construction General Permit.

Sampling of non-stormwater discharges will be conducted when an authorized or unauthorized non-stormwater discharge is observed discharging from the project site. In the event that non-stormwater discharges run-on to the project site from offsite locations, and this run-on has the potential to contribute to a violation of a NAL, the run-on will also be sampled.

The following authorized non-stormwater discharges identified in Section 2.7, have the potential to be discharged from the project site.

Flushing water line for new point of connection
In addition to the above authorized stormwater discharges, some construction activities have the potential to result in an unplanned (unauthorized) non-stormwater discharge if BMPs fail. These activities include:

Pavement washing
Dust Control
Irrigation or domestic water line breaks
Washing tools
Equipment cleanup

7.7.4.1 Sampling Schedule
Samples of authorized or unauthorized non-stormwater discharges shall be collected when they are observed.

Fong Ranch Park SWPPP 57 February 2022

7.7.4.2 Sampling Locations
Samples shall be collected from the discharge point of the construction site where the non-stormwater discharge is running off the project site. Site discharge locations are shown on the Site Maps in SWPPP Appendix A and include the locations identified below.

One location on the project site and the contractor’s yard have been identified where non-stormwater discharges may runoff from the project site.

Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
1 No sampling locations have been identified for the collection of non-stormwater discharges that run-on to the project site.

Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)

7.7.4.3 Monitoring Preparation
Non-stormwater discharge samples will be collected by:

Contractor Yes No
Consultant Yes No
Laboratory Yes No

7.7.5 Sampling and Analysis Plan for Other Pollutants Required by the Regional Water Board
The Regional Water Board has not specified monitoring for additional pollutants.

7.7.6 Training of Sampling Personnel
Sampling personnel shall be trained to collect, maintain, and ship samples in accordance with the Surface Water Ambient Monitoring program (SWAMP) 2008 Quality Assurance Program Plan (QAPrP). Training records of designated contractor sampling personnel are provided in Appendix K.

The stormwater sampler(s) and alternate(s) have received the following stormwater sampling training:

Fong Ranch Park SWPPP 58 February 2022
Name Training
Qualified SWPPP Practitioner & Developer Training

7.7.7 Sample Collection and Handling

7.7.7.1 Sample Collection
Samples shall be collected at the designated sampling locations shown on the Site Maps and listed in the preceding sections. Samples shall be collected, maintained and shipped in accordance with the SWAMP 2008 Quality Assurance Program Plan (QAPrP).

Grab samples shall be collected and preserved in accordance with the methods identified in preceding sections.

To maintain sample integrity and prevent cross-contamination, sample collection personnel shall follow the protocols below.

Collect samples (for laboratory analysis) only in analytical laboratory-provided sample containers;
Wear clean, powder-free nitrile gloves when collecting samples; Change gloves whenever something not known to be clean has been touched; Change gloves between sites;
Decontaminate all equipment (e.g. bucket, tubing) prior to sample collection using a trisodium phosphate water wash, distilled water rinse, and final rinse with distilled water. (Dispose of wash and rinse water appropriately, i.e., do not discharge to storm drain or receiving water). Do not decontaminate laboratory provided sample containers; Do not smoke during sampling events;
Never sample near a running vehicle;
Do not park vehicles in the immediate sample collection area (even non-running vehicles);
Do not eat or drink during sample collection; and
Do not breathe, sneeze, or cough in the direction of an open sample container.

The most important aspect of grab sampling is to collect a sample that represents the entire runoff stream. Typically, samples are collected by dipping the collection container in the runoff flow paths and streams as noted below.
i. For small streams and flow paths, simply dip the bottle facing upstream until full. ii. For larger stream that can be safely accessed, collect a sample in the middle of the flow stream by directly dipping the mouth of the bottle. Once again making sure that the opening of the bottle is facing upstream as to avoid any contamination by the sampler. iii. For larger streams that cannot be safely waded, pole-samplers may be needed to safely access the representative flow.
iv. Avoid collecting samples from ponded, sluggish or stagnant water. v. Avoid collecting samples directly downstream from a bridge as the samples can be affected by the bridge structure or runoff from the road surface.

Fong Ranch Park SWPPP 59 February 2022
Note, that depending upon the specific analytical test, some containers may contain preservatives. These containers should never be dipped into the stream, but filled indirectly from the collection container.

7.7.7.2 Sample Handling
Turbidity and pH measurements must be conducted immediately. Do not store turbidity or pH samples for later measurement.

Samples for laboratory analysis must be handled as follows. Immediately following sample collection:

Cap sample containers;
Complete sample container labels;
Sealed containers in a re-sealable storage bag;
Place sample containers into an ice-chilled cooler;
Document sample information on the Effluent Sampling Field Log Sheet; and Complete the CoC.

All samples for laboratory analysis must be maintained between 0-6 degrees Celsius during delivery to the laboratory. Samples must be kept on ice, or refrigerated, from sample collection through delivery to the laboratory. Place samples to be shipped inside coolers with ice. Make sure the sample bottles are well packaged to prevent breakage and secure cooler lids with packaging tape.

Ship samples that will be laboratory analyzed to the analytical laboratory right away. Hold times are measured from the time the sample is collected to the time the sample is analyzed. The General Permit requires that samples be received by the analytical laboratory within 48 hours of the physical sampling (unless required sooner by the analytical laboratory).

Laboratory Name: Bryan Environmental, Inc.

Address: PO Box, 462
City, State Zip: Elk Grove CA. 95758
Telephone Number: 916-801-8982
Point of Contact: Michael Mark

7.7.7.3 Sample Documentation Procedures
All original data documented on sample bottle identification labels, Effluent Sampling Field Log Sheet, and CoCs shall be recorded using waterproof ink. These shall be considered accountable documents. If an error is made on an accountable document, the individual shall make corrections by lining through the error and entering the correct information. The erroneous information shall not be obliterated. All corrections shall be initialed and dated.

Duplicate samples shall be identified consistent with the numbering system for other samples to prevent the laboratory from identifying duplicate samples. Duplicate samples shall be identified in the Effluent Sampling Field Log Sheet.

Sample documentation procedures include the following:

Fong Ranch Park SWPPP 60 February 2022
Sample Bottle Identification Labels: Sampling personnel shall attach an identification label to each sample bottle. Sample identification shall uniquely identify each sample location.

Field Log Sheets: Sampling personnel shall complete the Effluent Sampling Field Log Sheet and Receiving Water Sampling Field Log Sheetfor each sampling event, as appropriate.

Chain of Custody: Sampling personnel shall complete the CoC for each sampling event for which samples are collected for laboratory analysis. The sampler will sign the CoC when the sample(s) is turned over to the testing laboratory or courier.

7.8 Active Treatment System Monitoring
An Active Treatment System (ATS) will be deployed on the site? Yes No
This project does not require a project specific Sampling and Analysis Plan for an ATS because deployment of an ATS is not planned.

7.9 Bioassessment Monitoring
This project is not subject to bioassessment monitoring because it is not a Risk Level 3 project.

This project will disturb 30 acres or more Yes No
This project directly discharges runoff to a freshwater wadable stream (or streams). Yes No
This project is not subject to bioassessment monitoring because it does not meet both of the permit specified trigger requirements.

7.10 Watershed Monitoring Option
This project is not participating in a watershed monitoring option.

7.11 Quality Assurance and Quality Control
An effective Quality Assurance and Quality Control (QA/QC) plan shall be implemented as part of the CSMP to ensure that analytical data can be used with confidence. QA/QC procedures to be initiated include the following:

Field logs;
Clean sampling techniques;
CoCs;
QA/QC Samples; and
Data verification.

Each of these procedures is discussed in more detail in the following sections.

Fong Ranch Park SWPPP 61 February 2022

7.11.1 Field Logs
The purpose of field logs is to record sampling information and field observations during monitoring that may explain any uncharacteristic analytical results. Sampling information to be included in the field log include the date and time of water quality sample collection, sampling personnel, sample container identification numbers, and types of samples that were collected.

Field observations should be noted in the field log for any abnormalities at the sampling location (color, odor, BMPs, etc.). Field measurements for pH and turbidity should also be recorded in the field log. A Visual Inspection Field Log, an Effluent Sampling Field Log Sheet, are included in CSMP Attachment 3 “Example Forms”.

7.11.2 Clean Sampling Techniques
Clean sampling techniques involve the use of certified clean containers for sample collection and clean powder-free nitrile gloves during sample collection and handling. As discussed in Section

7.7.7, adoption of a clean sampling approach will minimize the chance of field contamination and questionable data results.

7.11.3 Chain of Custody
The sample CoC is an important documentation step that tracks samples from collection through analysis to ensure the validity of the sample. Sample CoC procedures include the following:

Proper labeling of samples;
Use of CoC forms for all samples; and
Prompt sample delivery to the analytical laboratory.

Analytical laboratories usually provide CoC forms to be filled out for sample containers. An example CoC is included in CSMP Attachment 3 “Example Forms”.

7.11.4 QA/QC Samples
QA/QC samples provide an indication of the accuracy and precision of the sample collection; sample handling; field measurements; and analytical laboratory methods. The following types of QA/QC will be conducted for this project:

Field Duplicates at a frequency of 5 percent or 1 duplicate minimum per sample event (Required for all sampling plans with field measurements or laboratory analysis) Equipment Blanks at a frequency of (Only needed if equipment used to collect samples could add the pollutants to sample)
Field Blanks at a frequency of (Only required if sampling method calls for field blanks) Travel Blanks at a frequency of (Required for sampling plans that include VOC laboratory analysis)

7.11.4.1 Field Duplicates
Field duplicates provide verification of laboratory or field analysis and sample collection.

Duplicate samples shall be collected, handled, and analyzed using the same protocols as primary samples. The sample location where field duplicates are collected shall be randomly selected from the discharge locations. Duplicate samples shall be collected immediately after the primary sample has been collected. Duplicate samples must be collected in the same manner and as close Fong Ranch Park SWPPP 62 February 2022
in time as possible to the original sample. Duplicate samples shall not influence any evaluations or conclusion.

7.11.4.2 Equipment Blanks
Equipment blanks provide verification that equipment has not introduced a pollutant into the sample. Equipment blanks are typically collected when:

New equipment is used;
Equipment that has been cleaned after use at a contaminated site; Equipment that is not dedicated for surface water sampling is used; or Whenever a new lot of filters is used when sampling metals.

7.11.4.3 Field Blanks
Field blanks assess potential sample contamination levels that occur during field sampling activities. De-ioninzed water field blanks are taken to the field, transferred to the appropriate container, and treated the same as the corresponding sample type during the course of a sampling event.

7.11.4.4 Travel Blanks
Travel blanks assess the potential for cross-contamination of volatile constituents between sample containers during shipment from the field to the laboratory. De-ioninzed water blanks are taken along for the trip and held unopened in the same cooler with the VOC samples.

7.11.5 Data Verification
After results are received from the analytical laboratory, the QSP shall verify the data to ensure that it is complete, accurate, and the appropriate QA/QC requirements were met. Data must be verified as soon as the data reports are received. Data verification shall include:

Check the CoC and laboratory reports.

Make sure all requested analyses were performed and all samples are accounted for in the reports.

Check laboratory reports to make sure hold times were met and that the reporting levels meet or are lower than the reporting levels agreed to in the contract.

Check data for outlier values and follow up with the laboratory.

Occasionally typographical errors, unit reporting errors, or incomplete results are reported and should be easily detected. These errors need to be identified, clarified, and corrected quickly by the laboratory. The QSP should especially note data that is an order of magnitude or more different than similar locations, or is inconsistent with previous data from the same location.

Check laboratory QA/QC results.

EPA establishes QA/QC checks and acceptable criteria for laboratory analyses. These data are typically reported along with the sample results. The QSP shall evaluate the reported QA/QC data to check for contamination (method, field, and equipment blanks), precision (laboratory matrix spike duplicates), and accuracy (matrix spikes and laboratory control samples). When QA/QC checks are outside acceptable ranges, the Fong Ranch Park SWPPP 63 February 2022
laboratory must flag the data, and usually provides an explanation of the potential impact to the sample results.

Check the data set for outlier values and, accordingly, confirm results and re-analyze samples where appropriate.

Sample re-analysis should only be undertaken when it appears that some part of the QA/QC resulted in a value out of the accepted range. Sample results may not be discounted unless the analytical laboratory identifies the required QA/QC criteria were not met and confirms this in writing.

Field data including inspections and observations must be verified as soon as the field logs are received, typically at the end of the sampling event. Field data verification shall include:

Check field logs to make sure all required measurements were completed and appropriately documented;
Check reported values that appear out of the typical range or inconsistent; Follow-up immediately to identify potential reporting or equipment problems, if appropriate, recalibrate equipment after sampling;
Verify equipment calibrations;
Review observations noted on the field logs; and
Review notations of any errors and actions taken to correct the equipment or recording errors.

7.12 Records Retention
All records of stormwater monitoring information and copies of reports (including Annual Reports) must be retained for a period of at least three years from date of submittal or longer if required by the Regional Water Board.

Results of visual monitoring, field measurements, and laboratory analyses must be kept in the SWPPP along with CoCs, and other documentation related to the monitoring.

Records are to be kept onsite while construction is ongoing. Records to be retained include:

The date, place, and time of inspections, sampling, visual observations, and/or measurements, including precipitation;
The individual(s) who performed the inspections, sampling, visual observation, and/or field measurements;
The date and approximate time of field measurements and laboratory analyses; The individual(s) who performed the laboratory analyses; A summary of all analytical results, the method detection limits and reporting limits, and the analytical techniques or methods used;
Rain gauge readings from site inspections;
QA/QC records and results;
Calibration records;
Visual observation and sample collection exemption records; The records of any corrective actions and follow-up activities that resulted from analytical results, visual observations, or inspections; NAL Exceedance Reports
NEL Violation Reports.

Fong Ranch Park SWPPP 64 February 2022
CSMP Attachment 1: Weather Reports
Fong Ranch Park SWPPP 65 February 2022
CSMP Attachment 2: Monitoring Records
Fong Ranch Park SWPPP 66 February 2022
CSMP Attachment 3: Example Forms
Fong Ranch Park SWPPP 67 February 2022
Rain Gauge Log Sheet
Construction Site Name: Fong Ranch Park
WDID #:

Date
(mm/dd/yy)
Time
(24-hr) Initials Rainfall Depth
(Inches) Notes:

Fong Ranch Park SWPPP 68 February 2022
Risk Level 1, 2, 3
Visual Inspection Field Log Sheet
Date and Time of Inspection: Report Date:

Inspection Type: Weekly Before
predicted
rain
During
rain
event
Following
qualifying
rain event
Contained
stormwater
release
Quarterly
non-
stormwater
Site Information
Construction Site Name: Fong Ranch Park
Construction stage and
completed activities:

Approximate area
of exposed site:

Weather and Observations
Date Rain Predicted to Occur: Predicted % chance of rain:

Estimate storm beginning:
(date and time)
Estimate storm
duration:_________
(hours)
Estimate time
since last storm:
________
(days or hours)
Rain gauge
reading:
_______
(inches)
Observations: If yes identify location
Odors Yes No
Floating material Yes No
Suspended Material Yes No
Sheen Yes No
Discolorations Yes No
Turbidity Yes No
Site Inspections
Outfalls or BMPs Evaluated Deficiencies Noted
(add additional sheets or attached detailed BMP Inspection Checklists) Photos Taken: Yes No Photo Reference IDs:

Corrective Actions Identified (note if SWPPP/REAP change is needed) Inspector Information
Inspector Name: Inspector Title:

Signature: Date:

Fong Ranch Park SWPPP 69 February 2022
Risk Level 2
Effluent Sampling Field Log Sheets
Construction Site Name: Fong Ranch Park Date: Time Start:

Sampler:

Sampling Event Type: Stormwater Non-
stormwater
Non-visible pollutant
Field Meter Calibration
pH Meter ID No./Desc.:

Calibration Date/Time:

Turbidity Meter ID No./Desc.:

Calibration Date/Time:

Field pH and Turbidity Measurements
Discharge Location Description pH Turbidity Time
Grab Samples Collected
Discharge Location Description Sample Type Time
Additional Sampling Notes:

Time End:

Fong Ranch Park SWPPP 70 February 2022
NAL or NEL Exceedance Evaluation Summary Report Page __ of __ Project Name Fong Ranch Park
Project WDID
Project Location 3701 Fong Ranch Rd. , Sacramento
Date of Exceedance
Type of Exceedance
NAL Daily Average pH Turbidity
NEL Daily Average pH Turbidity
Other (specify)
Measurement or
Analytical Method
Field meter
(Sensitivity: )
Lab method (specify)
(Reporting Limit: )
(MDL: )
Calculated Daily
Average
pH pH units
Turbidity NTU
Rain Gauge
Measurement inches
Compliance Storm
Event inches (5-year, 24-hour event)
Visual Observations
on Day of
Exceedance
Fong Ranch Park SWPPP 71 February 2022
NAL or NEL Exceedance Evaluation Summary Report Page __ of __ Description of BMPs
in Place at Time of
Event
Initial Assessment
of Cause
Corrective Actions
Taken (deployed
after exceedance)
Additional
Corrective Actions
Proposed
Report Completed
By
(Print Name, Title)
Signature
Fong Ranch Park SWPPP 72 February 2022
CHAIN-OF-CUSTODY DATE: Lab ID:

DESTINATION LAB:

REQUESTED
ANALYSIS Notes:

ATTN:

ADDRESS:

Office Phone:

Cell Phone:

SAMPLED BY:

Contact:

Project Name
Client Sample ID Sample Sample Sample Container
Date Time Matrix # Type Pres.

SENDER COMMENTS:

RELINQUISHED
BY
Signature:

Print:

Company:

Date: TIME:

LABORATORY COMMENTS: RECEIVED BY
Signature:

Print:

Company:

Date: TIME:

Fong Ranch Park SWPPP 73 February 2022
CSMP Attachment 4: Field Meter Instructions
Fong Ranch Park SWPPP 74 February 2022
CSMP Attachment 5: Supplemental Information
Fong Ranch Park SWPPP 75 February 2022
Section 8 References
Fong Ranch Park Project Plans and Specifications No. L19146500 dated February 2022 prepared by City of Sacramento, Department of Youth, Parks and Community Enrichment.

State Water Resources Control Board (2009). Order 2009-0009-DWQ, NPDES General Permit No. CAS000002: National Pollutant Discharges Elimination System (NPDES) California General Permit for Storm Water Discharge Associated with Construction and Land Disturbing Activities. Available on-line at:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.shtml.

State Water Resources Control Board (2010). Order 2010-0014-DWQ, NPDES General Permit No. CAS000002: National Pollutant Discharges Elimination System (NPDES) California General Permit for Storm Water Discharge Associated with Construction and Land Disturbing Activities. Available on-line at:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.shtml.

CASQA 2009, Stormwater BMP Handbook Portal: Construction, November 2009, www.casqa.org
California Water Board, State Water Resources Control Board , Construction General Permit Risk Assessment R-Factor Calculation, Revised March 2012.

Fong Ranch Park SWPPP 76 February 2022
Calculating R Factor
R factor = 3.73
K & LS Factors
K factor = 0.24
LS factor = 5.81
Fong Ranch Park SWPPP 77 February 2022
Fong Ranch Park SWPPP 78 February 2022
Permit Registration Documents included in this Appendix Y/N Permit Registration Document
Y Notice of Intent
Y Risk Assessment
Y Certification
N Post Construction Water Balance
Y Copy of Annual Fee Receipt
N ATS Design Documents
N Site Map, see Appendix B
Fong Ranch Park SWPPP 79 February 2022
Fong Ranch Park SWPPP 80 February 2022
SWPPP Amendment No.

Project Name: Fong Ranch Park
Project Number: L19146500
Qualified SWPPP Developer’s Certification of the
Stormwater Pollution Prevention Plan Amendment
“This Stormwater Pollution Prevention Plan and attachments were prepared under my direction to meet the requirements of the California Construction General Permit (SWRCB Order No. 2009-009-DWQ as amended by 2010-0014-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below.”
QSD’s Signature Date
QSD Name QSD Certificate Number
Title and Affiliation Telephone
Address Email
Fong Ranch Park SWPPP 81 February 2022
Log of Updated PRDs
The General Permit allows for the reduction or increase of the total acreage covered under the General Permit when a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.

Modified PRDs shall be filed electronically within 30 days of a reduction or increase in total disturbed area if a change in permit covered acreage is to be sought. The SWPPP shall be modified appropriately, with revisions and amendments recorded in Appendix C. Updated PRDs submitted electronically via SMARTS can be found in this Appendix.

This appendix includes all of the following updated PRDs (check all that apply):

Revised Notice of Intent (NOI);
Revised Site Map;
Revised Risk Assessment;
New landowner’s information (name, address, phone number, email address); and New signed certification statement.

Legally Responsible Person
Signature of Legally Responsible Person or
Approved Signatory
Date
Name of Legally Responsible Person or Approved
Signatory
Telephone Number
Fong Ranch Park SWPPP 82 February 2022
Fong Ranch Park SWPPP 83 February 2022
Table G.a POLLUTANTS ASSOCIATED WITH CONSTRUCTION ACTIVITIES General Work Activity/
Products With Potential
Stormwater Pollutants
Specific Work Activity/Products With
Potential Stormwater Pollutants Pollutant Categories
Adhesives Adhesives, glues, resins, epoxy synthetics,
PVC cement
Caulks, sealers, putty, sealing agents and
Coal tars (naphtha, pitch)
Oil and Grease, Synthetic
Organics1
Asphalt paving/curbs Hot and cold mix asphalt Oil and Grease Cleaners Cleaners, ammonia, lye, caustic sodas,
bleaching agents and chromate salts
Metals, Synthetic Organics
Concrete / Masonry Cement and brick dust
Colored chalks
Concrete curing compounds
Glazing compounds
Surfaces cleaners
Saw cut slurries
Tile cutting
Metals, Synthetic Organics
Liquid waste Wash waters
Irrigation line testing/flushing
Metals, Synthetic Organics
Planting / Vegetation Management Vegetation control (pesticides/herbicides) Planting
Plant maintenance
Vegetation removal
Nutrients, Metals,
Synthetic Organics
Plumbing Solder (lead, tin), flux (zinc chloride), pipe fitting
Galvanized metal in nails, fences, and electric
wiring
Metals, Synthetic Organics
Domestic Water Line Flushing Chlorinated water Synthetic Organics Demolition Demolition of asphalt, concrete, masonry,
framing, roofing, metal structures.

Metals, Oil and Grease,
Synthetic Organics
Sanitary waste Portable toilets
Disturbance of existing sewer lines.

Nutrients
Soil preparation/amendments Use of soil additives/amendments Nutrients Solid waste Litter, trash and debris
Vegetation
Gross Pollutants
Utility line testing and flushing Hydrostatic test water Pipe flushing
Synthetic Organics
Vehicle and equipment use Equipment operation
Equipment maintenance
Equipment washing
Equipment fueling
Oil and Grease
Fong Ranch Park SWPPP 84 February 2022
Table G.a POLLUTANTS ASSOCIATED WITH CONSTRUCTION ACTIVITIES General Work Activity/
Products With Potential
Stormwater Pollutants
Specific Work Activity/Products With
Potential Stormwater Pollutants Pollutant Categories
1 Synthetic Organics are defined in Table 1.2 of the CASQA Stormwater BMP Handbook Portal: Construction as adhesives, cleaners, sealants, solvents, etc. These are generally categorized as VOCs or SVOCs.

Fong Ranch Park SWPPP 85 February 2022
Table G.1 Construction Activities and Associated Pollutants Phase Activity Associated Materials or
Pollutants Pollutant Category(1)
Grading and Land
Development
Streets and Utilities
Phase
Vertical
Construction Phase
Landscaping and Site
Stabilization Phase
(1) Categories per CASQA BMP Handbook (i.e., Sediment, Nutrients, Bacteria and Viruses, Oil and Grease, Metals, Synthetic Organics, Pesticides, Gross Pollutants, and Vector Production) Fong Ranch Park SWPPP 86 February 2022
Fong Ranch Park SWPPP 87 February 2022

BMP INSPECTION REPORT
Date and Time of Inspection: Date Report Written:

Inspection Type:
(Circle one)
Weekly
Complete Parts
I,II,III and VII
Pre-Storm
Complete Parts
I,II,III,IV and VII
During Rain Event
Complete Parts I, II,
III, V, and VII
Post-Storm
Complete Parts
I,II,III,VI and VII
Part I. General Information
Site Information
Construction Site Name: Fong ranch Park
Construction stage and
completed activities:

Approximate area
of site that is exposed:

Photos Taken:
(Circle one) Yes No
Photo Reference IDs:

Weather
Estimate storm beginning:
(date and time)
Estimate storm duration:
(hours)
Estimate time since last storm:
(days or hours)
Rain gauge reading and location:
(in)
Is a “Qualifying Event” predicted or did one occur (i.e., 0.5” rain with 48-hrs or greater between events)? (Y/N) If yes, summarize forecast:

Exemption Documentation (explanation required if inspection could not be conducted). Visual inspections are not required outside of business hours or during dangerous weather conditions such as flooding or electrical storms.

Inspector Information
Inspector Name: Inspector Title:

Signature: Date:

Fong Ranch Park SWPPP 88 February 2022
Part II. BMP Observations. Describe deficiencies in Part III.

Minimum BMPs for Risk Level _____ Sites
Failures or
other short
comings
(yes, no, N/A)
Action
Required
(yes/no)
Action
Implemented
(Date)
Good Housekeeping for Construction Materials
Inventory of products (excluding materials designed to be outdoors)
Stockpiled construction materials not actively in use are covered and bermed
All chemicals are stored in watertight containers with
appropriate secondary containment, or in a completely
enclosed storage shed
Construction materials are minimally exposed to precipitation BMPs preventing the off-site tracking of materials are
implemented and properly effective
Good Housekeeping for Waste Management
Wash/rinse water and materials are prevented from being disposed into the storm drain system
Portable toilets are contained to prevent discharges of waste Sanitation facilities are clean and with no apparent for leaks and spills
Equipment is in place to cover waste disposal containers at the end of business day and during rain events
Discharges from waste disposal containers are prevented from discharging to the storm drain system / receiving water Stockpiled waste material is securely protected from wind and rain if not actively in use
Procedures are in place for addressing hazardous and non- hazardous spills
Appropriate spill response personnel are assigned and trained Equipment and materials for cleanup of spills is available onsite
Washout areas (e.g., concrete) are contained appropriately to prevent discharge or infiltration into the underlying soil Good Housekeeping for Vehicle Storage and Maintenance
Measures are in place to prevent oil, grease, or fuel from leaking into the ground, storm drains, or surface waters All equipment or vehicles are fueled, maintained, and stored in a designated area with appropriate BMPs
Vehicle and equipment leaks are cleaned immediately and disposed of properly
Fong Ranch Park SWPPP 89 February 2022
Part II. BMP Observations Continued. Describe deficiencies in Part III.

Minimum BMPs for Risk Level _____ Sites
Adequately
designed,
implemented and
effective
(yes, no, N/A)
Action
Required
(yes/no)
Action
Implemented
(Date)
Good Housekeeping for Landscape Materials
Stockpiled landscape materials such as mulches and topsoil are contained and covered when not actively in use
Erodible landscape material has not been applied 2 days before a forecasted rain event or during an event
Erodible landscape materials are applied at quantities and rates in accordance with manufacturer recommendations
Bagged erodible landscape materials are stored on pallets and covered
Good Housekeeping for Air Deposition of Site Materials
Good housekeeping measures are implemented onsite to
control the air deposition of site materials and from site operations
Non-Stormwater Management
Non-Stormwater discharges are properly controlled
Vehicles are washed in a manner to prevent non-stormwater discharges to surface waters or drainage systems
Streets are cleaned in a manner to prevent unauthorized non- stormwater discharges to surface waters or drainage
systems.

Erosion Controls
Wind erosion controls are effectively implemented
Effective soil cover is provided for disturbed areas inactive (i.e., not scheduled to be disturbed for 14 days) as well as finished slopes, open space, utility backfill, and completed lots The use of plastic materials is limited in cases when a more sustainable, environmentally friendly alternative exists.

Sediment Controls
Perimeter controls are established and effective at controlling erosion and sediment discharges from the site
Entrances and exits are stabilized to control erosion and sediment discharges from the site
Sediment basins are properly maintained
Run-On and Run-Off Controls
Run-on to the site is effectively managed and directed away from all disturbed areas.

Fong Ranch Park SWPPP 90 February 2022
Other
Are the project SWPPP and BMP plan up to date, available on-site and being properly implemented?
Part III. Descriptions of BMP Deficiencies
Deficiency
Repairs Implemented:

Note - Repairs must begin within 72 hours of identification and, complete repairs as soon as possible.

Start Date Action

1. 2.

3. 4.

Part IV. Additional Pre-Storm Observations. Note the presence or absence of floating and suspended materials, sheen, discoloration, turbidity, odors, and source(s) of pollutants(s).

Yes, No, N/A
Do stormwater storage and containment areas have adequate freeboard? If no, complete Part III.

Are drainage areas free of spills, leaks, or uncontrolled pollutant sources? If no, complete Part VII and describe below.

Notes:

Are stormwater storage and containment areas free of leaks? If no, complete Parts III and/or VII and describe below.

Notes:

Fong Ranch Park SWPPP 91 February 2022
Part V. Additional During Storm Observations. If BMPs cannot be inspected during inclement weather, list the results of visual inspections at all relevant outfalls, discharge points, and downstream locations. Note odors or visible sheen on the surface of discharges. Complete Part VII (Corrective Actions) as needed.

Outfall, Discharge Point, or Other Downstream Location
Location Description
Location Description
Location Description
Location Description
Location Description
Location Description
Location Description
Location Description
Fong Ranch Park SWPPP 92 February 2022
Part VI. Additional Post-Storm Observations. Visually observe (inspect) stormwater discharges at all discharge locations within two business days (48 hours) after each qualifying rain event, and observe (inspect) the discharge of stored or contained stormwater that is derived from and discharged subsequent to a qualifying rain event producing precipitation of ½ inch or more at the time of discharge. Complete Part VII (Corrective Actions) as needed.

Discharge Location, Storage
or Containment Area
Visual Observation
Part VII. Additional Corrective Actions Required. Identify additional corrective actions not included with BMP Deficiencies (Part III) above. Note if SWPPP change is required.

Required Actions Implementation Date
Fong Ranch Park SWPPP 93 February 2022
Fong Ranch Park SWPPP 94 February 2022
Rain Event Action Plan (REAP)
Date of REAP Date of REAP Date of REAP Date of REAP
Date Rain Predicted to Occur:

Date Rain
Predicted to
Occur:

Date Rain Predicted to
Occur:

Fong Ranch Park SWPPP 95 February 2022
Predicted Rain Event Triggered Actions
Below is a list of suggested actions and items to review for this project. Each active Trade should check all material storage areas, stockpiles, waste management areas, vehicle and equipment storage and maintenance, areas of active soil disturbance, and areas of active work to ensure the proper implementation of BMPs. Project-wide BMPs should be checked and cross- referenced to the BMP progress map.

Trade or Activity Suggested action(s) to perform / item(s) to review prior to rain event Information & Scheduling Inform trade supervisors of predicted rain Check scheduled activities and reschedule as needed
Alert erosion/sediment control provider
Alert sample collection contractor (if applicable)
Check Erosion and Sediment Control (ESC) material stock Review BMP progress map
Other:___________________________________
________________________________________
________________________________________
Material storage areas Material under cover or in sheds (ex: treated woods and metals) Perimeter control around stockpiles
Other:___________________________________
________________________________________
__________________________________
Waste management areas Dumpsters closed
Drain holes plugged
Recycling bins covered
Sanitary stations bermed and protected from tipping
Other:___________________________________
________________________________________
________________________________________
Trade operations Exterior operations shut down for event (e.g., no concrete pours or paving) Soil treatments (e.g.,: fertilizer) ceased within 24 hours of event Materials and equipment (ex: tools) properly stored and covered Waste and debris disposed in covered dumpsters or removed from site Trenches and excavations protected
Perimeter controls around disturbed areas
Fueling and repair areas covered and bermed
Other:___________________________________
________________________________________
__________________________________
Site ESC BMPs Adequate capacity in sediment basins and traps Site perimeter controls in place
Catch basin and drop inlet protection in place and cleaned Temporary erosion controls deployed
Temporary perimeter controls deployed around disturbed areas and stockpiles Roads swept; site ingress and egress points stabilized
Other:___________________________________
________________________________________
__________________________________
Concrete rinse out area Adequate capacity for rain
Wash-out bins covered
Other:___________________________________
________________________________________
__________________________________
Spill and drips All incident spills and drips, including paint, stucco, fuel, and oil cleaned Drip pans emptied
Other:___________________________________
________________________________________
__________________________________
Continued on next page.

Fong Ranch Park SWPPP 96 February 2022
Other / Discussion /
Diagrams
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
Attach a printout of the weather forecast from the NOAA website to the Pre-Storm Event Inspection I certify under penalty of law that this Pre-Storm Event Inspection will be performed in accordance with the General Permit and City of Sacramento’s requirements by me or under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

______________________________________________________Date: __________________________ Qualified SWPPP Practitioner (Use ink please)
Fong Ranch Park SWPPP 97 February 2022
Appendix K: Training Reporting Form____________________ Trained Contractor Personnel Log
Stormwater Management Training Log and Documentation
Project Name: Fong Ranch Park
WDID #:

Stormwater Management Topic: (check as appropriate)
Erosion Control Sediment Control
Wind Erosion Control Tracking Control
Non-Stormwater Management Waste Management and Materials Pollution Control Stormwater Sampling
Specific Training Objective:

Location: Date: _
Instructor: Telephone:

Course Length (hours):

Attendee Roster (Attach additional forms if necessary)
Name Company Phone
As needed, add proof of external training (e.g., course completion certificates, credentials for QSP, QSD).

Fong Ranch Park SWPPP 98 February 2022
Appendix L: Responsible Parties________________________ Authorization of Approved Signatories
Project Name: Fong Ranch Park
WDID #:

Name of
Personnel
Project Role Company Signature Date
Jason
Wiesemann
Approved
Signatory
City of
Sacramento
Dennis Day Approved
Signatory
City of
Sacramento
Tin-Wah Wong Approved
Signatory
City of
Sacramento
Jeff Nittka Approved
Signatory
City of
Sacramento
____________________________ ______________________________ LRP’s Signature Date
_Christopher Conlin_______ ____916-808-8526_________
LRP Name and Title Telephone Number
Fong Ranch Park SWPPP 99 February 2022
Identification of QSP
Project Name: Fong Ranch Park
WDID #:

The following are QSPs associated with this project
Name of Personnel(1) Company Date QSP Certificate #
Dennis Day City of Sacramento 10/30/21 21749
(1) If additional QSPs are required on the job site add additional lines and include information here Fong Ranch Park SWPPP 100 February 2022
Fong Ranch Park SWPPP 101 February 2022
A Copy of the General Permit is available at :
http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.shtml

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
8/22/2022
Arthur J. Gallagher & Co. Insurance Brokers of CA, Inc. 2121 N. California Blvd., Suite 350
Walnut Creek CA 94596

CERTIFICATE REQUESTS
415-391-1500
415-391-1882
[email protected]
License#: 0726293
RSUI Indemnity Company
22314
WABOLAN-02
State Compensation Insurance Fund of CA
35076
WABO Landscape & Construction, Inc.
726 Alfred Nobel Drive
Hercules CA 94547
Valley Forge Insurance Company
20508
American Casualty Company of Reading, PA
20427
Westfield Specialty Insurance Company
16992
85414605
C
X
1,000,000
X
500,000
15,000
1,000,000
2,000,000
X
Y
Y
4019896207
1/1/2022
1/1/2023
2,000,000
D
1,000,000
X
X
X
X
Comp/Coll
X
Ded:$1,000
Y
Y
4019896241
1/1/2022
1/1/2023
A
X
5,000,000
X
NHA253023
1/1/2022
1/1/2023
5,000,000
B
X
Y
90838042022
1/1/2022
1/1/2023
1,000,000
1,000,000
1,000,000
E
EXCESS LIABILITY - 2ND LAYER
XSL00003M0
1/1/2022
1/1/2023

EACH OCCURRENCE

AGGREGATE
5,000,000
5,000,000
See addendum attached.

WABO Job Number: 902
RE: FONG RANCH PARK (PN: L191456599) Bid #B22191121917
ADDITIONAL INSURED(S): The City, its officials, employees and volunteers City Of Sacramento, Contracts and Labor Compliance
5730 24th Street, Building 4
Sacramento CA 95822

AGENCY CUSTOMER ID:

LOC #:

Page ofADDITIONAL REMARKS SCHEDULE

AGENCY NAMED INSURED

POLICY NUMBER

CARRIER NAIC CODE
EFFECTIVE DATE:

ADDITIONAL REMARKS

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE:

The ACORD name and logo are registered marks of ACORD
11 WABO Landscape & Construction, Inc.
726 Alfred Nobel Drive
Hercules, CA 94547
SEE PAGE 1
SEE PAGE 1 SEE P 1 SEE PAGE 1
ACORD 25 Certificate of Liability Insurance
The Producer will endeavor to mail 30 days written notice to the Certificate Holder named on the certificate if any policy listed on the certificate is cancelled prior to the expiration date. Failure to do so shall impose no obligation or liability of any kind upon the Producer or otherwise alter the policy terms.

GENERAL LIABILITY:

CNA75079XX 10-16
CNA75008XX 10-16
CNA75061XX 01-15
AUTOMOBILE:

CA0444 10-13
CNA71527XX 10-12
Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage Endorsement
Waiver of Transfer of Rights of Recovery Against Others to the Insurer Endorsement General Aggregate Limit - Per Project Endorsement
Waiver of Transfer Rights of Recovery
Additional Insured - Primary and Non-Contributory
WORKERS COMPENSATION:
10217 {REV.4-2018} Waiver of Subrogation – Blanket Basis

Blanket Additional Insured - Owners, Lessees or
Contractors - with Products-Completed
Operations Coverage Endorsement

CNA75079XX (10-16) Policy No: 4019896207

Page 1 of 2 ends

Sacramento City CouncilSeptember 20, 2022

Sacramento City Council
September 20, 2022