SPECIAL PROVISIONS
SPECIAL PROVISIONS FOR:MATSUI PARK HANAMI LINEI. GENERAL REQUIREMENTSOne Hundred Twenty (120) Working Daysand Thirty (30)Calendar Days The designated lowest responsible bidder shall provide a Schedule of Unit Prices to the Landscape Architect prior to the award of the Contract.
City Project Manager
seven (7) calendar daysBid Summary and Notification of Award Recommendation seven (7) calendar daysBid Summary and Notification of Award Recommendation ItemProduct DataShop DrawingsMock-up or Sample
One (1) copy a digitally scanned copy
CWTA REQUIREMENTS
II. ITEMS OF THE BASE BID PROPOSALItem No. 1 - Temporary Construction FenceItem No. 2 - Site MobilizationThis item shall consist of Site Mobilization, site maintenance and demobilization in and establishing the work zones, establishing healthy and safety procedures, performing site maintenance and cleanup, and moving out of the work site, in conformance of the Standard Specifications and these Special Provisions.A. Rubbish and Trash – Collect rubbish and trash daily. Do not allow rubbish and trash to collect such that a safety or fire hazard exists or nuisance or bad appearance. B. Site Maintenance – promptly decontaminate and remove materials or equipment that have served their use on the site. At the end of each day, perform the following:1. Secure the site.2. Store equipment and materials in locations approved by the city construction inspector. 3. Disconnect water and power (except as needed for health and safety and security.C. Final Cleanup and Demobilization1. Upon completion of the Work, decontaminate (if necessary) and remove all materials and equipment brought to the site. 2. Leave the Site clear of all debris, including, thoroughly sweeping all paved areas.3. Remove any temporary construction fencing that was installed.4. Repair any damage to fences, buildings, streets, parking lots, curbs, landscaping, and other property caused by Constructor’s activities. 5. Decontaminate all equipment, vehicles, or other items prior to removal from the Site. Item No. 3 - Site StakingThis item shall consist of Construction Staking the existing surface to the lines for the park development shown on the plans in conformance of the Standard Specifications and these Special Provisions.
A. Staking: 4. Vertical control is established by the benchmark indicated on the drawings.5. 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.Item No. 4 - Site Clearing and Grubbing Item No. 5 – Demolition
Item No. 6 – Sawcut Existing Asphalt PavementItem No. 7 - Erosion and Sediment Control
Item No. 8 – City Building Permit Inspection and Agency Permitting Coordination Item No. 9 - Site Grading
Item No 10 – 4Perforated PVC Drainage at WallsItem No 11 – Aggregate Base Item No 12 – Concrete Retaining WallsD.Contractor shall order Form Liners as soon as the contract is awarded and the form line submittal is approved.Item No 13 – Concrete Cantilever Item No 14 – Decorative Guardrails
Item No 15 – Park Sign
Item No. 16 – 12-Inch Square Landscape Drain Inlet. Item No. 17 – 24-Inch Square Landscape Drain Inlet.
Item No. 18 – 6-Inch PVC Gravity Drain PipeItem No. 19 – 12-Inch PVC Gravity Drain PipeItem No 20 – Drainage Outlet Swale Item No 21– 16 ft. Square SheltersB.C.Item No 22 – 15 ft. Umbrella Shelters Item No. 23 - Concrete Risers
Item No. 24 - Concrete Flatwork
Item No. 25 – Asphalt PavementItem No. 26 – Decorative Pavement Walkway (with Custom Pavers) Table 1ASTM C 33 Grading Requirements for Bedding Sand
Item No. 27 – Decorative Manhole CoverItem No. 28 – Cement Stabilized Decomposed Granite Pavement
Item No. 29 – Concrete Mowstrip
Item No. 30 – Metal Landscape Edging
Item No. 31 – Custom BenchesItem No. 32 – ADA Custom BenchesItem No. 33 – Concrete Bench Cubes Item No. 34 – Twig BenchesItem No. 35 – Bike Racks Item No. 36 – Bike Maintenance Station Item No. 37- Trash Receptacles Item No. 38 - Automatic Irrigation System Color coated wire is not required on two wire systems. Remove this section if two wire systems used. Two (2) quick coupler keys model HK-55 shall be provided to the City of Sacramento at the completion of the project Item No. 39 – BouldersItem No. 40 – Stormwater Basin Soil, Drainage and Grading Item No. 41 – Soil Preparation and Finish Grading
Item No. 42 – Trees - 15 Gallon
Item No. 43 – Shrub and Groundcover Areas to Plant
Item No. 44 – Turf Sodding
Item No. 45 – Landscape Weed FabricItem No. 46 – Bark Mulch Item No. 47 – Decomposed Granite Mulch
Item No. 48 - Landscape Maintenance (30 days)A. Start of Maintenance Period shall 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.
Item No. 49 - Electrical System and Lighting
ADDITIVE ALTERNATE BID ITEMS:Additive Alternate Item No A1 – Donor Wall Additive Alternate Item No A2 – Future Sculpture Footing Attachment 1 Geotechnical Report
GEOCONCONSULTANTS, INC.
GEOTECHNICAL INVESTIGATION 1.0 PURPOSE AND SCOPE Geotechnical Investigation, Powerhouse Science Center, 400 Jibboom Street, Sacramento, California,
2.0 SITE AND PROJECT DESCRIPTION
3.0 SOIL AND GEOLOGIC CONDITIONS 3.1 Fill
3.2 Alluvium 4.0 GROUNDWATER 5.0 GEOLOGIC HAZARDS 5.1 Active Faulting 5.2 Ground Shaking
Unified Hazard Tool5.3 Liquefaction
Recommended Procedures for Implementation of DMG Special Publication 117A, Guidelines for Analyzing and Mitigating Liquefaction in California.”
6.0 CONCLUSIONS AND RECOMMENDATIONS 6.1 General 6.2 Seismic Site Class / Seismic Design Criteria Minimum Design Loads for Buildings and Other Structures Seismic Design Maps
TABLE 6.2.3 2016 CBC SEISMIC DESIGN PARAMETERS Parameter Value 2016 CBC / ASCE 7-10 Reference TABLE 6.2.4 2016 CBC SITE ACCELERATION DESIGN PARAMETERS Parameter Value ASCE 7-10 Reference 6.3 Soil and Excavation Characteristics
6.4 Materials for Fill
6.5 Grading
,6.6 Cast-in-Place Retaining Walls and Lateral Loads
TABLE 6.6A RECOMMENDED LATERAL EARTH PRESSURES Condition Equivalent Fluid Pressure 1. Applicable for walls that support more than 6 feet of backfill in accordance with Section 1803.5.12 of the 2016 CBC. Conventional triangular distribution. Should be combined with ACTIVE lateral earth pressure for seismic case analysis. TABLE 6.6B ENGINEERED FILL THICKNESS BELOW RETAINING WALL FOOTINGS Wall Height Minimum Engineered Fill Thickness Below Bottom of Footing 2. Applicable for walls that support more than 6 feet of backfill in accordance with Section 1803.5.12 of the 2016 CBC. Conventional triangular distribution. Should be combined with ACTIVE lateral earth pressure for seismic case analysis.
6.7 Segmental Block Walls
TABLE 6.7 SOIL PARAMETERS FOR RETAINED ZONE AND FOUNDATION ZONE SOILSoil Property Value 6.8 Concrete Sidewalks and Flatwork 6.9 Drainage
7.0 FURTHER GEOTECHNICAL SERVICES 7.1 Plan and Specification Review 7.2 Testing and Observation Services
8.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS
9.0 REFERENCES ASCE 7-10 Minimum Design Loads for Buildings and Other Structures,Building Code Requirements for Structural Concrete and CommentaryFault-Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zone Maps, 2016 California Building Code2015 International Building Code2013 California Building Code2012 International Building CodeGeotechnical Investigation, Powerhouse Science Center, 400 Jibboom Street, Sacramento, CaliforniaGeotechnical Report Update, Powerhouse Science Center, 400 Jibboom Street, Sacramento, California
APPENDIX A FIELD EXPLORATION
LABORATORY TEST KEY
APPENDIX B LABORATORY TESTING PROGRAM TABLE B1 SUMMARY OF CORROSION PARAMETERS CALIFORNIA TESTS 643, 417 AND 422 Sample No. SampleDepth (feet) pHMinimumResistivity (ohm-cm) Chloride (ppm)Sulfate(ppm)TABLE B2 EXPANSION INDEX TEST RESULTS ASTM D4829 SampleNumber Depth(Feet) Moisture Content (%)Dry Density (pcf)ExpansionIndexClassification*BeforeTestAfterTestBeforeTestAfterTest*Expansion Potential Classification per ASTM D4829.
121.1 pcf Maximum dry density = 122.8 pcf 12.5 % Optimum moisture = 12.0 %4068.0 4020.0 4040.0 3943.02001.3 2001.3 2001.3 2001.32521.0 2475.0 2496.0 2399.02274.6 2200.9 2283.2 2244.5459.0 460.0 459.0 460.013.0 15.1 11.2 8.3122.2 117.3 122.6 120.0WM + WSWMWW + T #1WD + T #1TARE #1WW + T #2WD + T #2TARE #2MOISTUREDRY DENSITYTested ByPreparation MethodHammer Wt.Hammer DropNumber of LayersBlows per LayerMold SizeTest Performed on MaterialPassing SieveNM LL PISp.G. (ASTM D 854)%>#4 %<No.200USCS AASHTODate SampledDate TestedASTM 1557 Method A 2018ASTM D4718-15 Oversize Corr. Applied toEach Test Point10185250.0333 cu. ft.#42.7512/12/18JHBrown Sandy Lean ClayS1649-05-01 City of SacramentoBPFSr. Staff Engineer Test Specification:TESTING DATAROCK CORRECTED TEST RESULTS UNCORRECTED Material DescriptionRemarks:Project No. Client:Project:Depth: 0'-3'Sample Number: BulkChecked by:GEOCON CONSULTANTS, INC.Title:Figure 1Curve No.COMPACTION TEST REPORT
Matsui Park Renovation
Attachment 2Central Valley Flood Control Board Letterand Corp of Engineers Letter, Engineering Conditions
GAVIN NEWSOM, CENTRAL VALLEY FLOOD PROTECTION BOARD
Attachment 3 Construction & Demolition Waste Management Plan Please include all known permit numbers related to this project.Please attach a business card or include your name with a phone number and/or an email address. 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.Building Project Information: Job AddressContractorOwnerBriefly describe the project:Materials Required to be Recycled65%of all debrismust be recycled65% of all debris must be recycledsource-separatemixed C&D debris Certified Mixed C&D Sorting FacilityMaterial ManagementHow the C&D debris will be stored on the project siteCompany 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:
DefinitionsSelf-haul or self-haulingwho is doing work on the projectjobsite cleanup crew is not doing other work on the project and is not self-haulingmustFranchised haulerSource separationMixed C&D debrisCertified Mixed C&D Sorting FacilityTerms and ConditionsEnter your Permit Number on your Waste Log now! Building Permit Numbers:COM-2302878 (MATSUI PARK HANAMI LINE)Please put all known permit numbers related to this project.DateHaulerMaterialDestinationWeight* HaulerMaterialDestination* WeightOffice Use Only:
Attachment 4 Special Inspection From and Erosivity Waiver
INSR ADDL SUBRLTR INSD WVDPRODUCERCONTACTNAME:FAXPHONE(A/C, No):(A/C, No, Ext):E-MAILADDRESS:INSURER A :INSUREDINSURER B :INSURER C :INSURER D :INSURER E :INSURER F :POLICY NUMBERPOLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)AUTOMOBILE LIABILITYUMBRELLA LIABEXCESS LIABWORKERS COMPENSATIONAND EMPLOYERS' LIABILITYDESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC #COMMERCIAL GENERAL LIABILITYY / NN / A(Mandatory in NH)SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.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 onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s).COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
CERTIFICATE HOLDER CANCELLATION© 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03)
CERTIFICATE OF LIABILITY INSURANCEDATE (MM/DD/YYYY)
The ACORD name and logo are registered marks of ACORD
5/19/2023License # 0F82764(916) 503-6303 (916) 400-2625 41297T J R Resources, Inc.PO Box 637Rancho Cordova, CA 957414239015884A 1,000,000XBCS2000514 4/25/2023 4/25/2024100,000Excluded1,000,0002,000,0002,000,0001,000,000BXTJAU382530 8/23/2022 8/23/2023CFLA016991-02 4/29/2023 4/29/20241,000,0001,000,0001,000,000The City of Sacramento, its officials, employees, and volunteers are included as Additional Insured in regards to General Liability and Commercial Auto per attached endorsement. RE: Matsui Park Hanami Line- PN: L19911201 – Bid#B23191121012City of Sacramentoc/o EXIGIS, LLCP.O. Box 4668 ECM-#35050New York, NY 10168-4668 THOMEDW-01 JPACIONESInszone Insurance Services, LLC2721 Citrus Road, Suite ARancho Cordova, CA 95742Amanda [email protected] Insurance CompanyAmGUARD Insurance CompanyFalls Lake Fire & Casualty Company
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COMMERCIAL GENERAL LIABILITYCG 20 34 12 19THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CG 20 34 12 19Page 1 of 1
ADDITIONAL INSURED – LESSOR OF LEASEDEQUIPMENT – AUTOMATIC STATUS WHENREQUIRED IN LEASE AGREEMENT WITH YOUA. Section II – Who Is An Insured1.2.B.C.Section III – Limits Of Insurance:1.2.
CG 20 37 12 19Page 1 of 1
COMMERCIAL GENERAL LIABILITYCG 20 37 12 19THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.ADDITIONAL INSURED – OWNERS, LESSEES ORCONTRACTORS – COMPLETED OPERATIONSSCHEDULEName Of Additional Insured Person(s)Or Organization(s) Location And Description Of Completed OperationsA. Section II – Who Is An Insured 1.2.B.Section III – Limits Of Insurance:1.2.
COMMERCIAL GENERAL LIABILITYCG 20 38 12 19THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CG 20 38 12 19Page 1 of 2
ADDITIONAL INSURED – OWNERS, LESSEES ORCONTRACTORS – AUTOMATIC STATUS FOR OTHERPARTIES WHEN REQUIRED IN WRITTENCONSTRUCTION AGREEMENTA. Section II – Who Is An Insured 1.2.1.a.b.1.2.a.b.1.
B.1.a.b.2.a.
COMMERCIAL AUTOBA 99 04 06 18THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BA 99 04 06 18Page 1 of 1
ADDITIONAL INSURED WHEN REQUIRED BY CONTRACTAdditional Insured When Required by Contract(1)A.1. – WHO IS AN INSURED –of Section II – Liability Coverage d.(1)(2)(3)(2) How Limits Apply (a)(b)(3) Additional Insureds Other Insurance(4) Duties in The Event Of Accident, Claim,Suit or LossA. Loss Conditions 2. – Duties In TheEvent Of Accident, Claim, Suit OrLoss – of SECTION IV – BUSINESSAUTO CONDITIONS
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIASchedulePerson or Organization Job Description (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) ©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved.