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Item 6d. Authorization to advertise North Broad Street Neighborhood Park Project (Spec. 91683)
Item 6d Department: Public Works Cost Center: 5005 For Agenda of: 2/7/2023 Placement: Consent Estimated Time: N/A FROM: Matt Horn, Public Works Director Prepared By: Nathan Garcia Nava, Engineer I SUBJECT: AUTHORIZATION TO ADVERTISE NORTH BROAD STREET NEIGHBORHOOD PARK, SPECIFICATION NO. 91683 RECOMMENDATION 1. Approve the project plans and special provisions for the North Broad Street Neighbourhood Park, Specification Number 91683; and 2. Authorize staff to advertise for bids; and 3. Authorize the City Manager to award the construction contract for the bid total if the lowest responsible bid is within the engineer’s estimate of $775,000; and 4. Authorize the City Engineer to approve Contract Change Orders up to the available project budget; and 5. Authorize an appropriation of $200,000 from the Capital Projects Reserve Fund to the project account (91683); and 6. Authorize the Finance Director to return unspent Capital Reserve funding to the Capital Projects Reserve Fund balance after project completion; and 7. Adopt a Draft Resolution entitled, “A Resolution of City Council of the City of San Luis Obispo, California, authorizing use of Capital Projects Reserve Fund to support the North Broad Street Neighborhood Park, Specification Number 91683”. POLICY CONTEXT On May 17, 2022, Council approved a Purchasing Policy Update to the Financial Management Manual that required Council approval for Public Projects that cost over $200,000. The recommended actions for the award and fund appropriation are supported by the City Council’s adopted Capital Improvement Plan as well as its Fund Balance and Reserve Policy. The City’s Fund Balance and Reserve Policy was adopted in June 2021 and includes guidelines related to the Capital Projects Reserve Fund, as follows: The City will maintain a committed reserve of 20% of the capital improvement plan budget from the Local Revenue Measure for the purposes of offsetting unanticipated cost increases, unforeseen conditions, and urgent unanticipated projects to provide continued investment in Page 179 of 489 Item 6d infrastructure maintenance and enhancement. Use and allocations of funds from the Capital Projects Reserve Fund will be made to Capital Projects including Major Facility Replacement upon Council approval as necessary during any fiscal year. The recommended use of the Reserve to supplement the North Broad Street Neighborhood Park project is consistent with this policy. DISCUSSION Background Implementation of a new neighborhood park in the North Br oad Street area was initiated by City Council as a part of 2017-19 Financial Plan adoption. The North Broad Street Neighborhood Park project converts an existing community garden into a neighborhood park at 533 Broad Street. The proposed new neighborhood park includes raised garden planters, an ADA path, open turf space, playground equipment, shade structures, a hydration station, and pathway lights. The project also included pedestrian improvements of accessible curb ramps and high-visibility crosswalks at the intersection of Broad and Lincoln that were completed in August 2022 as part of the Area 6 and 7 Curb Ramp project in advance of the park project. Over the past few years, the City has completed various public outreach events to complete the design of the new park. One major milestone of the project was the process to rezone the property from an Open Space designation to Public Facility with Planning Commission approval. This process was completed in 2021 along with the environmental review of the site. Additional design elements, conditions of approval, and mitigation measures were placed on the project in conjunction with completion of the environmental review process in 2021. Additional design elements included park lighting and pavement striping on Broad. The additional design requirements, PG&E coordination, staff turnover, and staff transitions within CIP Engineering resulted in delays to completion of final construction documents and building permit approval. The project design is now complete, and staff recommends approving the project and authorizing advertisement for construction. Previous Council or Advisory Body Action On November 6, 2019, the Parks and Recreation Commission of the City of San Luis Obispo conducted a public hearing for final review of the proposed North Broad Street Neighborhood Park layout. On January 27, 2021, the Planning Commission reviewed the project design and considered all aspects of the project entitlement components including the General Plan Amendment, Rezone, parking reduction, improvements within City right -of-way, and associated environmental review Initial Study-Mitigated Negative Declaration (IS-MND). Page 180 of 489 Item 6d On March 2, 2021, the City Council reviewed and approved the General Plan Amendment and Rezone for the neighborhood park including the Final Initial Study Mitigated Negative Declaration(IS-MND). Public Engagement During the initial design process, several public outreach events were conducted to gather public input on which potential recreation amenities had the most public interest. The City used concept boards to allow participants to indicate their preference and concept cards were provided to allow participants to include features that were not included on the boards. Additionally, during the environmental review process, public outreach was done during the circulation of the IS-MND. CONCURRENCE This project has been reviewed by various City Departments and divisions such as Planning, Engineering, Transportation, Building, City Arborist, Natural Resources, and Police. A building permits will be obtained prior to the start of construction and will be issued to the contractor following the award of a construction contract. All comments and conditions associated with the entitlement and building and safety reviews of the project have been incorporated into the final design of the project. ENVIRONMENTAL REVIEW An Initial Study (IS) was prepared in accordance with the California Environmental Quality Act (CEQA) that led to the adoption of a Mitigated Negative Declaration (MND). The IS- MND introduced mitigation measures that were incorporated into the project design to reduce the potential environmental effects. FISCAL IMPACT Budgeted: Yes Budget Year: 2022-23 Funding Identified: Yes Fiscal Analysis: Funding Sources Total Budget Available Current Funding Request Remaining Balance Annual Ongoing Cost General Fund: Capital Outlay Fund LRM $171,844 $171,844 $0 State Federal Fees Other: Parkland In-Lieu Fee $606,895 $606,895 $0 Page 181 of 489 Item 6d (Quimby) Fund Other: Capital Projects Reserve Fund $1,918,708 $200,000 $1,718,7081 Total 2,697,447 $978,739 $1,718,708 N/A 1 The Capital Reserve Fund’s current balance is $1,918,708 to support this request of $200,000. Concurrent with this request is a request to support the SLO Creek Bank Repair project (Specification Number 1000035) with a funding amount of $1,500,000 from the Capital Projects Reserve Fund account. If Council approves both this project’s funding request and the SLO Creek Bank Repair project funding request the Capital Reserve Fund will have a balance of $218,708. Per policy requirements, staff will recommend replenishment of the reserve as a part of the 2023 -25 Financial Plan. Project account (91683) Project account (91683)Capital Reserve Parkland In-Lieu Fee Fund Capital Outlay Fund - LRM Capital Outlay Fund Construction Engineer's Estimate $600,000 $171,844 $3,156 $775,000 Contingencies (20%)$0 $0 $155,000 $155,000 Total Construction Estimate $600,000 $171,844 $158,156 $930,000 Materials Testing:$6,395 $0 $0 $6,395 Construction Support:$0 $0 $41,844 $41,844 Printing:$500 $0 $0 $500 Total Project Estimate $606,895 $171,844 $200,000 $978,739 Current Project Balance:$606,895 $171,844 $0 $778,739 Available Funding $606,895 $171,844 $1,918,708 $2,697,447 Requested Funding $0 $0 $200,000 $200,000 Concurrent request from SLO Creek Bank Repair Project (Spec. No. 1000035) $0 $0 $1,500,000 Funds Remaining $0 $0 $218,708 $218,708 ESTIMATED PROJECT COST BY FUNDING SOURCE North Broad Street Neighborhood Park, Specification No. 91863 Project Total Costs The North Broad Street Neighborhood Park Project was identified in the 2018-19 Supplemental Budget Plan (page G-19 to G-20). The project was allocated $75,000 for design, $43,000 for environmental review, and $665,000 for construction for a total project fund of $783,000. An additional $175,000 was allocated in the 2021-23 Financial plan for the design cost increase and additional scope added to the project from Planning Commission and Council recommendations. Page 182 of 489 Item 6d During the acquisition phase for the parcel, there was an unforeseen expenditure regarding the rezoning of the parcel from an open Space (OS) designation to a Park (P). The expense used funding that was meant to cover construction cost related to the project. There is currently a balance of $778,739 in the project account for construction. Staff recommends appropriating $200,000 from the Capital Projects Reserve Fund balance to fund the anticipated rise in materials cost that was unprecedented during the initial budgeting of the project. The Capital Projects Reserve Fund has a current balance of $1,918,708 (as of 1/9/2023). Concurrent with this request is a request of $1,500,000 to support the SLO Creek Bank Repair project (Item 5c). If both items are approved, the Capital Projects Reserve Fund balance will be $218,708. ALTERNATIVES 1. Deny the approval to advertise the project. City Council could choose to deny the authorization to advertise this project, but staff does not recommend this alternative as the project has been a multi-year project that has strong support from the surrounding community. 2. Deny the approval of use of Capital Reserve funding. City Council could choose to bid the project only with the funding that is currently available. This is not recommended as the engineer’s estimate is higher than the current available balance. ATTACHMENTS A - North Broad Street Neighborhood Park Plans B - North Broad Street Neighborhood Park Special Provisions C - Draft Resolution authorizing Use of Capital Project Reserve Fund for Specification Number 91683 Page 183 of 489 Page 184 of 489 Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.2. THE CONTRACTOR SHALL POSSESS A CLASS _______ LICENSEAT THE TIME OF BID OPENING.3. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2019EDITIONS OF THE CALIFORNIA BUILDING CODES BASED ON THE2018 IRC, 2018 UMC, AND 2018 UPC, THE 2019 EDITION OF THECALIFORNIA ELECTRICAL CODE BASED ON THE 2017 NEC, THE2019 CALIFORNIA ENERGY CODE AND THE 2019 CALIFORNIAGREEN BUILDING CODE.index to planssheet no.descriptiongeneral notes:datum:san luis obispo county, californiaNORTH BROAD STREETNEIGHBORHOOD PARK1 TITLE SHEET & VICINITY MAP2 RESOLUTION NOTES3 NOTES, ABBREVIATIONS, & LEGEND4 PARK DEMOLITION & TREE PROTECTION PLAN5 PARK GRADING PLAN6 PARK IMPROVEMENT PLAN7 PLAYGROUND AREA PLAN8 CONSTRUCTION DETAILS9 CONSTRUCTION DETAILS10 CONSTRUCTION DETAILS11 LANDSCAPE PLANTING PLAN12 PLANTING DETAILS13 IRRIGATION AND LIGHTING PLAN14 IRRIGATION AND LIGHTING NOTES & SCHEDULES15 IRRIGATION DETAILS16 COMPOSITE UTILITY PLAN17 EROSION CONTROL PLAN18 ELEC GENERAL SYMBOLS & NOTES19 SINGLE LINE DIAGRAM20 ELECTRICAL SITE PLAN21 ELECTRICAL DETAILSAPPROVED BYSPECIFICATION NO. DATEofSHEETBrian Nelson, City Engineer R.C.E. C79870 Approved Date2112/19/2022916831FILE NO./LOCATIONANo. C 79870BRIAN NELSON CIVILPROPERTY OWNER:CITY OF SAN LUIS OBISPO990 PALM STREET, SAN LUIS OBISPO, CACONTACT: NATHAN GARCIA-NAVAPHONE: 805-783-7865PROJECT ADDRESS:533 BROAD STREETSAN LUIS OBISPO, CASCOPE OF WORK:DEMOLITION, PARK IMPROVEMENTS, PLANTING, IRRIGATION,SIDEWALKS, AND DRAINAGE SYSTEM1. THIS PROPERTY IS PARTIALLY LOCATED IN AN AE FLOOD ZONE,THE WATER SURFACE OR BASE FLOOD ELEVATION (BFE) OF A100-YR STORM IS 196' (NAVD 1998).2. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO GAS,ELECTRICAL PANELS, TELEPHONE PANELS, WATER SERVICE,AND UTILITY CONDUITS ENTERING THE STRUCTURE MUST BESEALED TO PRECLUDE INFILTRATION OF FLOODWATER.BUILDING SERVICE EQUIPMENT SUCH AS HEAT PUMPS ORCONDENSING UNITS SHALL BE ELEVATED TO AT LEAST 1' ABOVETHE BFE.3. THIS PROPERTY IS LOCATED WITHIN A DESIGNATED FLOODZONE AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM)FOR THE CITY OF SAN LUIS OBISPO. AS SUCH, ANY NEWSTRUCTURES OR THE SUBSTANTIAL REMODEL OF EXISTINGSTRUCTURES SHALL COMPLY WITH ALL FEDERAL EMERGENCYMANAGEMENT AGENCY (FEMA) REQUIREMENTS AND THE CITY'SFLOOD DAMAGE PREVENTION REGULATIONS.flood zone requirements:NO. 44813EXP.03/31/24NO. 1639612/19/202212/19/20221050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863REVISIONDATE:BY:REV.:Page 185 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/20222ARARLKLKPage 186 of 489 XX91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/20223ARARLKLKPage 187 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/20224BROAD STREETARARSTENNER CREEK OLD GARDEN CREEK1" = 10'BRIZZOLARA CREEKLKLKPage 188 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/20225I HAVE COMPLIED WITH THE CRITERIA OFTHE MODEL WATER EFFICIENT LANDSCAPEORDINANCE AND HAVE APPLIED THEM FORTHE EFFICIENT USE OF WATER IN THEGRADING DESIGN PLAN.SEE SHEET SPECIFICATION SHEET 14 FOR ETWU AND MAWACALCULATIONSBROAD STREETARAR1" = 10'STENNER CREEK OLD GARDEN CREEKBRIZZOLARA CREEKLKLKPage 189 of 489 SEE SHEET 7 FORPLAYGROUNDENLARGEMENT PLANNOTE:SEE SHEET 2 FOR GENERAL CONSTRUCTION NOTES91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNO. 44813EXP.03/31/2412/19/20226BROAD STREETJWJWLKLK1" = 10'Page 190 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/20227JWJWLKLK1" = 4'Page 191 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNO. 44813EXP.03/31/2412/19/20228CONCRETE EXPANSION/CONTROLCONTROL JOINTEXPANSION JOINT1HYDRATION STATION INSTALLATION7NOTE: CONSTRUCTION DETAILS HEREIN ARE EITHER COMPLIMENTARY TO OR ARE IN ADDITION TO SHOP DRAWINGS, DETAILS, AND INSTALLATION INSTRUCTIONS PROVIDED IN THE SPECIFICATIONS SPECIAL PROVISIONS SECTIONS14'-11" [4547 mm]2'-11" [889 mm]TIMBERFORM CLIMBING TREE DETAIL5TIMBERFORM ROPE NET CLIMBER DETAIL6PRECAST CONCRETE CORN HOLE BOARD3BIKE RACK 4FRONT VIEWTOP VIEWSIDE VIEW8' ADA PICNIC TABLE FOUNDATION8JWJW24" - 36"24" - 36"LANDSCAPE BOULDER TYP.2LKLKAS SHOWNPage 192 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNO. 44813EXP.03/31/2412/19/2022RAISED GARDEN BOXA-1ACCESSIBLE ELEVATED GARDEN BOXA-2LITTLE FREE LIBRARY MOUNTING3AGGREGATE GARDEN PATH44ACCESSIBLE RAMPED EDGE5THICKENED EDGE AT FIBAR6THICKENED EDGE AT SAFETY SURFACING7ACCESSIBLE SAFETY SURFACE RAMPED EDGE86' O.C.ENGINEERED WOOD FIBER SAFETY SURFACING99JWJWLKLKAS SHOWNPage 193 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNO. 44813EXP.03/31/2412/19/2022JWJWPARK ENTRANCE TRELLIS AND SIGNAGE1DECORATIVE METAL BARRIER FENCE AND GATEMONTAGE PLUS TM118"4NOTES:DOUBLE RINGS3Single gate ArrangementMONTAGE PLUS POST-SIZING CHART)TM2"Nom.2Ameristar1Section View: 42" Pedestrian BarrierFence / Relationship to Curb2103CAMERA AND LIGHT COMBINATION POLELKLKAS SHOWNGUARDRAIL CONNECTION AT CULVERT4Page 194 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202211I HAVE COMPLIED WITH THE CRITERIA OFTHE MODEL WATER EFFICIENT LANDSCAPEORDINANCE AND HAVE APPLIED THEM FORTHE EFFICIENT USE OF WATER IN THELANDSCAPE DESIGN PLAN.DWR MWELO COMPLIANCESEE SPECIFICATION SHEET 14 FOR ETWU AND MAWA CALCULATIONSBROAD STREETJWJWLKLK1" = 10'Page 195 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202212SHRUB PLANTING WITH GOPHER BASKET1GROUNDCOVERPLANSECTION VIEW© 2NOTE: PLANTING DETAILS HEREIN ARE INADDITION TO CITY OF SAN LUIS OBISPOSTANDARD DETAILS AND SPECIFICATIONS.JWJWLKLKAS SHOWNPage 196 of 489 FSC TURFAREAH2091683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202213I HAVE COMPLIED WITH THE CRITERIA OFTHE MODEL WATER EFFICIENT LANDSCAPEORDINANCE AND HAVE APPLIED THEM FORTHE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN.DWR MWELO COMPLIANCESEE SPECIFICATION SHEET 14 FOR ETWU AND MAWA CALCULATIONSBROAD STREETJWJWLKLK1" = 10'Page 197 of 489 CFSH2091683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202214JWJWLKLKPage 198 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202215WIRE BUNDLE JUNCTION BOX1ZONE CONTROL3IRRIGATION TRENCHING© 218" AND 36" ROOT ZONE WATERING SYSTEM4DRIP AIR RELIEF VALVE IN BOX7NETAFIM TECHLINE FLUSH VALVE8TURF SPRAY MARLEX ASSEMBLY6BUBBLER AT TREE WELL5TYPICAL DRIP TUBING9DRIP EMITTER AT 1/4" TUBING10NOTE: IRRIGATION DETAILS HEREIN AREIN ADDITION TO CITY OF SAN LUIS OBISPOSTANDARD DETAILS ANDSPECIFICATIONS.JWJWLKLKAS SHOWNPage 199 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202216BROAD STREETARARLKLK1" = 10'STENNER CREEK OLD GARDEN CREEKBRIZZOLARA CREEKPage 200 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NO. 44813EXP.03/31/2412/19/202217BROAD STREETARAR1" = 10'STENNER CREEK OLD GARDEN CREEKBRIZZOLARA CREEKLKLKPage 201 of 489 190125CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NORTH BROAD STREET NEIGHBORHOOD PARKDERMKADEREKE.ROME RSTATE OFCALIFORNIAREGISTEREDPROFESSIONALENGINEERELECTRICALNO. 1639612/19/2022ELEC GENERAL SYMBOLS & NOTES18Page 202 of 489 190125CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NORTH BROAD STREET NEIGHBORHOOD PARKDERMKADEREKE.ROME RSTATE OFCALIFORNIAREGISTEREDPROFESSIONALENGINEERELECTRICALNO. 1639612/19/2022SINGLE LINE DIAGRAM19Page 203 of 489 91683CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH BROAD STREET NEIGHBORHOOD PARKELECTRICAL SITE PLAN20BROAD STREETMKADERDEREKE.ROME RSTATEOFCALIFORNIAREGISTEREDPROFESSIONALENGINEERELECTRICALNO. 1639612/19/2022Page 204 of 489 190125CITY SPECIFICATION NO.12/19/2022DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.21DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION1050 Southwood DriveSan Luis Obispo, CA 93401P 805.544.7407 F 805.544.3863NORTH BROAD STREET NEIGHBORHOOD PARKDERMKADEREKE.ROME RSTATE OFCALIFORNIAREGISTEREDPROFESSIONALENGINEERELECTRICALNO. 1639612/19/2022ELECTRICAL DETAILS21Page 205 of 489 Page 206 of 489 SPECIAL PROVISIONS FOR CITY OF SAN LUIS OBISPO NORTH BROAD STREET NEIGHBORHOOD PARK Specification No. 91683 December 2022 (100% Submittal) PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7200 Page 207 of 489 NORTH BROAD STREET NEIGHBORHOOD PARK Specification No. 91683 Approval Date: December 2022 <<Engineer of Record Stamp>> <<Signature Date>> <<Signature Date>> Page 208 of 489 TABLE OF CONTENTS NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION ....................................................................................................................... III QUALIFICATIONS .................................................................................................................................... III AWARD ..................................................................................................................................................... V ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR NORTH BROAD STREET NEIGHBORHOOD PARK, 91683................................. A LIST OF SUBCONTRACTORS ................................................................................................................ D PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................... E PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .......................................................... E PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .................................................................. E LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... E NON-COLLUSION DECLARATION ......................................................................................................... G BIDDER ACKNOWLEDGEMENTS .......................................................................................................... H QUALIFICATIONS ...................................................................................................................................... I ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. J SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 2 4 SCOPE OF WORK ............................................................................................................................. 2 5 CONTROL OF WORK ........................................................................................................................ 2 6 CONTROL OF MATERIALS ............................................................................................................... 3 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 3 8 PROSECUTION AND PROGRESS ................................................................................................... 4 9 PAYMENT ........................................................................................................................................... 4 DIVISION II GENERAL CONSTRUCTION ............................................................................................... 5 12 TEMPORARY TRAFFIC CONTROL ................................................................................................ 5 13 WATER POLLUTION CONTROL ..................................................................................................... 5 15 EXISTING FACILITIES ..................................................................................................................... 5 16 TEMPORARY FACILITIES ............................................................................................................... 5 DIVISION III EARTHWORK AND LANDSCAPE ....................................................................................... 7 19 EARTHWORK................................................................................................................................... 7 20 LANDSCAPE AND IRRIGATION ..................................................................................................... 8 Page 209 of 489 DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 9 39 ASPHALT CONCRETE .................................................................................................................... 9 DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 9 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 9 80 FENCES ......................................................................................................................................... 10 DIVISION X ELECTRICAL WORK .......................................................................................................... 13 86 ELECTRICAL .................................................................................................................................. 13 DIVISION XI MATERIALS ....................................................................................................................... 13 90 CONCRETE .................................................................................................................................... 13 DIVISION XII BUILDING CONSTRUCTION ........................................................................................... 13 99 BUILDING CONSTRUCTION ......................................................................................................... 13 DIVISION XIII APPENDICES .................................................................................................................. 21 APPENDIX A - FORM OF AGREEMENT ............................................................................................. 0 APPENDIX B - TECHNICAL SPECIFICATIONS – ELECTRICAL SECTIONS..................................... 3 APPENDIX C – PG&E ELECTRICAL DESIGN ..................................................................................... 4 APPENDIX D – GEOTECHNICAL REPORT ........................................................................................ 5 APPENDIX E – CALTRANS ENCROACHMENT PERMIT ................................................................... 6 APPENDIX F – COLUMBIA CASCADE / TIMBERFORM AND SHADE-N-NET SPECIFICATIONS, AND CUT SHEETS, AND INSTALLATION GUIDE ............................................................................... 7 APPENDIX G – FIBAR ENGINEERED WOOD FIBER (EWF) – SYSTEM 300 PRODUCT SPECIFICATION ................................................................................................................................... 8 Page 210 of 489 NOTICE TO BIDDERS i NOTICE TO BIDDERS BID SUBMISSION Sealed bids must be MAILED to the following address: City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, CA 93401 Attention: Shelsie Moore Bids delivered in person will not be accepted. Bids may be mailed by postal carriers such as UPS, FedEx, DHL, etc. Regular courier companies not affiliated with the postal system are not acceptable. All mailed bids must be delivered an in possession of the Project Manager by: 2:00 p.m. on <<January 1, 2023>> at which time they will be publicly opened and read aloud via Microsoft Teams video conference and conference call. In person attendance of the bid opening will not be permitted in adherence to social distancing measures. Use of the following link: <<City to Insert MS TEAMS link>> or join by phone with this number: 1 (209) 645-4165 with Conference ID: 230 767 667# Submit bid in a sealed envelope plainly marked: BROAD STREET NEIGHBORHOOD PARK, SPECIFICATION NO. 91683 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered. By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents. All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions. Each bid must be accompanied by either a: 1. certified check 2. cashier's check 3. bidder's bond made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract. Page 211 of 489 NOTICE TO BIDDERS NOTICE TO BIDDERS ii The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid. All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List. Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code. The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids. Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects. BID DOCUMENTS A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer. Contact the project manager, <<INSERT NAME>> at <<INSERT PHONE NUMBER>> or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued. You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals. Page 212 of 489 NOTICE TO BIDDERS NOTICE TO BIDDERS iii PROJECT INFORMATION In general, the project includes a new community neighborhood park with limited street frontage improvements. Park improvements feature a welcoming promenade entrance with ADA accessibility to the proposed playground, shade structure, picnic area, cornhole court, community raised garden plots, wheelchair accessible plots, composting and gardening area, and passive bench seating throughout. Additional street frontage improvements include sidewalk replacement and culvert guardrail replacement on west side of Broad Street. The project estimated construction cost is $685,000. Contract time is established as 132 working days. The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time. In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. QUALIFICATIONS You must possess a valid Class A Contractor's License at the time of the bid opening. You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code. You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date. One of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. ## of the referenced projects must be for <<XXXX>>. Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive. Page 213 of 489 NOTICE TO BIDDERS NOTICE TO BIDDERS iv The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions. The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the 1. knowledge 2. experience, 3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City. Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders. It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award. Protests must be filed no later than five working days after either: 1. bid opening date 2. notification of rejected bid. Protest must be in writing and received by the project manager located at: 919 Palm Street San Luis Obispo, CA 93401. Valid protests must contain the following information: 1. the reasons for the protest 2. any supporting documentation 3. the ruling expected by the City to remedy the protest. Any protest not containing all required information will be deemed invalid and rejected. The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered. The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination. If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code. Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request. Page 214 of 489 NOTICE TO BIDDERS NOTICE TO BIDDERS v AWARD The lowest bidder will be determined using the TOTAL PROJECT BID. As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications. You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263. ACCOMMODATION If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation. Page 215 of 489 BID FORMS A BID FORMS All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together. THE UNDERSIGNED, agrees that they have carefully examined: 1. the location of the proposed work 2. the plans and specifications 3. read the accompanying instructions to bidders and propose to furnish all: 4. materials 5. labor to complete all the required work satisfactorily in compliance with 6. plans 7. specifications 8. special provisions for the prices set forth in the bid item list: BID ITEM LIST FOR NORTH BROAD STREET NEIGHBORHOOD PARK, 91683 Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 1 7 Traffic Control Systems LS 1 _______ 2 5 Caltrans Encroachment Permit LS 1 _______ 3 13 Temporary Erosion Control LS 1 _______ 4 13 Water Pollution Control LS 1 _______ 5 15 Cap and Abandon 3/4" Service Lateral and Remove Meter (City Std 6050) EA 1 6 15 Remove Hose Bib, Cap and Abandon Supply Line (City Std 6050) EA 1 7 15 Abandon Existing Sewer Lateral (City Std 6050) EA 4 8 15, 73 Sawcut and Remove Concrete Sidewalk, Apron, and Driveway SF 551 9 15, 73 Sawcut and Remove Concrete Curb & Gutter LF 14 10 15 Sawcut and Remove Asphalt Concrete SF 28 11 15 Remove Existing Sidewalk Guardrail LS 1 _______ 12 14, 15 ESA Tree Protection Fencing LS 1 _______ 13 17, 20 Site Clearing and Grubbing LS 1 _______ 14 19 Project Site Excavation (F) CY 375 15 19 Native Material Backfill (from Site) (F) CY 390 16 19 Imported Backfill (F) CY 245 Page 216 of 489 BID FORMS BID FORMS B Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 17 77 1" Irrigation Water Service and Meter (City Std 6210) EA 1 18 77 NDS 9" Catch Basin with Atrium Grate EA 4 19 77 NDS 9" Catch Basin with Square Grate EA 1 20 77 6" PVC Storm Drain Pipe LF 150 21 77 Flared End Outlet and Rip-Rap Pad LS 1 _______ 22 26 Class II Agg Base (under concrete areas) CY 65 23 77 Asphalt Pavement Repair (Surface Restoration) (City Std 7110) SF 28 24 73, 90 Minor Concrete - Curb & Gutter (City Std 4030) LF 14 25 73, 90 Minor Concrete - 6" Thick Reinforced Concrete Paving and Thickened Edge (where shown) (Modified City Std 4110) SF 2205 26 73, 90 Minor Concrete - 4" Thick Reinforced Concrete Walk and Thickened Edge (where shown) (Modified City Std 4110) SF 2640 27 73, 90 Minor Concrete - 4" Thick Unreinforced Concrete Sidewalk (City Std 4110) SF 395 28 73, 90 Minor Concrete - 8" Wide Reinforced Concrete Mow Curb (Modified City Std 8710) LF 210 29 73, 90 Minor Concrete - 6" Wide Reinforced Concrete Mow Curb (Modified City Std 8710) LF 162 30 73, 90 Minor Concrete - Accessible Ramped Edge at Play Area LF 58 31 73, 90 Minor Concrete - Accessible Safety Surface Ramped Edge at Play Area LF 25 32 83 Sidewalk Guardrail (Modified City Std 4240) LF 20 33 80 42" High Steel Pedestrian Barrier Fence with Gate and Lock LF 118 34 80 36" High Steel Pedestrian Barrier Fence LF 191 35 80 6' High Steel Security Barrier Fence LF 384 36 84 Paint Curb Red LF 217 37 82 Roadside Sign (No U-Turn) (City Std 7210) EA 1 38 82 Park Signage LS 1 _______ 39 20 Entry Trellis w/ Custom Signage LS 1 _______ 40 20 Garden Walk (Granite, Base, and Fabric) SF 2061 41 99 Engineered Wood Fiber Safety Surface, Felt, and Drain SF 811 42 99 Spectraturf Safety Surfacing (including base materials, felt and drain) SF 150 43 20 Bike Rack EA 2 44 20 Two-Story Shed "Little Free Library" LS 1 _______ Page 217 of 489 BID FORMS BID FORMS C Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 45 20 Compost Bin EA 5 46 99 Hydration Station and Percolation Well LS 1 _______ 47 99 Timberform Rope Net Climber EA 1 48 99 Timberform Climbing Tree EA 1 49 99 Shade Sail Structure EA 1 50 20 Tree Grate (Modified City Std 8130) EA 2 51 99 8' Picnic Table EA 2 52 99 42" Round Patio Table EA 3 53 20 City Standard Bench and Concrete Pad (were shown) (Modified City Std 9040) EA 8 54 20 Trash Container and Concrete Pad (Where Shown) (Modified City Std 9040) EA 5 55 20 Custom Precast Concrete Cornhole Boards EA 4 56 20 Landscape Boulders LS 1 _______ 57 20 Potting Bench EA 2 58 20 Dog Waste Station EA 1 59 20 4' x 8' Raised Garden Planter EA 12 60 20 3' x 4' ADA Garden Planter EA 6 61 20 Irrigation System LS 1 _______ 62 20 Landscaping LS 1 _______ 63 20 Plant Establishment Work Month 12 64 86 Path Lights (City Std 7905) EA 4 65 86 Combination Path Light and Camera Assembly (Modified City Std 7905) EA 1 66 86 Site Electrical LS 1 _______ Total Project Bid $ Company Name: (1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. Page 218 of 489 BID FORMS BID FORMS D LIST OF SUBCONTRACTORS Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications. For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed. NOTE: If there are no subcontractors, write “NONE” and submit with bid. Name Under Which Subcontractor is Licensed License Number DIR Public Works Registration Number Address and Phone Number of Office, Mill or Shop Specific Description of Subcontract % of Total Base Bid Attach additional sheets as needed. Page 219 of 489 BID FORMS BID FORMS E PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board. LABOR CODE SECTION 1725.5 STATEMENTS The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is Page 220 of 489 BID FORMS BID FORMS F under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means. Yes No The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. Yes No NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 221 of 489 BID FORMS BID FORMS G NON-COLLUSION DECLARATION I, , declare that I am of , the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed on , 20 , in __ I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. (Signature and Title of Declarant) (SEAL) Subscribed and sworn to before me this _______day of _________, 20_____ Notary Public Company Name:____________________ Page 222 of 489 BID FORMS BID FORMS H BIDDER ACKNOWLEDGEMENTS By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.) The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo. Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date . The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City. Signature of Bidder (Print Name and Title of Bidder) DIR– Public Works Registration No: Business Name (DBA): Owner/Legal Name: Indicate One: Sole-proprietor Partnership Corporation List Partners/Corporate Officers: Name Title Name Title Name Title Business Address Street Address Mailing Address City, State, Zip Code Phone Number Fax Number Email Address Date Page 223 of 489 BID FORMS BID FORMS I QUALIFICATIONS Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form. Reference Number 1 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid or did this project include xxx activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 2 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid or did this project include xxx activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 3 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid or did this project include xxx activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Page 224 of 489 BID FORMS BID FORMS J ATTACH BIDDER'S BOND TO ACCOMPANY BID Know all men by these presents: That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of: ____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents: THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden, ______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____. Bidder Principal: Signature Date Title: Surety: Bidder's signature is not required to be notarized. Surety's signature must be notarized. Equivalent form may be substituted (Rev. 6-30-14) Page 225 of 489 SPECIAL PROVISIONS 1 SPECIAL PROVISIONS ORGANIZATION Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. DIVISION I GENERAL PROVISIONS 1 GENERAL Add to Section 1-1.01 GENERAL: The work must be done in compliance with the City of San Luis Obispo, Department of Public Works: 1. North Broad Street Neighborhood Park Special Provisions 2. Project Plans 3. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition 4. City of San Luis Obispo Grading Ordinance, Standard Specifications, and Details for Public Works Construction where applicable 5. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition 6. Standards of the Unties States Department of Labor, Occupational Safety and Health Administration, Office of Standards and Rules of the State Division of Occupational Health and Safety 7. Recommendations of the Project Geotechnical Engineer as noted in the Project Soils Report 8. The requirements of all permits issued for the Work by the City of San Luis Obispo, Caltrans, and/or other jurisdictional authority In case of conflict between documents, governing ranking must comply with section 5- 1.02 of the City of San Luis Obispo’s Standard Specifications. Failure to comply with the provisions of these sections is a material breach of contract: 1. Sections 5 through 8 of the Standard Specifications 2. Section 12 through 15 of the Standard Specifications 3. Section 77-1 of the Standard Specifications 4. Section 81 of the Standard Specifications 5. authorized working hours 6. OSHA compliance Page 226 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 2 3 CONTRACT AWARD AND EXECUTION Replace 1st and 2nd paragraph in Section 3-1.18 CONTRACT EXECUTION with: Upon notification of project award, return: 1. executed contract 2. insurance 3. contract bonds within five business days after the bidder receives the contract. Add Section 3-1.18B CONTRACT EXECUTION, Building Permit 3-1.18B Building Permit The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project including but not limited to the required 72 hours in advance notification for timing of inspections. 4 SCOPE OF WORK Add to Section 4-1.03 WORK DESCRIPTION: Comply with the provisions of Sections 5, 7, 8, 9, 12-15, 19-22, 26, 39, 52, 57, 64, 68, 71, 73, 77, 80, 82, 83, 84, 86, 90, and 99 for general, material, construction, and payment specifics. Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage: Maintain Revenue Enhancement Funding signage in work area. Return Revenue Enhancement Funding signs at the end of the project or upon the Engineer’s request. 5 CONTROL OF WORK Contractor must ensure that the work site, staging areas, public walkways and streets are cleaned and swept or otherwise protected from the public. Construction equipment will be allowed to be kept on-site after hours and over weekends provided it is fully contained within the fenced and secured work site and is not accessible to the public. Add to Section 5-1.20B(5) COORDINATION WITH OTHER ENTITIES, Permits, Licenses, Agreements, and Certifications - Comply with Local, State and Federal Regulations: [Need to add Caltrans Dual Permit information here] Page 227 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 3 This community neighborhood park project play equipment and shade structures and therefore the contractor’s work shall comply with: 1. Department of Justice, ADA Standards (2010) and State 2019 California Building Code requirements as it pertains to accessible routes and public play areas. 2. California Playground Safety Act (Health and Safety Code Section 115725- 115735) which requires conformance with the current additions of playground- related national technical standards set by the American Society on Testing and Materials (ASTM) and The Public Playground Safety Handbook: Publication #325 published by the U.S. Consumer Product Safety Commission (CPSC). 3. It is preferred that all staging of equipment and materials be limited to one dedicated portion of the site with approval of the Engineer. Coordinate this area to be a fenced and secured work site as required per Section 7-1.04 Public Safety of these Special Provisions. 6 CONTROL OF MATERIALS Add to Section 6-2.03 DEPARTMENT ACCEPTANCE: The Engineer will furnish Sales Tax signs mounted to moveable barricades. Maintain Sales Tax signage in work area. Return Sales Tax signs at the end of the project or upon the Engineer’s request. 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Work hours are restricted to 7:00 a.m. to 4:00 p.m. on N. Broad Street. [Discuss with Traffic][Need to add additional specifications regarding Caltrans Encroachment permit and the potential need for closing on and off ramps. Could limit work hours to 9 am to 3 pm for work within Caltrans ROW.] Provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control application may be obtained on the City’s website: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit. Permittee is responsible to comply with all conditions of the traffic control plan. Complete work using due diligence to restore free flowing of traffic. Add to Section 7-1.04 PUBLIC SAFETY: Page 228 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 4 Contractor shall understand that the work to be done under this contract is located adjacent to highly traveled on-off ramp at N. Broad St. and Highway 101. Every effort should be exercised to avoid impeding traffic whenever possible for access, maneuvering, staging equipment, etc. Contractor shall provide a rigid 6-ft high (minimum) chain link or other rigid work site fence surrounding the work site (including any staging and storage areas) and provide other such safeguards and facilities to keep park users from entering the construction area. Contractor shall control and maintain park access and vehicular traffic in a safe manner around the work site at all times. Contractor shall leave work site clean and free from hazards at the end of each day and on weekends. Walkways must be swept daily. All tools, forms, stakes, hardware, paint cans, building materials and/or any other items that could be a potential hazard to children and park users must be removed from the work site at the end of each day. Coordinate work-site fence with staging as specified in Section 5-1.32, "Areas of Use," of the State Standard Specifications. 8 PROSECUTION AND PROGRESS Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with: Provide a Level 1 schedule for this work. Add to Section 8-1.04B START OF JOB SITE ACTIVITIES, Standard Start: Contract time will start on the first Monday after preconstruction meeting. After award and execution of the contract, the Contractor shall place the orders for the long lead time play equipment. It is estimated that procurement will take 6-12 weeks. The Contractor shall provide the City with a tentative delivery date for the play equipment and subsequently, the City will issue the notice to proceed with a start date 20 working days prior to delivery. Within 10 days of receiving the notice to proceed, the Contractor must provide a work schedule. Work schedule must indicate the critical path based on the tentative delivery dates of the play equipment. Schedule must show work continuing to completion without interruption. Said work shall be diligently prosecuted to completion before the expiration of the contract time stated in the Notice to Bidders, beginning on the "work start date" stated in the contractor's schedule. 9 PAYMENT Add to Section 9-1.03 GENERAL: Unless otherwise specified, payment for items of work identified in the Bid Item List shall be as specified in the City of San Luis Obispo Standard Specifications, Caltrans 2015 Page 229 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 5 Standard Specifications, as identified on the Plans and in the project Special Provisions, and as directed by the Engineer. The contract unit prices paid for each bid item shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work and no additional payment will be made therefor. DIVISION II GENERAL CONSTRUCTION 12 TEMPORARY TRAFFIC CONTROL Add to the end of Section 12-1.04 PAYMENT: Unless otherwise specified on the Bid Item List, payment for furnishing, installing and maintaining temporary traffic control elements is included in the contract lump sum (LS) price paid for “Temporary Traffic Control” and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications, and as directed by the Engineer. No additional payment will be made therefore. 13 WATER POLLUTION CONTROL Add to Section 13-3.01A Summary: The area of disturbance for this project is anticipated to be less than one-acre; therefore, provide a Water Pollution Control Plan (WPCP) and implementation in compliance with Section 13. 15 EXISTING FACILITIES Add to Section 15-1.01 GENERAL: Properly recycle or dispose of items called for removal. 16 TEMPORARY FACILITIES Add Section 16-3 TEMPORARY CONSTRUCTION FACILITIES as follows: 16-3.01A Summary Contractor shall provide its own office and construction utilities including the cost of permits, usage, generation, installation, relocation, distribution, maintenance, safety, disposal, and removal. Contractor shall not install or remove any temporary utility without prior written approval of the Engineer. Temporary utilities placed underground shall be permanently marked as to prevent Page 230 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 6 damage by others, and accurately located for removal. Damage to above ground and underground utilities by the Contractor shall be repaired or replaced by the Contractor at no cost to the District. Obtain permits and inspections required by public utility companies, State of California, San Luis Obispo County and/or special districts for the installation and use of temporary utilities. Utility installations shall comply with all codes and regulations. The Contractor is cautioned that there is limited space available on site for temporary storage yards, parking, storage buildings, and temporary office space. Limited staging area will be made available to the Contractor other than what is available at the site. The Contractor shall satisfy itself that the staging area is adequate for the Contractor’s use. If the staging area is not adequate, the Contractor shall find additional staging area for itself offsite. The cost for additional staging area shall be included in the Contractor’s bid and no additional payment will be made to the Contractor for additional staging area. Contractor shall submit for approval the Contractor’s proposed plan for temporary utilities, storage facilities/yards, temporary offices/trailers, and temporary construction water. Provide power required for construction operations. Reimburse Owner for the cost of any permanent power used, including power used for testing and commissioning of equipment and systems. 16-3.01B Electrical Power – Construction Phase The Contractor shall provide temporary generator power as required in the specifications and shown on the plans. The Contractor can make its own arrangements with the local utility company to provide adequate temporary electrical service at a location acceptable to the City and utility service provider. The Contractor shall then provide adequate jobsite distribution facilities conforming to applicable codes and safety regulations. The Contractor shall provide, at its own cost, all electric power required for construction, testing, general and security lighting, and all other purposes whether supplied through temporary or permanent facilities. 16-3.01C Dust Control Perform dust control operations to prevent construction operations from producing dust in amounts harmful to persons or causing a nuisance to persons living nearby or occupying buildings in the vicinity of the work. Use water or dust preventative to control dust. 16-3.01D Fire Danger Minimize fire danger in the vicinity of and adjacent to the construction site. Provide labor Page 231 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 7 and equipment to protect the surrounding private property from fire resulting from construction operations. 16-3.01E Sanitary Conveniences The Contractor shall provide suitable and adequate sanitary conveniences for the use of all persons at the site of the Work. Such conveniences shall include chemical toilets or water closets and shall be located at appropriate locations at the site of the Work. All sanitary conveniences shall conform to the regulations of the public authority having jurisdiction over such matters. At the completion of the Work, all such sanitary conveniences shall be removed and the site left in a sanitary condition. 16-3.01F Temporary Construction Fences and Gates Contractor may, upon approval by Engineer, install temporary fences, gates, barricades, or other suitable means to protect property and prevent damage and injury. 16-3.01G Illumination The Contractor shall provide temporary lighting in all work areas sufficient to maintain a lighting level during working hours not less than the lighting level required by OSHA standards. Permanent building/park lighting may not be used during construction. 16-3.01H Progress/Work Area Cleaning Maintain staging and work areas in a clean and orderly condition free from trash. “Trash” shall include all: food scraps, office garbage, construction rubbish/debris, waste/excess materials, shipping/packing materials, and windblown trash. Trash shall be collected and placed into containers daily at designated waste storage areas in locations approved by the Owner and removed periodically for offsite disposal at Contractor’s expense. 16-3.01I Removal Remove temporary equipment, facilities, and materials prior to request for final inspection. Clean and repair damage caused by installation and use of temporary work. Remove all temporary site improvements. All materials removed shall be disposed of off- site and the area shall be returned to the design as set forth in Contract Documents. DIVISION III EARTHWORK AND LANDSCAPE 19 EARTHWORK Add to Section 19-1.01A GENERAL, Summary: Page 232 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 8 For the purposes of this project, all references to “roadway” or “highway” found in Section 19 is defined as the “project site” or “project Improvements.” For example, Roadway Excavation means Project Site Excavation and Structure Backfill means Project Site Backfill. Earthwork will be done in accordance with the plans, these special provisions, and the standard specifications. In instances where conflict exist the more stringent will apply unless approved otherwise by the engineer. 20 LANDSCAPE AND IRRIGATION Replace Sections 20-1.04, 20-3.01D, 20-3.02D, 20-5.01D, and 20-5.02D PAYMENT with: Payment for furnishing and installing all landscaping and planting shall be at the lump sum (LS) price paid for “Landscaping” and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications sections 20-1, 20-3, and 20-5, and as directed by the Engineer. No additional payment will be made therefor. Replace Sections 20-2.01D, 20-2.03D, 20-2.04D, 20-2.05D, 20-2.06D, 20-2.07D, 20- 2.08D, 20-2.09D, 20-2.10D, 20-2.11D, 20-2.13A(4), 20-2.13B(4), and 20-2.13C(4) PAYMENT with: Payment for furnishing and installing the entire irrigation system shall be at the lump sum (LS) price paid for “Irrigation System” and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications sections 20-2, and as directed by the Engineer. No additional payment will be made therefor. Add to Section 20-5.03A General 20-5.03A(1) General Garden Walk (Granite, Base, and Fabric) shall be considered inert ground cover and mulches. 20-5.03A(4) Payment Payment for furnishing and installing Garden Walk (granite, base, and fabric) shall be on a square foot (SF) unit price basis and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications, and as directed by the Engineer. No additional payment will be made therefor. Page 233 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 9 Replace Sections 20-5.05, SITE FURNISHINGS with: 20-5.05A(1) General Section includes general requirements for the furnishing and installation of park site furnishings including the entry trellis with custom signage, bike racks, little free library, compost bins, tree grates, City standard benches and foundations, trash containers and foundations, custom precast concrete cornhole boards, landscape boulders, potting benches, dog waste stations, raised garden planters, and ADA garden planters. 20-5.05A(2) Submittals Submittals are required for all site furnishings and shall comply with Section 5-1.23. 20-5.05B Materials Manufacturer and model number information as shown on the Plans or in City Standard Plans and Specifications. 20-5.05C Construction Per Plans, City Standard Plans and Specifications, and manufacturer’s approved submittals. 20-5.05D Payment Payment for furnishing and installing site furnishings shall be at the price paid for each (EA) specific item identified in the Bid Item List and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications, and as directed by the Engineer. No additional payment will be made therefor. DIVISION V SURFACINGS AND PAVEMENTS 39 ASPHALT CONCRETE Add to Section 39-1.01A GENERAL, Summary: HMA shall be Type A, ½” max DIVISION VIII MISCELLANEOUS CONSTRUCTION 73 CONCRETE CURBS AND SIDEWALKS Add to Section 73-1.01 GENERAL: Concrete removal must be per Section 73-1.03A and City Standard Detail 4910. Dowel existing concrete into new concrete per Section 73-1.03F and City Standard Detail 4110. Page 234 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 10 80 FENCES Add Section 80-4 METAL FENCING 80-4.01 GENERAL Contractor shall provide all labor, materials and appurtenances necessary for installation of the welded metal steel fence system defined herein at North Broad Street Neighborhood Park Project. The manufacturer must supply a total fence system of Montage Industrial® Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel, Majestic design, or approved equal. The system shall include all components (i.e., panels, posts, and hardware) required for installation. Contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. 80-4.01A References · ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process. · ASTM B117 - Practice for Operating Salt-Spray (Fog) Apparatus. · ASTM D523 - Test Method for Specular Gloss. · ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint. · ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments. · ASTM D2244 - Test Method for Calculation of Color Differences from · Instrumentally Measured Color Coordinates. · ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of · Rapid Deformation (Impact). · ASTM D3359 - Test Method for Measuring Adhesion by Tape Test. · ASTM F2408 – Ornamental Fences Employing Galvanized Steel Tubular Pickets. 80-4.01B Submittal Submit the manufacturer’s literature prior to installation. 80-4.01C Product Handling and Storage Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft. 80-4.02 MATERIALS 80-4.02A General Page 235 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 11 The metal fence system shall conform to Montage Industrial Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel, Majestic design, extended picket bottom rail treatment, 2-Rail style manufactured by Ameristar Fence Products, Inc., in Tulsa, Oklahoma, or approved equal. 80-4.02B Material 1. Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (344 MPa) and a minimum zinc (hot-dip galvanized) coating weight of 0.60 oz/ft2 (184 g/m2), Coating Designation G-60. 2. Material for pickets shall be 1” square x 16 Ga. tubing. The rails shall be steel channel, 1.75” x 1. 75” x .105”. Picket holes in the rail shall be spaced 4.715” o.c. Fence posts shall be 2-1/2" square x 14 Ga. tubing. 80-4.02C Fabrication 1. Pickets, rails and posts shall be pre-cut to specified lengths. Rails shall be pre- punched to accept pickets. 2. Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be joined at each picket-to-rail intersection by Ameristar’s proprietary fusion welding process, thus completing the rigid panel assembly. 3. The manufactured panels and posts shall be subjected to an inline electrodeposition coating (E-Coat) process consisting of a multi-stage pretreatment/wash, followed by a duplex application of an epoxy primer and an acrylic topcoat. The minimum cumulative coating thickness of epoxy and acrylic shall be 2 mils (0.058 mm). The color shall be Bronze. The coated panels and posts shall be capable of meeting the performance requirements for each quality characteristic shown in Table 1. 4. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Industrial weight fences under ASTM F2408. 80-4.03 CONSTRUCTION 80-4.03A General All new installation shall be laid out by the contractor in accordance with the construction plans. 80-4.03B Fence Installation Fence post shall be spaced according to the plans and details, plus or minus ½”. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Posts shall be set in concrete footers having a minimum depth of 36”. The “Earthwork” and “Concrete” sections of this specification shall govern material requirements for the Page 236 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 12 concrete footer. 80-4.03C Fence Installation Maintenance When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate warranty. Ameristar spray cans or paint pens shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to prevent overspray. Use of non-Ameristar parts or components will negate the manufactures’ warranty. 80-4.03D Cleaning The contractor shall clean the jobsite of excess materials; post-hole excavations shall be scattered uniformly away from posts. Table 1 – Coating Performance Requirements Quality Characteristics ASTM Test Method Performance Requirements Adhesion D33559 – Method B Ashesion (Retention of Coating over 90% of test area (Tape and knife test) Corrosion Resistance B117, D714 & D1645 Corrosion Resistance over 1,500 hours (Scribed per D1654: failure mode is accumulation of 1/8” coating loss from scribe or medium #8 blisters). Impact Resistance D2794 Impact Reisistance over 60-inch lb. (Forward impact 0.625” ball). Weathering Resistance D822, D2244, D523 (60 deg. Method Weathering Resistance over 1,000 hours (Failure mode is 60% loss or color variance of more than 3 delta-E color units). 80-4.04 PAYMENT Barrier Fence is measured by linear foot along the direction of the fence. Payment for furnishing and installing all metal fencing shall be at the linear foot (LF) price paid for “Barrier Fence” and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications Section 80, and as directed by the Engineer. No additional payment will be made therefor. Page 237 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 13 DIVISION X ELECTRICAL WORK 86 ELECTRICAL Add Section 86-1.01, GENERAL: For construction specifications of electrical items, the Electrical Plans shall take precedent over the State Standard Specifications. Refer to Electrical Sheets of the Plan Set and to Technical Specifications included in Appendix B. DIVISION XI MATERIALS 90 CONCRETE Add to Section 90-1.01C(6) Mix Design: Concrete must contain a maximum of 15% pozolone or fly ash. Course aggregate for concrete must comply with the gradation specifications for the 1 inch x No. 4 primary aggregate nominal size. Concrete for curb, gutter, sidewalk shall be Class 3 (minor concrete). DIVISION XII BUILDING CONSTRUCTION 99 BUILDING CONSTRUCTION Replace Section 99 BUILDING CONSTRUCTION with the following Sections: 99-1 PLAYGROUND EQUIPMENT AND STRUCTURES 99-1.01A Summary The contractor shall provide all labor, tools, appurtenances, and incidentals necessary for installation of the Playground Equipment and Shade Structures. The contractor shall furnish a total playground system and components as shown on the plans from Columbia Cascade Play Equipment and Shade-N’-Net. The system includes all components (i.e., panels, posts, rope cables, components, and hardware) required. The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved, and materials and techniques specified. All equipment must be installed in accordance with the Manufacturer's recommendations, the plans and these special provisions. A certified playground safety inspector (CPSI) provided by the City will inspect play area and equipment installation for conformance to California Playground regulations. Prior to acceptance by the City, non-compliant installations shall be corrected by the contractor. Page 238 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 14 99-1.01B References · ASTM D1248 - Polyethylene Plastics - Type 2, Class A and Federal Specification LP-390C, Type 1, Class M, Grade 2, Category 3. · ASTM A500 Cold-Formed Welded and Seamless Carbon Steel Structural Tubing. · ASTM F1487-07ae1 - Standard Consumer Safety Performance Specification for Playground Equipment for Public Use. 99-1.01C Submittals The Contractor shall submit structural engineering calculations (signed and stamped by a registered engineer in the State of California) of all play equipment for review and approval by the Engineer prior to fabrication. The Contractor shall provide manufacturer’s literature (specifications and installation instructions) for all play equipment for review prior to delivery to the site. 99-1.01D Product Handling and Storage Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft. 99-1.02A General The playground equipment system and shade structures shall conform to North Broad Street Neighborhood Park Project #91683 manufactured by Columbia Cascade Play Equipment and Shade-n’-Net of Arizona, Inc. made available through: Paul Daniels Recreation By Design, Inc. 714 484-7807 fax 714 527-5499 info@recbydesign.com 99-1.02B Products The contractor shall furnish the playground equipment listed below in the parts list. The playground equipment color scheme shall follow the Timberform Series Play Equipment natural materials color and finish. 2-5-Year-Old Playground Part List: Quantity Part Number Description 1 Recycled Rubber Safety Surface Dual Hop Scotch Activity 5-12-Year-Old Playground Part List: Quantity Part Number Description 1 1979-6-TF Timberform Climbing Tree 1 4500-021 Timberform Rope Net Climber Page 239 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 15 All ages List: Quantity Part Number Description 1 5-Column Triangle Sail Shade Structure 99-1.03A General Contractor shall install all playground equipment according to manufacturer's specifications. Playground equipment footings shall be designed in compliance with the soils report. The Geotechnical Report footing recommendations supersede manufacturer's specifications. 99-1.03B Payment Payment for furnishing and installing play equipment shall be at the price paid for each (EA) specific item identified in the Bid Item List and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications, and as directed by the Engineer. No additional payment will be made therefor. 99-2 PICNIC AND PATIO TABLES 99-2.01A Summary Picnic Tables shall comply with Wabash Valley: · Model CA2Q50C Camden Collection 42” Round Patio Portable (4) seat Picnic Tables (surface mount), top and seat color: ‘Blue’ Leg color: ‘Gray’ · Model CA2Q501 Camden Collection 42” Round Patio Portable (4) seat Picnic table (inground mount), top and seat color: ‘Blue’, Leg color: ‘Gray’ · Model SG115P Signature 8’ Portable Picnic Table, top and seat color:’Blue’, Leg color: ‘Gray’ 99-2.02A Products Wabash Valley Camden Collection 42” Round Patio Portable (4) seat Picnic Tables, fabricated from 2-7/8” OD heavy duty steel tubing with Plastisol coated perforated top and seat. Wabash Valley 8’ ADA Signature Series Picnic Table - 8' fabricated from 2-3/8" OD heavy duty steel tubing with Plastisol coated perforated top and seat. 99-2.03A Fabrication Contractor shall assemble and install picnic tables according to manufacturer's specifications. Contractor shall construct footings prior to installation and install tables with Wabash Surface Mount Package onto the custom footing condition shown on plans. 99-2.03B Payment As shown on the bid item list, picnic and patio table installation shall be paid on a per each unit basis. The unit price includes all work to install Wabash Valley Camden Collection Picnic Tables models CA2Q50C, CA2Q501, and Wabash Valley Signature Series model SG115P 8’ Picnic table and all associated appurtenances, complete and in place as shown on the Plans, as specified in the Standard Specifications and these Special Provisions. No additional payment will be made therefor. Page 240 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 16 99-3 HYDRATION STATION AND PERCOLATION WELL 99-3.01A General The hydration station and percolation well (also referred to as Bottle Filling Station / Drinking & Pet Fountain) shall conform to Most Dependable Fountains, Inc Phone: (800) 552-6331. 99-3.02A Material The Bottle Filling Station with Drinking Fountain and Pet Fountain shall be Most Dependable Fountains: Model Number 10145 SMSS. The Bottle Filling Station with Drinking Fountain and Pet Fountain color shall be Blue. 99-3.03A Fabrication Contractor shall install the Bottle Filling Station with Drinking & Pet Fountain according to manufacturer's specifications and the Plans. Comply with Section 9, California Proposition 6 and the Federal Safe Drinking Water Act. 99-3.03B Payment As shown on the bid item list, the new Bottle Filling Station with Drinking & Pet Fountain will be paid in lump sum. The lump sum price includes all work to install a Most Dependable Fountain Model Number 10145 SMSS, provide a water connection, install a percolation well, and all associated appurtenances, complete and in place as shown on the Plans, as specified in the Standard Specifications and these Special provisions. No additional payment will be made therefor. 99-4 ENGINEERED WOOD FIBER (EWF) SAFETY SURFACE, FELT, AND DRAIN 99-4.01A General The work specified in this section consists of the installation of Engineered Wood Fiber in accordance with these specifications, and in conformity with the dimensions and notes shown in the Plans, and per manufacturers specifications included in Appendix G. 99-4.01B References · ASTM F1951 - Determination of accessibility of surface systems under and around playground equipment. · ASTM F1292-17a - Impact attenuation of surface systems under and around playground equipment. · ASTM F2075 - Minimum characteristics for those factors that determine particle size, consistency, purity and ability to drain. · IPEMA Certification: IPEMA independent laboratory that validates a manufacturer's certification of conformance to ASTM F1292-17a and ASTM F2075. 99-4.01C Submittals Provide Manufacturer's proof of IPEMA certification and all product data. Page 241 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 17 99-4.02A Materials The product shall be manufactured of a ground wood fiber comprised of softwoods and/or hardwoods, consisting of randomly sized wood fibers, the majority of which do not exceed 2" in length and no more than 15% fines to aid in compaction. Product to have minimal bark and to be free of twigs, leaf debris and other organic material. Product depth, after installation, must be in accordance with the procedure described in ASTM F1292-17a and meet guidelines for critical height as set forth by the Consumer Product Safety Commission for use of wood products for protective surfacing. 99-4.03A Fabrication and Installation Contractor shall: 1. Excavate the play areas to proper depths as indicated on the plans. 2. Install playground equipment. 3. Install drainage system (gravel, drainpipe, filter fabric). 4. Mark compacted EWF depth on playground equipment uprights using a permanent marker or warning label. 5. Install engineered wood fiber to the proper depth, mounding in the center of the play areas of the playground. 6. Provide overfill per the plans. 7. Hand rake for a smooth finished surface. 8. Install wear mats as indicated on plans. 99-4.03B Payment Payment for furnishing and installing engineered wood fiber (EWF) safety surface, felt, and drain shall be on a square foot (SF) unit price basis and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications, and as directed by the Engineer. No additional payment will be made therefor. 99-5 SPECTRATURF SAFETY SURFACING (INCLUDING BASE MATERIALS, FELT, AND DRAIN) 99-5.01A General The work specified in this section consists of the installation of Spectraturf Safety Surfacing in accordance with these specifications, and in conformity with the dimensions and notes shown in the Plans, and per manufacturers recommendations. 99-5.01B References · ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers-Tension. · ASTM D624 Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers. · ASTM D2047 Standard Test Method for Static Coefficient of Friction of Polish- Coated Floor Surfaces as Measured by the James Machine. Page 242 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 18 · ASTM D2859 Standard Test Method for Flammability of Finished Textile Floor Covering Materials. · ASTM E303 Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester. · ASTM F1292 Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. · ASTM F1951 Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment. 99-5.01C Submittals · General: Submit listed submittals in accordance with Section 5-1.23. · Product Data: Submit manufacturer’s product data and installation instructions. · Verification Samples: Submit manufacturer’s standard verification samples of 6" x 6" minimum. · Quality Assurance/Control Submittals: Submit the following: o Certificate of qualifications of the playground surfacing installer. · Closeout Submittals: Submit the following: o Warranty documents specified herein. 99-5.01D Quality Assurance · Qualifications: Utilize an installer approved and trained by the manufacturer of the playground surfacing system or a direct employee of the manufacturer’s installation division, having experience with other projects of the scope and scale of the work described in this section. · Certifications: Certification by manufacturer that installer is an approved applicator of the playground surfacing system. · International Play Equipment Manufacturers Association (IPEMA) certified. 99-5.01E Delivery, Storage, and Handling · Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact. · Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at a minimum temperature of 40 degrees F (4 degrees C) and a maximum temperature of 90 degrees F (32 degrees C). 99-5.01F Project/Site Conditions · Environmental Requirements: Install surfacing system when minimum ambient temperature is 40 degrees F (1 degree C) and maximum ambient temperature is 95 degrees F (32 degrees C). Exception to the temperature requirements can be made by the manufacturer of the surfacing system. Do not install in steady or heavy rain. 99-5.02A Materials A. Manufacturer: SpectraTurf, Inc. Contact: 555 South Promenade Avenue, #103, Corona, CA 92879 Telephone: (800) 875-5788; Fax: (951) 734-3630 Page 243 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 19 E-mail: info@spectraturf.com website: http://www.spectraturf.com B. Proprietary Products/Systems. SpectraPour Poured-in-place playground surfacing system, including the following: 1. SpectraPour Poured-In-Place Primer: a. Material: Urethane. 2. SpectraPour Poured-in-Place Basemat: a. Material: 100% recycled blend of shredded SBR (styrene butadiene rubber) and urethane. b. Basemat Thickness: 2" 3. SpectraPour Poured-In-Place Top Surface: a. Material: Blend of recycled EPDM (ethylene propylene diene monomer) rubber and aromatic or aliphatic urethane binder. b. Top Surface Thickness: minimum 1/2", maximum 5/8". c. Color: per Plans. d. Dry Static Coefficient of Friction (ASTM D2047): 1.0. e. Wet Static Coefficient of Friction (ASTM D2047): 0.9. f. Dry Skid Resistance (ASTM E303): 89. g. Wet Skid Resistance (ASTM E303): 57. C. Substitutions: No substitutions permitted. D. Mixes 1. Required mix proportions by weight: Basemat: 16+% urethane (as ratio: 14% urethane divided by 86% rubber). 14% urethane, 86% rubber (based on entire rubber & urethane mix). Page 244 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 20 Top Surface: 22% urethane (ratio: 18% urethane divided by 82% rubber). 18% urethane, 82% rubber (based on entire rubber & urethane mix). 99-5.03A Manufacturer’s Instructions Contractor shall comply with the instructions and recommendations of the playground surfacing manufacturer. 99-5.03B Examination A. Substrate preparation must be in accordance with surfacing manufacturer’s specification. New asphalt must be fully cured – up to 30 days. New concrete must be fully cured – up to 7 days. B. Proper drainage is critical to the longevity of the SpectraPour CA Poured-in- Place surfacing system. Inadequate drainage will cause premature breakdown of the poured system in affected areas; and void the warranty. 99-5.03C Preparation A. Surface Preparation: Using a brush or short nap roller, apply primer to the substrate perimeter and any adjacent vertical barriers such as playground equipment support legs, curbs or slabs that will contact the surfacing system at the rate of 300 ft2/gal. 99-5.03D Installation A. Do not proceed with playground surfacing installation until all applicable site work, including substrate preparation, fencing, playground equipment installation and other relevant work, has been completed. B. Basemat Installation: 1. Using screeds and hand trowels, install the basemat at a consistent density of 29 pounds, 1 ounce per cubic foot to the specified thickness. 2. Allow basemat to cure for sufficient time so that indentations are not left in the basemat from applicator foot traffic or equipment. 3. Do not allow foot traffic or use of the basemat surface until it is sufficiently cured. C. Primer Application: Using a brush or short nap roller, apply primer to the basemat perimeter and any adjacent vertical barriers such as playground equipment support legs, curbs or slabs that will contact the surfacing system at the rate of 300 ft2/gal (7.5 m2/L). D. Top Surface Installation: 1. Using a hand trowel, install top surface at a consistent density of 58 pounds, 9 ounces per cubic foot to a nominal thickness of 1/2". Page 245 of 489 SPECIAL PROVISIONS SPECIAL PROVISIONS 21 2. Allow top surface to cure for a minimum of 48 hours for aromatic resin / 72 hours for aliphatic resin. 3. At the end of the minimum curing period, verify that the top surface is sufficiently dry and firm to allow foot traffic and use without damage to the surface. 4. Do not allow foot traffic or use of the surface until it is sufficiently cured. 99-5.03E Protection Protect the installed playground surface from damage resulting from subsequent construction activity on the site. 99-5.03F Payment Payment for furnishing and installing spectraturf safety surfacing and base materials, felt, and drain shall be on a square foot (SF) unit price basis and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications, and as directed by the Engineer. No additional payment will be made therefor. DIVISION XIII APPENDICES Add Section 100-1.01 APPENDICES: Appendix A – Form of Agreement Appendix B – Technical Specifications – Electrical Sections Appendix C – PG&E Electrical Service Design Appendix D – Geotechnical Report Appendix E – Caltrans Encroachment Permit Appendix F – Columbia Cascade / Timberform and Shade-n-Net Specifications, and Cut Sheets, and Installation Guide Appendix G – Fibar Engineered Wood Fiber (EWF) – System 300 Product Specification Page 246 of 489 APPENDIX APPENDIX 0 APPENDIX A - FORM OF AGREEMENT THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor). WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of NAME OF PROJECT, SPEC NO. in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item No. Item Unit of Measure Estimated Quantity Item Price (in figures) Total (in figures) 1. 2. 3. BID TOTAL: $ .00 Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract. Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive. Page 247 of 489 APPENDIX APPENDIX 1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: 1. Notice to Bidders and Information for Bidders 2. Standard Specifications and Engineering Standards 3. Special Provisions, any Addenda, Plans and Contract Change Orders 4. Caltrans Standard Specifications and Standard Plans 2015 5. Accepted Bid and Bid Bond 6. List of Subcontractors 7. Public Contract Code Sections 10285.1 Statement 8. Public Contract Code Section 10162 Questionnaire 9. Public Contract Code Section 10232 Statement 10. Labor Code Section 1725.5 Statements 11. Bidder Acknowledgements 12. Qualifications 13. Non-collusion Declaration 14. Agreement and Bonds 15. Insurance Requirements and Forms ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement. The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In Page 248 of 489 APPENDIX APPENDIX 2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City. ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO A Municipal Corporation __________________________________ Derek Johnson, City Manager APPROVED AS TO FORM CONTRACTOR: Name of Company ________________________________ By:________________________________ J. Christine Dietrick City Attorney Name of CAO/President Its: CAO/PRESIDENT (2nd signature required if Corporation): By:________________________________ Name of Corporate Officer Its: ____________________ Page 249 of 489 APPENDIX APPENDIX 3 APPENDIX B - TECHNICAL SPECIFICATIONS – ELECTRICAL SECTIONS Page 250 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 33 00 -1 SUBMITTAL PROCEDURES SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 GENERAL 1.01 SUMMARY A.Section includes:Requirements and procedures for submittals. B.Related sections: 1.Section 01_77_00 -Closeout Procedures. 1.02 DEFINITIONS A.Certificates:Describe certificates that document affirmations by the Contractor or other entity that the work is in accordance with the Contract Documents. B.Extra stock materials:Describe extra stock materials to be provided for the Owner's use in facility operation and maintenance. C.Maintenance material submittals:Use this article to categorize maintenance materials submittals requiring no Engineer action other than confirmation of receipt under an explanatory heading. D.Manufacturer's instructions:Instructions,stipulations,directions,and recommendations issued in printed form by the manufacturer of a product addressing handling,installation,erection,and application of the product;manufacturer's instructions are not prepared especially for the Work. E.Product data:Product data usually consists of manufacturers'printed data sheets or catalog pages illustrating the products to be incorporated into the project. F.Samples:Samples are full-size actual products intended to illustrate the products to be incorporated into the project.Sample submittals are often necessary for such characteristics as colors,textures,and other appearance issues. G.Spare parts:Describe spare parts necessary for the Owner's use in facility operation and maintenance;identify the type and quantity here,but include the actual characteristics of the spare parts in Product as part of the specification of the product. H.Shop drawings:Shop drawings are prepared specifically for the project to illustrate details, dimensions,and other data necessary for satisfactory fabrication or construction that are not shown in the contract documents.Shop drawings could include graphic line-type drawings, single-line diagrams,or schedules and lists of products and their application. I.Submittals:Submittals are samples,product data,shop drawings,and others that demonstrate how Contractor intends to conform with the Contract Documents. J.Tools:Tools are generally defined as items such as special wrenches,gauges,circuit setters, and other similar devices required for the proper operation or maintenance of a system that would not normally be in the Owner's tool kit. 1.03 GENERAL INSTRUCTIONS A.Certification:Contractor is responsible to determine and verify all field measurements,field construction criteria,materials,dimensions,catalog numbers and similar data,and check and coordinate each item with other applicable approved shop drawings and all Contract requirements. B.Provide submittals that are specified or reasonably required for construction,operation,and maintenance of the Work. C.Where multiple submittals are required,provide a separate submittal for each specification section. 1.In order to expedite construction,the Contractor may make more than a.1 submittal per specification section,but a single submittal may not cover more than 1 specification section: 2.The only exception to this requirement is when 1 specification section covers the requirements for a component of equipment specified in another section. Page 251 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 33 00 -2 SUBMITTAL PROCEDURES 3.For example,circuit breakers are a component of switchgear.The switchgear submittal must also contain data for the associated circuit breakers,even though they are covered in a different specification section. D.Edit all submittals so that the submittal specifically applies to only the equipment furnished. Neatly cross out all extraneous text,options,models,etc.that do not apply to the equipment being furnished,so that the information remaining is only applicable to the equipment being furnished. E.Prepare submittals in the English language.Do not include information in other languages. F.Present measurements in customary American units (feet,inches,pounds,etc.). G.Must be clear and legible,and of sufficient size for presentation of information. H.Minimum page size will be 8 1/2 inches by 11 inches: 1.Maximum page size will be 11 inches by 17 inches. I.Show dimensions,construction details,wiring diagrams,controls,manufacturers,catalog numbers,and all other pertinent details. J.Provide submittal information from only 1 manufacturer for a specified product.Submittals with multiple manufacturers for 1 product will be rejected without review. K.Indicate project designated equipment tag numbers from P&IDs for submittal of devices, equipment,and assemblies. 1.04 SUBMITTAL ORGANIZATION A.Fully indexed with bookmarks for every section. B.Sequentially number pages within the tabbed sections: 1.Submittals that are not fully indexed and tabbed with sequentially numbered pages,or are otherwise unacceptable,will be returned without review. C.Organize submittals in exactly the same order as the items are referenced,listed,and/or organized in the specification section. D.For submittals that cover multiple devices used in different areas under the same specification section,the submittal for the individual devices must list the area where the device is used. E.Attachments: 1.Specification section:Include with each submittal a copy of the relevant specification section. a.Indicate in the left margin,next to each pertinent paragraph,either compliance with a check (√)or deviation with a consecutive number (1,2,3). b.Provide a list of all numbered deviations with a clear explanation and reason for the deviation. 2.Drawings:Include with each submittal a copy of the relevant Drawing,including relevant addendum updates. a.Indicate either compliance with a check (√)or deviation with a consecutive number (1,2,3). b.Provide a list of all numbered deviations with a clear explanation and reason for the deviation. c.Provide field dimensions and relationship to adjacent or critical features of the Work or materials. F.Contractor:Prepare submittal information in sufficient detail to show compliance with specified requirements. 1.Determine and verify quantities,field dimensions,product dimensions,specified design and performance criteria,materials,catalog numbers,and similar data. 2.Coordinate submittal with other submittals and with the requirements of the Contract Documents. 3.Check,verify,and revise submittals as necessary to bring them into conformance with Contract Documents and actual field conditions. Page 252 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 33 00 -3 SUBMITTAL PROCEDURES 1.05 SUBMITTAL METHOD AND FORMAT A.Submittals in electronic media format: 1.General:Provide all information in PC-compatible format using Windows®operating system as utilized by the Owner and Engineer. 2.Text:Provide text documents and manufacturer’s literature in Portable Document Format (PDF). 3.Graphics:Provide graphic submittals (drawings,diagrams,figures,etc)utilizing Portable Document Format (PDF). 1.06 SUBMITTAL PROCEDURE A.Engineer:Review submittal and provide response: 1.Review description: a.Engineer will be entitled to rely upon the accuracy or completeness of designs, calculations,or certifications made by licensed professionals accompanying a particular submittal whether or not a stamp or seal is required by Contract Documents or Laws and Regulations. b.Engineer's review of submittals shall not release Contractor from Contractor's responsibility for performance of requirements of Contract Documents.Neither shall Engineer's review release Contractor from fulfilling purpose of installation nor from Contractor's liability to replace defective work. c.Engineer's review of shop drawings,samples,or test procedures will be only for conformance with design concepts and for compliance with information given in Contract Documents. d.Engineer's review does not extend to: 1)Accuracy of dimensions,quantities,or performance of equipment and systems designed by Contractor. 2)Contractor's means,methods,techniques,sequences,or procedures except when specified,indicated on the Drawings,or required by Contract Documents. 3)Safety precautions or programs related to safety which shall remain the sole responsibility of the Contractor. e.Engineer can Approve or Not Approve any exception at their sole discretion. 2.Review timeframe: a.Except as may be provided in technical specifications,a submittal will be returned within 14 calendar days. b.When a submittal cannot be returned within the specified period,Engineer will,within a reasonable time after receipt of the submittal,give notice of the date by which that submittal will be returned. c.Engineer’s acceptance of progress schedule containing submittal review times less than those specified or agreed to in writing by Engineer will not constitute Engineer’s acceptance of review times. d.Critical submittals: 1)Contractor will notify Engineer in writing that timely review of a submittal is critical to the progress of Work. 3.Schedule delays: a.No adjustment of Contract Times or Contract Price will be allowed due to Engineer’s review of submittals,unless all of the following criteria are met: 1)Engineer has failed to review and return first submission within the agreed upon time frame. 2)Contractor demonstrates that delay in progress of Work is directly attributable to Engineer’s failure to return submittal within time indicated and accepted by Engineer. 4.Review response will be returned to Contractor with one of the following dispositions: a.APPROVED,ACCEPTED or NO EXCEPTIONS TAKEN: 1)No Exceptions: Page 253 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 33 00 -4 SUBMITTAL PROCEDURES (a)There are no notations or comments on the submittal and the Contractor may release the equipment for production. 2)Approved with Corrections Noted -See Comments: (a)The Contractor may proceed with the work,however,all notations and comments must be incorporated into the final product. (b)Resubmittal not required. 3)Make Corrections Noted -Confirm: (a)The Contractor may proceed with the work,however,all notations and comments must be incorporated into the final product. (b)Submit confirmation specifically addressing each notation or comment to the Engineer within 15 calendar days of the date of the Engineer’s transmittal requiring the confirmation. b.AMEND-RESUBMIT: 1)Correct and resubmit: (a)Contractor may not proceed with the work described in the submittal. (b)Contractor assumes responsibility for proceeding without approval. (c)Resubmittal of complete submittal package is required within 14 calendar days of the date of the Engineer’s submittal review response. 2)REJECTED -See Remarks: (a)Contractor may not proceed with the work described in the submittal. (b)The submittal does not meet the intent of the Contract Documents. Resubmittal of complete submittal package is required with materials, equipment,methods,etc.that meet the requirements of the Contract Documents. c.Receipt acknowledged:Filed for record: 1)This is used in acknowledging receipt of informational submittals that address means and methods of construction such as schedules and work plans, conformance test reports,health and safety plans,etc. B.Contractor:Prepare resubmittal,if applicable: 1.Clearly identify each correction or change made. 2.Include a response in writing to each of the Engineer’s comments or questions for submittal packages that are resubmitted in the order that the comments or a.questions were presented throughout the submittal and numbered consistent with the Engineer’s numbering. b.Acceptable responses to Engineer’s comments are listed below: 1)“Incorporated”Engineer’s comment or change is accepted and appropriate changes are made. 2)“Response”Engineer’s comment not incorporated.Explain why comment is not accepted or requested change is not made.Explain how requirement will be satisfied in lieu of comment or change requested by Engineer. c.Reviews and resubmittals: 1)Contractor shall provide resubmittals which include responses to all submittal review comments separately and at a level of detail commensurate with each comment. 2)Contractor responses shall indicate how the Contractor resolved the issue pertaining to each review comment.Responses such as “acknowledged”or “noted”are not acceptable. 3)Resubmittals which do not comply with this requirement may be rejected and returned without review. 4)Contractor shall be allowed no extensions of any kind to any part of their contract due to the rejection of non-compliant submittals. 5)Submittal review comments not addressed by the Contractor in resubmittals shall continue to apply whether restated or not in subsequent reviews until adequately addressed by the Contractor to the satisfaction of the reviewing and approving authority. Page 254 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 33 00 -5 SUBMITTAL PROCEDURES d.Any resubmittal that does not contain responses to the Engineer’s previous comments shall be returned for Revision and Resubmittal. 1)No further review by the Engineer will be performed until a response for previous comments has been received. 3.Resubmittal timeframe: a.Contractor shall provide resubmittal within 14 days. b.When a resubmittal cannot be returned within the specified period,Contractor shall notify Engineer in writing. 4.Review costs: a.Costs incurred by Owner as a result of additional reviews of a particular submittal after the second time it has been reviewed shall be borne by Contractor. b.Reimbursement to Owner will be made by deducting such costs from Contractor's subsequent progress payments. 1.07 SHOP DRAWINGS A.Contractor to field verify elevation,coordinates,and pipe material for pipe tie-in to pipeline or structure prior to the preparation of shop drawings. B.Details: 1.Fabrication drawings:Drawn to scale and dimensioned. 2.Front,side,and,rear elevations,and top and bottom views,showing all dimensions. 3.Locations of conduit entrances and access plates. 4.Component layout and identification. 5.Weight. 6.Finish. 7.Temperature limitations,as applicable. 8.Nameplate information. C.Minor or incidental products and equipment schedules: 1.Details: a.Shop Drawings of minor or incidental fabricated products will not be required,unless requested. b.Submit tabulated lists of minor or incidental products showing the names of the manufacturers and catalog numbers,with Product Data and Samples as required to determine acceptability. 1.08 PRODUCT DATA A.Details: 1.Supplier name and address. 2.Subcontractor name and address. B.Include: 1.Catalog cuts. 2.Bulletins. 3.Brochures. 4.Manufacturer’s Certificate of Compliance:Signed by product manufacturer along with supporting reference data,affidavits,and tests,as appropriate. 5.Manufacturer’s printed recommendations for installation of equipment. 6.Quality photocopies of applicable pages from manufacturer’s documents. C.Motor Data Sheet: 1.Provide completed Motor Data Sheet as specified in Section 26_05_09,for every motor furnished as part of the associated equipment submittal. D.Test reports including the following information: 1.Test description. 2.List of equipment used. 3.Name of the person conducting the test. 4.Date and time the test was conducted. Page 255 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 33 00 -6 SUBMITTAL PROCEDURES 5.Ambient temperature and weather conditions. 6.All raw data collected. 7.Calculated results. 8.Clear statement if the test passed or failed the requirements stated in Contract Documents. 9.Signature of the person responsible for the test. E.Certificates: 1.As specified in technical sections. 2.For products that will be in contact with potable water,submit evidence from a nationally recognized laboratory that the products comply with the requirements of the NSF 61 and NSF 372 standard. 1.09 SAMPLES A.Details: 1.Submit labeled samples. 2.Samples will not be returned. 3.Provide samples from manufacturer’s standard colors,materials,products,or equipment lines. a.Clearly label samples to indicate any that represent non-standard colors,materials, products,or equipment lines and that if selected,will require an increase in Contract Time or Contract Price. 4.Provide number of sample submittals as below: a.Total:3 minimum. 1)Owner:1. 2)Engineer:2. 3)Contractor:None. B.Field samples: 1.As specified in technical sections. 1.10 DESIGN CALCULATIONS A.Defined in technical sections: 1.Calculations must bear the original seal and signature of a Professional Engineer licensed in the state where the project is located and who provided responsible charge for the design. 1.11 CLOSEOUT SUBMITTALS A.Provide closeout submittals as specified in Section 01_77_00. B.Operation and Maintenance Manuals:final documents shall be submitted as specified in technical sections. C.Extra materials,spare parts,etc.:Submittal forms shall indicate when actual materials are submitted. PART 2 PRODUCTS 2.01 NOT USED. PART 3 EXECUTION 3.01 NOT USED. END OF SECTION Page 256 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 77 00 -1 CLOSEOUT PROCEDURES SECTION 01 77 00 CLOSEOUT PROCEDURES PART 1 GENERAL 1.01 SUMMARY A.Section includes:Contract closeout requirements including: 1.Final cleaning. 2.Waste disposal. 3.Touch-up and repair. 4.Disinfection of systems. 5.Preparation and submittal of closeout documents. 6.Certificate of Substantial Completion. 1.02 FINAL CLEANING A.Perform final cleaning prior to inspections for Substantial Completion. B.Employ skilled workers who are experienced in cleaning operations. C.Use cleaning materials which are recommended by manufacturers of surfaces to be cleaned. D.Prevent scratching,discoloring,and otherwise damaging surfaces being cleaned. E.Clean roofs,gutters,downspouts,and drainage systems. F.Broom clean exterior paved surfaces and rake clean other surfaces of site work: 1.Police yards and grounds to keep clean. G.Remove dust,cobwebs,and traces of insects and dirt. H.Clean grease,mastic,adhesives,dust,dirt,stains,fingerprints,paint,blemishes,sealants, plaster,concrete,and other foreign materials from sight-exposed surfaces,and fixtures and equipment. I.Remove non-permanent protection and labels. J.Wash and polish glass,inside and outside. K.Polish glossy surfaces to clear shine. L.Clean permanent filters and replace disposable filters when heating,ventilation,and air conditioning units were operated during construction. M.Clean ducts,blowers,and coils when units were operated without filters during construction. N.Clean light fixtures and replace burned-out or dim lamps. O.Probes,elements,sample lines,transmitters,tubing,and enclosures have been cleaned and are in like-new condition. 1.03 WASTE DISPOSAL A.Arrange for and dispose of surplus materials,waste products,and debris off-site: 1.Prior to making disposal on private property,obtain written permission from Owner of such property. B.Do not fill ditches,washes,or drainage ways which may create drainage problems. C.Do not create unsightly or unsanitary nuisances during disposal operations. D.Maintain disposal site in safe condition and good appearance. E.Complete leveling and cleanup prior to Final Completion of the Work. 1.04 TOUCH-UP AND REPAIR A.Touch-up or repair finished surfaces on structures,equipment,fixtures,and installations that have been damaged prior to inspection for Substantial Completion. B.Refinish or replace entire surfaces which cannot be touched-up or repaired satisfactorily. Page 257 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 77 00 -2 CLOSEOUT PROCEDURES 1.05 CLOSEOUT DOCUMENTS A.Submit following Closeout Submittals before Substantial Completion: 1.Punchlist of items to be completed or corrected with the request for issuance of Substantial Completion. 2.Evidence of Compliance with Requirements of Governing Authorities. 3.Project Record Documents. 4.Approved Operation and Maintenance Manuals. 5.Approved Warranties and Bonds. 6.Keys and Keying Schedule. 7.Completed contract requirements for commissioning and process start-up. 1.06 EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES A.Submit the following: 1.Certificate of Occupancy. 2.Certificates of Inspection: 1.07 PROJECT RECORD DOCUMENTS A.Maintain at Project site,available to Owner and Engineer,1 copy of the Contract Documents, shop drawings,and other submittals in good order: 1.Mark and record field changes and detailed information contained in submittals and change orders. 2.Record actual depths,horizontal and vertical location of underground pipes,duct banks, and other buried utilities.Reference dimensions to permanent surface features. 3.Identify specific details of pipe connections,location of existing buried features located during excavation,and the final locations of piping,equipment,electrical conduits, manholes,and pull boxes. 4.Identify location of spare conduits including beginning,ending,and routing through pull boxes and manholes.Record spare conductors,including number and size,within spare conduits and filled conduits. 5.Provide schedules,lists,layout drawings,and wiring diagrams. 6.Make annotations in electronic format.conforming to the following color code: Additions:Red Deletions:Green Comments Blue Dimensions:Graphite B.Maintain documents separate from those used for construction: 1.Label documents "RECORD DOCUMENTS." C.Keep documents current: 1.Record required information at the time the material and equipment is installed and before permanently concealing. 2.Engineer will review Record Documents weekly to ascertain that changes have been recorded. D.Affix civil engineer's or professional land surveyor's signature and registration number to Record Drawings to certify accuracy of information shown. E.Deliver Record Documents with transmittal letter containing date,Project title,Contractor's name and address,list of documents,and signature of Contractor. F.Record Documents will be reviewed monthly to determine the percent complete for the monthly pay application. G.Updated Record Documents are a condition for Engineer’s recommendation for progress payment. 1.08 MAINTENANCE SERVICE A.Maintenance service as specified in technical specifications. Page 258 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 01 77 00 -3 CLOSEOUT PROCEDURES 1.09 SUBSTANTIAL COMPLETION A.Obtain Certificate of Substantial Completion. 1.10 FINAL COMPLETION A.When Contractor considers the Work is complete,submit written certification that: 1.Work has been completed in accordance with the Contract Document: 2.Punch list items have been completed or corrected. 3.Work is ready for final inspection. B.Engineer will make an inspection to verify the status of completion with reasonable promptness. C.Should the Engineer consider that the Work is incomplete or defective: 1.Engineer will promptly notify the Contractor in writing,listing the incomplete or defective work. 2.Contractor shall take immediate steps to remedy the stated deficiencies,and send a second written certification to the Engineer that the Work is complete. 3.Engineer shall re-inspect the Work. 1.11 FINAL ADJUSTMENT OF ACCOUNTS A.Submit a final statement of accounting to the Engineer at least 7 days prior to final Application for Payment. B.Statement shall reflect all adjustments to the Contract amount. 1.The original Contract amount. 2.Additions and deductions resulting from: a.Change Orders. b.Units installed and unit prices. c.Set-offs for uncorrected or incomplete Work. d.Set-offs for liquidated damages. e.Set-offs for reinspection payments. f.Extended engineering and/or inspection services and inspection overtime. g.Excessive shop drawings review cost by the Engineer. h.Other adjustments. 3.Total Contract amount,as adjusted. 4.Previous payments. 5.Remaining payment due. C.Engineer will prepare a final Change Order reflecting approved adjustments to the Contract amount which were not previously made by Change Orders. 1.12 FINAL APPLICATION FOR PAYMENT A.Contractor shall submit the final Application for Payment reflecting the agreed upon information provided in the final statement of accounting. PART 2 PRODUCTS 2.01 NOT USED. PART 3 EXECUTION 3.01 NOT USED. END OF SECTION Page 259 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -1 COMMON WORK RESULTS FOR ELECTRICAL SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.General requirements applicable to all Electrical Work. 2.General requirements for electrical submittals. B.Interfaces to equipment,instruments,and other components: 1.The Drawings,Specifications,and overall design are based on preliminary information furnished by various equipment manufacturers which identify a minimum scope of supply from the manufacturers.This information pertains to,but is not limited to,instruments, control devices,electrical equipment,packaged mechanical systems,and control equipment provided with mechanical systems. 2.Provide all material and labor needed to install the actual equipment furnished,and include all costs to add any additional conduit,wiring,terminals,or other electrical hardware to the Work,which may be necessary to make a complete,functional installation based on the actual equipment furnished: a.Make all changes necessary to meet the manufacturer’s wiring requirements. 3.Submit all such changes and additions to the Engineer for acceptance. 4.Review the complete set of Drawings and Specifications in order to ensure that all items related to the electrical power and control systems are completely accounted for.Include any such items that appear on the Drawings or in the Specifications from another discipline in the scope of Work: a.If a conflict between Drawings and Specifications is discovered,refer conflict to the Engineer as soon as possible for resolution. 5.Loop drawings: a.Provide all electrical information required in the preparation of loop drawings including,but not limited to: 1)Conduit numbers and associated signal(s)contained within each conduit. 2)Wire numbers. 3)Equipment terminal numbers. 4)Junction boxes and signal(s)contained within each junction box. 5)Equipment power sources,and associated circuit numbers. 6)As-built drawings detailing wiring. C.All electrical equipment and systems for the entire Project must comply with the requirements of the Electrical Specifications,whether referenced in the individual Equipment Specifications or not: 1.The requirements of the Electrical Specifications apply to all Electrical Work specified in other sections. 2.Inform all vendors supplying electrical equipment or systems of the requirements of the Electrical Specifications. 3.Owner is not responsible for any additional costs due to the failure of Contractor to notify all subcontractors and suppliers of the Electrical Specifications requirements. D.Contract Documents: 1.General: a.The Drawings and Specifications are complementary and are to be used together in order to fully describe the Work. 2.Specifications: a.The General and Supplementary Conditions of the Contract Documents govern the Work. b.These requirements are in addition to all General Requirements. 3.Contract Drawings: Page 260 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -2 COMMON WORK RESULTS FOR ELECTRICAL a.The Electrical Drawings show desired locations,arrangements,and components of the Electrical Work in a diagrammatic manner. b.Locations of equipment,control devices,instruments,boxes,panels,etc.are approximate only;exercise professional judgment in executing the Work to ensure the best possible installation: 1)The equipment locations and dimensions indicated on the Drawings are approximate.Use the shop drawings to determine the proper layout,foundation, and pad requirements,etc.for final installation.Coordinate with all subcontractors to ensure that all electrical equipment is compatible with other equipment and space requirements.Make changes required to accommodate differences in equipment dimensions. 2)The Contractor has the freedom to select any of the named manufacturers identified in the individual specification sections,if noted;however,the Engineer has designed the spatial equipment layout based upon a single manufacturer and has not confirmed that every named manufacturer’s equipment fits in the allotted space.It is the Contractor’s responsibility to ensure that the equipment being furnished fits within the defined space. c.Installation details: 1)The Contract Drawings include typical installation details the Contractor is to use to complete the Electrical Work.For cases where a typical detail does not apply, develop installation details that may be necessary for completing the Work,and submit these details for review by the Engineer. 2)Not all typical installation details are referenced within the Drawing set.Apply and use typical details where appropriate. d.Schematic diagrams: 1)All controls are shown de-energized. 2)Schematic diagrams show control function only.Incorporate other necessary functions for proper operation and protection of the system. 3)Add slave relays,where required,to provide all necessary contacts for the control system or where needed to function as interposing relays for control voltage coordination,equipment coordination,or control system voltage drop considerations. 4)Mount all devices shown on motor controller schematic diagrams in the controller compartment enclosure,unless otherwise noted or indicated. 5)Schematic diagrams are to be used in conjunction with the descriptive operating sequences in the Contract Documents.Combine all information and furnish a coordinated and fully functional control system. E.Alternates/Alternatives: 1.In accordance with Owner’s front end bid documents. F.Changes and change orders: 1.In accordance with Owner’s front end bid documents. 1.02 REFERENCES A.Code compliance: 1.The publications are referred to in the text by the basic designation only.The latest edition accepted by the Authority Having Jurisdiction of referenced publications in effect at the time of the bid governs. 2.The standards listed are hereby incorporated into this Section. a.American National Standards Institute (ANSI). b.American Society of Civil Engineers (ASCE): 1)ASCE 7 -Minimum Design Loads for Buildings and Other Structures. c.ASTM International (ASTM). d.Illuminating Engineering Society (IES). e.Institute of Electrical and Electronics Engineers (IEEE). f.Insulated Cable Engineers Association (ICEA). Page 261 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -3 COMMON WORK RESULTS FOR ELECTRICAL g.International Code Council (ICC). 1)International Code Council Evaluation Service (ICC-ES). (a)AC 156 –Acceptance Criteria for Seismic Certification by Shake Table Testing of Non-Structural Components (ICC-ES AC 156). h.International Society of Automation (ISA). i.National Electrical Manufacturers Association (NEMA): 1)250 -Enclosures for Electrical Equipment (1000 V Maximum). j.National Fire Protection Association (NFPA): 1)70 -National Electrical Code (NEC). k.National Institute of Standards and Technology (NIST). l.Underwriters'Laboratories,Inc.(UL). B.Compliance with laws and regulations: 1.In accordance with Owner’s front end bid documents. 1.03 DEFINITIONS A.Definitions of terms and other electrical and instrumentation considerations as set forth by: 1.IEEE. 2.NETA. 3.IES. 4.ISA. 5.NEC. 6.NEMA. 7.NFPA. 8.NIST. B.Specific definitions: 1.FAT:Factory acceptance test. 2.ICSC:Instrumentation and controls subcontractor. 3.LCP:Local control panel:Operator interface panel that may contain an HMI,pilot type control devices,operator interface devices,control relays,etc.and does not contain a PLC or RIO. 4.PCM:Process control module:An enclosure containing any of the following devices:PLC, RTU,or RIO. 5.PCIS:Process control and instrumentation system. 6.RTU:Remote telemetry unit:A controller typically consisting of a PLC,and a means for remote communications.The remote communications devices typically are radios, modems,etc. 7.Space:That portion of the switchgear,motor control center,panelboard,switchboard or control panel that does not physically contain a device but is capable of accepting a device with no modifications to the equipment,i.e.,provide all standoffs,bus,and hardware,as part of the space. 8.Spare:That portion of the switchgear,motor control center,panelboard,switchboard or control panel that physically contains a device with no load connections to be made. 9.VCP:Vendor control panel:Control panels that are furnished with particular equipment by a vendor other than the ICSC.These panels may contain PLCs,RIO,OIT,HMI,etc. 10.Unequipped space:That portion of the switchgear,motor control center,panelboard, switchboard or control panel that does not physically contain a device,standoff,bus, hardware,or other equipment. 1.04 SYSTEM DESCRIPTION A.General requirements: 1.The Work includes everything necessary for and incidental to executing and completing the Electrical Work indicated on the Drawings and specified in the Specifications and reasonably inferable there from: a.The Electrical Drawings are schematic in nature;use the Structural,Architectural, Mechanical,and Civil Drawings for all dimensions and scaling purposes. Page 262 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -4 COMMON WORK RESULTS FOR ELECTRICAL 2.It is the intent of these Specifications that the entire electrical power,instrumentation,and control system be complete and operable.Provide all necessary material and labor for the complete system from source of power to final utilization equipment,including all connections,testing,calibration of equipment furnished by others as well as equipment furnished by the Contractor,whether or not specifically mentioned but which are necessary for successful operation. 3.Provide all Electrical Work,including conduit,field wiring,and connections by the electrical subcontractor under the provisions of the Electrical Specifications for all aspects of the Work. 4.Coordinate all aspects of the Work with the electrical subcontractor and other subcontractors before bidding in order to ensure that all costs associated with a complete installation are included.The Owner is not responsible for any change orders due to lack of coordination of the Work between the Contractor,the electrical subcontractor,the other subcontractors or suppliers. 5.Provide all trenching,forming,rebar,concrete,back filling,hard surface removal and replacement,for all items associated with the Electrical Work and installation: a.As specified in the Contract Documents. 6.Defective work: a.In accordance with Owner’s front end bid documents. 1.05 SUBMITTALS A.Furnish submittals as specified in Section 01_33_00 and this Section. B.General: 1.Instruct all equipment suppliers of submittals and operation and maintenance manuals of the requirements in this Section. 2.Furnish the submittals required by each section in the Electrical Specifications. 3.Adhere to the wiring numbering scheme specified in Section 26_05_53 throughout the Project: a.Uniquely number each wire. b.Wire numbers must appear on all Equipment Drawings. 4.Use equipment and instrument tags,as indicated on the Drawings,for all submittals. C.Seismic requirements: 1.Provide electrical equipment with construction and anchorage to supporting structures designed to resist site seismic loads based on the seismic design criteria per the Manufacturer’s instructions. 2.Exemptions:A “statement of seismic qualification”and a “special seismic certification”are not required for the following equipment: a.Temporary or moveable equipment. b.Equipment anchored to the structure and having a total weight of 20 pounds or less. c.Distribution equipment anchored to the structure and having a total unit weight of 3 pounds per linear foot,or less. D.Operation and maintenance manuals: 1.Furnish the Engineer with a complete set of written operation and maintenance manuals 8 weeks before Functional Acceptance Testing. E.Material and equipment schedules: 1.Furnish a complete schedule and/or matrix of all materials,equipment,apparatus,and luminaries that are proposed for use: a.Include sizes,names of manufacturers,catalog numbers,and such other information required to identify the items. F.Schedule of values: 1.In addition to completing all items referred to in the schedule of values,submit per unit material and labor costs used in developing the final bid for the electrical system,for the express purpose of pricing and cost justification for any proposed change orders.In addition to the items shown on the schedule of values,provide per unit material and labor Page 263 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -5 COMMON WORK RESULTS FOR ELECTRICAL costs for conduit and wire installation for specific types,sizes,and locations as indicated on the Drawings and Conduit Schedule.It is the responsibility of the electrical subcontractor to prove to the Engineer’s satisfaction that said per unit costs were used in the development of the final Bid amount. G.Record Documents: 1.In accordance with Owner’s front end bid documents. H.Test reports: 1.As specified in Section 01_33_00. 2.Additional requirements for field acceptance test reports are specified in Section 26_08_50. I.Calculations: 1.Where required by specific Electrical Specifications: a.Because these calculations are being provided by a registered professional engineer, they will be reviewed for form,format,and content but will not be reviewed for accuracy and calculation means. 1.06 QUALITY ASSURANCE A.Furnish all equipment listed by and bearing the label of UL or of an independent testing laboratory acceptable to the Engineer and the Authority Having Jurisdiction. 1.07 DELIVERY,STORAGE,AND HANDLING A.In accordance with Owner’s front end bid documents and per Manufacturer’s instructions. 1.08 PROJECT OR SITE CONDITIONS A.Site conditions: 1.Provide an electrical,instrumentation and control system,including all equipment, raceways,and any other components required for a complete installation that meets the environmental conditions for the Site as specified in the General Requirements and below. 2.Altitude,temperature and humidity: a.Provide all electrical components and equipment fully rated for continuous operation at this altitude,with no additional derating factors applied. b.Provide additional temperature conditioning equipment to maintain all equipment in non-conditioned spaces subject to these ambient temperatures,with a band of 10 degrees Fahrenheit above the minimum operating temperature and 10 degrees Fahrenheit below maximum operating temperature,as determined by the equipment manufacturer’s guidelines: 1)Provide all power conduits wiring for these devices (e.g.heaters,fans,etc.) whether indicated on the Drawings or not. B.Provide enclosures for electrical,instrumentation and control equipment,regardless of supplier or subcontractor furnishing the equipment,that meet the requirements outlined in NEMA Standard 250 for the following types of enclosures: 1.NEMA Type 1:Intended for indoor use,primarily to provide a degree of protection from accidental contact with energized parts or equipment. 2.NEMA Type 3R:Intended for outdoor use,to provide a degree of protection against ingress of solid foreign objects (falling dirt),and from the ingress of water (rain,sleet, snow). 3.NEMA Type 4:Intended for indoor or outdoor use,primarily to protect equipment from exposure to windblown dust and rain,splashing or hose directed water,ice formation and freezing. 4.NEMA Type 4X:Made from corrosion resistant materials (fiberglass reinforced plastic,316 stainless steel or equal)and are intended for indoor or outdoor use,primarily to protect equipment from exposure to windblown dust and rain,splashing or hose directed water, ice formation and freezing,and corrosion. 5.NEMA Type 12:Intended for indoor use,primarily to provide a degree of protection from dust,falling dirt and dripping non-corrosive liquids. Page 264 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -6 COMMON WORK RESULTS FOR ELECTRICAL C.Plant area Electrical Work requirements: 1.Provide all Electrical Work in accordance with the following table,unless otherwise specifically indicated on the Drawings: PLANT AREA NEMA ENCLOSURE TYPE EXPOSED CONDUIT TYPE ENVIRONMENT W =WET D =DAMP C =CLEAN/DRY X =CORROSIVE H = HAZARDOUS SUPPORT MATERIALS ELECTRICAL BUILDING 1,12 GALVANIZED STEEL C GALVANIZED STEEL OUTDOORS 3R,4 GALVANIZED STEEL W STAINLESS STEEL 2.Modify exposed conduit runs as specified in Section 26_05_33. 1.09 SEQUENCING (NOT USED) 1.10 SCHEDULING A.General: 1.As specified in accordance with the Owner’s front end bid documents. 2.Testing requirements are specified in Section 26_08_50 and other sections. B.Pre-submittal conference: 1.Before producing any submittals,schedule a pre-submittal conference for the purposes of reviewing the entire Project,equipment,control philosophy,schedules,and submittal requirements. 1.11 WARRANTY A.Warrant the Electrical Work as specified in in accordance with the Owner’s front end bid documents. 1.Provide additional warranty as specified in the individual Electrical Specifications. 1.12 SYSTEM START-UP A.Replace or modify equipment,software,and materials that do not achieve design requirements after installation in order to attain compliance with the design requirements: 1.Following replacement or modification,retest the system and perform additional testing to place the complete system in satisfactory operation and obtain compliance acceptance from the Engineer. 1.13 OWNER’S INSTRUCTIONS (NOT USED) 1.14 MAINTENANCE A.Before Substantial Completion,perform all maintenance activities required by any sections of the Specifications including any calibrations,final adjustments,component replacements or other routine service required before placing equipment or systems in service. B.Furnish all spare parts as required by other sections of the Specifications. PART 2 PRODUCTS 2.01 MANUFACTURERS A.Provide similar items of same manufacturer throughout the electrical and instrumentation portion of the Project. B.Allowable manufacturers are specified in individual Electrical Specifications. Page 265 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -7 COMMON WORK RESULTS FOR ELECTRICAL 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS A.Furnish all materials under this Contract that are new,free from defects,and standard products produced by manufacturers regularly engaged in the production of these products and that bear all approvals and labels as required by the Specifications. B.Provide materials complying with the applicable industrial standards. C.Stainless steel: 1.Where stainless steel is indicated or used for any portion of the Electrical Work,provide a non-magnetic,corrosion-resistant alloy,ANSI Type 316,satin finish. 2.Provide exposed screws of the same alloys. 3.Provide finished material free of any burrs or sharp edges. 4.Use only stainless steel hardware,when chemically compatible,in all areas that are or could be in contact with corrosive chemicals. 5.Use stainless steel hardware,when chemically compatible,in all chemical areas or areas requiring NEMA Type 4X construction. 6.Do not use stainless steel in any area containing chlorine,gas or solution,chlorine products or ferric chloride. 2.04 MANUFACTURED UNITS (NOT USED) 2.05 EQUIPMENT (NOT USED) 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES (NOT USED) 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES (NOT USED) 2.11 SOURCE QUALITY CONTROL A.Provide all equipment that is new,free from defects,and standard products produced by manufacturers regularly engaged in the production of these products. PART 3 EXECUTION 3.01 EXAMINATION A.It is the electrical subcontractor's responsibility to be fully familiar with the existing conditions and local requirements and regulations. B.Comply with pre-bid conference requirements as specified in in accordance with the Owner’s front end bid documents. C.Review the site conditions and examine all shop drawings for the various items of equipment in order to determine exact routing and final terminations for all wiring and cables. 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.Equipment locations shown on Electrical Drawings may change due to variations in equipment size or minor changes made by others during construction: 1.Verify all dimensions indicated on the Drawings: a.Actual field conditions govern all final installed locations,distances,and levels. 2.Review all Contract Documents and approved equipment shop drawings and coordinate Work as necessary to adjust to all conditions that arise due to such changes. 3.Make minor changes in location of equipment before rough in,as directed by the Owner or Engineer. 4.Provide a complete electrical system: a.Install all extra conduits,cables,and interfaces as may be necessary to provide a complete and operating electrical system. Page 266 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -8 COMMON WORK RESULTS FOR ELECTRICAL B.Install the equipment in accordance with the accepted installation instructions and anchorage details to meet the seismic and wind load requirements at the Project site. C.Cutting and patching: 1.Perform all cutting,patching,channeling,core drilling,and fitting required for the Electrical Work,except as otherwise directed: a.Secure the permission of the Engineer before performing any operation likely to affect the strength of a structural member such as drilling,cutting or piercing: 1)Before cutting,channeling,or core drilling any surface,ensure that no penetration of any other systems will be made: (a)Verify that area is clear and free of conduits,cables,piping,ductwork,post- tensioning cables,etc. (b)Use tone-locate system or X-ray to ensure that area is clear of obstructions. b.Review the complete Drawing set to ensure that there are no conflicts or coordination problems before cutting,channeling,or core drilling any surface. 2.Perform all patching to the same quality and appearance as the original work.Employ the proper tradesmen to secure the desired results.Seal around all conduits,wires,and cables penetrating walls,ceilings,and floors in all locations with a fire stop material, typically: a.3M:CP 25WB+:Caulk. b.3M:Fire Barrier:Putty. 3.Use the installation details indicated on the Drawings as a guide for acceptable sealing methods. D.Install all conduits and equipment in such a manner as to avoid all obstructions and to preserve headroom and keep openings and passageways clear: 1.Install all conduits and equipment in accordance with working space requirements in accordance with the NEC. a.This includes any panel,disconnect switch or other equipment that can be energized while open exposing live parts regardless of whether it is likely to require examination or has serviceable parts. 2.Where the Drawings do not show dimensions for locating equipment,install equipment in the approximate locations indicated on the Drawings. a.Adjust equipment locations as necessary to avoid any obstruction or interferences. 3.Where an obstruction interferes with equipment operation or safe access,relocate the equipment. 4.Where the Drawings do not indicate the exact mounting and/or supporting method to be used,use materials and methods similar to the mounting details indicated on the Drawings. E.Earthwork and concrete: 1.Install all trenching,shoring,concrete,backfilling,grading and resurfacing associated with the Electrical Work: a.Requirements as specified in the Contract Documents. F.Terminations: 1.Provide and terminate all conductors required to interconnect power,controls, instruments,panels,and all other equipment. G.Miscellaneous installation requirements: 1.In case of interference between electrical equipment indicated on the Drawings and the other equipment,notify the Engineer. 2.Location of manholes and pullboxes indicated on the Drawings are approximate. Coordinate exact location of manholes and pullboxes with Mechanical and Civil Work. 3.Provide additional manholes or pullboxes to those shown where they are required to make a workable installation. H.Labeling: 1.Provide all nameplates and labels as specified in Sections 26_05_53. Page 267 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 00 -9 COMMON WORK RESULTS FOR ELECTRICAL I.Equipment tie-downs: 1.Anchor all instruments,control panels,and equipment by methods that comply with seismic and wind bracing criteria,which apply to the Site. 2.All control panels must be permanently mounted and tied down to structures in accordance with the Project seismic criteria. 3.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 COMMISSIONING (NOT USED) 3.08 FIELD QUALITY CONTROL A.Inspection: 1.Allow for inspection of electrical system installation as specified in this section. 2.Provide any assistance necessary to support inspection activities. 3.Engineer inspections may include,but are not limited to,the following: a.Inspect equipment and materials for physical damage. b.Inspect installation for compliance with the Drawings and Specifications. c.Inspect installation for obstructions and adequate clearances around equipment. d.Inspect equipment installation for proper leveling,alignment,anchorage,and assembly. e.Inspect equipment nameplate data to verify compliance with design requirements. f.Inspect raceway installation for quality workmanship and adequate support. g.Inspect cable terminations. 4.Inspection activities conducted during construction do not satisfy inspection or testing requirements specified in Section 26_08_50. B.Field acceptance testing (Functional Testing): 1.Notify the Engineer when the Electrical Work is ready for field acceptance testing. 2.Perform the field acceptance tests as specified in Section 26_08_50. 3.Record results of the required tests along with the date of test: a.Use conduit identification numbers to indicate portion of circuit tested. C.Workmanship: 1.Leave wiring in panels,manholes,boxes,and other locations neat,clean,and organized: a.Neatly coil and label spare wiring lengths. b.Shorten,re-terminate,and re-label excessive used as well as spare wire and cable lengths,as determined by the Engineer. 3.09 ADJUSTING (NOT USED) 3.10 CLEANING A.As specified in Section 01_77_00. B.Remove all foreign material and restore all damaged finishes to the satisfaction of the Engineer and Owner. C.Clean and vacuum all enclosures to remove all metal filings,surplus insulation and any visible dirt,dust or other matter before energization of the equipment or system start-up: D.As specified in other sections of the Contract Documents. 3.11 PROTECTION A.Protect all Work from damage or degradation until Substantial Completion. B.Maintain all surfaces to be painted in a clean and smooth condition. 3.12 SCHEDULES (NOT USED) END OF SECTION Page 268 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 18 -1 600-VOLT OR LESS WIRES AND CABLES SECTION 26 05 18 600-VOLT OR LESS WIRES AND CABLES PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.600 volt class or less wire and cable. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 3.Section 26_05_26 -Grounding and Bonding. 4.Section 26_05_53 -Identification for Electrical Systems. 1.02 REFERENCES A.As specified in Section 26_05_00. B.ASTM International (ASTM): 1.B3 -Standard Specification for Soft or Annealed Copper Wire. 2.B8 -Standard Specification for Concentric-Lay–Stranded Copper Conductors,Hard, Medium-Hard,or Soft. C.CSA International (CSA). D.Insulated Cable Engineers Association (ICEA): 1.NEMA WC 70/ICEA S-95-658-1999 -Standard for Nonshielded Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy. 2.NEMA WC 57/ICEA S-73-532 -Standard for Control,Thermocouple Extension,and Instrumentation Cables. E.National Fire Protection Association (NFPA): 1.70 -National Electrical Code (NEC). 2.72 -National Fire Alarm and Signaling Code. 3.101 -Life Safety Code. F.Telecommunications Industry Association/Electronics Industry Association (TIA/EIA): 1.568-C.2 -Balanced Twisted-Pair Telecommunication Cabling and Components Standard. G.Underwriter's Laboratories Inc.,(UL): 1.44 -Thermoset-Insulated Wires and Cables. 2.1277 -Standard for Electrical Power and Control Tray Cables with Optional Optical-Fiber Members. 3.1424 -Standard for Cables for Power-Limited Fire-Alarm Circuits. 4.1569 -Standard for Metal-Clad Cables. 5.2196 -Standard for Tests for Fire Resistive Cables. 6.2225 -Standard for Cables and Cable-Fittings For Use in Hazardous (Classified) Locations. 1.03 DEFINITIONS A.As specified in Section 26_05_00. B.Definitions of terms and other electrical considerations as set forth in the: 1.ASTM. 2.ICEA. 1.04 SYSTEM DESCRIPTION A.Furnish and install the complete wire and cable system. 1.05 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: Page 269 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 18 -2 600-VOLT OR LESS WIRES AND CABLES 1.Manufacturer of wire and cable. 2.Insulation: a.Type. b.Voltage class. 3.American wire gauge (AWG)size. 4.Conductor material. 5.Pulling compounds. C.Shop drawings: 1.Show splice locations. a.For each proposed splice location provide written justification describing why the splice is necessary. D.Test reports: 1.Submit test reports for meg-ohm tests. E.Calculations: 1.Submit cable pulling calculations to the Engineer for review and comment for all cables that will be installed using mechanical pulling equipment.Show that the maximum cable tension and sidewall pressure will not exceed manufacturer recommended values: a.Provide a table showing the manufacturer’s recommended maximum cable tension and sidewall pressure for each cable type and size included in the calculations. b.Submit the calculations to the Engineer a minimum of 2 weeks before conduit installation. 1.06 QUALITY ASSURANCE A.As specified in Section 26_05_00. B.All wires and cables shall be UL listed and labeled. 1.07 DELIVERY,STORAGE,AND HANDLING A.As specified in Section 26_05_00. 1.08 PROJECT OR SITE CONDITIONS (NOT USED) 1.09 SEQUENCING (NOT USED) 1.10 SCHEDULING (NOT USED) 1.11 WARRANTY A.As specified in Section 26_05_00. 1.12 SYSTEM START-UP A.As specified in Section 26_05_00. 1.13 OWNER`S INSTRUCTIONS (NOT USED) 1.14 MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A.One of the following or equal: 1.600 volt class wire and cable: a.General Cable. b.Okonite Company. c.Southwire Company. 2.Instrumentation class wire and cable: a.Alpha Wire Company. b.Belden CDT. c.General Cable BICC Brand. d.Okonite Company. e.Rockbestos Surprenant Cable Corporation. Page 270 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 18 -3 600-VOLT OR LESS WIRES AND CABLES 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS A.Conductors: 1.Copper in accordance with ASTM B3. 2.04 MANUFACTURED UNITS A.General: 1.Provide new wires and cables manufactured within 1 year of the date of delivery to the Site. 2.Permanently mark each wire and cable with the following at 24-inch intervals: a.AWG size. b.Voltage rating. c.Insulation type. d.UL symbol. e.Month and year of manufacture. f.Manufacturer's name. 3.Identify and mark wire and cable as specified in Section 26_05_53: a.Use integral color insulation for Number 2 AWG and smaller wire. b.Wrap colored tape around cable larger than Number 2 AWG. B.600 volt class wire and cable: 1.Provide AWG or kcmil sizes as indicated on the Drawings or in the Conduit Schedules: a.When not indicated on the Drawings,size wire as follows: 1)In accordance with the NEC: (a)Use 75 degree Celsius ampacity ratings. (b)Ampacity rating after all derating factors,equal to or greater than rating of the overcurrent device. 2)Provide Number 12 AWG minimum for power conductors. 3)Provide Number 14 AWG minimum for control conductors. 2.Provide Class B stranding in accordance with ASTM B8: a.Provide Class C stranding where extra flexibility is required. 3.Insulation: a.XHHW-2 b.90 degrees Celsius rating. C.Instrumentation class cable: 1.Type TC. 2.Suitable for use in wet locations. 3.Voltage rating:600 volts. 4.Temperature rating: a.90 degrees Celsius rating in dry locations. b.75 degrees Celsius rating in wet locations. 5.Conductors: a.Insulation: 1)Flame-retardant PVC,15 mils nominal thickness,with nylon jacket 4 mils nominal thickness. b.Number 16 AWG stranded and tinned. c.Color code: 1)Pair:Black and white. 2)Triad:Black,white and red. 3)Multiple pairs or triads: (a)Color-coded and numbered. 6.Drain wire: a.18 AWG. b.Stranded,tinned. Page 271 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 18 -4 600-VOLT OR LESS WIRES AND CABLES 7.Jacket: a.Flame retardant,moisture and sunlight resistant PVC. b.Ripcord laid longitudinally under jacket to facilitate removal. 8.Shielding: a.Individual pair/triad: 1)Minimum 1.35-mil double-faced aluminum foil/polyester tape overlapped to provide 100 percent coverage. b.Multiple pair or triad shielding: 1)Group shield:Minimum 1.35-mil double-faced aluminum foil/polyester tape overlapped to provide 100 percent coverage. 2)Completely isolate group shields from each other. 3)Cable shield:2.35 mils double-faced aluminum and synthetic polymer backed tape overlapped to provide 100 percent coverage. c.All shielding to be in contact with the drain wire. 2.05 EQUIPMENT (NOT USED) 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES A.Wire ties: 1.One of the following or equal: a.T&B "Ty-Rap"cable ties. b.Panduit cable ties. B.Wire markers: 1.As specified in Section 26_05_53. 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES (NOT USED) 2.11 SOURCE QUALITY CONTROL A.Assembly and testing of cable shall comply with the applicable requirements of ICEA S-95-658-1999. B.Test Type XHHW-2 in accordance with the requirements of UL 44. PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.As specified in Section 26_05_00. B.Color-coding: 1.Color-coding shall be consistent throughout the facility. 2.The following color code shall be followed for all 240/120 volt and 208/120 volt systems: a.Phase A -Black. b.Phase B -Red. c.Phase C -Blue. d.Single phase system -Black for one hot leg,red for the other. e.Neutral -White. f.High phase or wild leg -Orange. g.Equipment ground -Green. 3.The following color code shall be followed for all 480/277 volt systems: a.Phase A -Brown. b.Phase B -Orange. c.Phase C -Yellow. Page 272 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 18 -5 600-VOLT OR LESS WIRES AND CABLES d.Neutral -Gray. e.Equipment ground -Green. 4.The following color code shall be followed for all 120 VAC control wiring: a.Power -Red. b.Neutral -White. 5.The following color code shall be followed for all general purpose DC control circuits: a.Grounded conductors -White with blue stripe. b.Ungrounded conductors -Blue. 6.Switch legs shall be violet.Three-way switch runners shall be pink. 7.Wires in intrinsically safe circuits shall be light blue. 8.Wire colors shall be implemented in the following methods: a.Wires manufactured of the desired color. b.Continuously spiral wrap the first 6 inches of the wire from the termination point with colored tape: 1)Colored tape shall be wrapped to overlap 1/2 of the width of the tape. C.Install conductors only after the conduit installation is complete,and all enclosures have been vacuumed clean,and the affected conduits have been swabbed clean and dry: 1.Install wires only in approved raceways. 2.Do not install wire: a.In incomplete conduit runs. b.Until after the concrete work and plastering is completed. D.Properly coat wires and cables with pulling compound before pulling into conduits: 1.For all Number 4 AWG and larger,use an approved wire-pulling lubricant while cable is being installed in conduit: a.Ideal Products. b.Polywater Products. c.3M Products. d.Greenlee Products. e.Or equal as recommended by cable manufacturer. f.Do not use oil,grease,or similar substances. E.Cable pulling: 1.Prevent mechanical damage to conductors during installation. 2.For cables Number 1 AWG and smaller,install cables by hand. 3.For cables larger than Number 1 AWG,power pulling winches may be used if they have cable tension monitoring equipment. 4.Provide documentation that maximum cable pulling tension was no more than 75 percent of the maximum recommended level as published by the cable manufacturer.If exceeded, the Engineer may,at his discretion,require replacement of the cable. 5.Ensure cable pulling crews have all calculations and cable pulling limitations while pulling cable. 6.Add a junction box or pullbox where required to prevent cable pulling tension or sidewall pressure from exceeding 75 percent of manufacturer’s recommendation for the specified cable size: a.Leave sufficient slack to make proper connections. F.Use smooth-rolling sheaves and rollers when pulling cable into cable tray to keep pulling tension and bending radius within manufacturer’s recommendations. G.Install and terminate all wire in accordance with manufacturer's recommendations. H.Neatly arrange and lace conductors in all switchboards,panelboards,pull boxes,and terminal cabinets by means of wire ties: 1.Do not lace wires in gutter or panel channel. 2.Install all wire ties with a flush cutting wire tie installation tool: a.Use a tool with an adjustable tension setting. 3.Do not leave sharp edges on wire ties. Page 273 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 18 -6 600-VOLT OR LESS WIRES AND CABLES I.Terminate stranded conductors on equipment box lugs such that all conductor strands are confined within the lug: 1.Use ring type lugs if box lugs are not available on the equipment. J.Lighting circuits: 1.Each circuit shall have a dedicated neutral. K.Apply wire markers to all wires at each end after being installed in the conduit and before meg- ohm testing and termination. L.Instrumentation class cable: 1.Install instrumentation class cables in separate raceway systems from power cables: a.Install instrument cable in metallic conduit within non-dedicated manholes or pull boxes. b.Install cable without splices between instruments or between field devices and instrument enclosures or panels. 2.Do not make intermediate terminations,except in designated terminal boxes as indicated on the Drawings. 3.Shield grounding requirements as specified in Section 26_05_26. M.Signal cable: 1.Separate and isolate electrical signal cables from sources of electrical noise and power cables by minimum 12 inches. N.Wiring allowances: 1.Equipment locations may vary slightly from the drawings.Include an allowance for necessary conductors and terminations for motorized equipment,electrical outlets, fixtures,communication outlets,instruments,and devices within 10 linear feet of locations indicated on the Drawings. 2.Locations for pull boxes,manholes,and duct banks may vary slightly from the drawings. Include an allowance for necessary conductors and related materials to provide conductors to all pull boxes,manholes and duct banks within 20 linear feet of locations indicated on the Drawings. 3.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 TESTING A.As specified in Section 26_08_50. 3.08 FIELD QUALITY CONTROL A.As specified in Section 26_05_00. B.Grounding: 1.As specified in Section 26_05_26. 3.09 ADJUSTING (NOT USED) 3.10 CLEANING (NOT USED) 3.11 PROTECTION A.As specified in Section 26_05_00. 3.12 SCHEDULES (NOT USED) END OF SECTION Page 274 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 21 -1 LOW VOLTAGE WIRE CONNECTIONS SECTION 26 05 21 LOW VOLTAGE WIRE CONNECTIONS PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Wire connecting devices. 2.Terminations. 3.Splices. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 3.Section 26_05_18 -600-Volt or Less Wires and Cables. 4.Section 26_08_50 -Field Electrical Acceptance Tests. 1.02 REFERENCES A.As specified in Section 26_05_00. B.ASTM International (ASTM): 1.D3005 –Standard Specification for Low-Temperature Resistant Vinyl Chloride Plastic Pressure-Sensitive Electrical Insulating Tape. C.CSA International (CSA): 1.C22.2 -No.197-M1983 (R2208)-PVC Insulating Tape. D.Underwriters Laboratories,Inc.(UL): 1.510 -Standard for Polyvinyl Chloride,Polyethylene,and Rubber Insulating Tape. 1.03 DEFINITIONS A.As specified in Section 26_05_00. 1.04 SYSTEM DESCRIPTION A.Provide a complete system of wiring connectors,terminators,fittings,etc.for a complete wiring system suitable for the cables and conductors used. 1.05 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: 1.Catalog cut sheets. 2.Installation instructions. 1.06 QUALITY ASSURANCE A.As specified in Section 26_05_00. B.All materials shall be UL listed. 1.07 DELIVERY,STORAGE,AND HANDLING A.As specified in Section 26_05_00. 1.08 PROJECT OR SITE CONDITIONS A.As specified in Section 26_05_00. 1.09 SEQUENCING (NOT USED) 1.10 SCHEDULING (NOT USED) 1.11 WARRANTY A.As specified in Section 26_05_00. 1.12 SYSTEM START-UP A.As specified in Section 26_05_00. Page 275 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 21 -2 LOW VOLTAGE WIRE CONNECTIONS 1.13 OWNER’S INSTRUCTIONS (NOT USED) 1.14 MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A.Manufacturers for each type of technology are specified with the equipment in this Section. 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS (NOT USED) 2.04 MANUFACTURED UNITS (NOT USED) 2.05 EQUIPMENT A.Control connections: 1.Use insulated ring type wire terminators for connections to all screw terminals: a.With chamfered/funneled terminal barrel entry. b.Deep internal serrations. c.Long barrel design to reduce electrical resistance and increased insulator-barrel surface area to ensure that the insulator remains in contact with the barrel. d.Electroplated-tin copper conductor. e.Manufacturer:The following or equal: 1)Thomas and Betts,Sta-Kon. 2.For process equipment connections work from manufacturer's drawings. B.Joints,taps,and connections: 1.600-volt conductors: a.Use solderless connectors. b.Use only plated copper alloy connectors or lugs: 1)Aluminum connectors or lugs are not acceptable for copper conductors. c.For wire Number 10 AWG and smaller use compression splice caps,with insulating caps: 1)Manufacturer:The following or equal: (a)Buchanan 2006S or 2011S,with 2007 or 2014 insulating caps. d.For wire Number 8 AWG and larger,use heavy duty copper compression connectors: 1)Manufacturer:One of the following or equal: (a)Burndy. (b)Thomas and Betts. e.Heat shrink tubing: 1)Suitable for indoors,outdoors,overhead,direct burial or submerged applications. 2)Minimum shrink ratio:4 to 1. 3)Continuous operating temperature:-55 degrees Celsius to 110 degrees Celsius. 4)Internally applied adhesive sealant. 5)Cross-linked polyolefin: (a)Manufacturers,one of the following or equal: (1)3M ITCSN. (2)Thomas &Betts Shrink-Kon. C.Insulating tape: 1.General purpose insulating tape: a.Minimum 7 mil vinyl tape. b.Suitable for application in an ambient of -18 degrees Celsius (0 degrees Fahrenheit). c.Operating range up to 105 degrees Celsius (220 degrees Fahrenheit). d.Flame retardant,hot-and cold-weather resistant,UV resistant. e.For use as a primary insulation for wire cable splices up to 600 VAC. f.Meeting and complying with: Page 276 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 21 -3 LOW VOLTAGE WIRE CONNECTIONS 1)ASTM D3005 Type I 2)UL 510. 3)CSA C22.2. g.Manufacturer:The following or equal: 1)3M -Scotch Number Super 33+. 2.General-purpose color-coding tape: a.Minimum 7 mil vinyl tape. b.Suitable for application on PVC and polyethylene jacketed cables. c.For use indoors and outdoors in weather protected enclosures. d.Available with the following colors: 1)Red. 2)Yellow. 3)Blue. 4)Brown. 5)Gray. 6)White. 7)Green. 8)Orange. 9)Violet. e.For use as phase identification,marking,insulating,and harnessing. f.Meeting and complying with: 1)UL 510. 2)CSA C22.2. g.Manufacturer the following or equal: 1)3M -Scotch Number 35. 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES (NOT USED) 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES (NOT USED) 2.11 SOURCE QUALITY CONTROL (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.As specified in Section 26_05_00. B.Load connections: 1.Connect loads to the circuits as indicated.Color-code all branch circuits as specified in Section 26_05_18. C.Zero to 600-volt systems: 1.Make all connections with the proper tool and die as specified by the device manufacturer. 2.Use only tooling and dies manufactured by the device manufacturer. 3.Insulate all connections and splices with Scotch 33+tape and Scotchfill,or pre-molded plastic covers,or heat shrink tubing and caps. 4.Number all power and control wires before termination. D.Motor connections (600 volts and below): 1.Terminate wires with compression type ring lugs at motors. 2.Connection at both the motor leads and the machine wires shall have ring type compression lugs. Page 277 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 21 -4 LOW VOLTAGE WIRE CONNECTIONS 3.Cover bolted connectors with a heat shrinkable,cross-linked polyolefin material formed as a single opening boot: a.In damp and wet locations,use a complete kit containing mastic that shall seal out moisture and contamination. b.Shrink cap with low heat as recommended by manufacturer. 4.Wire markers shall be readable after boot installation. 5.Manufacturer:The following or equal: a.Raychem MCK. 3.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 FIELD QUALITY CONTROL A.As specified in Section 26_05_00. 3.08 ADJUSTING (NOT USED) 3.09 CLEANING (NOT USED) 3.10 PROTECTION A.As specified in Section 26_05_00. 3.11 SCHEDULES (NOT USED) END OF SECTION Page 278 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 26 -1 GROUNDING AND BONDING SECTION 26 05 26 GROUNDING AND BONDING PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Grounding materials and requirements. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 3.Section 26_08_50 -Field Electrical Acceptance Tests. 1.02 REFERENCES A.As specified in Section 26_05_00. B.ASTM International (ASTM): 1.B3 -Standard Specification for Soft or Annealed Copper Wire. 2.B8 -Standard Specification for Concentric-Lay-Stranded Copper Conductors,Hard, Medium-Hard,or Soft. C.Institute of Electrical and Electronics Engineers (IEEE): 1.81 -IEEE Guide for Measuring Earth Resistivity,Ground Impedance,and Earth Surface Potentials of a Grounding System. D.Underwriters Laboratories,Inc.(UL): 1.467 -Ground and Bonding Equipment. 1.03 DEFINITIONS A.As specified in Section 26_05_00. 1.04 SYSTEM DESCRIPTION A.Ground equipment and raceway systems so that the completed installation conforms to all applicable code requirements. B.Provide a complete electrical grounding system as indicated on the Drawings and as specified including but not limited to: 1.Grounding electrodes. 2.Bonding jumpers. 3.Ground connections. C.Provide bonding jumpers and wire,grounding bushings,clamps and appurtenances required for complete grounding system to bond equipment and raceways to equipment grounding conductors. D.The ground system resistance (electrode to ground)of the completed installation,as determined by tests specified in Section 26_08_50,shall be: 1.5 ohms or less for industrial systems. 2.1 ohm or less for electrical buildings. 1.05 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: 1.Catalog cut sheets. 1.06 QUALITY ASSURANCE A.As specified in Section 26_05_00. B.All grounding components and materials shall be UL listed and labeled. 1.07 DELIVERY,STORAGE,AND HANDLING A.As specified in Section 26_05_00. Page 279 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 26 -2 GROUNDING AND BONDING 1.08 PROJECT/SITE CONDITIONS (NOT USED) 1.09 SEQUENCING (NOT USED) 1.10 SCHEDULING (NOT USED) 1.11 WARRANTY A.As specified in Section 26_05_00. 1.12 SYSTEM START-UP A.As specified in Section 26_05_00. 1.13 OWNER’S INSTRUCTIONS (NOT USED) 1.14 MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A.Compression connectors:One of the following or equal: 1.FCI Burndy. 2.Thomas &Betts. B.Ground rods:One of the following or equal: 1.Erico. 2.Harger. 3.Nehring C.Ground cable:One of the following or equal: 1.Nehring. 2.Harger. 3.Southwire. D.Precast ground well boxes:One of the following or equal: 1.Brooks Products. 2.Christy Concrete Products. 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS A.Ground rod: 1.Minimum:3/4-inch diameter,10 feet long. 2.Uniform 10 mil covering of electrolytic copper metallically bonded to a rigid steel core: a.The copper-to-steel bond shall be corrosion resistant. 3.In accordance with UL 467. 4.Sectional type joined by threaded copper alloy couplings. 5.Fit the top of the rod with a threaded coupling and steel-driving stud. B.Ground cable: 1.Requirements: a.Soft drawn (annealed). b.Concentric lay,coarse stranded in accordance with ASTM B8. c.Bare copper in accordance with ASTM B3. 2.Size is as indicated on the Drawings,but not less than required by the NEC. C.Ground connectors: 1.Products shall be listed and labeled as grounding connectors for the materials used. 2.Above ground installations:Mechanical and/or compression type connectors. 3.Below ground installations:Exothermic and/or compression type connectors. 4.Exothermic connections: a.Weld connections together using an exothermic fusion type process.Provide connections equal or larger in size than the conductors joined and with the same current carrying capacity as the largest conductor.Connections shall be Cadweld or Page 280 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 26 -3 GROUNDING AND BONDING equivalent. 5.Compression connectors: a.Manufactured of high copper alloy specifically for the particular grounding application. b.Suitable for direct burial in earth and concrete. c.Identifying compression die number inscription to be impressed on compression fitting. D.Equipment grounding conductors: 1.Conductors shall be the same type and insulation as the load circuit conductors: 2.Minimum size in accordance with the NEC. E.Grounding electrode conductors: 1.Minimum size in accordance with the NEC. F.Main bonding jumpers and bonding jumpers: 1.Minimum size in accordance with the NEC. 2.04 MANUFACTURED UNITS (NOT USED) 2.05 EQUIPMENT (NOT USED) 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES A.Precast ground well boxes: 1.Minimum 10 inch interior diameter. 2.Traffic-rated cast iron cover. 3.Permanent “GROUND”marking on cover. 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES (NOT USED) 2.11 SOURCE QUALITY CONTROL (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.As specified in Section 26_05_00. B.Provide a separate,green insulated,grounding conductor in each raceway independent of raceway material. 1.Provide a separate grounding conductor in each individual raceway for parallel feeders. C.Provide a separate grounding conductor for each motor and connect at motor terminal box.Do not use bolts securing motor box to frame or cover for grounding connectors: 1.When grounding motors driven by variable frequency drives (VFD)comply with the requirements of the VFD manufacturer. D.Provide a grounding type bushing with lug for connection of grounding conductor for conduits that originate from each motor control center section,switchboard,or panelboard: 1.Individually bond these raceways to the ground bus in the equipment. E.Provide grounding type bushings with lugs for connection of grounding conductor at both ends of metallic conduit runs.Bond ground bushings to the grounding system. F.Provide a green insulated wire-grounding jumper from the ground screw to a box grounding screw and,for grounding type devices,to equipment grounding conductor. G.Interconnect the secondary switchgear,switchboard,or panelboard neutral bus to the ground bus in the secondary switchgear,switchboard,or panelboard compartment,only at service entrance point or after a transformer. Page 281 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 26 -4 GROUNDING AND BONDING H.Duct bank ground system: 1.Provide a bare copper grounding conductor the entire length of each duct bank, embedded in the concrete of the duct bank as indicated on the Drawings and specified in the Specifications. 2.Bond duct bank ground conductors together where duct banks join,merge,intersect,or split. I.Grounding at service (600 V or Less): 1.Connect the neutral to ground only at one point within the enclosure of the first disconnecting means on the load side of the service transformer. J.Ground connections: 1.All connections to the ground grid system,the duct bank grounding system,equipment, ground rods,etc.,shall be made using compression type grounding connectors as indicated on the Drawings,UL listed,and labeled for the application. 2.Make ground connections in accordance with the manufacturer's instructions. 3.Do not conceal or cover any ground connections until the Engineer or authorized representative has established and provided written confirmation that every grounding connection is as indicated on the Drawings and specified in the Specifications. K.Grounding electrode system: 1.Ground ring: a.Provide all trenching and materials necessary to install the ground ring as indicated on the Drawings. b.Ground ring conductor shall be in direct contact with the earth,or where embedded, concrete,of the size as indicated on the Drawings. c.Minimum burial depth 36 inches or as indicated on the Drawings. d.Re-compact disturbed soils to original density in 6-inch lifts. 2.Ground rods: a.Locations as indicated on the Drawings. b.Length of rods forming an individual ground array shall be equal in length. c.Drive ground rods and install grounding conductors before construction of concrete slabs and duct banks. d.Pre-crimp all ground rods,as recommended by the manufacturer,before crimping connector to ground rod. 3.Metal underground water pipe: a.Bond metal underground domestic water pipe to grounding electrode system. 4.Metal frame of building or structure: a.Bond metal frame of building or structure to grounding electrode system. 5.Extend grounding conductors through concrete to accessible points for grounding equipment and electrical enclosures. 6.Where grounding conductors are not concrete-encased or direct buried,install in Schedule 40 PVC conduit for protection. 7.Install grounding system at each structure where switchgear,motor control centers, switchboards,panelboards,panels,or other electrical equipment are installed. L.Shield grounding: 1.Shielded instrumentation cable shall have its shield grounded at one end only unless shop drawings indicate otherwise: a.The grounding point shall be at the control panel or at the power source end of the signal carried by the cable. 2.Terminate the shield drain wire on a dedicated terminal block. 3.Use manufacturer’s terminal block jumpers to interconnect ground terminals. 4.Connection to the panel main ground bus shall be via a green No.12 conductor to the main ground bus for the panel. M.Antenna ground: 1.Install individual ground rod or ground system for communication system antenna: Page 282 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 26 -5 GROUNDING AND BONDING a.Install a dedicated grounding electrode conductor from the antenna ground to the grounding electrode system. b.Do not connect any other grounds to the antenna grounding electrode conductor. 2.Install ground rod or ground system in accordance with the radio manufacturer's requirements. N.Where indicated on the Drawings,install ground rods in precast ground wells. O.Ground all gates,fences,and handrails,even if not shown on Drawings. Grounding conductor from ground grid to gates,fences and handrails shall be #2 AWG minimum. 3.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 TESTING A.As specified in Section 26_08_50. 3.08 FIELD QUALITY CONTROL A.As specified in Section 26_05_00. B.Measure grounding electrode system resistance to ground in accordance with IEEE 81. 3.09 ADJUSTING A.Under the direction of the Engineer,add additional parallel connected ground rods and/or deeper driven rods until the ground resistance measurement meets the specified resistance requirements: 1.Use of salts,water,or compounds to attain the specified ground resistance is not acceptable. 3.10 CLEANING (NOT USED) 3.11 PROTECTION A.As specified in Section 26_05_00. 3.12 SCHEDULES (NOT USED) END OF SECTION Page 283 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 29 -1 HANGERS AND SUPPORTS SECTION 26 05 29 HANGERS AND SUPPORTS PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Mounting and supporting electrical equipment and components. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 1.02 REFERENCES A.As specified in Section 26_05_00. B.ASTM International (ASTM): 1.A123 -Standard Specification for Zinc (Hot-Dip Galvanized)Coatings on Iron and Steel Products. 2.A153 -Standard Specification for Zinc Coating (Hot-Dip)on Iron and Steel Hardware. 3.A240 -Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet,and Strip for Pressure Vessels and for General Applications. 1.03 DEFINITIONS A.As specified in Section 26_05_00. 1.04 SYSTEM DESCRIPTION A.Design requirements: 1.Conform to the requirements of the Building Code. 2.Demonstrate the following using generally accepted engineering methods: a.That the anchors to the structure are adequate to resist the loads generated in accordance with the Building Code and equipment requirements. b.That the required load capacity of the anchors can be fully developed in the structural materials to which they are attached. 3.Design loading and anchoring requirements: a.As indicated in the Building Code unless otherwise specified. b.Seismic loading requirements: 1)Freestanding,suspended,or wall-hung equipment shall be anchored in place by methods that will satisfy the requirements for the seismic design specified in Section 26_05_00. c.Wind loading requirements: 1)All exterior equipment shall be anchored in place by methods that will satisfy the requirements for wind design specified in Section 26_05_00. d.Minimum safety factor against overturning:1.5. e.The foundation and structures to which hangers and supports are attached shall be capable of withstanding all anchor loads. B.Performance requirements: 1.Hangers and supports individually and as a system shall resist all weights and code- required forces without deflections and deformations that would damage the supporting elements,the equipment supported,or the surrounding construction. 1.05 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: 1.Supports: a.Materials. b.Geometry. c.Manufacturer. Page 284 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 29 -2 HANGERS AND SUPPORTS 2.Hardware: a.Materials. b.Manufacturer. C.Shop drawings: 1.Complete dimensioned and scalable shop drawings of all supporting structures,trapezes, wall supports,etc. 2.Complete anchoring details for equipment,lighting and raceway,supporting structures, trapezes,wall supports for all equipment in excess of 200 pounds,and all freestanding supports: a.Stamped by a professional engineer licensed in the state where the Project is being constructed. b.Said submittals,by virtue of the fact that they bear the stamp of a registered engineer,will be reviewed for general consistency with the requirements specified in the Contract Documents,but not for context,accuracy,or method of calculation. 3.Include data on attachment hardware and construction methods that will satisfy the design loading and anchoring criteria. D.Installation instructions: 1.Furnish anchorage instructions and requirements based on the seismic and wind conditions of the Site: a.Stamped by a professional engineer licensed in the state where the Project is being constructed. 1.06 QUALITY ASSURANCE A.As specified in Section 26_05_00. 1.07 DELIVERY,STORAGE,AND HANDLING A.As specified in Section 26_05_00. 1.08 PROJECT OR SITE CONDITIONS A.As specified in Section 26_05_00. 1.09 SEQUENCING (NOT USED) 1.10 SCHEDULING (NOT USED) 1.11 WARRANTY A.As specified in Section 26_05_00. 1.12 SYSTEM STARTUP A.As specified in Section 26_05_00. 1.13 OWNER'S INSTRUCTIONS (NOT USED) 1.14 MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A.One of the following or equal: 1.Thomas &Betts. 2.Power-Strut. 3.Unistrut. 4.Cooper B-Line. 5.Robroy. 6.Aickinstrut. 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS A.Use materials appropriate for the area as specified in Section 26_05_00. Page 285 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 29 -3 HANGERS AND SUPPORTS B.Hot dip galvanized steel: 1.Supports: a.In accordance with ASTM A123 or A153. b.Minimum zinc coating thickness of 2.5 mils. 2.Hardware: a.Electro-galvanized. b.In accordance with ASTM A153. C.Stainless steel: 1.Supports: a.In accordance with ASTM A240. b.ANSI Type 316 material. 2.Hardware: a.ANSI Type 316 material. 2.04 MANUFACTURED UNITS (NOT USED) 2.05 EQUIPMENT (NOT USED) 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES A.Anchor bolts: 1.Indoor,Dry Locations:Anchor bolts shall be ASTM A307 galvanized steel. 2.Outdoor,Wet or Corrosive Areas:Anchor bolts shall be Type 316 ASTM A276 stainless steel. 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES A.Paint and finish all supporting structures per Owner’s requirements. 2.11 SOURCE QUALITY CONTROL (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.As specified in Section 26_05_00. B.Mount all raceways,cabinets,boxes,fixtures,instruments,and devices on Contractor- fabricated racks unless otherwise indicated on the Drawings. 1.Provide the necessary sway bracing to keep trapeze type structures from swaying under seismic events or wind loading. C.Brace and anchor freestanding equipment supports using methods that provide structural support based on the seismic loads and wind loads: 1.Lateral deflection at top of supports not to exceed support height divided by 240 unless otherwise approved by the Engineer. D.Provide fabricated steel support pedestals for wall mounted panels that weigh more than 200 pounds: 1.Fabricate pedestals out of welded angle,tube sections,or preformed channel. 2.If the supported equipment is a panel or cabinet,match the supported equipment in physical appearance and dimensions. 3.Provide auxiliary floor supports for transformers hung from stud walls and weighing more than 200 pounds. 4.Mount all equipment,cabinets,boxes,instruments,and devices in damp or wet locations on minimum of 7/8-inch preformed mounting channel. Page 286 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 29 -4 HANGERS AND SUPPORTS a.Mount channel vertically along the length of the device so that water or moisture may run freely behind the device. E.Corrosion protection: 1.Isolate dissimilar metals,except where required for electrical continuity. a.Use neoprene washers,9-mil polyethylene tape,or gaskets for isolation. F.Raceway: 1.Furnish all racks and trapeze structures needed to support the raceway from the structure. a.Group raceway and position on racks to minimize crossovers. b.Provide the necessary bracing to keep trapeze type structures from swaying under loads from cable installation,seismic forces,or wind forces. G.Anchoring methods: 1.Solid concrete:Anchor bolts,anchor rods,or post-installed anchors as specified herein. 2.Metal surfaces:Machine screws or bolts. 3.Hollow masonry units:Post-installed anchors as specified on drawings. H.Recoat or seal all drilled holes,cut or scratched surfaces or with products recommended by the manufacturer. 3.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 FIELD QUALITY CONTROL A.As specified in Section 26_05_00. 3.08 ADJUSTING (NOT USED) 3.09 CLEANING (NOT USED) 3.10 PROTECTION A.As specified in Section 26_05_00. 3.11 SCHEDULES (NOT USED) END OF SECTION Page 287 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -1 CONDUITS SECTION 26 05 33 CONDUITS PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Metallic conduits. 2.Nonmetallic conduits. 3.Conduit bodies. 4.Conduit fittings and accessories. 5.Conduit installation. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 3.Section 26_05_29 -Hangers and Supports. 4.Section 26_05_53 -Identification for Electrical Systems. 1.02 REFERENCES A.As specified in Section 26_05_00. B.American National Standards Institute (ANSI): 1.C80.1 -Electrical Rigid Steel Conduit. 2.C80.3 -Steel Electrical Metallic Tubing. 3.C80.5 -Electrical Rigid Aluminum Conduit. 4.C80.6 -Electrical Intermediate Metal Conduit. C.National Electrical Manufacturer’s Association (NEMA): 1.RN-1 -Polyvinyl Chloride (PVC)Externally Coated Galvanized Rigid Steel Conduit and Intermediate Steel Conduit. 2.TC2 -Electrical Polyvinyl Chloride (PVC)Conduit. 3.TC3 -Polyvinyl Chloride (PVC)Fittings for Use with Rigid PVC Conduit and Tubing. 4.TC7 -Smooth-Wall Coilable Electrical Polyethylene Conduit. 5.TC13 -Electrical Nonmetallic Tubing. 6.TC14 -Reinforced Thermosetting Resin Conduit (RTRC)and Fittings. D.Underwriters Laboratories (UL): 1.1 -Standard for Flexible Metal Conduit. 2.6 -Standard for Electrical Rigid Metal Conduit -Steel. 3.6A -Standard for Electrical Rigid Metal Conduit -Aluminum,Red Brass,and Stainless Steel. 4.360 -Standard for Liquidtight Flexible Steel Conduit. 5.651 -Standard for Schedule 40 and 80 Rigid PVC Conduit and Fittings. 6.651B -Standard for Continuous Length HDPE Conduit. 7.797 -Standard for Electrical Metallic Tubing -Steel. 8.1242 -Standard for Electrical Intermediate Metal Conduit -Steel. 9.1653 -Standard for Electrical Nonmetallic Tubing. 10.1660 -Standard for Liquidtight Flexible Nonmetallic Conduit. 11.1684 -Standard for Reinforced Thermosetting Resin Conduit (RTRC)and Fittings. 1.03 DEFINITIONS A.As specified in Section 26_05_00. B.Specific definitions and abbreviations: 1.Conduit bodies:A separate portion of a conduit system that provides access through a removable cover to the interior of the system at a junction of 2 or more conduit sections. Includes,but not limited to,Shapes C,E,LB,T,X,etc. Page 288 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -2 CONDUITS 2.Conduit fitting:An accessory that primarily serves a mechanical purpose.Includes,but not limited to,bushings,locknuts,hubs,couplings,reducers,etc. 3.GRC:Galvanized rigid steel conduit. 4.PCS:Polyvinyl chloride (PVC)coated rigid steel conduit. 5.PVC:Polyvinyl chloride rigid nonmetallic conduit. 6.SLT:Sealtight-liquidtight flexible conduit. 7.NPT:National pipe thread. 1.04 SYSTEM DESCRIPTION A.Provide conduits,conduit bodies,fittings,junction boxes,and all necessary components, whether or not indicated on the Drawings,as required,to install a complete electrical raceway system. 1.05 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: 1.Furnish complete manufacturer’s catalog sheets for every type and size of conduit,fitting, conduit body,and accessories to be used on the Project. 2.Furnish complete manufacturer’s recommended special tools to be used for installation if required. 3.Certified test results for PVC-coated metallic conduit showing the adhesive bond is stronger than the tensile strength of the PVC. C.Certifications: 1.Furnish PVC-coated conduit manufacturer’s certification for each installer. D.Record Documents: 1.Incorporate all changes in conduit routing on electrical plan drawings. 2.Dimension underground and concealed conduits from building lines. 1.06 QUALITY ASSURANCE A.As specified in Section 26_05_00. B.All conduits,conduit bodies,and fittings shall be UL listed and labeled. C.Every installer of PVC-coated metallic conduit shall be certified by the manufacturer for installation of the conduit. D.DELIVERY,STORAGE,AND HANDLING E.As specified in Section 26_05_00. F.Do not expose nonmetallic to direct sunlight. G.Do not store conduit in direct contact with the ground. H.PROJECT OR SITE CONDITIONS I.As specified in Section 26_05_00. 1.07 SEQUENCING A.Before installing any conduit or locating any device box: 1.Examine the complete set of Drawings and Specifications,and all applicable shop drawings. 2.Verify all dimensions and space requirements and make any minor adjustments to the conduit system as required to avoid conflicts with the building structure,other equipment, or the work of other trades. B.SCHEDULING (NOT USED) C.WARRANTY D.As specified in Section 26_05_00. E.SYSTEM START-UP Page 289 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -3 CONDUITS F.As specified in Section 26_05_00. G.OWNER’S INSTRUCTIONS (NOT USED) H.MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A.Galvanized rigid steel conduit: 1.One of the following or equal: a.Western Tube and Conduit. b.Allied Tube and Conduit. c.Wheatland Tube Co. B.PVC-coated rigid steel conduit: 1.One of the following or equal: a.Robroy Industries. b.Ocal,Inc. c.Calbond. 1)Sealtight-liquidtight flexible conduit: 2.One of the following or equal: a.Southwire. b.AFC Cable Systems. c.Electri-Flex Company. d.Anaconda. C.Rigid nonmetallic PVC conduit: 1.One of the following or equal: a.Carlon. b.Cantex. c.Triangle Conduit and Cable. D.Conduit bodies: 1.One of the following or equal: a.Crouse-Hinds. b.Appleton. c.O-Z/Gedney. d.Ocal,Inc.. e.Robroy Industries. f.Calbond. g.Carlon. E.Joint compound: 1.Thomas and Betts. F.Galvanized rigid steel conduit expansion fittings: 1.One of the following or equal: a.Crouse-Hinds. b.Appleton. c.O-Z/Gedney. G.Conduit hangers and supports: 1.As specified in Section 26_05_29. Page 290 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -4 CONDUITS 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS (NOT USED) 2.04 MANUFACTURED UNITS (NOT USED) 2.05 EQUIPMENT (NOT USED) 2.06 COMPONENTS A.GRC: 1.All threads:NPT standard conduit threads with a 3/4-inch taper per foot: a.Running conduit threads are not acceptable. 2.Hot-dip galvanized inside and out: a.Ensures complete coverage and heats the zinc and steel to a temperature that ensures the zinc alloys with the steel over the entire surface. b.Electro-galvanizing is not acceptable. 3.Manufactured in accordance with: a.UL-6. b.ANSI C80.1. B.PCS: 1.The steel conduit,before PVC coating,shall be new,unused,hot-dip galvanized material, conforming to the requirements for Type GRC. 2.Coated conduit NEMA Standard RN-1: a.The galvanized coating may not be disturbed or reduced in thickness during the cleaning and preparatory process. 3.Factory-bonded PVC jacket: a.The exterior galvanized surfaces shall be coated with primer before PVC coating to ensure a bond between the zinc substrate and the PVC coating. b.Nominal thickness of the exterior PVC coating shall be 0.040 inch except where part configuration or application of the piece dictates otherwise. c.PVC coating on conduits and associated fittings shall have no sags,blisters,lumps, or other surface defects and shall be free of holes and holidays. d.The PVC adhesive bond on conduits and fittings shall be greater than the tensile strength of the PVC plastic coating: 1)Confirm bond with certified test results. 4.A urethane coating shall be uniformly and consistently applied to the interior of all conduits and fittings: a.Nominal thickness of 0.002 inch. b.Conduits having areas with thin or no coating are not acceptable. c.All threads shall be coated with urethane. 5.The PVC exterior and urethane interior coatings applied to the conduits shall afford sufficient flexibility to permit field bending without cracking or flaking at temperature above 30 degrees Fahrenheit (-1 degree Celsius). 6.PCS conduit bodies and fittings: a.Malleable iron. b.The conduit body,before PVC coating,shall be new,unused material and shall conform to appropriate UL standards. c.The PVC coating on the outside of conduit bodies shall be 0.040-inch thick and have a series of longitudinal ribs to protect the coating from tool damage during installation. d.-inch interior urethane coating. e.Utilize the PVC coating as an integral part of the gasket design. f.Stainless steel cover screw heads shall be encapsulated with plastic to ensure corrosion protection. g.A PVC sleeve extending 1 conduit diameter or 2 inches,whichever is less,shall be formed at each female conduit opening. 1)The inside diameter of the sleeve shall be the same as the outside diameter of the conduit to be used. Page 291 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -5 CONDUITS 2)The sleeve shall provide a vapor-and moisture-tight seal at every connection. C.SLT: 1.Temperature rated for use in the ambient temperature at the installed location but not less than the following: a.General purpose: 1)Temperature range:-20 degrees Celsius to +80 degrees Celsius. b.Oil-resistant: 1)Temperature range:-20 degrees Celsius to +60 degrees Celsius. 2.Sunlight-resistant,weatherproof,and watertight. 3.Manufactured from single strip steel,hot-dip galvanized on all 4 sides before conduit fabrication. 4.Strip steel spiral wound resulting in an interior that is smooth and clean for easy wire pulling. 5.Overall PVC jacket. 6.With integral copper ground wire,built in the core,in conduit trade sizes 1/2 inch through 1-1/4 inch. D.PVC: 1.Extruded from virgin PVC compound: a.Schedule 40 unless otherwise specified. b.Schedule 80 extra-heavy wall where specified. 2.Rated for 90 degrees Celsius conductors or cable. 3.Rated for use in direct sunlight. E.Conduit bodies: 1.Material consistent with conduit type: a.Malleable iron bodies and covers when used with Type GRC. b.PVC-coated malleable iron bodies and covers when used with Type PCS. 2.Conduit bodies to conform to Form 8,Mark 9,or Mogul design: a.Mogul design conforming to NEC requirements for bending space for large conductors for conduit trade sizes of 1 inch and larger with conductors #4 AWG and larger,or where required for wire-bending space. 3.Gasketed covers attached to bodies with stainless steel screws secured to threaded holes in conduit body. F.ACCESSORIES G.Connectors and fittings: 1.Manufactured with compatible materials to the corresponding conduit. H.Insulated throat metallic bushings: 1.Construction: a.Malleable iron or zinc-plated steel when used with steel conduit. b.Positive metallic conduit end stop. c.Integrally molded non-combustible phenolic-insulated surfaces rated at 150 degrees Celsius. d.Use fully insulated bushings on nonmetallic conduit system made of high-impact 150 degrees Celsius rated non-combustible thermosetting phenolic. I.Insulated grounding bushings: 1.Construction: a.Malleable iron or steel,zinc-plated,with a positive metallic end stop. b.Integrally molded non-combustible phenolic-insulated surfaces rated at 150 degrees Celsius. c.Tin-plated copper grounding saddle for use with copper or aluminum conductors. J.Electrical unions (Erickson Couplings): 1.Construction: a.Malleable iron for use with steel conduit. Page 292 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -6 CONDUITS b.Concrete tight,3-piece construction. c.Rated for Class I Division 1 Group D in hazardous areas. K.SLT fittings: 1.Construction: a.Malleable iron. b.Furnished with locknut and sealing ring. c.Liquidtight,rain-tight,oil-tight. d.Insulated throat. e.Furnish as straight,45-degree elbows,and 90-degree elbows. f.Designed to prevent sleeving: 1)Verify complete bonding of the raceway jacket to the plastic gasket seal. g.Equipped with grounding device to provide ground continuity irrespective of raceway core construction.Grounding device,if inserted into raceway and directly in contact with conductors,shall have rolled-over edges for sizes under 5 inches. h.Where terminated into a threadless opening using a threaded hub fitting,a suitable moisture-resistant/oil-resistant synthetic rubber gasket shall be provided between the outside of the box or enclosure and the fitting shoulder.Gasket shall be adequately protected by and permanently bonded to a metallic retainer. 2.Corrosion-resistant and outdoor SLT fittings: a.Construction: 1)PVC-coated liquidtight fittings with a bonded 0.040-inch thick PVC coating on the metal connector to form a seal around the SLT conduit. 2)Insulated throat and an integral sealing ring. L.Hubs for threaded attachment of steel conduit to sheet metal enclosures: 1.Construction: a.Insulated throat. b.PVC-coated when used in corrosive areas. c.Bonding locknut. d.Recessed neoprene O-ring to ensure watertight and dust-tight connector. e.One half (1/2)-inch through 1-1/4-inch steel zinc electroplated. f.One and one half (1-1/2)-inch through 6-inch malleable iron zinc plated. 2.Usage: a.All conduits in damp,wet,outdoor,and corrosive areas shall use threaded hubs for connections to sheet metal enclosures. M.PVC fittings: 1.Materials: a.All devices shall be made of PVC,using the same materials as used for Type PVC conduit. b.All metal hardware shall be stainless steel. N.Expansion/deflection couplings: 1.Use to compensate for movement in any directions between 2 conduit ends where they connect. 2.Shall allow movement of 3/4 inch from the normal in all directions. 3.Shall allow angular movement for a deflection of 30 degrees from normal in any direction. 4.Constructed to maintain electrical continuity of the conduit system. 5.Materials: 6.End couplings:Bronze or galvanized ductile iron. a.Sleeve:Neoprene. b.Bands:Stainless steel. c.Bonding jumper:Tinned copper braid. O.Expansion couplings: 1.Shall allow for expansion and contraction of conduit: a.Permitting 8-inch movement,4 inches in either direction. Page 293 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -7 CONDUITS 2.Constructed to maintain electrical continuity of the conduit system. 3.Materials: a.Head:Malleable or ductile iron. b.Sleeve:Steel. c.Insulating bushing:Phenolic. d.Finish:Hot-dip galvanized. P.Conduit markers: 1.As specified in Section 26_05_53. 2.07 MIXES (NOT USED) 2.08 FABRICATION (NOT USED) 2.09 FINISHES (NOT USED) 2.10 SOURCE QUALITY CONTROL A.As specified in Section 26_05_00. PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.As specified in Section 26_05_00. B.General: 1.Conduit routing: a.The electrical drawings are diagrammatic in nature: 1)Install conduit runs as specified with schematic representation indicated on the Drawings and as specified. 2)Modify conduit runs to suit field conditions,as accepted by the Engineer: (a)Make changes in conduit locations that are consistent with the design intent but are dimensionally different,or routing to bypass obstructions. (b)Make changes in conduit routing due to the relocation of equipment. 3)The electrical drawings do not indicate all required junction boxes and pull boxes: (a)Provide junction boxes and pull boxes to facilitate wire pulling as required: (1)To meet cable manufacturer’s pulling tension requirements. (2)To limit total conduit bends between pull locations. (b)Install junction boxes and pull boxes at locations acceptable to the Engineer. b.The Contractor is responsible for any deviations in general location,conduit size, routing,or changes to the conduit schedule without the express written approval or direction by the Engineer: 1)The Engineer is the sole source in determining whether the change is constituted as a deviation: 2)Perform any changes resulting in additional conduits,or extra work from such deviations. 3)Incorporate any deviations on the Record Documents. 2.Use only tools recommended by the conduit manufacturer for assembling the conduit system. 3.Provide adequate clearances from high-temperature surfaces for all conduit runs. 4.Do not install 1-inch or larger conduits in or through structural members unless approved by the Engineer. 5.Run conduits exposed to view parallel with or at right angles to structural members,walls, or lines of the building: a.Install straight and true conduit runs with uniform and symmetrical elbows,offsets, and bends. Page 294 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -8 CONDUITS b.Make changes in direction with long radius bends or with conduit bodies. 6.Install conduits with total conduit bends between pull locations less than or equal to 270 degrees. 7.Route all exposed conduits to preserve headroom,access space and work space,and to prevent tripping hazards and clearance problems: a.Install conduit runs so that runs do not interfere with proper and safe operation of equipment and do not block or interfere with ingress or egress,including equipment- removal hatches. b.Route conduits to avoid drains or other gravity lines.Where conflicts occur,relocate the conduit as required. 8.When installing conduits through existing slabs or walls,make provisions for locating any possible conflicting items where the conduit is to penetrate.Use tone signal or X-ray methods to make certain that no penetrations will be made into the existing conduits, piping,cables,post-tensioning cables,etc. 9.Plug conduits brought into pull boxes,manholes,handholes,and other openings until used to prevent entrance of moisture. 10.For 2-inch and larger conduit runs,snake conduits with a conduit cleaner equipped with a cylindrical mandrel of a diameter not less than 85 percent of nominal diameter of the conduit: a.Remove and replace conduits through which mandrel will not pass. 11.Provide all sleeves and openings required for the passage of electrical raceways or cables even when these openings or sleeves are not specifically indicated on the Drawings. 12.Install complete conduit systems before conductors are installed. 13.Provide metallic conduits terminating in transformer,switchgear,motor control center,or other equipment conduit windows with grounding bushings and ground with a minimum No.6 AWG ground wire. 14.Underground conduits: a.Install underground conduits,including conduit runs below slabs-on-grade in concrete-reinforced duct bank construction: 1)If noted on plans and per specifications. b.Make underground conduit size transitions at handholes and manholes. c.Install spare conduits in underground duct banks towards top center of runs to allow for ease of installation of future cables as conduits enter underground manholes and handholes. d.Seal around conduit penetrations of below grade walls with a mechanical seal. e.Provide 24‑inch‑minimum cover at finished grade for direct burial underground conduit. Provide 3‑inch‑minimum sand above and below conduit. f.Provide 24-inch minimum cover at finished grade above top of concrete for concrete- encased duct banks. Provide 2-inch minimum separation between conduits and 3- inch minimum concrete encasement around conduits. Extend the concrete encasement under any floor slabs or equipment mounting pads to the point of raceway termination. After the concrete envelope has set,pull a bristle brush through each raceway to remove debris.Underground conduits shall be concrete encased unless shown as direct buried on the Drawings. g.Where other utility piping systems are encountered or being installed along a raceway route,maintain a 12‑inch‑minimum vertical separation between raceways and other systems at crossings.Maintain a 12‑inch‑minimum separation between raceways and other systems in parallel runs.Do not place raceways over valves or couplings in other piping systems.Refer conflicts with these requirements to the Engineer for instructions before further work is done. h.Thoroughly clean conduits before lying.During construction and after completion,the conduit ends shall be kept plugged to prevent water from washing mud into the manholes or pull boxes. i.Terminate conduit in end bells in manholes and pull boxes and enter at right angles to the wall. Page 295 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -9 CONDUITS j.Place conduit separators every 4 feet on centers and securely anchor to prevent movement. k.Backfill,Non‑paved Areas:Use native backfill,compacted in 6-inch layers to 90 percent relative compaction.Final backfill elevation shall match existing. l.Backfill,Paved Areas: 1)Use clean imported sand having the following gradation: Sieve Size Percent Passing By Weight 3/8 inch 100 No.4 75 -100 No.30 12 -50 No.100 5 -20 No.200 0 -15 (a)Imported sand shall be free from organic material,trash,debris and rubbish. 2)Compact trench backfill by manual methods. Water flooding or jetting is not permitted. C.Lighting and receptacle conduits: 1.Provide conduit runs for lighting and receptacle circuits,whether or not indicated on the Drawings: 2.Install conduits in accordance with the requirements of this Section unless otherwise indicated. 3.Minimum conduit size: a.3/4-inch for exposed conduits. b.1-inch for underground or in-slab conduits. 4.Provide conduit materials for the installed location as specified in Section 26_05_00. D.Conduit usage: 1.Exposed conduits: a.Rigid conduit: 1)Install the rigid conduit type for each location as specified in Section 26_05_00. 2)Minimum size:1-inch,unless otherwise indicated on Drawings. b.Flexible conduit: 1)Use flexible conduit for final connections between rigid conduit and motors, vibrating equipment,instruments,control equipment,or where required for equipment servicing: (a)Use Type SLT with rigid metallic conduit. 2)Minimum size:3/4-inch: (a)1/2 when required for connection to instruments. 3)Maximum length: (a)Fixed equipment: Conduit Trade Size Flexible Conduit Length (inch) 3/4 18 1 18 1-1/4 18 1-1/2 18 2 36 2-1/2 36 3 36 3-1/2 38 4 40 (b)Removable instruments or hinged equipment: Page 296 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -10 CONDUITS (1)As required to allow complete removal or full movement without disconnecting or stressing the conduit. 2.Underground,concrete-encased and embedded conduits: a.Type PVC Schedule 40 and PVC-coated rigid metallic conduit as specified below: 1)Use Type PCS in underground and embedded installation as follows: (a)Stub-up and risers to grade floor or equipment from nonmetallic conduits. (b)Entering and exiting underground or embedded conduit runs a minimum 12 inches above and below grade of finished floor. (c)For any and all bends where the total deflection is greater than 45 degrees. b.Minimum size: 1)2-inch in duct banks unless otherwise indicated on the Drawings. 2)2-inch for in-slab conduits unless otherwise indicated on the Drawings. (a)PVC-coated rigid metallic conduit: c.Use specifically manufactured or machined threading dies to manufacturer’s specifications to accommodate the PVC jacket. 3.GRC: a.Conduit shall be cut square and reamed before threading. 4.PVC: a.Conduit terminations shall be via threaded adapters into threaded hubs on the junction boxes or conduit bodies. b.Conduit terminations into boxes without threaded hubs shall utilize a threaded adapter and a flat neoprene washer on the outside of the box. 1)Use a locknut on the inside of the box to tighten the adapter to the box. c.Route conduit to afford it the maximum physical protection. 1)If necessary,cover conduit to afford additional protection when it cannot be shielded by the structure or machinery frames. (a)Use Schedule 80 where exposed runs may be subject to physical damage. E.Conduit joints and bends: 1.General: a.Where conduit is underground,under slabs on grade,exposed to the weather,or in NEMA Type 4 or NEMA Type 4X locations,make joints liquidtight. b.Keep bends and offsets in conduit runs to an absolute minimum. c.All bends shall be symmetrical. d.The following conduit systems shall use large-radius sweep elbows: 1)Underground conduits. 2)Conduits containing shielded cables. e.Provide large-radius factory-made bends for 1-1/4-inch trade size or larger. f.Make field bends with a radius of not less than the requirements found in the NEC: 1)The minimum bending radius of the cable must be less than the radius of the conduit bend. 2)Make all field bends with power bending equipment or manual benders specifically intended for the purpose: (a)Make bends so that the conduit is not damaged and the internal diameter is not effectively reduced. (b)For the serving utilities,make bends to meet their requirements. g.Replace all deformed,flattened,or kinked conduit. 2.Threaded conduit: a.Cut threads on rigid metallic conduit with a standard conduit-cutting die that provides a 3/4-inch per foot taper and to a length such that all bare metal exposed by the threading operation is completely covered by the couplings or fittings used.In addition,cut the lengths of the thread such that all joints become secure and wrench- tight just preceding the point where the conduit ends would butt together in couplings or where conduit ends would butt into the ends or shoulders of other fittings. b.Thoroughly ream conduit after threads have been cut to remove burrs. Page 297 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -11 CONDUITS c.Use bushings or conduit fittings at conduit terminations. d.On exposed conduits,repair scratches and other defects with galvanizing repair stick, Enterprise Galvanizing “Galvabar,”or CRC “Zinc It.” e.Coat conduit threads with an approved electrically conductive sealant and corrosion inhibitor that is not harmful to the conductor insulation: 1)Apply to the male threads and tighten joints securely. 2)Clean excess sealant from exposed threads after assembly. f.Securely tighten all threaded connections. g.Any exposed threaded surfaces must be cleaned and coated with a galvanizing solution so that all exposed surfaces have a galvanized protective coating. 3.PVC: a.Use approved solvent-weld cement specifically manufactured for the purpose.Spray- type cement is not allowed. b.Apply heat for bends so that conduit does not distort or discolor.Use a spring mandrel as required to ensure full inside diameter at all bends: 1)Utilize a heater specifically for PVC conduit as recommended by the conduit manufacturer. F.Conduit sealing and drainage: 1.Conduit drainage and sealing: a.Provide sealing and drainage in vertical drops of long (in excess of 20 feet),exterior, above-grade conduit runs at the points at which the conduit enters buildings, switchgear,control panels,lighting panelboards,and other similar enclosures. b.Provide seal fittings with drains in vertical drops directly above grade for exterior and above-grade conduit runs that are extended below grade. c.Provide conduit seals with drains in areas of high humidity and rapidly changing temperatures: 1)Where portions of an interior raceway pass through walls,ceilings,or floors that separate adjacent areas having widely different temperatures. G.Conduit supports: 1.General: a.Provide appropriate hangers,supports,fasteners,and seismic restraints to suit applications: 1)As specified in Section 26_05_29. 2)Provide support materials consistent with the type of conduit being installed as specified in Section 26_05_00. b.Support conduit at the intervals required by the NEC. c.Perforated strap and plumbers tape are not acceptable for conduit supports. 2.Conduit on concrete or masonry: a.Use 1-hole malleable iron straps with metallic or plastic expansion anchors and screws or support from preset inserts. b.Use preset inserts in concrete when possible. c.Use pipe spacers (clamp backs)in wet locations. d.On plaster or stucco,use 1-hole malleable iron straps with toggle bolts. 3.Conduit on metal decking: a.Use 1-hole malleable iron straps with 1-inch long cadmium-plated Type A panhead sheet-metal screws.Fully or partially hammer-driven screws are not acceptable. 4.Suspended conduit: a.Use malleable-iron factory-made split-hinged pipe rings with threaded suspension rods sized for the weight to be carried (minimum 3/8-inch diameter),Kindorf,or equal. b.For grouped conduits,construct racks with threaded rods and tiered angle iron or preformed channel cross members.Clamp each conduit individually to a cross member.Where rods are more than 2-feet long,provide rigid sway bracing. 5.Supports at structural steel members: a.Use beam clamps. Page 298 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 33 -12 CONDUITS b.Drilling or welding may be used only as specified or with approval of the Engineer. 6.PVC-coated rigid metal systems: a.Provide right-angle beam clamps and “U”bolts specially formed and sized to snugly fit the outside diameter of the coated conduit.Provide "U"bolts with PVC- encapsulated nuts that cover the exposed portions of the threads. b.Securely fasten exposed conduits with Type 316 stainless steel clamps or straps. H.Expansion or expansion/deflection fittings: 1.General: a.Align expansion coupling with the conduit run to prevent binding. b.Follow manufacturer’s instructions to set the piston opening. c.Install expansion fittings across concrete expansion joints and at other locations where necessary to compensate for thermal or mechanical expansion and contraction. d.Furnish fittings of the same material as the conduit system. I.Empty conduits: 1.Provide a polyethylene rope rated at 250 pounds tensile strength in each empty conduit more than 10 feet in length. 2.Seal ends of all conduits with approved,manufactured conduit seals,caps,or plugs immediately after installation: a.Keep ends sealed until immediately before pulling conductors. J.Miscellaneous: 1.Provide electrical unions at all points of union between ends of rigid conduit systems that cannot otherwise be coupled: a.Running threads and threadless couplings are not allowed. 2.Replace any conduits installed that the Engineer determines do not meet the requirements of this Specification. 3.04 ERECTION,INSTALLATION,APPLICATIONS,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 FIELD QUALITY CONTROL A.As specified in Section 26_05_00. 3.08 ADJUSTING (NOT USED) 3.09 CLEANING (NOT USED) 3.10 PROTECTION A.As specified in Section 26_05_00. 3.11 SCHEDULES (NOT USED) END OF SECTION Page 299 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 34 -1 BOXES SECTION 26 05 34 BOXES PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Device boxes. 2.Raceway system boxes. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 1.02 REFERENCES A.As specified in Section 26_05_00. B.ASTM International (ASTM): 1.A47 -Standard Specification for Ferritic Malleable Iron Castings. 2.D149 -Standard Test Method for Dielectric Breakdown Voltage and Dielectric Strength of Solid Electrical Insulating Materials at Commercial Power Frequencies. 3.D495 -Standard Test Method for High-Voltage,Low-Current,Dry Arc Resistance of Solid Electrical Insulation. 4.D570 -Standard Test Method for Water Absorption of Plastics. 5.D648 -Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position. 6.D790 -Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 7.D792 -Standard Test Methods for Density and Specific Gravity (Relative Density)of Plastics by Displacement. C.Joint Industry Conference (JIC). D.Underwriters Laboratories,Inc.(UL): 1.94 -Standard for Tests for Flammability of Plastic Materials for Parts in Devices and Appliances. 1.03 DEFINITIONS A.As specified in Section 26_05_00. B.Specific definitions: 1.Raceway system boxes:Boxes that are used for wire and cable pullboxes,conduit junction boxes,or terminal boxes. 1.04 SYSTEM DESCRIPTION A.Provide outlet boxes for devices such as switches,receptacles,telephone and computer jacks, security systems,junction,and pullboxes for use in the raceway systems,etc. B.Provide boxes as indicated on the Drawings or as needed to complete the raceway installation. 1.05 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: 1.Manufacturer. 2.Materials. 3.Dimensions: a.Height. b.Width. c.Depth. d.Weight. e.NEMA rating. Page 300 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 34 -2 BOXES 4.Conduit entry locations. 5.Catalog cut sheets. 6.Installation instructions. C.Shop drawings: 1.Include identification and sizes of pull boxes. 1.06 QUALITY ASSURANCE A.As specified in Section 26_05_00. B.Regulatory requirements: 1.Outlet boxes shall comply with all applicable standards of: a.JIC. b.NEC. c.NEMA. d.UL. 1.07 DELIVERY,STORAGE,AND HANDLING A.As specified in Section 26_05_00. 1.08 PROJECT OR SITE CONDITIONS A.As specified in Section 26_05_00. 1.09 SEQUENCING A.As specified in Section 26_05_00. 1.10 SCHEDULING (NOT USED) 1.11 WARRANTY A.As specified in Section 26_05_00. 1.12 SYSTEM START-UP A.As specified in Section 26_05_00. 1.13 OWNER’S INSTRUCTIONS (NOT USED) 1.14 MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A.One of the following or equal: 1.Plastic coated boxes: a.Rob Roy. b.OCAL. 2.Cast device boxes: a.Appleton. b.Crouse -Hinds. c.OZ/Gedney. 3.Formed steel enclosures: a.Hoffman. b.Thomas and Betts. c.Stahlin. d.Rittal. 4.Stainless steel enclosures: a.Hoffman. b.Stahlin. c.Rittal. Page 301 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 34 -3 BOXES 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS (NOT USED) 2.04 MANUFACTURED UNITS A.Cast device boxes: 1.Construction: a.With internal green ground screw. b.Furnished with a suitable gasketed cover. c.With integral cast mounting lugs when surface mounted. d.Conduit sizes range from 3/4 inch to 1 inch. e.Tapered threaded hubs with integral bushing. 2.Malleable iron boxes: a.Conforming to ASTM A47 Grade 32510. B.Plastic coated cast device boxes: 1.Construction: a.With internal green ground screw. b.Furnished with a suitable gasketed cover. c.With integral cast mounting lugs when surface mounted. d.Conduit sizes range from 3/4 inch to 1 inch. e.Double coated with a nominal 0.002-inch (2 mil)urethane on both the interior and exterior before application of PVC coating. f.With a minimum 0.040-inch (40 mil)PVC coating bonded to exterior. g.With pressure sealing sleeve to protect the connection with conduit. C.Formed steel enclosures: 1.Steel: a.NEMA Type 12. b.Fabricated from 14-gauge steel,minimum. c.All seams continuously welded ground smooth. d.Door: 1)Rolled lip around 3 sides. 2)Attached to enclosure by means of a continuous stainless steel hinge and pin. e.Neoprene door gasket to provide a watertight,dusttight,oiltight seal: 1)Attached with an adhesive. 2)Retained by a retaining strip. f.Fabricate all external removable hardware for clamping the door to the enclosure body from zinc-plated heavy gauge steel: 1)With a hasp and staple for padlocking. g.Provide large enclosures with door and body stiffeners for extra rigidity. h.No holes or knockouts. i.Finish: 1)ANSI-61 gray electrostatically applied polyester powder inside and out over cleaned and primed surfaces. 2)White electrostatically applied polyester powder mounting plate. j.Heavy gauge steel external mounting brackets when surface mounted. k.NEMA Type 3R for outdoor use,unless NEMA 4X is specified on the Drawings. 2.Stainless steel: a.NEMA Type 4X: 1)Boxes in locations subject to flooding or temporary submersion: (a)NEMA Type 6. b.Fabricated from 14-gauge Type 316 stainless steel. c.All seams continuously welded. d.Door: 1)Rolled lip around 3 sides. Page 302 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 34 -4 BOXES 2)Attached to enclosure by means of a continuous stainless steel hinge and pin. e.Neoprene door gasket to provide a watertight seal: 1)Attached with an adhesive. 2)Retained by a retaining strip. f.Fabricate all external removable hardware for clamping the door to the enclosure body from heavy gauge stainless steel: 1)With a hasp and staple for padlocking. g.Provide large enclosures with door and body stiffeners for extra rigidity. h.No holes or knockouts. i.Finish: 1)Brushed. j.Stainless steel external mounting brackets when surface mounted. 2.05 EQUIPMENT (NOT USED) 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES A.Fasteners: 1.Electroplated or stainless steel in boxes with wiring devices. 2.Screws,nuts,bolts,and other threaded fasteners: a.Stainless steel. B.Provide breather and drain fittings where appropriate. 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES (NOT USED) 2.11 SOURCE QUALITY CONTROL (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) 3.03 INSTALLATION A.As specified in Section 26_05_00. B.General: 1.Provide materials and construction suitable for environmental conditions at the location of the box as specified in Section 26_05_00. 2.Provide outlet box materials to match the conduit system: a.GRC -Cast ferrous boxes. b.PCS -PVC coated cast ferrous boxes. 3.Solid type gang boxes: a.For more than 2 devices. b.For barriered outlets. 4.Support all wall mounted NEMA Type 4 or NEMA Type 4X boxes to maintain a minimum of 7/8-inch free air space between the back of the enclosure and the wall: a.Use machined spacers to maintain air space;built-up washers are not acceptable. b.Use stainless steel or nylon materials for spacers. 5.Use cast malleable iron boxes when box must support other devices. 6.Boxes serving luminaires or devices: a.Use as pull boxes wherever possible. 7.Size boxes in accordance with NEC requirements and to provide sufficient room for the future components and cables indicated on the Drawings. 8.For fire-rated construction,provide materials and installation for use in accordance with the listing requirements of the classified construction. Page 303 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 34 -5 BOXES C.Outlet boxes: 1.Locate outlet boxes as indicated on the Drawings: a.Adjust locations so as not to conflict with structural requirements or other trades. 2.Use deep threaded-hub malleable iron boxes: a.To act as a pull box for conductors in a conduit system. b.Accommodate wiring devices. 3.Use deep threaded-hub plastic coated malleable iron boxes in corrosive and NEMA Type 4X area and when the conduit system is PVC coated steel. 4.Outlet boxes may be used as junction boxes wherever possible. D.Pull boxes and junction boxes: 1.Size pull boxes in accordance with NEC requirements and to provide sufficient room for any future conduits and cables as indicated on the Drawings. 2.Install pull boxes such that access to them is not restricted. E.For boxes not indicated: 1.Provide types and mountings as required to suit the equipment and that will be consistent with the conduit system and environmental conditions as indicated in Section 26_05_00. 2.Outlet,switch,and junction boxes where surface mounted in exposed locations: a.Cast ferrous boxes with mounting lugs,zinc,or cadmium plating finish. 3.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 REINSTALLATION (NOT USED) 3.07 FIELD QUALITY CONTROL A.As specified in Section 26_05_00. 3.08 ADJUSTING (NOT USED) 3.09 CLEANING A.As specified in Section 26_05_00. 3.10 PROTECTION A.As specified in Section 26_05_00. 3.11 SCHEDULES (NOT USED) END OF SECTION Page 304 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 53 -1 IDENTIFICATION FOR ELECTRICAL SYSTEMS SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Identification of electrical equipment,devices,and components. 2.Material,manufacturing,and installation requirements for identification devices. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. 3.Section 26_05_33 -Conduits. 1.02 REFERENCES A.As specified in Section 26_05_00. B.Occupational Safety and Health Administration (OSHA). 1.03 DEFINITIONS A.As specified in Section 26_05_00. 1.04 SYSTEM DESCRIPTION A.Nameplates: 1.Provide a nameplate for each piece of electrical equipment and devices,control panel and control panel components. 2.Provide all nameplates of identical style,color,and material throughout the facility. 3.Device nameplates information: a.Designations as indicated on the Drawings and identified on the Process and Instrumentation Drawings. B.Wire numbers: 1.Coordinate the wire numbering system with all vendors of equipment so that every field wire has a unique number associated with it for the entire system: a.Wire numbers shall correspond to the wire numbers on the control drawings or the panel and circuit numbers for receptacles and lighting. b.Wire numbers shall correspond to the terminal block number to which they are attached in the control panel. c.Internal panel wires on a common terminal shall have the same wire number. d.Multi-conductor cables shall be assigned a cable number that shall be attached to the cable at intermediate pull boxes and stub-up locations beneath freestanding equipment.All multi-conductor and instrumentation cables shall be identified at pull points as described above: 1)Label armored multi-conductor cable using the conduit number as indicated on the Drawings,following the requirements for conduit markers in Section 26_05_33. 2.Provide the following wiring numbering schemes throughout the project for field wires between process control module,(PCM),vendor control panels,(VCP),motor control centers,(MCC),field starters,field instruments,etc. WHERE: =DESIGNATION FOR ORIGINATING PANEL OR DEVICE ORIGIN TERM.=TERMINAL DESIGNATION AT ORIGINATING PANEL OR DEVICE DEST.LOC.=DESIGNATION FOR DESTINATION PANEL OR DEVICE =TERMINAL DESIGNATION AT DESTINATION PANEL OR DEVICE OR PLC I/O ADDRESS AT DESTINATION PANEL: a.Identify equipment and field instruments as the origin. b.PCMs are always identified as the destination. Page 305 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 53 -2 IDENTIFICATION FOR ELECTRICAL SYSTEMS c.Location is the panel designation for VCP,LCP,or PCM.For connections to MCCs, location is the specific starter tag and loop number.Location is the tag and loop number for motor starters,field instruments and equipment.Any hyphen in the panel designation or tag and loop number shall be omitted. d.Terminal designation is the actual number on the terminal block where the conductor terminates at field devices and vendor control panels.For multi-conductor cables,all terminal numbers shall be shown,separated by commas. e.Terminal designations at motor leads shall be the motor manufacturer’s standard terminal designation (e.g.T1,T2,T3,etc.). f.Terminal designations at PCMs where the field conductor connects to field terminal blocks for a PLC input or output shall be the PLC address (Note:the following PLC I/O numbering scheme is typical for Allen-Bradley,the numbering scheme should be modified to match that of the actual PLC manufacturer used for the project): 1)Discrete Point:W:X:Y/Z Analog Point:W:X:Y.Z Where: (a)W =I for input,O for output X = PLC number (1,2,3…) (b)Y = Slot number (01,02,03…) (1)Z =Terminal number (00,01,02…)for a discrete point or a word number for an analog point (1,2,3…) g.Terminal designations at PCMs where the conductor does not connect to a PLC I/O point shall be the terminal number with a “C”prefix (e.g.C0010).For common power after a fuse or neutrals after a switch,the subsequent points shall have and capital letter suffix starting with “A”(e.g.C0010A). 2.Case 1:Vendor control panel (VCP)to process control module (PCM):Field wire number/label:A-B/C-D a.A = Vendor control panel number without hyphen (VCP#) b.B =Terminal number within VCP (manufacturer’s or vendor’s standard terminal number) c.C = Process control module number without hyphen (PCM#) d.D =Either the PLC address if the field terminal is connected directly to a PLC input or output point or the terminal number with a “C”prefix if not connected directly to a PLC I/O point (C0010) 1)VCP#-10/PCM#-I:1:01/01 (a)VCP#-10/PCM#-O:1:10/07 VCP#-10/PCM#-C0100 3.Case 2:Field instrument to process control module (PCM):Field wire number/label:E- F/C-D a.C = Process control module number without hyphen (PCM#) b.D =Either the PLC address if the field terminal is connected directly to a PLC input or output point or the terminal number with a “C”prefix if not connected directly to a PLC I/O point (C0010) c.E = Field mounted instrument tag and loop numbers without hyphen (EDV#) d.F =Manufacturer’s standard terminal number within instrument.Use both terminal numbers for analog points separated by a comma 1)TIT#-2,3/PCM#-I:1:01.1 (a)TSH#-1/PCM#-I:2:01/00 4.Case 3:Motor control center (MCC)to process control module (PCM):Field wire number/label:G-B/C-D a.B =Terminal number within Motor Control Center (manufacturer’s or vendor’s standard terminal number) b.C = Process control module without hyphen (PCM#) c.D =Either the PLC address if the field terminal is connected directly to a PLC input or output point or the terminal number with a “C”prefix if not connected directly to a PLC I/O point (C0010) d.G =Actual starter designation in the motor control center without hyphen (MMS#) 1)MMS#-10/PCM#-I:1:01/01 (a)MMS#-10/PCM#-O:1:10/07 MMS#-10/PCM#-C0100 Page 306 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 53 -3 IDENTIFICATION FOR ELECTRICAL SYSTEMS 5.Case 4:Motor control center (MCC)to vendor control panel (VCP):Field wire number/label:G-B/A-B a.A = Vendor control panel number without hyphen (VCP#) b.B =Terminal number within motor control center or vendor control panel (manufacturer’s or vendors standard terminal number) c.G =Actual starter designation in the motor control center without hyphen (MMS#) d.MMS#-X2/VCP#-10 6.Case 5:Motor leads to a motor control center (MCC):Field wire number/label:H-I/G-B a.B =Terminal number within motor control center (manufacturer’s standard terminal number) b.G =Actual starter designation in the motor control center without hyphen (MMS#) c.H = Equipment tag and loop number without hyphen (PMP#) d. Motor manufacturer’s standard motor lead identification (e.g.T1,T2,T3,etc.) e.PMP-#-T3/MMS#-T3 7.Case 6:Remote or separately mounted starter or variable frequency drive (VFD)to process control module (PCM): a.Field wire number/label:J-B/C-D b.B =Terminal number within starter or variable frequency drive (manufacturer’s standard terminal number) c.C = Process control module number without hyphen (VCP#) d.D =Either the PLC address if the field terminal is connected directly to a PLC input or output point or the terminal number with a “C”prefix if not connected directly to a PLC I/O point (C0010) e.J =Starter or variable frequency drive tag and loop number without hyphen (MMS#) f.MMS#-10/PCM#-I:1:01/01 (a)MMS#-10/PCM#-O:2:10/07 MMS#-10/PCM#-C0010 8.Identify all spare conductors as required for other field wires with an “S”prefix: a.S MMS#-10/PCM#-C011 5.02 SUBMITTALS A.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B.Product data: 1.Nameplates: a.Color. b.Size: 1)Outside dimensions. 2)Lettering. c.Material. d.Mounting means. 2.Nameplate schedule: a.Show exact wording for each nameplate. b.Include nameplate and letter sizes. 3.Wire numbers: a.Manufacturer’s catalog data for wire labels and label printer. C.Record documents: 1.Update the conduit schedule to reflect the exact quantity of wire numbers including spares and destination points for all wires. 5.03 QUALITY ASSURANCE (NOT USED) 5.04 DELIVERY,STORAGE,AND HANDLING A.As specified in Section 26_05_00. Page 307 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 53 -4 IDENTIFICATION FOR ELECTRICAL SYSTEMS 5.05 PROJECT SITE CONDITIONS (NOT USED) 5.06 SEQUENCING (NOT USED) 5.07 SCHEDULING (NOT USED) 5.08 WARRANTY A.As specified in Section 26_05_00. 5.09 SYSTEM START-UP A.As specified in Section 26_05_00. 5.10 OWNER’S INSTRUCTIONS (NOT USED) 5.11 MAINTENANCE (NOT USED) PART 2 PRODUCTS 6.01 MANUFACTURERS A.Nameplates and signs: 1.One of the following or equal: a.Brady. b.Seton. B.Conductor and cable markers: 1.Heat-shrinkable tubing: a.One of the following or equal: 1)Raychem. 2)Brady. 3)Thomas &Betts. 4)Kroy. C.Conduit and raceway markers: 1.One of the following or equal: a.Almetek:Mini Tags. b.Lapp Group:Maxi System. 6.02 EXISTING PRODUCTS (NOT USED) 6.03 MATERIALS A.Nameplates: 1.Fabricated from white-center and red face or black-center,white face laminated plastic engraving stock: a.3/32-inch thick material. b.Two-ply. c.With chamfered edges. d.Block style engraved characters of adequate size to be read easily from a distance of 6 feet: 1)No characters smaller than 1/8-inch in height. B.Signs: 1.Automatic equipment and high voltage signs: a.Suitable for exterior use. b.In accordance with OSHA regulations. C.Conductor and cable markers: 1.Machine printed black characters on white tubing. 2.Ten point type or larger. D.Conduit and raceway markers: 1.Non-metallic: a.UV resistant holder and letters b.Black letters on yellow background. Page 308 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 53 -5 IDENTIFICATION FOR ELECTRICAL SYSTEMS c.Minimum letter height:1/2-inch. d.Adhesive labels are not acceptable. 6.04 MANUFACTURED UNITS (NOT USED) 6.05 EQUIPMENT (NOT USED) 6.06 COMPONENTS (NOT USED) 6.07 ACCESSORIES (NOT USED) 6.08 MIXES (NOT USED) 6.09 FABRICATION (NOT USED) 6.10 FINISHES (NOT USED) 6.11 SOURCE QUALITY CONTROL A.Nameplates: 1.Provide all nameplates for control panel operator devices (e.g.pushbuttons,selector switches,pilot lights,etc.): a.Same material and same color and appearance as the device nameplates,in order to achieve an aesthetically consistent and coordinated system. PART 3 EXECUTION 7.01 EXAMINATION (NOT USED) 7.02 PREPARATION (NOT USED) 7.03 INSTALLATION A.As specified in Section 26_05_00. B.Nameplates: 1.Attach nameplates to equipment with rivets,bolts or sheet metal screws,approved waterproof epoxy-based cement or install in metal holders welded to the equipment. 2.On NEMA Type 4,NEMA Type 4X,enclosures,use epoxy-based cement to attach nameplates. 3.Nameplates shall be aligned and level or plumb to within 1/64 inch over the entire length: a.Misaligned or crooked nameplates shall be remounted,or provide new enclosures at the discretion of the Engineer. C.Conductor and cable markers: 1.Apply all conductor and cable markers before termination. 2.Heat-shrinkable tubing: a.Tubing shall be shrunk using a heat gun that produces low temperature heated air. b.Tubing shall be tight on the wire after it has been heated. c.Characters shall face the open panel and shall read from left to right or top to bottom. d.Marker shall start within 1/32 inch of the end of the stripped insulation point. D.Conduit markers: 1.Furnish and install conduit markers for every conduit in the electrical system that is identified in the conduit schedule or part of the process system. 2.Mark conduits at the following locations: a.Each end of conduits that are greater than 10 feet in length. b.Where the conduit penetrates a wall or structure. c.Where the conduit emerges from the ground,slab,etc. d.The middle of conduits that are 10 feet or less in length. 3.Mark conduits after the conduits have been fully painted. 4.Position conduit markers so that they are easily read from the floor. 5.Attach non-metallic conduit markers with nylon cable ties: a.Provide ultraviolet resistant cable ties for conduit markers exposed to direct sunlight. 6.Mark conduits before construction review by Engineer for punch list purposes. 7.Label intrinsically safe conduits in accordance with the requirements of the NEC. Page 309 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 05 53 -6 IDENTIFICATION FOR ELECTRICAL SYSTEMS E.Signs and labeling: 1.Furnish and install warning signs on equipment that has more than one source of power. a.Warning signs to identify every panel and circuit number of the disconnecting means of all external power sources. 2.Place warning signs on equipment that has 120 VAC control voltage source used for interlocking. a.Identify panel and circuit number or conductor tag for control voltage source disconnecting means. 7.04 ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) 7.05 REPAIR/RESTORATION (NOT USED) 7.06 RE-INSTALLATION (NOT USED) 7.07 FIELD QUALITY CONTROL A.Replace any nameplates,signs,conductor markers,cable markers or raceway labels that in the sole opinion of the Engineer do not meet the Engineer’s aesthetic requirements. 7.08 ADJUSTING (NOT USED) 7.09 CLEANING (NOT USED) 7.10 PROTECTION (NOT USED) 7.11 SCHEDULES (NOT USED) END OF SECTION Page 310 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 08 50 -1 FIELD ELECTRICAL ACCEPTANCE TESTS SECTION 26 08 50 FIELD ELECTRICAL ACCEPTANCE TESTS PART 1 GENERAL 1.01 SUMMARY A.Section includes: 1.Responsibilities for testing the electrical installation. 2.Adjusting and calibration. 3.Acceptance tests. B.Related sections: 1.Section 01_33_00 -Submittal Procedures. 2.Section 26_05_00 -Common Work Results for Electrical. C.Copyright information: 1.Some portions of this Section are copyrighted by the InterNational Electrical Testing Association,Inc (NETA).See NETA publication ATS for details. a.REFERENCES D.As specified in Section 26_05_00. E.American National Standards Institute (ANSI). F.Institute of Electrical and Electronics Engineers (IEEE): 1.43 -IEEE Recommended Practice for Testing Insulation Resistance of Rotating Machinery. 2.81 -IEEE Guide for Measuring Earth Resistivity,Ground Impedance,and Earth Surface Potentials of a Grounding System. 3.95 -IEEE Recommended Practice for Insulation Testing of AC Electric Machinery (2300 V and Above)With High Direct Voltage. 4. -IEEE Standard for High-Potential Test Requirement for Excitation Systems for Synchronous Machines. 5.450 -IEEE Recommended Practice for Maintenance,Testing,and Replacement of Vented Lead-Acid Batteries for Stationary Applications. 6.1106 -IEEE Recommended Practice for Installation,Maintenance,Testing,and Replacement of Vented Nickel-Cadmium Batteries for Stationary Applications. 7.1188 -IEEE Recommended Practice for Maintenance,Testing,and Replacement of Valve-Regulated Lead-Acid (VRLA)Batteries for Stationary Applications. 8.C57.13 -IEEE Standard Requirements for Instrument Transformers. 9.C57.13.1 –IEEE Guide for Field Testing of Relaying Current Transformers. 10.C57.13.3 -IEEE Guide for Grounding of Instrument Transformer Secondary Circuits and Cases. 11.C57.104 -IEEE Guide for the Interpretation of Gases Generated in Oil-Immersed Transformers. G.Insulated Cable Engineer’s Association (ICEA). H.InterNational Electrical Testing Association (NETA). 1.ATS-2009 Standard for Standard for Acceptance Testing Specifications for Electrical Power Equipment and Systems. I.International Electrotechnical Commission (IEC). J.Manufacturer’s testing recommendations and instruction manuals. K.National Fire Protection Association (NFPA): 1.70 –National Electrical Code (NEC). 2.110 -Standard for Emergency and Standby Power Systems. L.National Institute of Standards and Technology (NIST). M.Specification sections for the electrical equipment being tested. Page 311 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 08 50 -2 FIELD ELECTRICAL ACCEPTANCE TESTS N.Shop drawings. a.DEFINITIONS O.As specified in Section 26_05_00. P.Specific definitions: 1.Testing laboratory:The organization performing acceptance tests. a.SYSTEM DESCRIPTION Q.Testing of all electrical equipment installed under this Contract in accordance with the manufacturer’s requirements and as specified in this Section. R.Conduct all tests in the presence of the Engineer or the Engineer’s representative: 1.Engineer will witness all visual,mechanical and electrical tests,and inspections. S.The testing and inspections shall verify that the equipment is operational within the tolerances required and expected by the manufacturer,and these Specifications. T.Responsibilities: 1.Contractor responsibilities: a.Ensure that all resources are made available for testing,and that all testing requirements are met. 2.Electrical subcontractor responsibilities: a.Perform routine tests during installation. b.Demonstrate operation of electrical equipment. c.Commission the electrical installation. d.Provide the necessary services during testing,and provide these services to the testing laboratory,Contractor,and other subcontractors,including but not limited to: 1)Providing electrical power as required. 2)Operating of electrical equipment in conjunction with testing of other equipment. 3)Activating and shutting down electrical circuits. 4)Making and recording electrical measurements. 5)Replacing blown fuses. 6)Installing temporary jumpers. 3.Testing laboratory responsibilities: a.Perform all acceptance tests specified in this Section. b.Provide all required equipment,materials,labor,and technical support during acceptance tests. U.Upon completion of testing or calibration,attach a label to all serviced devices: 1.The label shall indicate the date serviced and the company that performed the service. a.SUBMITTALS V.Furnish submittals as specified in Sections 01_33_00 and 26_05_00. W.Manufacturers’testing procedures: 1.Submit manufacturers’recommended testing procedures and acceptable test results for review by the Engineer. X.Test report: 1.Test reports shall be based on NETA’s latest Acceptance Testing Specifications having a sign-off,pass/fail data filed for each line item covered by NETA’s Acceptance Testing Specifications latest edition. 2.Include the following: a.Summary of Project. b.Description of equipment tested. c.Description of tests performed. d.Test results. e.Conclusions and recommendations. f.Completed test forms. g.List of test equipment used and calibration dates. Page 312 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 08 50 -3 FIELD ELECTRICAL ACCEPTANCE TESTS Y.Testing laboratory qualifications: 1.Submit a complete resume and statement of qualifications from the proposed testing laboratory detailing their experiences in performing the tests specified: 2.Testing organization shall be corporately and financially independent of the supplier, producer and installer of the equipment,who has been regularly engaged in the testing of equipment for a period of at least 10 years.All testing shall be conducted under the direct supervision of an electrical engineer,registered in the State of California.This registered electrical engineer will prepare and sign test reports with values,recommendations,and comments. 3.Testing equipment required to conduct the specified tests shall be furnished by the testing organization.Testing equipment shall be in good working condition and comply with the requirements of this Specification and applicable industry standards. 4.Testing shall be done in accordance with the manufacturer's instructions,these Specifications,and applicable NETA Acceptance Testing Specifications,NEMA,ANSI, NFPA,and ASTM Standards.Forms shall include space for ENGINEER sign off at time of test. Testing organization shall meet Federal OSHA criteria for accreditation of testing laboratories,Title 29,Part 1907,1910 and 1936.Membership in the InterNational Electrical Testing Association constitutes proof of meeting such criteria. 5.The testing organization shall cooperate with any manufacturer's representative that may be retained by the CONTRACTOR.Testing organization shall be ABM Electrical Power Services;Electric Power Systems;Electrical Reliability Services;or equal NETA approved testing company. Z.Division of responsibilities: 1.Submit a list identifying who is responsible for performing each portion of the testing. a.QUALITY ASSURANCE AA.As specified in Section 26_05_00. BB.Testing laboratory qualifications: 1.The testing laboratory shall be an independent testing company. 2.Selection of the testing laboratory and testing personnel is subject to approval by the Engineer based on testing experience and certifications of the individuals and testing capabilities of the organization. a.DELIVERY,STORAGE,AND PROTECTION (NOT USED) b.PROJECT OR SITE CONDITIONS CC.As specified in Section 26_05_00. a.SEQUENCING DD.At least 30 days before commencement of the acceptance tests,submit the manufacturer’s complete field testing procedures to the Engineer and to the testing laboratory,complete with expected test results and tolerances for all equipment to be tested. EE.Perform testing in the following sequence: 1.Perform routine tests as the equipment is installed including: a.Insulation-resistance tests. b.Continuity tests. c.Rotational tests. 2.Adjusting and preliminary calibration. 3.Acceptance tests. 4.Demonstration. 5.Commissioning and plant start-up. a.SCHEDULING (NOT USED) b.WARRANTY FF.As specified in Section 26_05_00. a.SYSTEM START-UP (NOT USED) b.OWNER'S INSTRUCTIONS (NOT USED) Page 313 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 08 50 -4 FIELD ELECTRICAL ACCEPTANCE TESTS 1.02 MAINTENANCE (NOT USED) PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) a.PREPARATION B.Test instrument calibration: 1.Utilize a testing laboratory with a calibration program which maintains all applicable test instrumentation within rated accuracy. 2.The accuracy shall be traceable to the NIST in an unbroken chain. 3.Calibrate instruments in accordance with the following frequency schedule: a.Field instruments:6 months maximum. b.Laboratory instruments:12 months maximum. c.Leased specialty equipment where the accuracy is guaranteed by the lessor (such as Doble):12 months maximum. 4.Dated calibration labels shall be visible on all test equipment. 5.Maintain an up-to-date instrument calibration record for each test instrument: a.The records shall show the date and results of each calibration or test. 6.Maintain an up-to-date instrument calibration instruction and procedure for each test instrument. C.Do not begin testing until the following conditions have been met: 1.All instruments required are available and in proper operating condition. 2.All required dispensable materials such as solvents,rags,and brushes are available. 3.All equipment handling devices such as cranes,vehicles,chain falls and other lifting equipment are available or scheduled. 4.All instruction books,calibration curves,or other printed material to cover the electrical devices are available. 5.Data sheets to record all test results are available. a.INSTALLATION (NOT USED) b.ERECTION,INSTALLATION,APPLICATION,CONSTRUCTION (NOT USED) c.REPAIR/RESTORATION (NOT USED) d.RE-INSTALLATION (NOT USED) e.FIELD QUALITY CONTROL D.Low voltage cables,600 volt maximum: 1.Visual and mechanical inspection: a.Compare cable data with the Drawings and Specifications. b.Inspect exposed sections of cable for physical damage and correct connection as indicated on the Drawings. c.Inspect bolted electrical connections for high resistance by 1 of the following methods: 1)Use of low-resistance ohmmeter. 2)Verify tightness of accessible bolted electrical connections by the calibrated torque wrench method: (a)Refer to manufacturer’s instructions for proper foot-pound levels or NETA ATS tables. d.Inspect compression applied connectors for correct cable match and indentation. e.Inspect for correct identification and arrangement. f.Inspect cable jacket insulation and condition. 2.Electrical tests: a.Perform resistance measurements through bolted connections with a low-resistance ohmmeter. b.Perform insulation resistance test on each conductor with respect to ground and adjacent conductors: Page 314 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 08 50 -5 FIELD ELECTRICAL ACCEPTANCE TESTS 1)Applied potential shall be 500 volts dc for 300 volt rated cable and 1,000 volts dc for 600 volt rated cable. 2)Test duration shall be 1 minute. c.Perform continuity tests to insure correct cable connection. d.Verify uniform resistance of parallel conductors. 3.Test values: a.Compare bolted connection resistance values to values of similar connections: 1)Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b.Insulation-resistance values shall be in accordance with manufacturer’s published data: 1)Refer to NETA ATS tables in the absence of manufacturer’s published data. 2)Investigate values of insulation-resistance less than the allowable minimum. 3)Investigate values of insulation-resistance where there is a great deviation between of values between conductors. c.Cable shall exhibit continuity. d.Investigate deviations in resistance between parallel conductors. E.Grounding systems: 1.Visual and mechanical inspection: a.Inspect ground system for compliance with that indicated on the Drawings,specified in Specifications,and in the NEC. b.Inspect physical and mechanical condition. c.Inspect bolted electrical connections for high resistance using one of the following methods: 1)Use of low-resistance ohmmeter. 2)Verify tightness of accessible bolted electrical connections by calibrated torque wrench method: (a)Refer to manufacturer’s instructions for proper foot-pound levels or NETA ATS tables. d.Inspect anchorage. 2.Electrical tests: a.Perform resistance measurements through bolted connections with a low-resistance ohmmeter. b.Perform fall of potential test or alternative test in accordance with IEEE 81 on the main grounding electrode or system. c.Perform point-to-point tests to determine the resistance between the main grounding system and all major electrical equipment frames,the system neutral and any derived neutral points. 3.Test values: a.Grounding system electrical and mechanical connections shall be free of corrosion. b.Compare bolted connection resistance values to values of similar connections: 1)Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. c.Bolt-torque levels shall be in accordance with manufacturer’s published data: 1)Refer to NETA ATS tables in the absence of manufacturer’s published data. d.The resistance between the main grounding electrode and ground shall be as specified in Section 26_05_26.Investigate point-to-point resistance values that exceed 0.5 ohm. e.ADJUSTING (NOT USED) f.CLEANING F.As specified in Section 26_05_00. G.After the acceptance tests have been completed,dispose of all testing expendables,vacuum all cabinets,and sweep clean all surrounding areas. a.PROTECTION Page 315 of 489 APPENDIX B APPENDIX B N.Broad Street Neighborhood Park 26 08 50 -6 FIELD ELECTRICAL ACCEPTANCE TESTS H.As specified in Section 26_05_00. a.SCHEDULES (NOT USED) END OF SECTION Page 316 of 489 APPENDIX APPENDIX 4 APPENDIX C – PG&E ELECTRICAL DESIGN Page 317 of 489 APPENDIX APPENDIX 5 APPENDIX D – GEOTECHNICAL REPORT Page 318 of 489 GEOTECHNICAL ENGINEERING CITY OF SAN LUIS OBISPO NORTH BROAD ST. PARK BROAD STREET SAN LUIS OBISPO, CALIFORNIA October 4, 2022 Prepared for Mr. Nathan Garcia Nava City of San Luis Obispo Public Works Prepared by Earth Systems Pacific 4378 Old Santa Fe Road San Luis Obispo, CA 93401 Copyright © 2022 Page 319 of 489 ii October 4, 2022 FILE NO.: 305559-001 Mr. Nathan Garcia Nava City of San Luis Obispo Public Works 919 Palm Street San Luis Obispo, CA 93401 PROJECT: CITY OF SAN LUIS OBISPO NORTH BROAD ST. PARK BROAD STREET SAN LUIS OBISPO, CALIFORNIA SUBJECT: Geotechnical Engineering Report CONTRACT REF: Earth Systems Pacific Proposal to Provide a Geotechnical Engineering Report, North Broad Street Neighborhood Park, 533 Broad Street, San Luis Obispo, California, dated August 5, 2022, Doc. No. SLO-2208-017.PRP Dear Mr. Garcia Nava: As per your authorization of the referenced proposal, this geotechnical engineering report has been prepared for use in the development of plans and specifications for the North Broad Street Neighborhood Park located on Broad Street, where the Broad Street community garden currently resides, in San Luis Obispo, California. Preliminary geotechnical recommendations for site preparation, grading, foundations, flatwork, drainage, and observation and testing are presented herein. One bound copy and an electronic copy of this report are furnished for your use. We appreciate the opportunity to have provided services for this project and look forward to working with you again in the future. If there are any questions concerning this report, please do not hesitate to contact the undersigned. Sincerely, Earth Systems Pacific Samuel Venable, EIT Robert Down, PE Staff Engineer Principal Engineer Doc. No.: 2209-067.SER/pm Page 320 of 489 iii Table of Contents COVER LETTER ............................................................................................................. ii 1.0 INTRODUCTION AND SITE SETTING ............................................................................. 1 2.0 SCOPE OF SERVICES ..................................................................................................... 1 3.0 FIELD INVESTIGATION AND LABORATORY ANALYSIS ................................................... 2 4.0 GENERAL SUBSURFACE ............................................................................................... 3 5.0 CONCLUSIONS ............................................................................................................. 3 6.0 GEOTECHNICAL RECOMMENDATIONS ........................................................................ 5 Site Preparation........................................................................................................... 6 Grading ........................................................................................................................ 6 Foundations ................................................................................................................ 8 Pedestrian Flatwork .................................................................................................... 9 Drainage and Maintenance ....................................................................................... 10 Observation and Testing ........................................................................................... 11 7.0 CLOSURE.................................................................................................................... 13 TECHNICAL REFERENCES ....................................................................................................... 14 APPENDICES APPENDIX A Figure 1 - Site Vicinity Map Figure 2 - Exploration Location Map Boring Log Legend Boring Log APPENDIX B Laboratory Test Results Page 321 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 1 2209-067.SER 1.0 INTRODUCTION AND SITE SETTING The proposed project will consist of a neighborhood park to be located on Broad Street, where the Broad Street community garden currently resides, in San Luis Obispo, California (see Figure 1 – Site Vicinity Map in Appendix A). Based on the preliminary plans, the proposed neighborhood park will include new pedestrian flatwork, a new shade structure, new playground structures, decorative fencing, and miscellaneous structures such as picnic bench and table areas. We understand the new playground and miscellaneous structures as well as the new shade and signage structures will be supported by conventional shallow foundations. We have provided separate shallow foundation recommendations for the playground/miscellaneous structures and the shade/signage structures. Dead plus live column loads were not provided for the shade and signage structures but are anticipated to be on the order of 500 psf. Site improvements will include Portland cement concrete (PCC), exterior flatwork, and landscaping. No stormwater control measures (SCMs), basements, retaining walls or subterranean structures are anticipated. The site is currently used as a community garden with multiple raised and in-ground garden beds, and a few non-permanent picnic tables. The site is located at the approximate coordinates of latitude 35.2841N and longitude 120.6684W, which were obtained from the Google Earth Website (Google Earth 2022). The site is relatively flat. The site is surrounded by Broad Street to the northeast, residential units to the southwest, and descending slopes leading to creeks on the southeast and northwest bounds of the site. 2.0 SCOPE OF SERVICES The authorized scope of work included a general site reconnaissance, field exploration, geotechnical analysis of the data gathered, and preparation of this report. The analysis and subsequent recommendations were based on verbal information and a general project location plan provided by the client. This report and recommendations are intended to comply with the considerations of Sections 1803.1 through 1803.6, J104.3 and J104.4, as applicable, of the 2019 California Building Code (CBC) and common geotechnical engineering practice in this area under similar conditions at this time. The test procedures were accomplished in general conformance with the standards noted, as modified by common geotechnical engineering practice in this area under similar conditions at this time. Page 322 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 2 2209-067.SER Preliminary geotechnical engineering recommendations for site preparation, grading, foundations, flatwork, drainage, and observation and testing are presented to guide the development of project plans and specifications. As there may be geotechnical issues yet to be resolved, the geotechnical engineer should be retained to provide consultation as the design progresses. It may also be advantageous to retain the geotechnical engineer to review project plans as they near completion to assist in verifying that pertinent geotechnical issues have been addressed and to aid in conformance with the intent of this report. It is our intent that this report be used exclusively by the client to form the geotechnical basis of the design of the project and in the preparation of plans and specifications. Application beyond this intent is strictly at the user’s risk. This report does not address issues in the domain of contractors such as, but not limited to, site safety, loss of volume due to stripping of the site, shrinkage of soils during compaction, excavatability, dewatering, temporary slope angles, construction means and methods, etc. Analyses of aerial or site geology, or of the soil for corrosivity, radioisotopes, asbestos (either naturally occurring or in man-made products), lead or mold potential, hydrocarbons, or chemical properties is beyond the scope of this report. Any ancillary features such as flag or light poles, temporary access roads, non-structural fills, and vehicular pavements are not within our scope and are also not addressed. Design and/or suitability of LID features such as retention basins, bio swales, or other improvements are also beyond our scope. In the event that there are any changes in the nature, design, or location of improvements, or if any assumptions used in the preparation of this report prove to be incorrect, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report modified or verified by the geotechnical engineer in writing. The criteria presented in this report are considered preliminary until such time as any peer review or review by any jurisdiction has been completed, conditions have been observed by the geotechnical engineer in the field during construction, and the recommendations have been verified as appropriate, or modified by the geotechnical engineer in writing. 3.0 FIELD INVESTIGATION AND LABORATORY ANALYSIS On August 17, 2022, two exploratory boring was drilled on site to depths ranging from approximately 11.5 feet and 16.5 feet below the existing ground surface (bgs). The boring was drilled with a truck-mounted SIMCO EP200 drill rig equipped with a 4-inch outside diameter solid Page 323 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 3 2209-067.SER stem auger and an automatic hammer for sampling. As the boring was advanced, a soil sample was obtained using a 3-inch outside diameter ring-lined barrel sampler (ASTM D 3550-17 with shoe similar to ASTM D 2937-17). Bulk samples were also obtained from the auger cuttings. The approximate locations of the borings are shown on Figure 2 – Exploration Location Map in Appendix A. Soils encountered in the borings were categorized and logged in general accordance with the Unified Soil Classification System and ASTM D 2488-17. Logs of the borings are presented in Appendix A, along with a Boring Log Legend. In reviewing the boring logs and legend, the reader should recognize that the legend is intended as a guideline only, and there are a number of conditions that may influence the characteristics observed during drilling. These include, but are not limited to, the presence of cobbles or boulders, cementation, variations in soil moisture, presence of groundwater, and other factors. Consequently, the logger must exercise judgment in interpreting soil and bedrock characteristics, possibly resulting in soil or bedrock descriptions that vary from the legend. One bulk sample was tested for maximum density and optimum moisture content (ASTM D 1557- 12, modified) and expansion index (ASTM D 4829-11). Three ring samples were tested for bulk density (ASTM D 2937-17, modified for ring liners) and moisture (ASTM D 2216-10). One ring sample was tested for direct shear (ASTM D 3080/D 3080M-11) and one was tested of one dimensional consolidation (ASTM D 2435/2435M-11). The results of the laboratory tests are presented in Appendix B. 4.0 GENERAL SUBSURFACE Similar conditions were found in both borings. Alluvium was encountered at the surface and extended to the maximum depth explored of 16.5 feet bgs. The alluvium consisted of sandy fat clay to a depth of approximately 14 feet bgs at which point sandy lean clay was encountered. The sandy fat clay had a medium stiff to very stiff consistency; the sandy lean clay was medium stiff. The alluvium was logged as being slightly moist to very moist. Groundwater was not encountered in the borings. Please refer to the boring logs in Appendix A for a more complete description of the subsurface conditions encountered at the site. 5.0 CONCLUSIONS In our opinion, the site is suitable, from a geotechnical engineering standpoint, for the proposed project, provided the recommendations contained herein are implemented in the design and Page 324 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 4 2209-067.SER construction. From a geotechnical engineering standpoint, the primary concerns at the site are the potentials for strong ground shaking and the presence of expansive surficial soils. The potential for liquefaction is also discussed below. Potential Strong Ground Shaking The site is in a region of high seismic activity with the potential for large seismic events that could generate strong ground shaking. The CBC requires that seismic loads be considered in structural design. A seismic analysis was undertaken to provide seismic acceleration design parameters; the results are presented in the “Foundations” section of this report for use by others in the structural design process. The 2010 ASCE 7 method with 2013 updates available on the Structural Engineers Associate of California (SEAOC) Seismic Design Map Tool website (SEAOC, 2021) was used for the seismic analysis. The risk category for buildings and structures is assigned by others in accordance with CBC Table 1604.5; however, based on our current understanding of the project, we selected Risk Category II for our analysis. Based upon the subsurface conditions encountered during our subsurface investigation, Site Class “D,” “Stiff Soil,” was used. A general ground motion seismic analysis was performed, assuming that Exception 2 listed in Section 11.4.8 (ASCE, 2017) will apply to the project. We also provided seismic parameters if the Simplified Lateral Force Analysis Procedure from Section 12.14.8 (ASCE, 2017) will be used in structural design. Presence of Expansive Surficial Soils Expansion index testing performed on a bulk sample of the near surface soils resulted in a value of 158, which indicates the soils are highly expansive. Expansive soils tend to swell with seasonal increases in moisture and shrink during the dry season as subsurface moisture decreases. The volume changes that these materials undergo in this cyclical pattern can stress and damage slabs and foundations if precautionary measures are not incorporated into the design and construction procedures. Footings are typically deepened, and additional reinforcement is added. Imported non-expansive soils are recommended to be placed beneath exterior flatwork. Liquefaction Potential Liquefaction refers to a phenomenon that tends to occur in saturated soils of low density that have grain sizes within a certain range, usually fine- to medium-grained poorly graded sands, silty sands, and sandy silts. A sufficiently strong earthquake is also required to cause liquefaction. Page 325 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 5 2209-067.SER During liquefaction, the energy from the earthquake causes the water pressure within the pores of the soil to increase. The increase in water pressure decreases the friction between the soil grains, allowing the soil grains to move relative to one another. During this state, the soil will behave as a viscous liquid, temporarily losing its ability to support foundations and other improvements. As the pressure is released, the soils typically settle in a process called “liquefaction settlement.” Liquefaction settlement can cause damage to structures and other surface and subsurface improvements if their potential is not addressed. The soils encountered at the site were classified as sandy fat clay and sandy lean clay. Clay soils such as those encountered at the site are unlikely to liquefy if encountered below the groundwater. Groundwater was not encountered at a maximum depth of 16.5 feet bgs. Although the site is mapped by the County of San Luis Obispo (2013) as being in an area of moderate liquefaction potential, it is our opinion that there is minimal potential for liquefaction at the project site due to the presence of the clay soils and to the lack of groundwater at the maximum depth explored. 6.0 GEOTECHNICAL RECOMMENDATIONS These recommendations are applicable for the improvements as described in the “Introduction and Site Setting” Section of this report. If other improvements not previously mentioned are included, the geotechnical engineer should be contacted for revised recommendations. Unless otherwise noted, the following definitions are used in the recommendations presented below. Where terms are not defined, definitions commonly used in the construction industry are intended. • Foundation Areas – The areas within the footprints of all conventional shallow (individual spread) foundations. • Pedestrian Flatwork Areas: The footprint on any PCC flatwork that will accommodate pedestrian foot traffic only. • Grading Area – The entire area to be graded, including the foundation areas, pedestrian flatwork areas, and any other areas to be graded. • Subgrade: The elevation of the surface upon which a sand cushion/non-expansive imported material or aggregate base will be placed for flatwork or pavement improvements. • Scarified: Thoroughly plowed or ripped in two orthogonal directions to a depth of not less than 8 inches. Page 326 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 6 2209-067.SER • Moisture Conditioned: Soil moisture content adjusted to just above optimum moisture content prior to application of compactive effort. • Compacted / Recompacted: Soils placed in level lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 90 percent of maximum dry density, unless specified otherwise. The standard tests used to establish maximum dry density and field density should be ASTM D 1557-12 and ASTM D 6938-17, respectively, or other methods acceptable to the geotechnical engineer and jurisdiction. Site Preparation 1. The ground surface in the foundation area or foundation area should be prepared for construction by removing the existing flatwork, debris, vegetation and other deleterious materials. Existing utility lines that will not remain in service should be either removed or abandoned. The appropriate method of abandonment will depend upon the type and depth of the utility. Recommendations for abandonment can be made as necessary. 2. Voids created by the removal of materials or utilities described above should be called to the attention of the geotechnical engineer. No fill should be placed unless the underlying soil has been observed by the geotechnical engineer. Grading Foundation Areas 1. Following site preparation, soils within the foundation areas should be removed to a level plane at a minimum depth of the planned bottom-of-footing elevation. The exposed surfaces should then be scarified, moisture conditioned and recompacted. Pedestrian Flatwork Areas 2. The soil in the exterior pedestrian flatwork areas should be overexcavated to a minimum depth of 2 foot below planned finished surface elevation. The soil surface exposed by overexcavation should be scarified, moisture conditioned, and recompacted. Imported non-expansive soil should then be placed in compacted lifts to subgrade elevation. Once subgrade is established and compacted, the placement, moisture conditioning, and compaction of aggregate base and any non-expansive soil can proceed. Non-expansive material is described below in paragraph 3. Page 327 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 7 2209-067.SER 3. Non-expansive soils are defined as falling into the GP, GW, GM, GC, SM, SC, SP, or SW categories (ASTM D 2487-17) and having an expansion index of 10 or less (ASTM D 4829- 19). Imported non-expansive soils used in the flatwork areas should have strength qualities equal to or better than the site soils. All proposed imported fill should be approved by the geotechnical engineer before being transported to the site and periodically during construction. Grading – General 4. In the remainder of the grading area, prior to placement of fill or filling excavations to grade, the existing or excavated soil surfaces should be scarified, moisture conditioned, and recompacted. 5. Voids created by dislodging rocks and/or debris during scarification should be backfilled and compacted, and the dislodged materials should be removed from the work area. 6. All materials used as fill should be cleaned of all debris and any rocks larger than 6 inches in maximum dimension. When fill material includes rocks, the rocks should be placed in a sufficient soil matrix to ensure that voids caused by nesting of the rocks will not occur and that the fill can be properly compacted. 7. If the soils become unstable, or if the recommended compaction cannot be readily achieved, drying the soil to just above optimum moisture content may be necessary. Placement of gravel layers or geotextiles may also be necessary to help stabilize unstable soils. If such conditions are found, the geotechnical engineer should be contacted to assist the contractor in selecting appropriate measures for stabilization of unstable soils. 8. The recommended soil moisture content should be maintained during construction and throughout the life of the project. Failure to maintain the soil moisture content can result in cracks and disturbance, which are an indication of degradation of the soil compaction. If cracks are allowed to develop, or if soils near improvements such as foundations, flatwork, pavement, curbs, etc. are otherwise disturbed, damage to those improvements may result. Soils that have been or are otherwise disturbed should be removed, moisture conditioned, and compacted. Page 328 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 8 2209-067.SER Foundations Playground and Miscellaneous Structures 1. Conventional shallow continuous and spread footings may be used to support the proposed playground structures, picnic benches and tables. The footing excavations should be constructed with minimum depths of 18 inches below the lowest adjacent firm soil grade. Footing excavations should be cut neat and horizontal. 2. Continuous footings should be reinforced as required by the architect/engineer; minimum reinforcement should consist of one No. 4 rebar top and bottom. Spread footings should be reinforced in accordance with the requirements of the architect/engineer. 3. Footings bearing into native soils may be designed using maximum allowable bearing capacities of 1,000 psf for dead loads and 1,500 psf for dead plus live loads. Using these criteria, maximum settlement is expected to be less than 1 inch. Shade, Signage, and Fencing Structures 4. Conventional shallow continuous and spread footings may be used to support the proposed shade structure, park entrance signage, and decorative fencing. The footing excavations should be constructed with minimum depths of 3 feet below the lowest adjacent firm soil grade. Footing excavations should be cut neat and horizontal. 5. Continuous footings should be reinforced as required by the architect/engineer; minimum reinforcement should consist of one No. 4 rebar top and bottom. Spread footings should be reinforced in accordance with the requirements of the architect/engineer. 6. Footings bearing into native soils may be designed using maximum allowable bearing capacities of 1,500 psf for dead loads and 2,000 psf for dead plus live loads. Using these criteria, maximum settlement and differential settlement are expected to be less than 1 inch over a horizontal distance of 25 feet. General Foundations 7. In calculating resistance to lateral loads, a passive equivalent fluid pressure of 150 pcf in the soil may be used. Coefficient of friction for soil of 0.3 may also be utilized. Lateral capacity is based on the assumption that the soil adjacent to the foundation is undisturbed. In the case of foundations adjacent to native soils, the upper 1 foot and 2 Page 329 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 9 2209-067.SER foot should be neglected in the design of the playground/miscellaneous structures and the shade/signage/fencing structures, respectively. Allowable bearing capacities may be increased by one-third when transient loads such as wind or seismicity are included. 8. The seismic acceleration site parameters included in the table below have been provided to the design team for use in its analyses. The 2010 ASCE 7 method with 2013 updates, available on the Structural Engineers Association of California website (SEAOC 2021), was used to obtain the parameters. The project was considered to be a “nonessential” facility from the perspective of risk category as described by the CBC. The site coordinates stated in the “Introduction and Site Setting” section were used in the analysis. Based upon the subsurface conditions encountered during our investigation, the site should be classified as Site Class D (Stiff Soil). Foundations may be designed using the following 2019 CBC seismic parameters. SEISMIC ACCELERATION SITE PARAMETERS Mapped Spectral Response Accelerations Site Coefficients for Site Class D Adjusted MCE Spectral Response Accelerations for Site Class D Design Spectral Response Accelerations for Site Class D Seismic Parameter Value (g) Site Coefficient Value Seismic Parameter Value (g) Seismic Parameter Value (g) SS 1.056 Fa 1.08 SMS 1.138 SDS 0.759 S1 0.390 Fv 1.91 SM1 0.745 SD1 0.497 Peak Mean Ground Acceleration (PGAm) : 0.53 g Seismic Design Category: D 9. Foundation excavations should be observed by the geotechnical engineer prior to placement of reinforcing steel. Soils in foundation excavations should be moistened to optimum moisture content, or just above, and no desiccation cracks should be present prior to concrete placement. Exterior Pedestrian Flatwork 1. PCC pedestrian flatwork should have a minimum thickness of 4 full inches. Reinforcement size, placement, and dowels should be as directed by the architect/engineer; minimum pedestrian flatwork reinforcement should consist of No. 3 rebar placed at 24 inches on- center each way. Page 330 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 10 2209-067.SER 2. Where maintaining the elevation of the pedestrian flatwork is critical, the flatwork should be doweled to the perimeter of adjacent improvements, at a minimum, by No. 3 dowels lapped to the flatwork rebar. In other areas, the flatwork may be doweled to the foundation or the flatwork may be allowed to “float free,” at the discretion of the architect/engineer. Flatwork that is intended to float free should be separated from foundations or other improvements by a felt joint or other means. 3. In addition to the placement of non-expansive material in the pedestrian flatwork areas as described in the “Grading” section, another measure that can be taken to reduce the risk of movement of flatwork due to expansive soils is to provide thickened edges or grade beams around the perimeters of the flatwork. The thickened edges or grade beams could be from 12 to 27 inches deep, with the deeper edges or grade beams providing better protection. At a minimum, the thickened edge or grade beam should be reinforced by two No. 5 rebar, one at the top and one at the bottom. The use of thickened edges or grade beams is left to the discretion of the city and/or architect/engineer. 4. To reduce shrinkage cracks in concrete, the concrete aggregates should be of appropriate size and proportion, the water/cement ratio should be low, the concrete should be properly placed and finished, contraction joints should be installed, and the concrete should be properly cured. Concrete materials, placement, and curing specifications should be at the direction of the architect/engineer; ACI 302.1R-15 is suggested as a resource for the architect/engineer in preparing such specifications. Drainage and Maintenance 1. Unpaved ground surfaces should be graded during construction and, per Section 1804.3 of the CBC, finish graded to direct surface runoff away from foundations, slopes, and other improvements at a minimum 5 percent grade for a minimum distance of 10 feet. If this is not feasible due to the terrain, property lines, or other factors, swales with improved surfaces, area drains, or other drainage features should be provided to divert drainage away from these areas. 2. All eaves of the canopy should be fitted with roof gutters. Runoff from flatwork, roof gutters, downspouts, planter drains, area drains, etc. should discharge in a nonerosive manner away from foundations and other improvements in accordance with the requirements of the governing agencies. Erosion protection should be placed at all Page 331 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 11 2209-067.SER discharge points unless the discharge is to an improved surface. 3. If soils are disturbed during construction, stabilization of soils by vegetation or other means, during and following construction, is essential to reduce erosion damage. Care should be taken to establish and maintain vegetation. The landscaping should be planned and installed to maintain the surface drainage recommended above. Surface drainage should also be maintained during construction. 4. Maintenance of drainage and other improvements is critical to the long-term stability of the site and the integrity of the structures. Site improvements should be maintained on a regular basis. 5. Finished flatwork surfaces should be sloped to freely drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to exterior pedestrian flatwork, or other improvements as it could infiltrate into the sand/aggregate base or subgrade, causing premature deterioration of flatwork or other improvements. 6. All exterior drains and drain outlets should be maintained to be free-flowing. Care should be taken to establish and maintain vegetation. Vegetation and erosion matting (if utilized) should be maintained or augmented as needed. Irrigation systems should be maintained so that soils around structures are maintained at a relatively uniform year-round moisture content and are neither over-watered nor allowed to dry and desiccate. 7. To reduce the potential for disruption of drainage patterns and undermining of structures, fill areas, etc., all rodent activity should be aggressively controlled. Observation and Testing 1. It must be recognized that the recommendations contained in this report are based on a limited number of borings and rely on continuity of the subsurface conditions encountered. Therefore, the geotechnical engineer should be retained to provide consultation during the design phase, to review plans as they near completion, to interpret this report during construction, and to provide construction monitoring in the form of testing and observation. 2. At a minimum, the geotechnical engineer should be retained to provide: • Oversight of soil special inspection Page 332 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 12 2209-067.SER 3. Special inspection of grading and backfill should be provided as per Section 1705.6 and Table 1705.6 of the 2019 CBC. The special inspector should be under the direction of the geotechnical engineer. It is our opinion that none of the grading construction is of a nature that should warrant continuous special inspection; periodic special inspection should suffice. Subject to approval by the Building Official, the exception to continuous special inspection is described in Section 1704.2 of the 2019 CBC and should be specified by the architect/engineer and periodic special inspection of the following items should be provided by the special inspector. • Conventional foundation excavations 4. A program of quality assurance should be developed prior to beginning construction. At a minimum, the program should include all geotechnical items shown on the testing and inspection schedule of the approved plans. It should also include any additional inspection items required by the engineer and/or the governing jurisdiction. These items should be discussed at a preconstruction site meeting among a representative of the owner, the geotechnical engineer, special inspector, the project inspector, the engineer, and contractors. The geotechnical engineer should be notified at least 48 hours prior to beginning grading operations. 5. Locations and frequency of compaction tests should be per the recommendation of the geotechnical engineer at the time of construction. The recommended test location and frequency may be subject to modification by the geotechnical engineer, based upon soil and moisture conditions encountered, size and type of equipment used by the contractor, the general trend of the results of compaction tests, or other factors. 6. A preconstruction conference among the owner, the geotechnical engineer, the governing agency, the special inspector, the project inspector, the architect/engineer, and contractors is recommended to discuss planned construction procedures and quality control requirements. 7. The geotechnical engineer should be notified at least 48 hours prior to beginning construction operations. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom. Page 333 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 13 2209-067.SER 7.0 CLOSURE Our intent was to perform the investigation in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the locality of this project under similar conditions. No representation, warranty, or guarantee is either expressed or implied. This report is intended for the exclusive use by the client as discussed in the “Scope of Services” Section. Application beyond the stated intent is strictly at the user's risk. This report is valid for conditions as they exist at this time for the type of project described herein. The conclusions and recommendations contained in this report could be rendered invalid, either in whole or in part, due to changes in building codes, regulations, standards of geotechnical or construction practice, changes in physical conditions, or the broadening of knowledge. If changes with respect to the project become necessary, if items not addressed in this report are incorporated into plans, or if any of the assumptions used in the preparation of this report are not correct, this firm shall be notified for modifications to this report. Any items not specifically addressed in this report should comply with the CBC of other applicable standards, and the requirements of the governing jurisdiction. The recommendations presented in this geotechnical report are based upon the geotechnical conditions encountered at the site and may be augmented by additional requirements of the client, or by additional recommendations provided by the geotechnical engineer based on peer or jurisdiction reviews, or conditions exposed at the time of construction. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom. This document, the data, conclusions, and recommendations contained herein are the property of Earth Systems Pacific. This report shall be used in its entirety, with no individual sections reproduced or used out of context. Copies may be made only by Earth Systems Pacific, the client, and the client’s authorized agents for use exclusively on the subject project. Any other use is subject to federal copyright laws and the written approval of Earth Systems Pacific. Thank you for this opportunity to have been of service. If you have any questions, please feel free to contact this office at your convenience. End of Text. Page 334 of 489 City of San Luis Obispo North Broad Street Park October 4, 2022 San Luis Obispo, California 305559-001 14 2209-067.SER TECHNICAL REFERENCES ACI (American Concrete Institute). 2019. “Building Code Requirements for Structural Concrete.” Document 318. ACI (American Concrete Institute). 2015. "Guide for Concrete Floor and Slab Construction." Document 302.1R.15. ASCE (American Society of Civil Engineers). 2017. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-16, ASCE. California Building Code. 2019. California Code of Regulations, Title 24, Part 2. Google Earth. 2021. Google Earth [website], retrieved from: http://www.google.com/earth/index.html San Luis Obispo, County of. 2021. Department of Planning and Building, Land Use View, interactive web, https://www.slocounty.ca.gov/Departments/Planning- Building/Information-Systems/Services/Land-Use-View.aspx. SEAOC (Structural Engineers Association of California). 2022. “Seismic Design Map Tool.” Retrieved from: https://seismicmaps.org/ Page 335 of 489 APPENDIX A Figure 1 - Site Vicinity Map Figure 2 - Exploration Location Map Boring Log Legend Boring Log Page 336 of 489 NOT TO SCALE4378 Old Santa Fe Road, San Luis Obispo, CA 93401www.earthsystems.com(805) 544-3276 Fax (805) 544-1786DateSeptember 2022Project No.305559-001Figure 1SITE VICINITY MAPNorth Broad Street Park533 Broad StreetSan Luis Obispo, CaliforniaNOT TO SCALEBASE MAP PROVIDED BY: Google Earth (2022)SITEPage 337 of 489 NOT TO SCALE4378 Old Santa Fe Road, San Luis Obispo, CA 93401www.earthsystems.com(805) 544-3276 Fax (805) 544-1786DateSeptember 2022Project No.305559-001Figure 2EXPLORATION LOCATION MAPNorth Broad Street Park533 Broad StreetSan Luis Obispo, CaliforniaBASE MAP PROVIDED BY: Google Earth (2022)LEGENDBoring Location (Approx.)Boring Location (Approx.)B2B1B2Page 338 of 489 drafting/masters/Boring Log Legend 062719.dwgUNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487) OBSERVED MOISTURE CONDITION DRY SLIGHTLY MOIST MOIST VERY MOIST WET (SATURATED) TYPICAL BEDROCK HARDNESS TYPICAL BEDROCK WEATHERING GRAIN SIZES CONSISTENCY Page 339 of 489 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION Earth Systems Pacific LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling. Subsurface conditions may differ at other locations and times. AUGER TYPE:4" Solid Stem DRILL RIG: SIMCO EP200 with Automatic Hammer LOGGED BY: S. Venable SANDY FAT CLAY: light brown,medium stiff, slightly moist, trace gravel (Alluvium) 5.0 - 6.5 10.0 - 11.5 15.0 - 16.5 3 2 5 11 6 13 8 5 9 End of Boring @ 16.5' No subsurface water encountered PAGE 1 OF 1 Boring No. 1 JOB NO.: 305559-001 DATE: 08/17/2022 0.0 - 5.0 North Broad Street Park 533 Broad Street San Luis Obispo, California CH very dark brown, stiff, moist dark olive brown with gray mottling SANDY LEAN CLAY: very dark grayish brown, medium stiff, very moist 17.293.3 39.179.9 CL Page 340 of 489 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION Earth Systems Pacific LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling. Subsurface conditions may differ at other locations and times. AUGER TYPE:4" Solid Stem DRILL RIG: SIMCO EP200 with Automatic Hammer LOGGED BY: S. Venable SANDY FAT CLAY: brown, medium stiff, slightly moist (Alluvium) 5.0 - 6.5 10.0 - 11.5 9 6 14 14 8 20 End of Boring @ 11.5' No subsurface water encountered PAGE 1 OF 1 Boring No. 2 JOB NO.: 305559-001 DATE: 08/17/2022 North Broad Street Park 533 Broad Street San Luis Obispo, California CH very dark brown with orange mottling, very stiff, moist dark olive brown, stiff 17.5103.0 Page 341 of 489 APPENDIX B Laboratory Test Results Page 342 of 489 City of SLO 305559-001 North Broad Street Park BULK DENSITY TEST RESULTS ASTM D 2937-17 (modified for ring liners) September 8, 2022 BORING DEPTH MOISTURE WET DRY NO.feet CONTENT, % DENSITY, pcf DENSITY, pcf 1 6.0 - 6.5 17.2 109.4 93.3 1 16.0 - 16.5 39.1 111.1 79.9 2 6.0 - 6.5 17.5 121.1 103.0 EXPANSION INDEX TEST RESULTS ASTM D 4829-19 BORING DEPTH EXPANSION NO.feet INDEX 1 0.0 - 5.0 158 Page 343 of 489 City of SLO 305559-001 North Broad Street Park MOISTURE-DENSITY COMPACTION TEST ASTM D 1557-12 (Modified) PROCEDURE USED: B September 8, 2022 PREPARATION METHOD: Moist Boring #1 @ 0.0 - 5.0' RAMMER TYPE: Mechanical Light Brown Sandy Fat Clay (CH) SPECIFIC GRAVITY: 2.70 (assumed) SIEVE DATA:MAXIMUM DRY DENSITY: 116.7 pcf Sieve Size % Retained (Cumulative)OPTIMUM MOISTURE: 12.9% 3/4"0 3/8"3 ENTER OVERSIZE CORRECTION DATA #4 11 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25DRY DENSITY, pcfMOISTURE CONTENT, percent Compaction Curve Zero Air Voids Curve Page 344 of 489 City of SLO 305559-001 North Broad Street Park DIRECT SHEAR ASTM D 3080/D3080M-11 (modified for consolidated, undrained conditions) September 8, 2022 Boring #1 @ 6.0 - 6.5'INITIAL DRY DENSITY: 97.7 pcf Sandy Fat Clay (CH)INITIAL MOISTURE CONTENT: 17.2 % Ring sample, saturated PEAK SHEAR ANGLE (Ø): 41° COHESION (C): 919 psf 0 500 1,000 1,500 2,000 2,500 3,000 0 500 1,000 1,500 2,000 2,500SHEAR STRESS, psfNORMAL STRESS, psf SHEAR vs. NORMAL STRESS Page 345 of 489 City of SLO 305559-001 North Broad Street Park DIRECT SHEAR continued ASTM D 3080/D3080M-11 (modified for consolidated, undrained conditions) Boring #1 @ 6.0 - 6.5'September 8, 2022 Sandy Fat Clay (CH) Ring sample, saturated SPECIFIC GRAVITY: 2.70 (assumed) SAMPLE NO.:1 2 3 AVERAGE INITIAL WATER CONTENT, %17.2 17.2 17.2 17.2 DRY DENSITY, pcf 95.3 98.2 99.5 97.7 SATURATION, %60.4 64.9 67.1 64.1 VOID RATIO 0.768 0.716 0.693 0.726 DIAMETER, inches 2.410 2.410 2.410 HEIGHT, inches 1.00 1.00 1.00 AT TEST WATER CONTENT, %32.7 30.0 29.3 DRY DENSITY, pcf 99.0 107.5 110.2 SATURATION, %100.0 100.0 100.0 VOID RATIO 0.701 0.567 0.528 HEIGHT, inches 0.96 0.91 0.90 0 500 1,000 1,500 2,000 2,500 3,000 0.00 0.05 0.10 0.15 0.20 0.25SHEAR STRESS, psfHORIZONTAL DEFORMATION, inches 486 psf 971 psf 1,942 psf Page 346 of 489 City of SLO 305559-001 North Broad Street Park CONSOLIDATION TEST ASTM D 2435/D2435M-11(2020) September 8, 2022 Boring #1 @ 16.0 - 16.5'DRY DENSITY: 81.2 pcf Sandy Lean Clay (CL)MOISTURE CONTENT: 39.1% Ring Sample SPECIFIC GRAVITY: 2.70 (assumed) INITIAL VOID RATIO: 1.075 VOID RATIO vs. NORMAL PRESSURE DIAGRAM calculated initial void ratio 0.600 0.650 0.700 0.750 0.800 0.850 0.900 0.950 1.000 1.050 1.100 0.1 1 10 100 V O I D R A T I O VERTICAL EFFECTIVE STRESS, ksf Saturated Page 347 of 489 APPENDIX APPENDIX 6 APPENDIX E – CALTRANS ENCROACHMENT PERMIT Page 348 of 489 APPENDIX APPENDIX 7 APPENDIX F – COLUMBIA CASCADE / TIMBERFORM AND SHADE-N-NET SPECIFICATIONS, AND CUT SHEETS, AND INSTALLATION GUIDE Page 349 of 489 APPENDIX APPENDIX 8 APPENDIX G – FIBAR ENGINEERED WOOD FIBER (EWF) – SYSTEM 300 PRODUCT SPECIFICATION Page 350 of 489 Fibar® Engineered Wood Fiber- System 300 Product Specification Part I – General Information To download specifications and drawings in CAD format, go to http://microsite.caddetails.com/312 Quality Control, Applicable Testing Certifications and Sustainability IPEMA Certification – www.ipema.org o IPEMA provides a Third Party Certification Service where an independent laboratory provides written validation of a participants’ certification of conformance to certain safety standards for their products. o These certifications include ASTM F1292-18 and ASTM F2075-20. o The Third Party Certification Service has randomly selected and tested some of the products of the participating company. o The Third Party Certification Service has performed a plant and/or home office inspection, involving a review of the participants’ Quality Assurance Program, installation instructions, and compliant follow up systems. o The list of IPEMA certified products is maintained exclusively by TUV Laboratory. ASTM F1292 o Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. o Test results must be for Engineered Wood Fiber. o Test results for Engineered Wood Fiber must show G-max values of less than 200G for a 12” system with a 12’ drop height, and HIC values less than 1,000. o Test results for mats must show G-max values of less than 200G and HIC values of less than 1,000 for a 3’ drop height. ASTM F1951 o Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment. o Must meet the intent of the Americans with Disabilities Act (ADA). ASTM F2075 o Standard Specification for Engineered Wood Fiber for Use as a Playground Safety Surface Under and Around Playground Equipment. o Material must undergo the test method described in Section 9.0 to determine the presence of tramp metal particles. Metal particles embedded or mixed in Engineered Wood Fiber may cause injury if a child were to fall on/or come in contact with them. The limit for tramp metal was set to reduce the potential of injury. o Standard wood chips, bark mulch or materials from recycled pallets will not be acceptable. LEED® Credits o Products assist in obtaining LEED® (Leadership in Energy and Environmental Design) credits for projects. o Sustainability Analysis performed by a LEED Green Associate. o Recycled Content, Regional Materials, and Construction Waste Management, along with others, are available for use in LEED project certification. Part II – Material Data Engineered Wood Fiber o Shredded wood fiber consisting of randomly sized pieces. Virgin wood fiber. Must not contain recycled ground pallets. The particles generally are ten (10) times longer than they are wide and frequently have whiskery strands on all faces of the fiber. Hardly any two fibers are identical in all dimensions and appearance. The species of woods that are used are comprised of, but are not limited to; White Oak, Red Oak, Maple, Ash, Douglas Fir, Lodge Pole Pine, Cedar, Yellow Pine, or Poplar. Contains no more than 15% fines to aid in compaction. Drainage System – Patented under U.S. Patent numbers 4,679,963; 5,026,207 and 5,076,726, and other patents pending. o FibarDrain Drainage matrix that channels water away from playground. Minimum flow rate of 10 gpm/ft. Needle-punched 100% non-woven geotextile sleeve encasing a monofilament nylon mesh. Laid out on 6’-0 centers in the direction of the grade. Page 351 of 489 Prevents deterioration of Fibar Engineered Wood Fiber. o FibarFelt Needle-punched 100% non-woven geotextile fabric that separates the Engineered Wood Fiber from soil below. Material allows water to flow through, and prevents rock and soil contamination of the Engineered Wood Fiber. Designed to cover the sub-grade and drainage matrix to ensure proper drainage. Seams should be overlapped 3”. Accessory Items o FibarMat 3’ x 3’ x 1.5” with beveled edges (ADA compliant) on all sides. Placed under each swing seat, tire swing, slide exit, and sliding poles. Prevents excessive wear under swings and slides. Recommended to be placed on top of the Engineered Wood Fiber. o ADA Wheelchair Access Ramp Crafted from High-Density Polyethylene. Won’t fade, splinter or crack. Wide enough for motorized wheelchairs. o FibarGuard Borders Crafted from High-Density Polyethylene. Won’t fade, splinter or crack. Rounded corners prevent injury. Four feet long and 12” high. Part III – Site Preparation and System 300 -Installation PLEASE NOTE: In accordance with standard design and construction practices, The Fibar Group LLC and its Representatives recommend using the services of a certified engineer, architect, or landscape architect who is familiar with local soil and climate conditions to evaluate and interpret any information provided by The Fibar Group LLC and its Representatives. The Fibar Group LLC assumes no responsibility for determining the size of the playground or the safety zone between the equipment and the border. Installer must thoroughly examine the site and specifications, carefully checking the dimensions before starting work. All instructions are subject to equipment manufacturers’ installation specifications and in accordance with the licensing requirements of The Fibar Group, LLC, these specifications, and conformance with the dimensions, notes and details shown on the plans. In-Ground Installation (Exiting at Grade Level) o Excavate area to proper depth, based on Critical Fall Height. o Minimum 1% downward grade to ensure proper drainage to FibarDrain Strip. o On grades of greater than 10% - use of FibarSystems is not recommended. o Remove all roots, stones, and vegetation. o Accurately grade and firmly compact entire area, especially where fill materials have been utilized. o Excavate trench 2” wide x 6” deep, perpendicular to grade at lowest point of playground area. o Install FibarDrain and connect low end of strip to storm drain or similar device to remove collected water. o Install playground equipment. o Install retaining border or curb. o Install FibarDrain strips at 6’ centers in direction of grade. o Cover sub-grade and drainage trench with FibarFelt. Allowing 3” overlap at all seams. Slit to fit around footings of equipment. Overlap all slits with either next piece of FibarFelt or scrap piece, to ensure complete coverage. o Permanently mark, with paint or other type of permanent marker, all the legs of the playground equipment with the compacted system design depth. o Spread Fibar® Wood Fiber using a Bobcat, small front-end loader or our Express Blower Trucks. Care should be taken when driving over FibarDrain. Do not make sharp turns on FibarFelt or FibarDrain. o Install all materials delivered. Additional materials are supplied to account for natural compaction. Feather edges to make smooth transition to grade or border. o Install FibarMat wear on top of the Fibar EWF. o Hand-rake for a smooth & level finished surface. Natural compaction will occur over time and is dependent on the amount of playground use and environmental conditions. To accelerate the compaction process, Fibar Engineered Wood Fiber can be mechanically compacted at an additional cost. The Fibar can be compacted in the accessible route to the equipment or the entire surface area. To mechanically compact the Fibar, install in 5” lifts using a plate compactor or other Page 352 of 489 mechanical device. Change direction 90 degrees between each layer. Optional: Wet the surface before compacting. Repeat these steps until the desired level finished thickness is achieved. This accelerated compaction method, without wetting the surface, was used in the laboratory for the ASTM F1951 test procedure. o After 2 weeks, surface should be raked and leveled. Continue to rake the surface level as needed. o Consumer Product Safety Commission (CPSC) and ASTM recommends Use Zones of at least 6 feet around all equipment, except: Swings – Use zone equal to 2 times the height of top rail is needed in front and behind swings. Slides – Use zone equal to height of slide plus 4 feet, extending a minimum of 6 feet, in front of slide exits. o Complete information on use zones can be found at CPSC and ASTM. Above-Ground Installation (Exiting at Border or Curb Level) o Minimum 1% downward grade to ensure proper drainage to FibarDrain Strip. FibarDrain Strip should be installed so that it discharges outside of playground borders. o On grades of greater than 10% - use of FibarSystems is not recommended. o Remove all roots, stones, and vegetation. o Accurately grade and firmly compact entire area, especially where fill materials have been utilized. o Install playground equipment. o Install retaining border or curb. o Install FibarDrain strips at 6’ centers in direction of grade. o Cover sub-grade and drainage trench with FibarFelt. Allowing 3” overlap at all seams. Slit to fit around footings of equipment. Overlap all slits with either next piece of FibarFelt or scrap piece, to ensure complete coverage. o Permanently mark, with paint or other type of permanent marker, all the legs of the playground equipment with the compacted system design depth o Spread Fibar® Wood Fiber using a Bobcat, small front-end loader or our Express Blower Trucks. Care should be taken when driving over FibarDrain. Do not make sharp turns on FibarFelt or FibarDrain. o Install all materials delivered. Additional materials are supplied to account for natural compaction. Feather edges to make smooth transition to grade or border. o Install FibarMat wear on top of the Fibar EWF. o Hand-rake for a smooth & level finished surface. Natural compaction will occur over time and is dependent on the amount of playground use and environmental conditions. To accelerate the compaction process, Fibar Engineered Wood Fiber can be mechanically compacted at an additional cost. The Fibar can be compacted in the accessible route to the equipment or the entire surface area. To mechanically compact the Fibar, install in 5” lifts using a plate compactor or other mechanical device. Change direction 90 degrees between each layer. Optional: Wet the surface before compacting. Repeat these steps until the desired level finished thickness is achieved. This accelerated compaction method, without wetting the surface, was used in the laboratory for the ASTM F1951 test procedure o After 2 weeks, surface should be raked and leveled. Continue to rake the surface level as needed. o Consumer Product Safety Commission (CPSC) and ASTM recommends Use Zones of at least 6 feet around all equipment, except: Swings – Use zone equal to 2 times the height of top rail is needed in front and behind swings. Slides – Use zone equal to height of slide plus 4 feet, extending a minimum of 6 feet, in front of slide exits. o Complete information on use zones can be found at CPSC and ASTM. Part IV – Warranty & Insurance Manufacturer’s Limited Warranty o The Fibar Group, LLC provides a written 25-year warranty against loss of resiliency for the Fibar System 300. o The Fibar Group, LLC provides a written lifetime warranty on the FibarFelt geotextile fabric material. o The Fibar Group, LLC provides a written lifetime warranty on the FibarDrain drainage matrix. o The Fibar Group, LLC provides a written 3-year warranty on the FibarMat wear pads. Product Liability Insurance Certificate with project owner named as certificate holder. Page 353 of 489 o The Fibar Group, LLC is a member of IPEMA, the International Play Equipment Manufacturers Association. IPEMA is a member-driven organization whose mission is to assist in providing creative, fun, and safe play environments for children. Part V – Memberships & Certifications Memberships o The Fibar Group, LLC is a member of IPEMA, the International Play Equipment Manufacturers Association. IPEMA is a member-driven organization whose mission is to assist in providing creative, fun, and safe play environments for children. Certificate of Compliance Part VI – Details & Drawings Page 354 of 489 Part VII- Other Information The Fibar Group, LLC 80 Business Park Drive, Suite 300 Armonk NY 10504 800‐342‐2721 info@fibar.com www.fibar.com Page 355 of 489 Page 356 of 489 R ______ RESOLUTION NO. _____ (2023 SERIES) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS OBISPO, CALIFORNIA, AUTHORIZING USE OF CAPITAL PROJECTS RESERVE FUND TO SUPPORT NORTH BROAD STREET NEIGHBORHOOD PARK SPECIFICATION NUMBER 91683 WHEREAS, in June of 2018, City Council approved the 2017-19 Financial Plan Supplement 2018-19 Adopted Budget, which identified the North Broad Street Neighborhood Park (Project) with the budget of $75,000 to support design efforts; and WHEREAS, in June of 2019, City Council approved the 2019-21 Financial Plan – Capital Improvement Program, which identified the Project with the budget of $665,000 to support design and construction efforts; and WHEREAS, in January of 2020, the City Manager approved a budget transfer of $43,000 from the Parkland Development Fund Undesignated Capital account to the North Broad Street Neighborhood Park project account to support the environmental review process; and WHEREAS, in June of 2021, City Council approved the 2021-23 Financial Plan – Capital Improvement Program, which identified the Project with additional budget of $175,000 to support implementation of the work; and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending City Council approve the use of an additional $200,000 from the Capital Projects Reserve Fund; and WHEREAS, a balance of $1,918,708 available from the Capital Projects Reserve Fund; and WHEREAS, there is a concurrent Capital Reserve Fund request of $1.5 Million for the San Luis Obispo Creek Repair Project, subject to Council approval. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: Page 357 of 489 Resolution No. _____ (2023 Series) Page 2 R ______ SECTION 1. The City Council authorizes staff to transfer $200,000 from the Capital Projects Reserve Fund to the North Broad Street Neighborhood Park project account 91683. Upon motion of _______________________, seconded by _______________________, and on the following roll call vote: AYES: NOES: ABSENT: The foregoing resolution was adopted this _____ day of _____________________ 2023. ___________________________ Mayor Erica A. Stewart ATTEST: __________________________ Teresa Purrington City Clerk APPROVED AS TO FORM: __________________________ J. Christine Dietrick City Attorney IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ______________________. ___________________________ Teresa Purrington City Clerk Page 358 of 489