Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6732
Docusign Envelope ID: BEB5A99E-3457-4E22-A27E-FE6832EE1355 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 03 PROJECT NAME: HADDON PARK RENOVATION PROJECT NO: 59167 CONTRACTOR: Nisqually Construction, Inc. ORIGINAL CONTRACT AMOUNT: $775,237.01 DAYS: 60 PREVIOUSLY APPROVED $21 ,252.53 DAYS: 0 CHANGES: THIS CHANGE: $12,404.45 DAYS: 0 REVISED CONTRACT AMOUNT: $808,893.99 DAYS: 0 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME N a N¢ AMOUNT AMOUNT EXTENSION o a o (Da o ($) ($) (DAYS:) tea? tea? X Pinnacle Picnic Shelter material increase and cr. 4,353.32 0 X RFI 003 Sales Tax ($327.65) X RFI 016 Parking lot grading 2337.58 X RFI 010 Manhole Sewer drop 4303.08 NET CHANGE IN CONTRACT AMOUNT 10,993.98 INCREASE OR (DECREASE) ESTIMATED SALES TAX AT CURRENT RATE 9.2% 1,410.47 TOTAL INCLUDING SALES TAX 12,404.45 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. Docusign Envelope ID: BEB5A99E-3457-4E22-A27E-FE6832EE1355 CONTRACT CHANGE ORDER NO: 03 PROJECT NAME: HADDON PARK RENOVATION This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. NISQUALLY CONSTRUCTION, INC. DocuSigned by: Approved: ut S DATE: 12/3/2024 29.2ZEf.Ea.FS24.B2 PROJECT MANAGER Recommended: DATE: DIVISION MANAGER Council action is required as project cost will exceed approved budget. El No Council action is required as change exceeds Mayors authority per BMC 2.76.110. El No Recommended: DATE: DIRECTOR OF PARKS AND RECREATION Signed by: 1 bay 12/3/2024 Recommended: DATE: 37OBBIIGO84B-7-4-4-7... MAYOR Signed by: JA,e,e2s 41,„,a€A, 12/3/2024 Approved: DATE: B,/1F 6095E8EZLZB.. APPROVED AS TO FORM: ATTEST: Signed by: Signed by: ittykal, rapt Novux �i2ACB B04Q32. Z4 U t 4 41 KYLIE. J. FINNELL, Bremerton City Attorney ANGELM 'Oo\1ER, City Clerk R:\Legal\Legal\Forms\FORMS ON COBWEB\Change Order Rev.05 2022.docx Page 2 of 2 Change Order-03 Rev. 05/2022 Docusign Envelope ID: BEB5A99E-3457-4E22-A27E-FE6832EE1355 NISQUALLY CONSTRUCTION SERVICES,LLC PROJECT: Haddon Park Renovation Work: RFI a20-invert&Rim Elevation DATE: 11/25/2024 (Manhole Sewer Drop) QTY Unit Unit Price Material Hours Labor Labor Subcontractor Equipment Equipment Extension Other Sub Total hem Description Rates Rate 1 Laborer Protect Manager 1.0 EA 1.0 $92.52 $ 92.52 92.52 Superintendent 1.0 EA 8.0 $96.96 $ 775.68 775.68 Operator Foreman 1.0 EA 8.0 $95.10 $ 760.80 760.80 Journeyman/Operator EA $91.72 $ - - Grade Engineer 1.0 EA 8.0 $91.72 $ 733.76 733.76 Labor Subtotal 2,362.76 25.0 WSDOT Labor Markup 29% 685.20 2 Equipment ' -I Backhoe 1.0 EA 1$ 44.63 $ - - BackhoeAttachment(Forks) 1.0 EA $ 4.69 $ - - Backhoe Attachment(Hoepack) 1.0 EA $ 5.63 $ - - BockhoeAttothment(Breaker) 1.0 EA $ 7.52 $ - - Excavator-135 1.0 EA $ 38.95 $ - - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - - Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - - Excavator-306 1.0 EA $ 30.59 $ - - Excavator Attachment(Hoepock) 1.0 EA $ 5.63 $ - - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - - Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - - WaterTrailer(sODGal) 1.0 EA $ 8.12 $ - - 5YDDumpTruck 1.0 EA $ 24.60 $ - - Tiller 1.0 EA $ 120.00 $ - - Diesel Plate Compactor 1.0 EA $ 10.08 $ - - Ford F250-Superintendent Truck 1.0 EA $ 12.00 $ - - Tool Truck-Foreman Truck 1.0 EA $ 25.00 $ - - I Equipment Subtotal - D.O WSDOT Equipment Markup 21% - 3 Materia,, = "B"SLOP BOWL 8"OUTLET 13-1/2"DX 22"W X 11-1/2" H BBDB RELO1IER/DURAN INC 1.0 EA $ 350.35 $ 350.35 $ 350.35 INSTALLATION KIT FOR WALL BRACKETS AND DROP BOWLS IRI VS"S 1"304SS BOLTS WASHERS AND LEAD ANCHORS ANC HB El ELI NEP'DVF.AN INC 2.0 EA $ 37.35 $ 74.70 $ 74.70 8"304SS VIALS BRACKET FOR SEWER PIPE SSS3S RECUNEP'DUP.AN INC 2.0 EA $ 137.54 $ 275.08 $ 275.08 8"BM SO ELBOW GASKETEL'FOR SPATE,OR DRAIN 1.0 EA $ 114.57 $ 114.57 $ 114.57 8"SDR35 3034 GAPE ETED P'JC SEw ER PIPE 1a'LENGTH 14.0 FT $ 9.96 $ 139.44 $ 139.44 8"Cl/PL COUPLING 105f-RA FERRICR 1.0 EA $ 24.19 $ 24.19 $ 24.19 50r JET SET COMPLETE REPAIR 2.0 EA $ 29.48 $ 58.96 $ 58.96 $ $ $ - $ - $ - $ - $ - $ - Material Subtotal $ 1,037.29 WSDOT Materials Markup 21% $ 217.83 4 SubcontractedWork . Subcontractor Subtotal $ - WSDOT Subcontractor Markup 12% $ - Direct Costs $ 4,303.08 Scope of Work 0.00% CONTINGENCY $ - .the tapes to to mime Prarrkela PrP,S Mae of lase n and r ee e@vat a-_ on aihnsan talked to rim Steinberg rrnWCOB Public Works&Militias who prav3xtl the We typeal auto,<La OtructuO.,,mfJx tlmp>tructuz deck.v.M1 f.in>t.Ir. 0.00% G&A $ - reetMa tloesele City mat to Pursue'. 0.00% Markup $ - see mac.Prop structure Meas.(efere nu. Subtotal1 $ 4,303.08 0.00% Additional Project Insurance $ - RFIRESPONSE:The City has requested and approved an Inside Drop Structure to be used.Please follow City of Bremerton Standard Detail 0.000% Additional Bond Cost $ - 6o03.Note that we have approval to use this method despite deviation from Note 3 of the detail. Subtotal 2 $ 4,303.08 I 9.20% Tax $ 395.88 TOTAL $ 4,698.96 NisqualllllllyyConssstt�rf`u�cton Services,LLC Signed by::try/Ciity/of Bremerton i' 11/2S/2024 1 •�l IMF L1 12/3/2024 Signature Date 3/11btibt*P' /... Date Weal Taylor-Project Manager-Construction Division Name&Title Name&Title Docusign Envelope ID: BEB5A99E-3457-4E22-A27E-FE6832EE1355 NISQUALLY CONSTRUCTION SERVICES, LLC PROJECT: Haddon Park Renovation Work: Picnic Shelter Lumber DATE: 11/22/2024 Labor Equipment QTY Unit Unit Price Material Hours Rates Labor Subcontractor Rate Equipment Extension Other Sub Total Item Description 1 Laborer Project Manager 1.0 EA 4.0 $ 92.52 $ 370.08 $ 370.08 Superintendent EA $ 96.96 $ - $ - Operator Foreman EA $ 95.10 $ - $ - Journeyman/Operator EA $ 91.72 $ - $ - Grade Engineer EA $ 91.72 $ - $ - Labor Subtotal $ 370.08 M 4.0 I WSDOT Labor Markup 29% $ 107.32 2 Equipment Backhoe 1.0 EA $ 44.63 $ - $ - Backhoe Attachment(Forks) 1.0 EA $ 4.69 $ - $ - Backhoe Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ - Backhoe Attachment(Breaker) 1.0 EA $ 7.52 $ - $ - Excavator-135 1.0 EA $ 38.95 $ - $ - ExcavatorAttachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - ExcavatorAttachment-GradingBucket 1.0 EA $ 4.56 $ - $ - Excavator-306 1.0 EA $ 30.59 $ - $ - ExcavatorAttachment(Hoepack) 1.0 EA $ 5.63 $ - $ - ExcavatorAttachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - ExcavatorAttachment-GradingBucket 1.0 EA $ 4.56 $ - $ - Water Trailer(500 Gal) 1.0 EA $ 8.12 $ - $ - 5YD Dump Truck 1.0 EA $ 24.60 $ - $ - Tiller 1.0 EA $ 120.00 $ - $Diesel Plate Compactor 1.0 EA $ 10.08 $ - $ - Ford F250-Superintendent Truck 1.0 EA $ 12.00 $ - $ - Tool Truck-Foreman Truck 1.0 EA $ 25.00 $ - $ - Equipment Subtotal $ - 0.0 WSDOT Equipment Markup 21% $ - 3 Materials _ Pinnacle Lumber $ - $ - 2x6 16'SELECT DEX DF T&G 120.0 EA $ 25.52 $ 3,062.40 $ 3,062.40 2X416'STK WR-CEDAR S1 S2E 7.0 EA $ 32.00 $ 224.00 $ 224.00 1X3 16'STK WR-CEDAR S1S2E 7.0 EA $ 12.00 $ 84.00 $ 84.00 2X2 8'STK W R-C EDAR S4S 14.0 EA $ 16.00 $ 224.00 $ 224.00 DELIVERY 1.0 LS $ 250.00 $ 250.00 $ 250.00 Material Subtotal $ 3,844.40 I WSDOT Materials Markup 21% $ 807.32 4 Credit Materials - 2x6 16'SELECT DEX DF T&G(CREDIT) 1.0 LS $ (775.81)1 $ (775.81) $ (775.81) Subcontractor Subtotal $ (775.81) ` WSDOT Subcontractor Markup gm - Direct Costs $ 5,129.13 Scope of Work 0.00% CONTINGENCY $ - - The City of Bremerton provided picnic shelter was purchased April,2022 and stored in their yard.Due to it being store for so long in the elements,the 0.00% G&A $ - lumber had back mold and rot.This pricing is for NCS to purchase the lumber needed for the picnic shelter. 0.00% Markup $ - Subtotal 1 $ 5,129.13 0.00% Additional Project Insurance $ - 0.000% Additional Bond Cost $ - Subtotal 2 $ (775.81) Subtotal3 $ 5,129.13 9.20% Tax $ 471.88 TOTAL $ 4,825.20 Nisqually Constructon Services, LLC City of Bremerton " -Signed by: Tim (J arty 12/3/2024 11/22/2024 �-1 0 68bU84U/44/_. Signature Date Signa{ur Date Micea!Taylor-Project Manager-Construction Division Name&Title Name&Title Docusign Envelope ID: BEB5A99E-3457-4E22-A27E-FE6832EE1355 NISQUALLY CONSTRUCTION SERVICES,LLC PROJECT: Haddon Park Renovation Work: RFI 993•Infiltration Trench DATE: 1D/2/2024 Labor I Equipment QTY Unit Unit Price Material Hours Labor Subcontractor Rate Equipment Extension Other Sub Total Item Description Rates 1 Laborer Project Manager 1.0 EA 1.0 $ 92.52 $ 92.52 $ 92.52 Superintendent 1.0 EA 2.0 $ 96.96 $ 193.92 $ 193.92 Operator Foreman 1.0 EA 2.0 $ 95.10 $ 190.20 $ 190.20 Journeyman/Operator 1.0 EA 2.0 $ 91.72 $ 183.44 $ 183.44 Grade Engineer 1.0 EA 2.0 $ 91.72 $ 183.44 $ 183.44 Labor Subtotal $ 843.52 9.0 WSDOT Labor Markup ,IM29% $ Ell Equipment s 'Backhoe 1.0 EA 5 44.63 $ - $ tackhoe Attachment Forks) 1.0 EA $ 4.69 $ - $ - eackhoe Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ - 6ackhoe Attachment(6reaker) 1.0 EA $ 7.52 $ - $ - Excavator-135 1.0 EA $ 38.95 $ - $ - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Excavator-306 1.0 EA TO $ 30.59 $ 61.18 $ 61.18 Excavator Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ ExcavatorAttachment-Tooth Bucket 1.0 EA 2.0 $ 4.56 $ 9.12 $ 9.12 Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ Water Trailer(500Gal) 1.0 EA $ 8.12 $ - $ - • 5YD Dump Truck 1.0 EA 2.0 $ 24.60 $ 49.20 $ 49.20 Tiller 1.0 EA $ 120.00 $ - $Diesel Plate Compactor 1.0 EA $ 10.08 $ - $ - Ford F250-Superintendent Truck 1.0 EA 2.0 $ 12.00 $ 24.00 $ 24.00 Tool Truck-Foreman Truck 1.0 EA 2.0 $ 25.00 $ 50.00 $ 50.00 • • Equipment Subtotal $ 193.50 I I 10.0 WSDOT Equipment Markup 21% $ 40.64 3 = Materials M _ Storm Pipe 60.0 FT $ 2.38 $ 142.80 j $ 142.80 Sanded Couplers 2.0 EA $ 39.70 $ 79.40 $ 79.40 90 Degree Bend with 2 Gaskets 2.0 EA $ 29.55 $ 59.10 5 59.10 Lowes 1.0 LS $ 203.88 $ 203.88 $ 203.88 Non-Woven Fabric 1.0 RL $ 515.07 $ 515.07 $ 515.07 3'•Detectable Tape 1.0 RL $ 53.32 $ 53.32 $ 53.32 50#Baglet Set Complete Repair 2.0 BAG $ 29.48 $ 58.96 4 58.96 Drain Rock Delivery 1.0 EA $ 225.00 $ 225.00 5 225.00 Drain Rock Material 32.6 TN $ 15.75 $ 512.98 $ 512.98 $ - $ - Material Subtotal $ 1,850.51 U T . WSDOT Materials Markup 21% $ 388.61 4 Subcontracted Work $ $ Subcontractor Subtotal $ - L U. LJr WSDOT Subcontractor Markup 12°l $ I Direct Costs $ 3,561.39 Scope of Work 0.00% CONTINGENCY 4 - RFI:Per tlrawingsbeetCa,the path at Stair PP to asa0 calk fora 2.S'-2'cut.This cut will result in the path being in trench'because tbeclearing limits are 2'Spam the walk. 0.00°,4 G&A $ Would it he acceptable to emend the clea ling limits a ppraaimately S'he,.the current clearing limits to allow far eayligming into the park Psi-crass slope drainage, 0.00% Markup $ - Subtotal 1 $ 3,561.39 0.00% Additional Project Insurance 5 - RFI RESPONSE: 0.000% Additional Bond Cost $ - Subtotal 2 $ 3,561.39 I 9.20% Tax $ 327.65 _ TOTAL $ 3,889.04 Nisqually Constructon Services,LLC ,--SignegcliTV of Bremerton 1144 f7 V t-Y 12/3/2024 10/2/2024 g ,,,n7 Signature Date SIghau. Date Micea!Taylor-Project Manager-Construction Division Name&Title Name&Title Docusign Envelope ID: BEB5A99E-3457-4E22-A27E-FE6832EE1355 NISQUALLY CONSTRUCTION SERVICES,LLC PROJECT: Haddon Park Renovation Work: RFI 016:Parking Lot Grade DATE: 1D/30/2024 MY Unit Unit Price Material Hours Labor Labor Subcontractor Equipment Equipment Extension Other Sub Total Item Description Rates Rate 1 Laborer Project Manager 1.0 LA 1.0 $92.52 $ 92.52 $ 92.52 _ Superintendent 1.0 EA 3.0 $96.96 $ 290.88 $ 290.88 _ Operator Foreman 1.0 EA 3.0 $95.10 $ 285.30 $ 285.30 Journeyman/Operator EA $91.72 $ - $Grade Engineer 1.0 EA. 3.0 $91.72 $ 275.16 $ 275.16 Labor Subtotal $ 943.86 10.0 WSDOT Labor Markup 29% $ 273.72 2 -ak a Backhoe 1.0 EA. $ 44.63 $ - $ - Backhoe Attachment(Forks) 1.0 EA $ 4.69 $ - $ - Backhoe Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ - Backhoe Attachment(Breakerl 1.0 EA $ 7.52 $ - $ - Excavator-135 1.0 EA $ 38.95 $ - $ - Excavator Atlachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Excavator-306 1.0 EA $ 30.59 $ - $ - Excavator Atlachment(Hoepack) 1.0 EA $ 5.63 $ - $ - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Water Trailer(500Gal) 1.0 EA $ 8.12 $ - $ - 5YD Dump Truck 1.0 EA $ 24.60 $ - $ - Tiller 1.0 EA $ 120.00 $ - $ - Diesel Plate Compactor 1.0 EA $ 10.08 $ - $ - Ford F250-Superintendent Truck 1.0 EA $ 12.00 $ - $ - Tool Truck-Foreman Truck 1.0 EA $ 25.00 $ - $ - Equipment Subtotal $ - 0.0 WSDOT Equipment Markup 21% $ - 3 Materials _ $ - $ $ $ - $ $ - $ $ - $ - $ $ $ $ $ $ $ $ - $ $ $ Material Subtotal $ - WSDOT Materials Markup 21% $ 4 IL Subcontracted Work I American Survey 1.0 LS $ 1,000.00 $ 1,000.00 $ - $ - $ Subcontractor Subtotal $ 1,000.00 Il WSDOT Subcontractor Markup 12% $ 120.00 I Direct Costs $ 2,332.58 r Scope of Work 0.00% CONTINGENCY $ - Rtl,llPer dC,,ingsheet oU 1,the entire parking Iat ista be removed.Per C9,it k rated to m ofl exinire eleiaovra in certain areas.W hat isthe imentian of.mmch exinirC when remavingthisasphahandcancrSem elevathnswill hepravidedta match?Also,tithe intembn forthe aroma paruenotta beremwed? I0.00% G&A $ - 21The elevation shaven an C6 at 5ta.0,12A5 iscalled aut at aiaO.The exiningtap of cumh elevation isa2.95 and the path to comb imersecOan k 8.95.W hat isthe imentian of the parkirg atasphal;cumh,and pmhaspha h?Perthe drawing;thecaofl hasinmthe Westsideaftheparkingut Irate San Cel is6'helawthetapaf curhandthepath 0.00% Markup $ - aspha h k a"nelawtap of corn.Perthe pan;at the can side of the pmkimg Io5 there isa 1'afference from the tap of curb to path asphah ma king fie path asphah 1'below[he Tapafcuih.Istheimemianarahe Eansidnahavea a"reeealan hathsidesolthecurh?Orktheintemionanthe Eveuaata fovea 6'revealonfieparkinglaudeandthe Subtotal 1 $ 2,337.58 path asphah even with top of curb?Please pmvide direnion as to what fie Cites imentian is. 0.00% Additional Project Insurance $ RFI RESPONSE:1.The entire parking lot should be removed and repaved.See Sheet C9 Revl for grades. 0.000% Additional Bond Cost $ - a.The parking lot side of the curb should have a 6"reveal.The path side of the curb should have 0'reveal.From STA 0+12 to STA 0+31 Subtotal 2 $ 2,337.58 pavement limits outside of the aft wide path have been changed.See Sheet C9 Rev 2 for sample sections. 9.20% Tax $ 215.06 TOTAL $ 2,552.64 Nisqually Constructon Services,LLC Signed Sky of Bremerton / f `✓� FliklA F V 12 3�AV� / /2024 10/30/2024 Signature Date 3/0 ,U$004U/44!... Date Miceaf Taylor-Project Manager-Construction Division Name&Title Name&Title Docusign Envelope ID:24869374-1E24-4330-AFBA-8E81C017B8CE CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 02 PROJECT NAME: HADDON PARK RENOVATION PROJECT NO: 59167 CONTRACTOR: Nisqually Construction, Inc. ORIGINAL CONTRACT AMOUNT: $775,237.01 DAYS: 60 PREVIOUSLY APPROVED $2,530.84 DAYS: 0 CHANGES: THIS CHANGE: $18,721 .69 DAYS: 0 REVISED CONTRACT AMOUNT: $796,489.54 DAYS: 0 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT ur CONTRACT CONTRACT TIME r tou a N¢ AMOUNT AMOUNT EXTENSION a) a o 4) a o ($) ($) (DAYS) tea? tea? X RFI 003 INFILTRATION TRENCH 3561.39 0 X RFI 006 DRINKING FOUNTAIN -CONCRETE 5.969.89 REMOVAL AND DISPOSAL X RFI 013 PATH GRADING 7,913.17 NET CHANGE IN CONTRACT AMOUNT INCREASE OR (DECREASE) ESTIMATED SALES TAX AT CURRENT RATE 9.2% 1,277.24 TOTAL INCLUDING SALES TAX 18,721.69 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Docusign Envelope ID:24869374-1 E24-4330-AFBA-8E81 C017B8CE CONTRACT CHANGE ORDER NO: 02 PROJECT NAME: HADDON PARK RENOVATION Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. NISQUALLY CONSTRUCTION, INC. DocuSigned by: Approved: 0A4V{L-S ((IA DATE:1O/29/2024 2A027E0E9F524B2... PROJECT MANAGER Signed by: Recommended: � eOj`°�` 10/23/2024 DATE: 2CB-4D FB•4-e9*4E... DIVISION MANAGER Council action is required as project cost will exceed approved budget. El No Council action is required as change exceeds Mayors authority per BMC 2.76.110. El No Recommended: DATE: DIRECTOR OF PARKS AND RECREATION Signed by: tIM f2Atx 10/23/2024 Recommended: DATE: 3 B�DD6[390A44AC.. MAYOR Signed by: 10/29/2024 Approved: DATE: B*F4G095E-eE747B... APPROVED AS TO FORM: ATTEST: Signed by: Signed by: (&t int, �ai Q oo ,r 52ACBE8381B0462, 21E.1a5.F— KYLIE. J. FINNELL, Bremerton City Attorney ANGELA HOOVER, City Clerk R:\Legal\Legal\Forms\FORMS ON COBWEB\Change Order Rev.05 2022.docx Page 2 of 2 Change Order Rev. 05/2022 Docusign Envelope ID:24869374-1 E24-4330-AFBA-8E81 C017B8CE NISQUALLY CONSTRUCTION SERVICES,LLC PROJECT: Haddon Park Renovation Work: New Drinking Fountain Install,Existing Drinking Fountain DATE: 10/10/2024 Removal&Disposal,Concrete&Debris Removal&Disposal / Labor Equipment QTY Unit Unit Price Material Hours Rates Labor Subcontractor Rate Equipment Extension Other Sub Total Item Description , i 1 M Laborer Project Manager 1.0 EA 1.0 $ 92.52 $ 92.52 $ 92.52 Superintendent 1.0 EA 6.0 $ 96.96 $ 581.76 $ 581.76 Operator Foreman 1.0 EA 6.0 $ 95.10 $ 570.60 $ 570.60 Journeyman/Operator 1.0 EA 10.0 $ 91.72 $ 917.20 $ 917.20 Grade Engineer 1.0 EA 5.0 $ 91.72 $ 458.60 $ 458.60 Pick up&deliver drinki ng founts in to site 1.0 EA 1.5 $ 96.96 $ 145.44 $ 145.44 r Labor Subtotal $ 2,766.12 29.5 WSDOT Labor Markup 29% $ all 2 Irll,j;l ro. Backhoe 1.0 EA 6.0 $ 44.63 $ 267.78 $ 267.78 Backhoe Attachment(Forks) 1.0 EA $ 4.69 $ - $ Backhoe Attachment(Ho epackj 1.0 EA $ 5.63 $ - $ - Backhoe Attachment(Breaker) 1.0 EA 6.0 $ 7.52 $ 45.12 $ 45.12 Excavator-135 1.0 EA 7.0 $ 38.95 $ 272.65 $ 272.65 Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ ExcavatorAttachment-Grading Bucker 1.0 EA 7.0 $ 4.56 $ 31.92 $ 31.92 Excavator-306 1.0 EA $ 30.59 $ - $ - ExcavatorAttachmentjHoepacki 1.0 EA $ 5.63 $ - $ - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - Excavator Attachment-Grading Buckel 1.0 EA $ 4.56 $ - $ - Water Trailer l500Gall 1.0 EA $ 8.12 $ - $ - 5YD Dump Truck 1.0 EA 3.5 $ 24.60 $ 86.10 $ 86.10 Tiller 1.0 EA $ 120.00 $ - $Diesel Plate Compactor 1.0 EA $ 10.08 $ - $ - Ford F250-Superintendent Truck 1.0 EA 6.0 $ 12.00 $ 72.00 $ 72.00 Tool Truck-Foreman Truck 1.0 EA 7.0 $ 25.00 $ 175.00 $ 175.00 Equipment Subtotal $ 950.57 42.5 WSDOT Equipment Markup 21% $ 199.62 3 Materials Sh earer Trucking-Concrete Disposal 1.0 EA $ 215.00 $ 215.00 I $ 215.00 Shearer Concrete Disposal 17.3 TN $ 18.00 $ 310.68 $ 310.68 Misc.Debris Disposal.at Dump 1.0 EA $ 158.65 $ 158.65 $ 158.65 DP Nicoli Shoring Boxes(4Hr Rental) 1.0 LS $ 328.89 $ 328.89 $ 328.89 Concrete for New Drinking Fountain 0.12 CY $ 175.00 $ 21.00 $ 21.00 $ - $ $ - $ - $ - $ - $ - $ - Material Subtotal $ 1,034.22 WSDOT Materials Markup 21% $ 217.19 4 Subcontracted Work 3 - $ - • $ $ Subcontractor Subtotal $ - WSDOT Subcontractor Markup 12% $ Direct Costs $ 5,969.89 Scope of Work 0.00% CONTINGENCY $ - Chv Provided Change Order01:Install new drinking fountain and concrete base.Remove&dispose of existing drin king fountain.Remove& 0.00% G&A $ - dispose of concrete and miscellaneous debnsfound when excavating. 0.00% Markup $ - Subtotal 1 $ 5,969.89 0.00% Additional Project Insurance $ - 0.000% Additional Bond Cost $ - Subtotal 2 $ 5,969.89 9.20% Tax $ 549.23 l' TOTAL $ 6,519.12 Nisqually Constructon Services,LLC 1-Signed by: City of Bremerton , IIM 1/A tX 10/23/2024 10/10/2024 signature Date N.-39B2DD6Bi114AC... Date Tim Barker, Director of Parks and Recreation Mireaf Taylor-Project Manager-Construction Division Name&Title Name&Title Docusign Envelope ID:24869374-1 E24-4330-AFBA-8E81 C017B8CE NISQUALLY CONSTRUCTION SERVICES,LLC PROJECT: Haddon Park Renovation Work: RFI 993•Infiltration Trench DATE: 1D/2/2024 Labor I Equipment QTY Unit Unit Price Material Hours Labor Subcontractor Rate Equipment Extension Other Sub Total Item Description Rates 1 Laborer Project Manager 1.0 EA 1.0 $ 92.52 $ 92.52 $ 92.52 Superintendent 1.0 EA 2.0 $ 96.96 $ 193.92 $ 193.92 Operator Foreman 1.0 EA 2.0 $ 95.10 $ 190.20 $ 190.20 Journeyman/Operator 1.0 EA 2.0 $ 91.72 $ 183.44 $ 183.44 Grade Engineer 1.0 EA 2.0 $ 91.72 $ 183.44 $ 183.44 Labor Subtotal $ 843.52 9.0 WSDOT Labor Markup ,IM29% $ IIIIV Equipment s 'Backhoe 1.0 EA 5 44.63 $ - $ - tackhoe Attachment Forks) 1.0 EA $ 4.69 $ - $ - Backhoe Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ - 0ackhoe Attachment(Breaker) 1.0 EA $ 7.52 $ - $ - Excavator-135 1.0 EA $ 38.95 $ - $ - ExcavatorAttachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - ExcavatorAttachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Excavator-306 1.0 EA 2.0 $ 30.59 $ 61.18 $ 61.18 Excavator Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ ExcavatorAttachment-Tooth Bucket 1.0 EA 2.0 $ 4.56 $ 9.12 $ 9.12 Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ Water Trailer(500Gal) 1.0 EA $ 8.12 $ - $ - • 5 YD Dump Truck 1.0 EA 2.0 $ 24.60 $ 49.20 $ 49.20 Tiller 1.0 EA $ 120.00 $ - $Diesel Plate Compactor 1.0 EA $ 10.08 $ - $ - • Ford F250-Superintendent Truck 1.0 EA 2.0 $ 12.00 $ 24.00 $ 24.00 Tool Truck-Foreman Truck 1.0 EA 2.0 $ 25.00 $ 50.00 $ 50.00 Equipment Subtotal $ 193.50 I I 10.0 WSDOT Equipment Markup 21% $ 40.64 3 = Materials M _ Storm Pipe 60.0 FT $ 2.38 $ 142.80 i $ 142.80 Sanded Couplers 2.0 EA $ 39.70 $ 79.40 S 79.40 90 Degree Bend with 2 Gaskets 2.0 EA $ 29.55 $ 59.10 S 59.10 Lowes 1.0 LS $ 203.88 $ 203.88 $ 203.88 Non-Woven Fabric 1.0 RL $ 515.07 $ 515.07 $ 515.07 3'•Detectable Tape 1.0 RL $ 53.32 $ 53.32 $ 53.32 50#Baglet Set Complete Repair 2.0 BAG $ 29.48 $ 58.96 4 58.96 Drain Rock Delivery 1.0 EA $ 225.00 $ 225.00 5 225.00 Drain Rock Material 32.6 TN $ 15.75 $ 512.98 S 512.98 $ - $ - Material Subtotal $ 1,850.51 U T . WSDOT Materials Markup 21% $ 388.61 4 Subcontracted Work L $ Subcontractor Subtotal $ - - L LJr1 WSDOT Subcontractor Markup 12°l $ I Direct Costs $ 3,561.39 Scope of Work 0.00% CONTINGENCY 4 - RFI:Per tlrawingsbeetCa,the path at Sia7.53 togae0 calk fora 2.5'-2'cue This cut will result in the path being in trench'because tbeclearing limits are 2'from the walk. 0.00°,4 G&A $ Would it he acceptable to wit end the clea ling limits a ppraaimately S'he,.the current clearing limits to allow for eayligming into the park for cross slope drainage, 0.00% Markup $ - Subtotal 1 $ 3,561.39 0.00% Additional Project Insurance $ - RFI RESPONSE: 0.000% Additional Bond Cost $ - Subtotal2 $ 3,561.39 I 0.00% Tax $ - _ TOTAL $ 3,561.39 Nisqually Constructon Services,LLC Signed by: City of Bremerton Erillik 'n1 ovi.V 10/23/2024 10/2/2024 ROD Signature Date Signature Date Micevl Tvyfor-Project Mvvvger-Construction Division Tim Barker, Di rector of Parks and Recreation Name&Title Name&Title Docusign Envelope ID:24869374-1 E24-4330-AFBA-8E81 C017B8CE NISQUALLY CONSTRUCTION SERVICES, LLC PROJECT: Haddon Park Renovation Work: RFI 013 - Path Grade Sta 7+50 to 8+80 DATE: 10/22/2024 Labor Equipment QTY Unit Unit Price Material Hours Rates Labor Subcontractor Rate Equipment Extension Other Sub Total Item Description 1 Laborer Project Manager 1.0 EA 1.0 $ 92.52 $ 92.52 $ 92.52 Superintendent 1.0 EA 8.0 $ 96.96 $ 775.68 $ 775.68 Operator Foreman 1.0 EA 8.0 $ 95.10 $ 760.80 $ 760.80 Journeyman/Operator 1.0 EA 8.0 $ 91.72 $ 733.76 $ 733.76 Grade Engineer 1.0 EA 8.0 $ 91.72 $ 733.76 $ 733.76 Labor Subtotal $ 3,096.52 33.0 I WSDOT Labor Markup 29% $ 897.99 2 Equipment Backhoe 1.0 EA 8.0 $ 44.63 $ 357.04 $ 357.04 Backhoe Attachment(Forks) 1.0 EA $ 4.69 $ - $ - Backhoe Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ - Backhoe Attachment(Breaker) 1.0 EA $ 7.52 $ - $ - Excavator- 135 1.0 EA $ 38.95 $ - $ - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Excavator-306 1.0 EA 8.0 $ 30.59 $ 244.72 $ 244.72 Excavator Attachment(Hoepack) 1.0 EA $ 5.63 $ - $ - Excavator Attachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - Excavator Attachment-Grading Bucket 1.0 EA 8.0 $ 4.56 $ 36.48 $ 36.48 Water Trailer(500 Gal) 1.0 EA 2.0 $ 8.12 $ 16.24 $ 16.24 5 YD Dump Truck 1.0 EA $ 24.60 $ - $ - Tiller 1.0 EA 4.0 $ 120.00 $ 480.00 $ 480.00 Diesel Plate Compactor 1.0 EA 2.0 $ 10.08 $ 20.16 $ 20.16 Ford F250-Superintendent Truck 1.0 EA 8.0 $ 12.00 $ 96.00 $ 96.00 Tool Truck- Foreman Truck 1.0 EA 8.0 $ 25.00 $ 200.00 $ 200.00 Equipment Subtotal $ 1,450.64 48.0 I I WSDOT Equipment Markup 21% $ 304.63 3 Materials Shearer Trucking 1.5 HR $ 225.00 $ 337.50 $ 337.50 Shearer Export 30.0 CY $ 8.50 $ 255.00 _ $ 255.00 Compost 7.2 CY $ 64.00 $ 462.22 _ $ 462.22 Hydroseeding 780.0 SY $ 0.94 $ 733.20 _ $ 733.20 $ - $ - Material Subtotal $ 1,787.92 WSDOT Materials Markup I 21% $ 375.46 4 Subcontracted Work $ - $ - $ - $ - $ Subcontractor Subtotal $ - WSDOT Subcontractor Markup 12% $ - Direct Costs $ 7,913.17 Scope of Work 0.00% CONTINGENCY $ - RFI: Per drawing sheet C4,the path at Sta 7+50 to 8+80 calls fora 1.5'-2'cut.This cut will result in the path being in a'trench'because the clearing limits are 2'from the 0.00% G&A $ - walk.Would it be acceptable to extend the clearing limits approximately 6'beyond the current clearing limits to allow for daylighting into the park for cross slope drainage? 0.00% Markup $ - Subtotal l $ 7,913.17 0.00% Additional Project Insurance $ - RFI RESPONSE: 0.000% Additional Bond Cost $ - ' Subtotal2 $ 7,913.17 9.20% Tax $ 728.01 TOTAL $ 8,641.18 Nisqually Constructon Services, LLC City of Bremerton �- SSigned by: 10/22/2024 ` tl4 � � 10/23/2024 39B2DD6B9OA44AQ.-- Signature Date Signature Date Miceal Taylor-Project Manager-Construction Division Tim Barker, Di rector of Parks and Recreation Name&Title Name&Title Docusign Envelope ID:3785D032-04A2-42DB-8632-4E649B7A1573 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 01 PROJECT NAME: HADDON PARK RENOVATION PROJECT NO: 59167 CONTRACTOR: Nisqually Construction, Inc. ORIGINAL CONTRACT AMOUNT: $775,237.01 DAYS: 60 PREVIOUSLY APPROVED 0.00 DAYS: 0 CHANGES: THIS CHANGE: $2,530.84 DAYS: 0 REVISED CONTRACT AMOUNT: $777,767.85 DAYS: 0 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME N a N¢ AMOUNT AMOUNT EXTENSION o a o (D a o ($) ($) (DAYS:) tea? tea? X RFI 009 Tree Removal 2,317.64 0 NET CHANGE IN CONTRACT AMOUNT INCREASE OR (DECREASE) ESTIMATED SALES TAX AT CURRENT RATE 9.2% 213.22 TOTAL INCLUDING SALES TAX 2,530.84 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous Docusign Envelope ID:3785D032-04A2-42DB-8632-4E649B7A1573 CONTRACT CHANGE ORDER NO: 01 PROJECT NAME: HADDON PARK RENOVATION costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. NISQUALLY CONSTRUCTION, INC. DocuSigned by: Approved: (jy/t,S ( DATE:10/29/2024 2A02-E0.E-9F2*B2... PROJECT MANAGER Signed by: Recommended: c°f`°�` ``" DATE: 10/23/2024 DIVISION MANAGER ztt34U61 t34t944E... Council action is required as project cost will exceed approved budget. ® No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ® No Recommended: DATE: DIRECTOR OF PARKS AND RECREATION Signed by: t i b t,r 10/29/2024 Recommended: DATE: 10/29/2024 MAYOR 84-i?k4ff.. Signed by: azaeA, Approved: DATE: 10/29/2024 p p B-*F46095E8C747B... APPROVED AS TO FORM: ATTEST: Signed by: Signed by: itt(1661 rale, A-oNtr �CQ3���o4e2... �.� 4 c. KYLIE. J. FINNELL, Bremerton City Attorney ANGELA ndb\LR, City Clerk R:\Legal\Legal\Forms\FORMS ON COBWEB\Change Order Rev.05 2022.docx Page 2 of 2 Change Order Rev. 05/2022 Docusign Envelope ID:3785D032-04A2-42DB-8632-4E649B7A1573 NISQUALLY CONSTRUCTION SERVICES,LLC PROJECT: Haddon Park Renovation Work: RFI009-Tree Removal DATE: 10/2/2024 Labor Equipment QTY Unit Unit Price Material Hours Rates Labor Subcontractor Rate Equipment Extension Other Sub Total Item Description 1 Laborer Project Manager 1.0 EA 1.0 $ 92.52 $ 92.52 $ 92.52 Superintendent 1.0 EA 1.0 $ 96.96 $ 96.96 $ 9696 Operator Foreman 1.0 EA 3.0 $ 95.10 $ 285.30 $ 285.30 Journeyman/Operator 1.0 EA 5.0 $ 91.72 $ 458.60 $ 458.6D Grade Engineer 1.0 EA $ 91.72 $ - $ - Labor Subtotal $ 933.38 '- 10.0 I WSDOT Labor Markup 29% $ 270.68 2 Equipment ` Backhoe 1.0 EA $ 44.63 $ - $ - Backhoe Attachment)Forks) 1.0 EA $ 4.69 $ - $ - BackhoeAttachment(Hoepack) 1.0 EA $ 5.63 $ - $ - BackhoeAttachment(Breaker) 1.0 EA $ 7.52 $ - $ - Excavator-135 1.0 EA 4.5 $ 38.95 $ 175.28 $ 175.28 Excavator Attachment-Tooth Bucket 1.0 EA 4.5 $ 4.56 $ 20.52 $ 20.52 Excavator Attachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Excavator-306 1.0 EA $ 30.59 $ - $ - ExcavatorAttachment(Hoepack) 1.0 EA $ 5.63 $ - $ - ExcavatorAttachment-Tooth Bucket 1.0 EA $ 4.56 $ - $ - ExcavatorAttachment-Grading Bucket 1.0 EA $ 4.56 $ - $ - Water Trailer(500Gal) 1.0 EA $ 8.12 $ - $ - 5 YD Dump Truck 1.0 EA $ 24.60 $ - $ - Tiller 1.0 EA $ 120.00 $ - $ - Diesel Plate Compactor 1.0 EA $ 10.08 $ - $ - Ford F250-Superintendent Truck 1.0 EA 1.0 $ 12.00 $ 12.00 $ 12.00 Tool Truck-Foreman Truck 1.0 EA 4.5 $ 25.00 $ 112.50 $ 112.50 Equipment Subtotal $ 320.3D 14.5 i WSDOT Equipment Markup 21% $ 67.26 3 Materials j= Shearer Trucking 1.0 EA $ 225.00 $ 225.00 $ 225.00 Brush Export 50.0 YDS $ 7.5D $ 375.00 $ 375.00 $ - $ $ - $ Material Subtotal $ 600.00 WSDOT Materials Markup mEll 21% $ 126.00 4 Subcontracted Work Mr .11 $ - $ $ - $ - _ Subcontractor Subtotal $ - WSDOT Subcontractor Markup 12% $ - Direct Costs $ 2,317.62 Scope of Work 0.00% CONTINGENCY $ - RFI:Per drawing sheet DM1,3 trees are tube removed but one on the trees has a Clear&Grub Limit around it Does this tree need to be removed or is it to be protected?Please advu: 0.00% G&A $ - 0.00% Markup $ - Subtotal1 $ 2,317.62 0.00% Additional Project Insurance $ - RFIRESPONSE:An updated Sheet DM1 is being attached in response to clarify the tree demo&protection 0.000% Additional Bond Cost $ - Subtotal 2 $ 2,317.62 9.20% Tax $ 213.22 TOTAL $ 2,530.84 Nisqually Constructon Services,LLC "-Signed by: City of Bremerton y ✓ WI 15ttrld, ' 10/29/2024 16/2/2024 ♦ Signature Date `-4 r ULtCtlUUb4Q.i•nat� ure Oate Miceaf Taylor-Project Manager-Construction Division Tim Barker, Di rector of Parks and Recreation Name&Title Name&Title Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA AGENDA BILL 7A CITY OF BREMERTON CITY COUNCIL Updated SUBJECT: Study Session Date: June 26, 2024 Contract Award to Nisqually Construction COUNCIL MEETING Date: July 3, 2024 Services, LLC for Construction of Haddon Department: Parks & Recreation Park Improvement Project Presenter: C. Berna/B. Hauschel Phone: (360) 473-5429 SUMMARY: Sealed bids for construction of the Haddon Park Renovation Project were opened on May 24, 2024. Seven (7) bids were received. Nisqually Construction Services, LLC was the lowest responsive, responsible bidder with a bid of$775,237.01 (WSST included). ATTACHMENTS: 1) Bid Tabulation; 2) Project Budget Summary Updated 7/3/24 2:25 P ; 3) Haddon Park Concept; 4) Contract 5) Presentation 6) Email with Attachments: Irrigation Plan and Project Plans Added 7/3/24 11: 0 FISCAL IMPACTS (Include Budgeted Amount): Funding for the project includes: $939,700 from State of Washington RCO grants; $6,500 from Bremerton Parks Foundation grant; $132,000 CDBG (for playground, not-in-contract), and $400k REET. Total project estimate is $1,715,817. STUDY SESSION ACTION: ❑ Consent Agenda 0 General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award a contract in the amount of$775,237.01 (WSST included) to Nisqually Construction Services, LLC for construction of the Haddon Park Renovation Project; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented; and further authorize a budget adjustment of$237,617 per the attached project budget summary. COUNCIL ACTION: XApprove ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 04/19/2024 Docusign Envelope ID: 9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CITY OF BREMERTON Contract Documents For Haddon Park Renovation Project City of Bremerton Department of Parks and Recreation Bid Opening: 1:00 PM, May 24th, 2024 City Clerk's Office, City Hall 345 Sixth Street, Suite 100 Bremerton, WA 98337-1873 Contact Person: Colette Berna Parks and Recreation Department 680 Lebo Boulevard Bremerton, WA 98310 Tel: (360) 473-5429 Colette.Berna@ci.bremerton.wa.us Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CERTIFICATE OF ENGINEER The technical material and data contained in these Specifications for the Haddon Park Renovation Proiect were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. of WAsy/ '`� O S E cF Ic r • 6 >0 0 :v1tI1/ 94 Z 7 . � �6 °776, I I ri,;A. 0 44 EXP cq p E A R G 4/12/2024 Prepared by: Jason Jose Ceralde, PLA Project Landscape Architect WSDOT Specification Divisions 1, 2, 4, 6, 7, 8 (except Section 8-20) 4``� of C.CA $440. Olio. Aug-4, _ ,, Of � � 4/16/2024 Marvin C. Casanova, PE WSDOT Specification Section 8-20 Cafe-Ete-8ern.4. 4/16/24 Recommended by: Colette Berna Parks Projects Planner, City of Bremerton Parks and Recreation 4/1 4/16/2024 Approved by: Jeff Elevado Director, City of Bremerton Parks and Recreation City of Bremerton 233-1896-187 Haddon Park Renovation Project i April 2024 Contract Documents—Bid Submittal Certificate of Engineer Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project ii April 2024 Contract Documents—Bid Submittal Certificate of Engineer Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA TABLE OF CONTENTS PAGE PART I - BIDDING REQUIREMENTS AND CONTRACT FORMS NOTICE INVITING BIDS I-1 BIDDER'S CHECKLIST 1-5 PROPOSAL BOND 1-9 NON-COLLUSION AFFIDAVIT 1-11 CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY 1-13 CERTIFICATION OF NON-DEBARMENT AND SUSPENSION 1-15 CONTRACTOR'S REGISTRATION 1-17 BID PROPOSAL 1-19 PROPOSAL FORM 1-21 COMPOSTED MATERIALS CONTENT QUESTIONNAIRE 1-25 BID CERTIFICATE 1-27 INFORMATION REQUIRED OF BIDDER 1-31 BIDDER'S SUBCONTRACTOR CONTACT REPORT 1-33 CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES 1-35 CONTRACT 1-39 CONTRACT CERTIFICATE 1-43 PERFORMANCE BOND 1-47 PAYMENT BOND 1-51 STATEMENT OF INTENT TO PAY PREVAILING WAGES 1-55 FINAL CONTRACT VOUCHER 1-57 PART II - SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS 11-1 DIVISION 1 - GENERAL REQUIREMENTS 11-3 DIVISION 2 - EARTHWORK 11-41 DIVISION 4- BASES 11-45 DIVISION 5- SURFACE TREATMENTS AND PAVEMENTS 11-47 DIVISION 6- STRUCTURES 11-73 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT 11-75 DIVISION 8- MISCELLANEOUS CONSTRUCTION 11-81 STANDARD PLANS M21-01 (FEBRUARY 26, 2024) 11-93 City of Bremerton 233-1896-187 Haddon Park Renovation Project iii April 2024 Contract Documents—Bid Submittal Table of Contents Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA APPENDICES A PREVAILING WAGE RATES B CONSTRUCTION FORMS (NOT USED) C CONSTRUCTION PLANS (BOUND SEPARATELY) D GEOTECHNICAL REPORT E PRODUCT INFORMATION City of Bremerton 233-1896-187 Haddon Park Renovation Project iv April 2024 Contract Documents—Bid Submittal Table of Contents Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA PART I BIDDING REQUIREMENTS AND CONTRACT FORMS Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA NOTICE INVITING BIDS FOR HADDON PARK RENOVATION PROJECT RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 1:00 P.M. PST as shown on the wall clock inside the City Clerk's office on May 24th, 2024, for the project Haddon Park Renovation Project. The City will also accept bids via email. Bids sent via email shall be submitted to city.clerk@ci.bremerton.wa.us, with Title noted on the subject line of the email to ensure property handling and delivery. All electronic documents shall be in PDF format and shall not exceed 10 MB in size and in zipped file. It is recommended under Message Properties the box for "Request a delivery receipt for this message" be checked as this is the only method by which verification of delivery will be given. Emailed Bids will be received until 1:00 P.M. PST as shown on the wall clock inside the City Clerk's office Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 1:00 P.M. on May 24th, 2024, in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337 and via Zoom. Please request a copy of the Zoom link no later than May 22nd at 4 pm. COMPLETION OF WORK: The WORK must be physically completed within sixty (60) working days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed under this Contract consists of the improvement of Haddon Park, including demolition, earthwork,construction of subdrains, curbing, asphalt walkways, concrete slabs, modular block walls, asphalt pavement and overlay, pavement marking, signing, storm sewer, pre-engineered owner-provided picnic shelter, pre-engineered restroom, and landscaping. All work shall be performed in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. Engineer's Estimate range for this project is $1.0 to $1.2 million. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on the ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www.e-arc .com/locations/219, click on the 'Enter Public Planroom' link and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased online from ARC Document Solutions in Tacoma, WA (http://www.e-arc.com/ tacoma/). Payment is typically cost of reproduction (non-refundable). Please call for availability and fax your request prior to picking up. Will-call option is available at ARC Tacoma, Seattle, or Bellevue offices. Subcontractors and those needing additional sets or partial sets may be purchased at cost of reproduction (non-refundable) from ARC. Bid sets can be mailed upon request and after receipt of reproduction costs, a non-refundable shipping, and handling fee. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Haddon Park Renovation Project. City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-1 April2024 Contract Documents—Bid Submittal Notice Inviting Bids Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA SITE WALK: A non-mandatory walk at the project site will be led by City of Bremerton staff on May 1, 2024, between the hours of 10:00 AM and 11:00 AM. Bidders are strongly encouraged to attend the site walk in order to become familiar with site conditions. Please send intent to attend to project contact. BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of seventy-five (75) calendar days from the date of bid opening. WAGE RATES: The attention of Bidders is directed to the requirements and conditions of employment to be observed and the minimum wage rates to be paid under the Contract. Per Section 1-07.9 of the Standard Specifications, this Contract is subject to the minimum wage requirements of RCW 39.12 and RCW 49.28. Prevailing wages for Kitsap County may be found at the Washington State Department of Labor and Industries website at https://Ini.wa.gov/licensing-permits/public-works-projects/prevailing-wage-rates/. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by Phone/Email: Colette Berna Telephone: (360) 473-5429 Email: Colette.BernaRci.bremerton.wa.us Communication by Mail: Department of Parks and Recreation 680 Lebo Boulevard Bremerton, WA 98310 ATTN: Colette Berna CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or additives or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. EQUAL EMPLOYMENT OPPORTUNITY STATEMENT: In the hiring of employees for the performance of work under this Contract, the Contractor, its subcontractors, or any person acting City of Bremerton 233-1896-187 Haddon Park Renovation Project l-2 April 2024 Contract Documents—Bid Submittal Notice Inviting Bids Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA on behalf of the Contractor shall not discriminate in any employment practice on the basis of age (40+), sex, race, creed, color, national origin, sexual orientation/gender identity, marital status, military status, or the presence of any physical, mental, or sensory disability. ADA STATEMENT: The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the Americans with Disabilities Act of 1990, and ADA Amendments Act. This policy extends to both employment and admission to participation in the programs, services, and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided. The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. This project has been assigned a "Zero" DBE goal. END OF NOTICE INVITING BIDS City of Bremerton 233-1896-187 Haddon Park Renovation Project l-3 April 2024 Contract Documents—Bid Submittal Notice Inviting Bids Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project l-4 April 2024 Contract Documents—Bid Submittal Notice Inviting Bids Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA BIDDER'S CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid. These are indicated as follows in the section titled "Bid Documents." BID DOCUMENTS These documents must be executed and submitted to the City with your bid, no later than the designated bid closing date and time. Bids that do not include all of the required forms, properly completed, will be declared unresponsive. 1. Proposal Bond This form to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than five percent (5%) of the total amount bid and may be shown in dollars or on a percentage basis. 2. Non Collusion Affidavit 3. Certification by Proposed Contractor Regarding Equal Employment Opportunity 4. Certification of Non-debarment and Suspension 5. Contractor's Registration The successful Bidder shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified. Business and occupancy (B&O) taxes shall be paid when due and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. 6. Bid Proposal 7. Proposal Form 8. Composted Materials Preference Form 9. Bid Certificate Bids by corporations must be executed in the corporate name by the president, a vice-president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature. Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the partnership must appear below the signature. City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-5 April 2024 Contract Documents—Bid Submittal Bidder's Checklist Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. Bids by limited liability companies must be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 10. Information Required of Bidder In selecting the lowest responsive, responsible Bidder, consideration will be given to the general competency of the Bidder for the performance of the WORK covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" bound herein. PLEASE NOTE: Additional Bidder criteria are listed, and additional documentation may be required of Bidder, under section 1-02.14 of the Special Provisions. 11. Bidder's Subcontractor Contact Report 12. Certification of Compliance with Wage Payment Statutes Form Documents to be Executed by the Successful Bidder The following forms are to be executed after the contract is awarded. These forms must be submitted within five (5) calendar days after the date of Notice of Award of Contract. 1. Contract 2. Contract Certificate 3. Performance Bond and Payment Bond To be executed by the successful bidder and its surety company. 4. Insurance Certificates Documents to be Executed Prior to First Payment The following form is to be executed prior to first payment: 1. Statement of Intent to Pay Prevailing Wages, Department of Labor and Industries (obtain instructions and form at https://Ini.wa.gov/licensing- permits/ docs/February2017PWIAlnstructions.pdf) Documents to be Executed upon Project Completion 1. Final Contract Voucher 2. Affidavit of Prevailing Wages Paid, Department of Labor and Industries City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-6 April 2024 Contract Documents—Bid Submittal Bidder's Checklist Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-8 April 2024 Contract Documents—Bid Submittal Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That we, Nisqually Construction Services,LLC of Olympia,WA as principal, and the Philadelphia Indemnity Insurance Company a corporation duly organized under the laws of the state of Pennsylvania and authorized to do business in the State of Washington, as surety, are held and firmly bound unto the City of Bremerton in the full sum of five (5) percent of the total amount of the bid proposal of said principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. The condition of this bond is such, that whereas the principal herein is herewith submitting his or its sealed proposal for the following construction, to wit: Haddon Park Renovation Project said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE, If the said proposed bid by said principal be accepted, and the Contract be awarded to said principal, and if said principal shall duly make and enter into and execute said Contract and shall furnish bond as required by the City of Bremerton within a period of five (5) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full force and effect. IN TESTIMONY WHEREOF, The principal and surety have caused these presents to be signed and sealed this 24th day of May , 20,. Nisll onstru on Services,LLC (Principal) Philadelphia Indemnity Insurance Company (Surety) (Attorney-in-fact),,, ' Nicholas Fredrickson City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-9 - ,, April 2024 Contract Documents-Bid Submittal Proposal Bond Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and • • existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint Deanna M.French,Elizabeth R.Hahn,Guy Armfield,Jana M. Roy,John R.Claevs,Marie I.Mateticir,Mindec L.Rankin,Romer Kaltenbach,Ronald J.Lance,Sandy L.Boswell,Scott Fisher,Scott McGilvray,Susan B. Larson,Nicholas Fredrickson, Andrew P.Larsen,Scott Garcia,Charla M.Roadie,Alec Gumpfer,Katelyn Cooper,Andrew Kerslake,Sharon Pope,Jennifer L.Barrat and Derek Sabo of Parker,Smith&Feek Insurance,LLC, its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$50,000,000. • This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14th of November,2016, RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company:(1)Appoint Attorney(s)in Fact and authorize the Attorney(s)in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto;and (2)to remove,at any time,any such Attorney-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 5TFI DAY OF MARCH,2021. 1927 'f41 (Seal) Joh Clomb, President 84 CEO Philadelphia Indemnity Insurance Company On this 5th day of March,2021 before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. Notary Public: - OommonwealthufPennsylvanla-Notary Seal �c rt� � Y1"1 .c tL• Vanessa Mckenzie,Notary Public MontgomeryCounty Mycammisslon expires November 3,2024 Commission number 1366394 Mambo,porniay14ah,eAssociation of Nolanes residing at: Bala Cynwyd,PA My commission expires: November 3,2024 I,Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 5th day March,2021 are true and correct and are still in full force and effect.I do further certify that John Glomb, who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 24th day of May 2024 027 „I ;iF.'•.; Edward Sayago,Corporate Secretary -6 PHILADELPHIA INDEMNITY INSURANCE COMPANY Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-10 April 2024 Contract Documents—Bid Submittal Proposal Bond Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) ) ss. COUNTY OF THURSTON ) Jennifer Hines , being first duly sworn, deposes and says that he or she is 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 shall refrain 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 99ollusive or sham bid. Signed: i /�( Subscribed and sworn to before me this dayof, 20,6 2'c V / }<)-t d 6- -- _-el _._. 0 si1/40 /*o ' .� •••,•,O�MBER2i..14•r Notary Public in, nd for the _ z NO TAR Y N9u,•: County of '°UBuuc h State of i _ io (SEAL) City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-11 April 2024 Contract Documents—Bid Submittal Non-Collusion Affidavit Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA • This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-12 April 2024 Contract Documents—Bid Submittal Non-Collusion Affidavit Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor: Nisqually Construction Services LLC Address: 12820 Yelm Highway SE, Olympia, WA, 98513 Internal Revenue Service Employer Identification No. 451661758 a. Contractor has participated in a previous contract Yes No X or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in Yes No X connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes No X Executive Orders 10925, 11114, 11246 or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964. d. If answer to item 'c' is "no", please explain in detail in the space below. Contractor has not participated in a previous contact or subcontract to the Equal Opportunity Clause CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Jennifer Hines, Deputy CEO Name and Title of Signer(please type or print clearly) _-- May, 24, 2024 SignatUre Date L•; City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-13 April 2024 Contract Documents—Bid Submittal Certification by Proposed Contractor Regarding Equal Employment Opportunity Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-14 April 2024 Contract Documents—Bid Submittal Certification by Proposed Contractor Regarding Equal Employment Opportunity Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CERTIFICATION OF NON-DEBARMENT AND SUSPENSION INSTRUCTIONS TO CONTRACTORS AND BIDDERS: THIS FORM SHALL BE EXECUTED UPON REQUEST OF THE CITY THE CONTRACTOR SHALL MAKE COPIES AND DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS. SUBCONTRACTORS MUST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK . As a prospective contractor for working with the City of Bremerton and as a requirement of your submittal, you are required to provide debarment/suspension certification indicating that you are in compliance with the below Federal Executive Order AND the Washington State RCW 39.26.200 Debarment: Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards, using federal funds, and all sub-recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government. Washington state RC 39.26.200 authorizes the director to fine or debar any contractor that hold convictions, violations or failures as outlined in RCW 39.26.200. Your signature certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency or any Washington state agency. If, at any time during the term of the contract, such condition occurs the Contractor will notify the City without delay. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Nisqually Construction Services LLC Company Name Jennifer Hines, Deputy CEO Name and Title of Signer(please type or print clearly) -iiiii‘-.. May, 24, 2024 Signature Date City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-15 April 2024 Contract Documents—Bid Submittal Certification of Non-Debarment and Suspension Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-16 April 2024 Contract Documents—Bid Submittal Certification of Non-Debarment and Suspension Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CONTRACTOR'S REGISTRATION Name: Nisqually Construction Services LLC Address: 12820 Yelm Highway SE, Olympia, WA, 98516 Employer's Identification Number (Employer social security number, not your 451661758 personal social security number): Employment Security Department Number: 429835-00-8 Washington Industrial Insurance Number: See attached Washington State Excise Tax Registration Number: 451661758 Washington State Contractor's Registration WHHNINF896K60 4.30.2025 Number/Expiration Date: City of Bremerton Business License Number: 33109 City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-17 April 2024 Contract Documents—Bid Submittal Contractor's Registration Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-18 April 2024 Contract Documents—Bid Submittal Contractor's Registration Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA BID PROPOSAL Haddon Park Renovation Project BID TO: City of Bremerton (Washington) Department of Parks and Recreation 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the CITY in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled Haddon Park Renovation Project. 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security. 3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents. 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged): Number 1 Date May, 10th, 2024 2 May, 21st, 2024 Failure to acknowledge all addenda shall render the bid non-responsive and shall be cause for its rejection. 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Proposal Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms. NOTE: Prices for all items, all extensions and total amount of bid must be shown in the Proposal Forms. Show prices in figures. Dated: May, 24th, 2024 Bidder: Nisqually Construction Services LLC By: f/Y (Signature) Title: Deputy CEO City of Bremerton 233-1896-187 Haddon Park Renovation Project I-19 April 2024 Contract Documents—Bid Submittal Bid Proposal Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA • This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-20 April 2024 Contract Documents—Bid Submittal Bid Proposal Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA PROPOSAL FORM HADDON PARK RENOVATION PROJECT Date: May, 24th , 2024 BID SCHEDULE Item Ref Estimated No. to Spec Description of Item Quantity Unit Unit Price Amount 1 1-04 MINOR CHANGE 1 CALC $1 $1 2 SP 1-05 ROADWAY SURVEYING 1 LS $18,000.00 $18,000.00 3 SP 1-07 POTHOLE EXISTING UTILITY 4 EACH $ 1,000.00 $ 4,000.00 4 1-07 SPCC PLAN 1 LS $ 200.00 $ 200.00 5 1-09 MOBILIZATION 1 LS $ 70,000.00 $ 70,000.00 6 SP 1-10 PROJECT TEMPORARY TRAFFIC 1 LS $ 6,000.00 $ 6,000.00 CONTROL 7 2-01 CLEARING AND GRUBBING 0.9 AC $ 20,000.00 $ 18,000.00 8 SP 2-02 REMOVAL OF STRUCTURES AND 1 LS OBSTRUCTIONS $ 38 000.00 $ 38 000.00 9 SP 2-02 REMOVE ASPHALT PAVEMENT 1,719 SY $ 7.00 $ 12,033.00 INCL. SAWCUTTING 10 SP 2-03 ROADWAY EXCAVATION INCL. 405 CY $ 57.00 $ 23,085.00 HAUL 11 SP 2-03 GRAVEL BORROW INCL. HAUL 1,075 TON $57.00 $ 61,275.00 12 SP 4-04 CRUSHED SURFACING TOP 355 TON $ 66.00 $ 23 430.00 COURSE 13 SP 5-04 COMMERCIAL HMA FOR PATHS 159 TON $ 190.00 $ 30,210.00 14 SP 5-04 COMMERCIAL HMA FOR SPORTS 66 TON $ 250.00 $ 16 500.00 COURT 15 SP 5-04 COMMERCIAL HMA FOR PARKING 63 TON $ 185.00 $ 11,655.00 LOT 16 SP 6-23 REDI-ROCK WALL 1 269 SF $ 90.00 $ 24,210.00 17 SP 7-01 4 IN. PVC SUBDRAIN 256 LF $ 40.00 $ 10,240.00 18 SP 7-01 SUBDRAIN CLEANOUT 10 EACH $ 675.00 $ 6,750.00 19 SP 7-01 DOWNSPOUT INFILTRATION 20 LF $ 90.00 $ 1,800.00 TRENCH 20 SP 7-04 SOLID WALL PVC STORM SEWER 423 LF $ 39.00 $16,497.00 PIPE 4 IN. DIAM. City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-21 April 2024 Contract Documents—Bid Submittal Proposal Form Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Item Ref Estimated No. to Spec Description of Item Quantity Unit Unit Price Amount 21 SP 7-04 SOLID WALL PVC STORM SEWER 56 LF $ 42.00 $ 2,352.00 PIPE 6 IN. DIAM. 22 SP 7-05 CATCH BASIN TYPE 1 3 EACH $ 2,000.00 $ 6,000.00 23 SP 7-05 CATCH BASIN TYPE 2 1 EACH $ 7,000.00 $ 7,000.00 24 SP 7-15 SERVICE CONNECTION 1-1/2 IN. 1 EACH $ 17,000.00 $ 17,000.00 DIAM. INCL. RPBA AND PRV 25 SP 7-18 PVC SANITARY SEWER PIPE 6 IN. 252 LF $ 48.00 $ 12,096.00 DIAM. 26 SP 7-19 PVC SEWER CLEANOUT 6 IN. DIAM. 4 EACH $ 500.00 $ 2,000.00 27 SP 8-01 TEMPORARY EROSION AND 1 LS $ 25,000.00 $ 25,000.00 SEDIMENT CONTROL 28 SP 8-01 SILT FENCE 400 LF $ 5.00 $ 2,000.00 29 8-01 HIGH VISIBILITY FENCE 220 LF $ 5.00 $ 1,100.00 30 SP 8-02 3 IN. FINE COMPOST 336 CY $ 110.00 $ 36,960.00 31 SP 8-02 HYDROSEED 4,036 SY $ 1.00 $ 4,036.00 32 SP 8-03 IRRIGATION SLEEVES 30 LF $ 75.00 $ 2,250.00 33 SP 8-04 PLAYGROUND PERIMETER CURB 269 LF $ 66.00 $ 17,754.00 34 SP 8-04 CEMENT CONC. TRAFFIC CURB 207 LF $ 68.00 $ 14 076.00 TYPE C1 35 SP 8-12 4 FT. TALL VINYL COATED CHAIN 455 LINK FENCE LF $ 46.00 $ 20 930.00 36 SP 8-14 4 IN. CONCRETE SLAB FOR PICNIC 53 SY $ 250.00 $ 13,250.00 TABLES 37 SP 8-14 PLAY AREA RAMP 1 EACH $ 2,600.00 $ 2,600.00 38 SP 8-20 ELECTRICAL 1 LS $ 15,000.00 $ 15,000.00 39 SP 8-21 PERMANENT SIGNING 1 LS $ 650.00 $ 650.00 40 SP 8-22 PAVEMENT MARKINGS INCL. 1 LS $ 4,200.00 $ 4,200.00 SPORTS COURT 41 SP 8-26 PRE-ENGINEERED RESTROOM 1 LS $ 5,000.00 $ 5,000.00 42 SP 8-32 BASKETBALL HOOP INCL. 2 EACH FOOTING $ 7,500.00 $ 15 000.00 43 SP 8-33 WHEEL STOP 7 EACH $ 200.00 $ 1,400.00 City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-22 April 2024 Contract Documents—Bid Submittal Proposal Form Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Item Ref Estimated No. to Spec Description of Item Quantity Unit Unit Price Amount 44 SP 8-34 INSTALL OWNER-PROVIDED 1 LS $ 60 000.00 $ 60 000.00 PICNIC SHELTER INCL. SLAB 45 SP 8-35 BOLLARD TYPE 1 1 EACH $ 2,800.00 $ 2,800.00 46 SP 8-35 BOLLARD TYPE 2 2 EACH $ 2,800.00 $ 5,600.00 Subtotal (Bid Items 1-46): $ 687,940.00 Sales Tax (9.2%): $ 63,290.48 Total (Bid Items 1-46): $ 751,230.48 BID ADDITIVE 1 RESURFACE EXISTING PATHS WITH FULL DEPTH REPLACEMENT Item Ref Description of Item Estimated Unit Unit Price Amount No. to Spec Quantity 1 SP 2-02 REMOVE ASPHALT 304 SY $ 13.00 $ 3,952.00 PAVEMENT INCL. SAWCUTTING 2 SP 2-03 ROADWAY EXCAVATION 34 CY $ 125.00 $4,250.00 INCL. HAUL 3 SP 4-04 CRUSHED SURFACING TOP 62 TON $ 66.00 $ 4,092.00 COURSE 4 SP 5-04 COMMERCIAL HMA FOR 51 TON $ 190.00 $ 9,690.00 PATHS Subtotal Bid Additive 1 (Bid Items 1 through 4): $ 21,984.00 Sales Tax(9.2%): $ 2,022.53 TOTAL BID ADDITIVE 1 (Bid Items 1 through 4): $ 24,006.53 City of Bremerton 233-1896-187 Haddon Park Renovation Project I-23 April 2024 Contract Documents—Bid Submittal Proposal Form Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA BID ADDITIVE 2 RESURFACE EXISTING PATHS WITH GRIND AND OVERLA Item Re Estimated No. to Spec scription of Item Quantity Unit Price Amount 1 SP 5-04 COMMERCIA FOR 51 $ 190.00 $ 9,690.00 • PATHS 2 5-04.3(14) PLANING BITUMINOUS 04 SY $ 17.00 $ 5,168.00 PAVEMENT Subtotal Additive 2 (Bid Items 1 through 14,858.00 Sales Tax (9.2%): $ , .94 TOTAL BID ADDITIVE 2 (Bid Items 1 through 2): $ 16,224.94 BID SUMMARY TOTAL SCHEDULE (Bid Items 1-46): $ 751,230.48 TOTAL BID ADDITIVE 1 (Bid Item 1-4): $ 24,006.53 TOTAL BID ADDITIVE 2 (Bid Items 1-2): $ 1''- 4 TOTAL BID: $ 791,461.94 775,237.01. END OF PROPOSAL FORM DS DS'• ✓JlN 7/10/2024 _ 7/12/2024 COB Nisqually initial/date inital/date City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-24 April 2024 Contract Documents—Bid Submittal Proposal Form Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA THE CITY OF BREMERTON COMPOSTED MATERIALS CONTENT QUESTIONNAIRE THE CITY OF BREMERTON ENCOURAGES THE INCLUSION OF COMPOSTED MATERIALS CONTENT IN ALL PROJECTS. EVERY BIDDER SHALL REPORT THE AMOUNT OF COMPOSTABLE MATERIALS SUPPLIED IN THEIR BID PER BMC 2.76.170. Do you offer compostable materials in your materials and supplies? Yes No. X 1. What percent of materials and supplies planned for use in this project will be compliant with RCW 43.19A.120 and WSDOT, standard Specification 9-14.5(8)? n/a 2. What product certifications are provided by your manufacturers showing compliance with RCW 43.19A.120 composted products and Washington State Standard Specification 9-14.5? a. (Please list all applicable Certifications. For example, UL Environmental; Compost Manufacturer Alliance Certified; or US Composting Board Certified.) n/a I certify that the above is true and correct to the best of my knowledge and belief. Dated: May, 24th, 2024 Bidder: Nisqually Construction Services LLC By: i (Signature) Title: Deputy CEO City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-25 April 2024 Contract Documents—Bid Submittal The City of Bremerton Composted Materials Content Questionnaire Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-26 April 2024 Contract Documents—Bid Submittal The City of Bremerton Composted Materials Content Questionnaire Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA BID CERTIFICATE (if Limited Liability Company) STATE OF ) WASHINGTON ) ss. COUNTY OF THURSTON I HEREBY CERTIFY that a meeting of the Members of the Nisqually Construction Services LLC a Limited Liability Company existing under the laws of the State of Washington held on April,18th , 20 11 , the following resolution was duly passed and adopted: "RESOLVED, that Charles lyall and — , as Members of this Limited Liability Company, be and are hereby authorized to execute the Bid dated May 24th , 20 24 , to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this24th day of May , 20 24. Nisqually Construction Services LLC A Limiteddia lity Co panyjt.ecit A all Charles lyall Y MGM nt,Cr Governor By: N/A Member (SEAL) City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-28 April 2024 Contract Documents—Bid Submittal Bid Certificate Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and will cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the CITY. (1) CONTRACTOR's Name and Address: Nisqually Construction Services LLC 12820 Yelm Highway SE Olympia, WA 98513 (2) CONTRACTOR's Telephone No.: 253-722-5928 CONTRACTOR's Fax No.: 253-295-7080 (3) CONTRACTOR's License: Primary Classification General Contractor State License No. and Expiration Date: WHHNINF896K6 Specialty Classifications Held (if any): Name of Licensee, if different from (1) above: (4) Name, address, and telephone number Parker, Smith & Feek Insurance, LLC. of surety company and agent who will provide the required bonds on this Post Office Box 103016, Pasadena, CA, 91189 contract: 425-709-3600 Contact Name: Roger Kaltenbach (5) Name and position of person(s) who Jacob Rubert, Estimating Manager attended the pre-bid visit to the work site (if any): City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-31 April 2024 Contract Documents—Bid Submittal Information Required of Bidder Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA (6) ATTACH TO THIS BID a list of three (3) projects completed by the Contractor that are similar to"Haddon Park Renovation Project" project in nature, value and complexity of work. The three (3) projects must have been completed under the bidder's name as the prime (general)contractor within the last 10 years. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. • Name of project. • Location of project. • Brief description of the work involved. • Contract amount. • Date of completion of contract. • Name, address, and telephone number of architect or engineer. • Years in business under current name City of Bremerton 233-1896-187 Haddon Park Renovation Project I-32 April 2024 Contract Documents-Bid Submittal Information Required of Bidder Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA BIDDER'S SUBCONTRACTOR CONTACT REPORT Please list below all minority and other subcontractors contacted to bid on subcontract work on this project. Indicate with an asterisk (*) those firms that are at least 51 percent or more minority owned. (This listing does not in any way obligate you to contract with any firm on this listing). Name Apex Engineering PLLC * Name Looker Asphalt Address 2601 S 35th St Address 6608 35th Ave Ct E City/State Tacoma, WA 98409 City/State Tacoma, WA 98443 Telephone Number 253-473-0599 Telephone Number 253-538-5055 Type of Work Bid In Survey Type of Work Bid In Asphalt Results To Be Determined Results To Be Determined Name HD Fowler Name NYCO Construction Address 13440 SE 30th St Address 640 88th Ave SW City/State Bellevue, WA 98005 City/State Oly�ia, WA 98512 Telephone Number 360-239-5980 Telephone Number 360-951-4911 Type of Work Bid In Utilities Type of Work Bid In Concrete Results To Be Determined Results To Be Determined Name Pavement Markings Incorporated Name MB Electric Address 1818 Pioneer Highway Address 7520 Evelyne Ln NE City/State Stanwood, WA 98292 City/State Lacey, WA 98509 Telephone Number 425-232-7490 Telephone Number 360-455-1025 Type of Work Bid In Striping Type of Work Bid In Electric Results To Be Determined Results To Be Determined Name of Bidder: Nisqually Construction Services LLC Karl Hedlund May, 24th, 2024 Name of Principle Responsible for Making Contact Date City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-33 April 2024 Contract Documents—Bid Submittal Bidder's Subcontractor Contact Report Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA • • • This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project I-34 April 2024 Contract Documents—Bid Submittal Bidder's Subcontractor Contact Report Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Nisqually Construction Services LLC Bidder's Business Name �'<_ - �. Signatur&-of A tho . d Official* Jennifer Hines Printed Name Deputy CEO Title May, 24th, 2024 Olympia Washington Date City State Check One: N/A- Limited Liability Company Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation ❑ State of Incorporation, or if not a corporation, State where business entity was formed: If a co-partnership, give firm name under which business is transacted: * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-35 April 2024 Contract Documents—Bid Submittal Certification of Compliance with Wage Payment Statutes Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-36 April 2024 Contract Documents—Bid Submittal Certification of Compliance with Wage Payment Statutes Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA % Brown & Brown January 9, 2023 Medicine Creek Enterprise Corporation WHH Nisqually Federal Services, LLC Nisqually Construction Services, LLC Nisqually Communications Services Govt. Corp. 12820 Yelm Highway SE Olympia, WA 98513 RE: Workers' Compensation OBHPTH242684334 To Whom It May Concern: Please allow this letter to confirm that WHH Nisqually Federal Services, LLC, Nisqually Construction Services, LLC, and Nisqually Communications Services Govt. Corp. has been insured for the last 5 years with Hudson Insurance Company (AM Best's Financial Rating of A(Excellent)for its Workers' Compensation coverage for on and off tribal lands. Hudson does not use an Experience Modification Rate. Hudson does use an internal experience mod rate in which they use for developing rates and this is based on the Loss Runs. WHH Nisqually Federal Services, LLC, Nisqually Construction Services, LLC, Nisqually Communications Services Govt. Corp. has the following loss ratio for the last five years. Policy Term Total Incurred Loss Ratio 10/01/2022-2023 $7,600 1.9% 10/01/2021-2022 $28,843 7.56% 10/01/2020-2021 $21,133 5.83% 10/01/2019-2020 $25,250 6.17% 10/01/2018-2019 $12,031 4.41% Therefore, if using the EMR Rating, it would be under 1. Also, Hudson Insurance Company does not use an OSHA DART rate. The State of Washington is a monopolistic Workers' Compensation State i.e.this coverage can only be purchased from the State of Washington Department of Labor and Industries with very few exceptions, one of them being Native American Tribes and their enterprises. Therefore, neither the State of Washington nor the National Council of Compensation Insurance (NCCI) promulgates an experience modification factor(EMR). If you have any further questions or concerns on Workers' Compensation insurance or experience modification, please contact me. Sincerely, Ethan Olesen, AINS Tribal Operations Leader Brown & Brown of Washington Inc. 701 Fifth Ave Suite 550 Seattle,WA 98104 P) 206-956-1642 Ethan.Olesen@bbrown.com Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Integration: The following changes, additions,deletions, response to questions, and attachments are hereby made a part of the Contract Documents for the aforementioned project, as fully and completely as if the same were set forth therein. Acknowledgement of Receipt of Addendum: All prospective bidders are instructed to incorporate this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid Proposal. Failure to do so may result in the Bid being rejected as not responsive. Please submit this signed Acknowledgement with your proposal response. NOTE: Acknowledge receipt of this addendum by initialing the corresponding space as indicated on the signature page. The City reserves the right to reject any and all submissions, including, in certain circumstances, for failure to appropriately acknowledge this addendum. Acknowledgement of Addendum 1 l IA :CC -1/,70D Name; Title, Signature, Date City of Bremerton Page 2 of 3 Addendum No. 1 Haddon Park May 10t'', 2024 Renovation Project Project# 59167 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Integration: The following changes, additions, deletions, response to questions, and attachments are hereby made a part of the Contract Documents for the aforementioned project, as fully and completely as if the same were set forth therein. Acknowledgement of Receipt of Addendum: All prospective bidders are instructed to incorporate this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid Proposal. Failure to do so may result in the Bid being rejected as not responsive. Please submit this signed Acknowledgement with your proposal response. NOTE: Acknowledge receipt of this addendum by initialing the corresponding space as indicated on the signature page. The City reserves the right to reject any and all submissions, including, in certain circumstances, for failure to appropriately acknowledge this addendum. Acknowledgement of Addendum 2 [if LS1 -2m/.) t),D ' ame, Titre ,e, Signature, Date City of Bremerton Page 2 of 3 Addendum No. 2 Haddon Park May 21 st, 2024 Renovation Project Project# 59167 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-26 April 2024 Contract Documents—Bid Submittal The City of Bremerton Composted Materials Content Questionnaire Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CONTRACT DOCUMENTS and CONTRACT BOND FORMS WILL BE PROVIDED TO THE SUCCESSFUL BIDDER ONLY City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-37 April 2024 Contract Documents—Bid Submittal Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-38 April 2024 Contract Documents—Bid Submittal Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CONTRACT (Page 1 of 4) THIS AGREEMENT is dated the 8th day of July in the year 20 24 by and between the City of Bremerton (hereinafter called CITY) and WHH NISQUALLY FEDERAL SVCS LLC (hereinafter called CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled HADDON PARK RENOVATION PROJECT. ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Physical Completion within 60 working days after the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Section 1-08.9 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1,000 per day after the date of Physical Completion for each phase. ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07.2 of the Special Provisions. ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions.Applications for Payment will be processed by ENGINEER as provided in the Special Provisions. Pursuant to RCW 60.28 and 1-09.9 (1) Retainage in the amount of 5% of the total contract work shall be withheld from itroess estimates and invoices submitted. Contractor Initials City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-39 April 2024 Contract Documents—Bid Submittal Contract Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CONTRACT (Page 2of4) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following attachments to this Contract: • Notice Inviting Bids, • Bidders Checklist, • Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, • Performance Bond, • Payment Bond, • Standard Specifications, • Amendments to the Standard Specifications, • Special Provisions, • Appendices • Contract Plans, • Addenda numbers 1 to 2 , inclusive. • Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract. [ DS G Contractor Initials City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-40 April 2024 Contract Documents—Bid Submittal Contract Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CONTRACT (Page 3 of 4) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. ARTICLE 9. EQUAL EMPLOYMENT OPPORTUNITY STATEMENT In the hiring of employees for the performance of work under this Contract, the Contractor, its subcontractors, or any person acting on behalf of the Contractor shall not discriminate in any employment practice on the basis of age (40+), sex, race, creed, color, national origin, sexual orientation/gender identity, marital status, military status, or the presence of any physical, mental, or sensory disability. ARTICLE 10. ADA STATEMENT The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the Americans with Disabilities Act of 1990, and ADA Amendments Act. This policy extends to both employment and admission to participation in the programs, services, and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided. CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors,assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. [ DS Contractor Initials City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-41 April 2024 Contract Documents—Bid Submittal Contract Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA CONTRACT (Page 4 of 4) IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY merton CONTTnnR WHH NI SQUALLY FEDERAL SVCS LLC dc}�i e,1 k+y: .)M 14R,4.Q.e,'1, ,aVtc,S ((ilk, `—BAF46095E8E74713... `-2A027E0E9F524e2... By Greg Wheeler, Mayor By Charles Iyall , Manager LDoccuSig,ned by: , Attest ,l , 8"br Attest `�eD� `foove r City Clerk Address for giving notices Address for giving notices 345 6th Street, STE 100 Bremerton, WA 98337 12820 YELM HWY SE, OLYMPIA, WA, 98513-9111 License No. WHHNINF896K6 Approve ta, , : etrdrar cr. ,tee DD3C7CFD87,04D8... Agent for service of process: (Signature) Brett 3ette, Assistant City Attorney Charles Iyall , Manager (Title) City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-42 April 2024 Contract Documents—Bid Submittal Contract This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-54 April2024 Contract Documents—Bid Submittal Payment Bond CONTRACT CERTIFICATE (if Limited Liability Company) STATE OF ) ss. COUNTY OF I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of held on_ _, 20__,the following resolution was duly passed and adopted: "RESOLVED, that and _ _, as Members of this Limited Liability Company, be and are hereby authorized to execute the Agreement dated _, 20_,to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WTNESS WHEREOF, I have hereunto set my hand this_, day of _, 20_ A Limited Liability Company By: Member By: Member (SEAL) Nisqually Construction Services does not require Board certification on projects less then $5million. c .� Charles lyall CEO CRy of Bremerton 233-1896-187 Haddon Park Renovation Project 1-44 April2024 Contract Documents—Bid Submittal Contract Certificate Document A312TM - 2010 Bond Number: Conforms with The American Institute of Architects AIA Document 312 PB01649700729 Performance Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place of business) Nisqually Construction Services, LLC Philadelphia Indemnity Insurance Company 12820 Yelm Hwy SE One Bala Plaza, Suite 100 This document has important legal Olympia,WA 98513 Bala Cynwyd, PA 19004-0950 consequences.Consultation with Mailing Address for Notices an attorney is encouraged with respect to its completion or modification. OWNER: Any singular reference to (Name,legal status and address) Contractor,Surety,Owner or City of Bremerton other party shall be considered plural where applicable. 345 Sixth Street, Suite 100 Bremerton,WA 98337 CONSTRUCTION CONTRACT Date: Amount: Seven Hundred Seventy-five Thousand Two Hundred Thirty-seven &01/100($775,237.01) Description: Haddon Park Renovation Project(City Project No. 59167) (Name and location) BOND Date: (Not earlier than Construction Contract Date) Amount: Seven Hundred Seventy-five Thousand Two Hundred Thirty-seven &01/100($775,237.01) Modifications to this Bond: ® None Scc Section 16 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Nisqually Construction Services, LLC Philadelphia Indemnity Insurance Company ., Signature: C 4/ Signature: 4�1 Name GJ+�r/e5 Tye,/I Name r altenbach 92 74 ��- and Title: G E O and Title: Attorney-in-Fact *• ' (Any additional signatures appear on the last page of this Pemfonnance Bond) (FOR INFORMATION ONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Parker, Smith& Feek (Architect,Engineer or other party:) 2233 112th Ave NE Bellevue,WA 98004 (425) 709-3600 S-1852/AS 8/10 §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which Is Incorporated herein by reference, §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default.Such notice shall indicate whether the Owner is requesting a conference among the Owner,Contractor and Surety to discuss the Contractor's perfbmmance.If the Owner does not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice,request such a conference.If the Surety timely requests a conference,the Owner shall attend.Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten(10)business days of the Surety's receipt of the Owner's notice.If the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Construction Contract and notifies time Surety;and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3,1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. §5 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §6.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §5.2 Undertake to perform and complete the Construction Contract itself,through Its agents or independent contractors; §5,3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contruct,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §6.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to the Owner;or .2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Band,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided In Section 5.4,and the Owner refltses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner, S-1852/AS 8/10 §7 If the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract.Subject to the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of the Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified In the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor, §8 if the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond, §9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or falls to perform its obligations under this Bond,whichever occurs first,if the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §12 Notice to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common luwbond, §14 Definitions §14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor Is entitled,reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract, §14.2 Construction Contract.'rho agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform or otherwise to comply with a material term of the Construction Contract. §14.4 Owner Default,Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §14.5 Contract Documents,All the documents that comprise the agreement between the Owner and Contractor. §15 If this Bond Is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. 5.1852/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Bond Number: Document A31 2 TM — 2010 PB01649700729 Conforms with The American Institute of Architects AIA Document 312 Payment Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place of business) Nisqually Construction Services, LLC Philadelphia Indemnity Insurance Company 12820 Yelm Hwy SE One Bala Plaza, Suite 100 This document has important legal Olympia,WA 98513 Bala Cynwyd, PA 19004-0950 consequences.Consultation with Mailing Address for Notices an attorney is encouraged with respect to its completion or modification. OWNER: Any singular reference to (Name,legal status and address) Contractor,Surety,Owner or City of Bremerton other party shall be considered plural where applicable. 345 Sixth Street, Suite 100 Bremerton,WA 98337 CONSTRUCTION CONTRACT Date: Amount: Seven Hundred Seventy-five Thousand Two Hundred Thirty-seven&01/100($775,237.01) Description: Haddon Park Renovation Project(City Project No. 59167) (Name and location) BOND Date: (Not earlier than Construction Contract Date) Amount: Seven Hundred Seventy-five Thousand Two Hundred Thirty-seven&01/100($775,237.01) Modifications to this Bond: ® None ❑ See Section 18 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Nisqually Construction Services, LLC Philadelphia Indemnity Insurance Company Signature: (II L 1_gtl Signature: 41111141, , . Name Namc Char/Cs Zya�� R°aerKaltenbach and Title: 1E0 and Title: Attorney-in-Fact • (Any additional signatures appear on the last page of this Payment Bond) (FOR INFORMATION ONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Parker,Smith&Feek (Architect,Engineer or other party:) 2233 112th Ave NE Bellevue,WA 98004 (425)709-3600 S-2149/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner to pay for labor,materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference, subject to the following terms. §2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims, demands,liens or suits by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. §4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand,lien or suit. §5 The Surety's obligations to a Claimant under this Bond shall arise after the following: §6.1 Claimants,who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety(at the address described in Section 13). §6.2 Claimants,who arc employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described in Section 13). §6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. §7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: §7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)days after receipt of the Claim,stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and §7.2 Pay or arrange for payment of any undisputed amounts. §7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim,except as to undisputed amounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. §8 The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attomey's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. §9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. 5-2149/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA §10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. §11 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs.lithe provisions of this Paragraph arc void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received. §14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §15 Upon request by any person or entity appearing to be a potential beneficiary of.this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. §16 Definitions §16.1 Claim.A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the Iabor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the Iabor,materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. §16.2 Claimant.An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract.The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms"labor,materials or equipment"that part of water,gas,power,light,heat,oil,gasoline, telephone service or rental equipment used in the Construction Contract,architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor,materials or equipment were furnished. §16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and all changes made to the agreement and the Contract Documents. S-2149/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA §16.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §16.5 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §17 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. §18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: C544,4,,,..4, Signature: Name and Title: L / Name and Title: Address �r,es '�yA�� ` � Address 2820 Ye/ fhl.i.•,,r sF s>c. °Irep.O, h,A g3s(3 S-2149/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint Deanna M.French.Elizabeth R.Hahn,Gur A rmficld,.lane M. Roy.John R.Claeys,Marie L Matetich,Mindee L.Rankin.Rover Kaltenbach.Ronald J.Lange.Sandy L.Boswell.Scott Fisher,Scott McGilvrav,Susan B. Larson.Nicholas Fredrickson, Andrew P.Larsen,Scott Garcia,Charla M.Boadle,Alec Gumpfer.Katelyn Cooper.Andrew Kerslake,Sharon Pope,Jennifer L.Barrat and Derek Sabo of Parker,Smith&Feek Insurance,LLC, its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$50,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14th of November,2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company:(1)Appoint Attorney(s)in Fact and authorize the Attorney(s)in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto;and (2)to remove,at any time,any such Attorney-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 5TH DAY OF MARCH,2021. • .....tr - Y • (Seal) "" loll Glamb, President&CEO Philadelphia Indemnity Insurance Company On this 5t'day of March,2021 before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. Notary Public: r Commonwealth of Panneylvanl3-Notary 9eai V < �Q Vanessa Mckenzie,Notary Public Montgomery County My commission expires November3,2024 Commission number 1366394 Member.Penneylver,s smartie norNotaries residing at: Bala Cynwyd,PA My commission expires: November 3,2024 I,Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 5'h day March,2021 are true and correct and are still in full force and effect.I do further certify that John Glomb, who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this day of 2024 1927 }= I Edward Sayago,Corporate Secretary f� PHILADELPHIA INDEMNITY INSURANCE COMPANY Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Document A312TM — 2010 Bond Number: Conforms with The American Institute of Architects AIA Document 312 PB01649700729 Performance Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place of business) Nisqually Construction Services, LLC Philadelphia Indemnity Insurance Company 12820 Yelm Hwy SE One Bala Plaza,Suite 100 Olympia,WA 98513 Bala Cynwyd, PA 19004-0950 c document has impart leols nsequences.Consultatioont n withgal co Mailing Address for Notices an attorney is encouraged with respect to its completion or modification. OWNER: Any singular reference to (Name,legal status and address) Contractor.Surety,Owner or City of Bremerton other party shall be considered 345 Sixth Street,Suite 100 plural where applicable. Bremerton,WA 98337 CONSTRUCTION CONTRACT Date: Amount: Seven Hundred Seventy-five Thousand Two Hundred Thirty-seven&01/100($775,237.01) Description: Haddon Park Renovation Project(City Project No. 59167) (Name and location) BOND Date: (Not earlier than Construction Contract Date) Amount: Seven Hundred Seventy-five Thousand Two Hundred Thirty-seven&01/100($775,237.01) Modifications to this Bond: ® None ❑ Scc Section 16 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Nisqually Construction Services, LLC Philadelphia Indemnity Insurance Company Signature: �f _ I' Signature: 9,21 - : Name 444rIe5 _Tyc.II Name r Itenbach and Title: e E 0 and Title: Attorney-in-Fact • (Any additional signatures appear on the last page of this Performance Bond.) (FOR INFORMATION ONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Parker,Smith&Feek (Architect,Engineer or other party:) 2233 112th Ave NE Bellevue,WA 98004 (425)709-3600 5-1852/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default.Such notice shall indicate whether the Owner is requesting a conference among the Owner,Contractor and Surety to discuss the Contractor's performance.If the Owner does not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice,request such a conference.If the Surety timely requests a conference,the Owner shall attend.Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten(10)business days of the Surety's receipt of the Owner's notice.If the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Construction Contract and notifies the Surety;and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. §5 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §5.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §5.2 Undertake to perform and complete the Construction Contract itself,through its agents or independent contractors; §5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to the Owner,or .2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided in Section 5.4,and the Owner refuses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA §7 If the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract.Subject to the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of the Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. §8 If the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. §9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond,whichever occurs first.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §12 Notice to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §14 Definitions §14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. §14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform or otherwise to comply with a material term of the Construction Contract. §14.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §14.5 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §15 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. S-1852/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA §16 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: [LarksName and Title: Address '�Y'r�� LED 1tfZC y% Address ►w, sp. o/yhr;t, IvA 9as/3 . M S-1852/AS 8/10 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA squally a I I Nisqually Construction Services,LLC `z � 12820 Yelm Highway SE,Suite H Construction Services,LLC Olympia,WA 98513 Letter of Transmittal TO: City of Bremerton DATE: 6/26/2024 345 Sixth Street,Suite 100 PROJECT: Haddon Park Renovation Bremerton,WA,98337 PROJECT NUMBER: 59167 RE: Payment and Performance Bond ATTN: Melinda Monroe WE ARE SENDING YOU: Attached �X Mailed Faxed DEmailed Shop Drawings Prints Plans Subcontract Copy of Letter Change Order DOther Specifications COPIES DATE DRWG./SPEC. DESCRIPTION 1 6/26/2024 Payment Bond 1 6/26/2024 'Performance Bond THESE ARE TRANSMITTED as checked below: For Signature&Return Approved as Submitted Resubmit Copies for Approval DFor Your Records Approved as Noted Submit Copies for Distribution DAs Requested Returned for Corrections DReturn Corrected Prints For Review nOther nFor Bids Due DPRINTS RETURNED AFTER LOAN TO US REMARKS: TRANSMITTED BY: Kaitlyn Newsome-Assistant PM Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA ,............ ., . ACRD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) ‘......... 10/03/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Leah Gallagher CISR,CIC NAME: Brown&Brown of Washington,Inc. PHONE (206)956-1600 FAX (206)956-9604 (A/C,No,Ext): (A/C,No): 701 Fifth Ave Ste 550 E-MAIL Leah.Gallagher@bbrown.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Seattle WA 98104 INSURER : Hudson Insurance Company 25054 INSURED INSURER B: Medicine Creek Enterprise Corporation INSURER C: Nisqually Communication Services Govt.Corp. INSURER D: 12820 Yelm Highway SE INSURER E: Olympia WA 98513-9105 INSURER F: COVERAGES CERTIFICATE NUMBER: 22-25 GL,AL 23-26 WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY EFF POLICY EXP NSR ADDTYPE OF INSURANCE INSD WVDSUBR POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS LTR INSD WVD ( ) ( ) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 10,000,000 DAMAGE TO RENTED 100,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ Excluded A NAC L00767-10 07/01/2022 07/01/2025 PERSONAL&ADV INJURY $ 10,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 12,000,000 PRO- 10,0 0,0 000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 10,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED NACL00767-10 07/01/2022 07/01/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS XHIRED ie NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION PER STATUTE X OTH- ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 5,000,000 A OFFICER/MEMBER EXCLUDED? N/A OBH PTH272684334 10/01/2023 10/01/2026 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 5,000,000 If yes,describe under 5,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA ,............ ., . ACRD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) ‘........--- 06/19/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Leah Gallagher CISR,CIC NAME: Brown&Brown of Washington,Inc. PHONE (206)956-1600 FAX (206)956-9604 (A/C,No,Ext): (A/C,No): 701 Fifth Ave Ste 550 E-MAIL Leah.Gallagher@bbrown.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Seattle WA 98104 INSURER : Hudson Insurance Company 25054 INSURED INSURER B: WHH Nisqually Federal Services,LLC INSURER C: Nisqually Construction Services,LLC INSURER D: 12820 Yelm Highway SE INSURER E: Olympia WA 98513-9105 INSURER F: COVERAGES CERTIFICATE NUMBER: 22-25 GL,AL 23-26 WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY EFF POLICY EXP NSR ADDTYPE OF INSURANCE INSD WVDSUBR POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS LTR INSD WVD ( ) ( ) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 10,000,000 DAMAGE TO RENTED 100,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ Excluded A Y NAC L00767-10 07/01/2022 07/01/2025 PERSONAL&ADV INJURY $ 10,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 12,000,000 PRO- 10,0 0,0 000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 10,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED Y NACL00767-10 07/01/2022 07/01/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS XHIRED ie NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION PER STATUTE X OTH- ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 5,000,000 A OFFICER/MEMBER EXCLUDED? N/A OBH PTH272684334 10/01/2023 10/01/2026 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 5,000,000 If yes,describe under 5,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) *WC Coverage 3.A.part one statutory benefits subject to a max limit of$10,000,000 per employee,per accident. RE:Project:Haddon Park Renovation Project(City Project No.59167). The City of Bremerton and its officers,elected officials,employees,agents,and volunteers and Parametrix,Inc.are additional insured under the Automobile Liability and General Liability for both ongoing and completed operations per the attached endorsements.Coverage is Primary and Non-Contributory.All CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN The City of Bremerton ACCORDANCE WITH THE POLICY PROVISIONS. 680 Lebo Boulevard AUTHORIZED REPRESENTATIVE Bremerton WA 98337 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA AGENCY CUSTOMER ID: 00400:58 LOC#: ACCORD ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Brown&Brown Insurance Services,Inc. Medicine Creek Enterprise Corporation POLICY NUMBER CARRIER WIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS MIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance endorsements apply as required by the written contract and/or agreement with the named insured. ACORD 101 (2008:111) O 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Docusign Envelope ID: 9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Endorsement No.:15 This Endorsement attaches to and forms part of Policy No.: NACL00767-10 In the name of: Medicine Creek Enterprise Corporation (See Schedule of Named I.NSU N CE GROUP w Assureds) Effective date of this Endorsement is 12:01 a.m., July 26, 2023 ADDITIONAL ASSURED - DESIGNATED PERSON OR ORGANIZATION SCHEDULE Name of Additional Assured Persons) or Oroanization(s): When Required by and Per Written Contract or Agreement This endorsement modifies insurance provided under the following: Sovereign Nation Commercial Insurance Coverage Form Insuring Agreement F- Automobile Liability With respect to Auto Liability Coverage provided by this Endorsement,the provisions of the Coverage Form apply unless modified by this endorsement. General Provision A- Definition of"Assured" is amended to include as an Additional Assured,the person(s) or organization(s) as shown in the Schedule above. This endorsement does not alter coverage provided in the Coverage Form. Each person or organization shown in the Schedule is an"Assured" for Auto Liability Coverage, but only to the extent that person or organization qualifies as an"Assured" under the"Assured" Provision. It is further agreed that where no coverage shall apply herein for the"Assured", no coverage nor defense shall be afforded to the above identified Additional Assured. Subject to the foregoing, it is further agreed that when insurance coverage is afforded by this policy for the above Designated Assured(s), it shall be primary insurance as respects any claim, loss or liability arising out of the"Assureds"Auto operations. All other terms and conditions remain the same Additional Assured—Auto Liability Designated Person or Organization Page 1 of 1 Docusign Envelope ID:9290788D-CE55-4E2690E5-0E218582F1 DA Fnduseerrt Na: 0 This[raiment attaches b �s andfar pat of PoreNa: NACL00767-10 HUDSON °11e name Medicine Creek Enterprise Corporation (See Schedule of Named Assureds) INSURANCE GROUP'D mg swim date:July 1,2022 ADDITIONAL ASSURED —OWNERS, LESSEES OR CONTRACTORS COMPLETED OPERATIONS This Endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART I SCHEDULE Mane of Additional&sired Person(s)or Location(s) of Covered Operations Orgarrzetion(s): When Required by and Per Written Contract or When Required by and Per Written Contract or Agreement Agreement Section A,Who Is An Assured is amended to include as an additional assured the person(s)or organization(s) shown in the Schedule, but only with respect to liability for"bodily injury"or"property damage"caused, in whole or in part, by"your wort(at the location designed and described in the schedule of this endorsement performed for that additional insured and included in the"products-completed operations hazard." Additional Assured—Owners,Lessees or Contractors—Corrpleted Ops Page 1 of 1 Docusign Envelope ID:9290788D-CE55-4E2690E5-0E218582F1 DA Mammal Na: This Fftlmseaat attarlies b a.0 ...s pat of Nig Na:NACL00767-10 01111X1 h lie name et Medicine Creek Enterprise Corporation (See Schedule of H T r D SON Named Assureds) �J .? 1� Poky dative date_ July 1,2022 / INSURANCE GROUPz ADDITIONAL ASSURED-OWNERS,LESSEES OR CONTRACTORS SCHEDULED PERSON OR ORGANZATION This Endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART I SCHEDULE Nana of Additional Assraad Pelsoa(s)or Location(s)of Corded Operations Organaafion(s): When Required by and Per Written Contractor When Required by and Per Written Contract or Agreement Agreement A General Provisions; A.Assured is amended to B. With respect to the insurance afforded to these include as an Additional Assured the person(s)or Additional Assured,the following additional exclusions organization(s)shown in the Schedule, but only apply: with respect to liability for"bodily injury","property This insurance does not apply to"bodily injury" or damage" or"personal and advertising injury" "property damage' occurring after caused, in whole or in part,by: 1. Allwork, including materials, parts or 1. Your acts or omissions; or equipment furnished in connection with such 2 The acts or omissions of those acting on work, on the project(other than service, your behalf; maintenance or repairs)to be performed by or in the performance of your ongoing operations for on behalf of the Additional Assured(s) at the the Additional Assured(s) at the location(s) location of the covered operations has been designated above. completed; or 2 That portion of"your wort' out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. Additional Assured Endorsement—Owners,Lessees or Contractors Page 1 of 1 Docusign Envelope ID:9290188D-CE55-4E26-90E5-0E21B5B2F1DA 4 _ — I II mit I1 C rdi1, HUDSON INSURANCE COMPANY SOVEREIGN NATION COMMERCIAL INSURANCE POLICY THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY, \amed Assured: Policy \umber: Effective date of Endorsement #: change: Medicine Creek Enterprise Corporation (See Schedule of Named Assureds) NACL00161.10 August 2, 2023 19 PRIMARY AND NON-CONTRIBUTORY This endorsement modifies insurance provided under the following: INSURING AGREEMENT A.— GENERAL LIABILITY INSURING AGREEMENT F,—AUTOMOBILE LIABILITY SCHEDULE Name of Per or Organization(s); ll hen Required by and Per llrillen Contract or Agreement It is understood and agreed that this insurance is Primary and any other insurance maintained by "varies" shall be excess only and not contributing with this insurance. ,— /-------- Authorized Representative All other Tenns and Conditions remain the same. (Ed.7112) 81212023 End/errant Me A kJr1ti uod rre Eel/Pre�tio„h. Eb .,.,�„ ,d, �"�., ._� STOP GAP - EMPLOYERS LIABILITY COVERAGE ENDORSEMENT - WASHINGTON Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA A. The following is added to Coverage Part I —Coverages: COVERAGE—STOP GAP—EMPLOYERS LIABILITY 1. Insuring Agreement a. We will pay those sums that the assured becomes legally obligated by Washington Law to pay as damages because of "bodily injury by accident" or "bodily injury by disease" to your "employee" to which this insurance applies. We will have the right and duty to defend the assured against any "suit" seeking those damages. However, we will have no duty to defend the assured against any "suit" seeking damages to which this insurance does not apply. We may, at our discretion, investigate any accident and settle any claim or"suit"that may result. But: (1) The amount we will pay for damages is limited as described in Section III — Limits Of Insurance; and (2) Our right and duty to defend end when we have used up the applicable limit of insurance in the payment of judgments or settlements under this coverage. No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments. b. This insurance applies to "bodily injury by accident"or"bodily injury by disease"only if: (1) The: (a) "Bodily injury by accident" or "bodily injury by disease" takes place in the "coverage territory"; (b) "Bodily injury by accident" or "bodily injury by disease" arises out of and in the course of the injured "employee's" employment by you; and (c) "Employee", at the time of the injury, was covered under a worker's compensation policy and subject to a "workers compensation law" of Washington; and (2) The: (a) "Bodily injury by accident" is caused by an accident that occurs during the policy period; or (b) "Bodily injury by disease" is caused by or aggravated by conditions of employment by you and the injured "employee's" last day of last exposure to the conditions causing or aggravating such "bodily injury by disease" occurs during the policy period. c. The damages we will pay, where recovery is permitted by law, include damages: (1) For: (a) Which you are liable to a third party by reason of a claim or "suit" against you by that third party to recover the damages claimed against such third party as a result of injury to your"employee"; (b) Care and loss of services; and (c) Consequential "bodily injury by accident" or "bodily injury by disease" to a spouse, child, parent, brother or sister of the injured "employee"; provided that these damages are the direct consequence of "bodily injury by accident" or "bodily injury by disease" that arises out of and in the course of the injured "employee's" employment by you; and (2) Because of "bodily injury by accident" or "bodily injury by disease" to your "employee"that arises out of and in the course of employment, claimed against you in a capacity other than as employer. 2. Exclusions This insurance does not apply to: Stop Gap-Washington 2/06 Page 2 of 5 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA a. Intentional Injury "Bodily injury by accident" or "bodily injury by disease" intentionally caused or aggravated by you, or "bodily injury by accident" or "bodily injury by disease" resulting from an act which is determined to have been committed by you if it was reasonable to believe that an injury is substantially certain to occur. b. Fines Or Penalties Any assessment, penalty, or fine levied by any regulatory inspection agency or authority. c. Statutory Obligations Any obligation of the assured under a workers' compensation, disability benefits or unemployment compensation law or any similar law. d. Contractual Liability Liability assumed by you under any contract or agreement. e. Violation Of Law "Bodily injury by accident" or "bodily injury by disease" suffered or caused by any employee while employed in violation of law with your actual knowledge or the actual knowledge of any of your"executive officers". f. Termination, Coercion Or Discrimination Damages arising out of coercion, criticism, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation, discrimination against or termination of any "employee", or arising out of other employment or personnel decisions concerning the assured. g. Failure To Comply With "Workers Compensation Law' "Bodily injury by accident"or"bodily injury by disease"to an "employee"when you are: (1) Deprived of common law defenses; or (2) Otherwise subject to penalty; because of your failure to secure your obligations or other failure to comply with any "workers compensation law". h. Violation Of Age Laws Or Employment Of Minors "Bodily injury by accident" or "bodily injury by disease" suffered or caused by any person: (1) Knowingly employed by you in violation of any law as to age; or (2) Under the age of 14 years, regardless of any such law. i. Federal Laws Any premium, assessment, penalty, fine, benefit, liability or other obligation imposed by or granted pursuant to: (1) The Federal Employer's Liability Act (45 USC Section 51-60); (2) The Non-appropriated Fund Instrumentalities Act (5 USC Sections 8171-8173); (3) The Longshore and Harbor Workers' Compensation Act (33 USC Sections 910- 950); (4) The Outer Continental Shelf Lands Act (43 USC Section 1331-1356); (5) The Defense Base Act (42 USC Sections 1651-1654); (6) The Federal Coal Mine Health and Safety Act of 1969 (30 USC Sections 901-942); (7) The Migrant and Seasonal Agricultural Worker Protection Act (29 USC Sections 1801-1872); (8) Any other workers compensation, unemployment compensation or disability laws or any similar law; or (9) Any subsequent amendments to the laws listed above. Stop Gap-Washington 2/06 Page 3 of 5 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA j. Punitive Damages Multiple, exemplary or punitive damages. k. Crew Members "Bodily injury by accident" or "bodily injury by disease" to a master or member of the crew of any vessel or any member of the flying crew of an aircraft. B. The Supplementary Payments provisions apply to Coverage —Stop Gap Employers Liability as well as to Coverages A and B. C. For the purposes of this endorsement, Section II — Who Is An Assured, is replaced by the following: If you are designated in the Declarations as: 1. An individual, you and your spouse are assureds, but only with respect to the conduct of a business of which you are the sole owner. 2. A partnership or joint venture, you are an assured. Your members, your partners, and their spouses are also assureds, but only with respect to the conduct of your business. 3. A limited liability company, you are an assured. Your members are also assureds, but only with respect to the conduct of your business. Your managers are assureds, but only with respect to their duties as your managers. 4. An organization other than a partnership, joint venture or limited liability company, you are an assured. Your "executive officers" and directors are assureds, but only with respect to their duties as your officers or directors. Your stockholders are also assureds, but only with respect to their liability as stockholders. No person or organization is an assured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Assured in the Declarations. D. For the purposes of this endorsement, Section III — Limits Of Insurance, is replaced by the following: 1. The Limits of Insurance shown in the Schedule of this endorsement and the rules below fix the most we will pay regardless of the number of: a. Assureds; b. Claims made or"suits" brought; or c. Persons or organizations making claims or bringing "suits". 2. The "Bodily Injury By Accident" — Each Accident Limit shown in the Schedule of this endorsement is the most we will pay for all damages covered by this insurance because of "bodily injury by accident"to one or more "employees" in any one accident. 3. The "Bodily Injury By Disease" — Aggregate Limit shown in the Schedule of this endorsement is the most we will pay for all damages covered by this insurance and arising out of "bodily injury by disease", regardless of the number of "employees" who sustain "bodily injury by disease". 4. Subject to Paragraph D.3. of this endorsement, the "Bodily Injury By Disease" — Each "Employee" Limit shown in the Schedule of this endorsement is the most we will pay for all damages because of"bodily injury by disease"to any one "employee". The limits of the coverage apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. E. For the purposes of this endorsement, Condition 2. — Duties In The Event Of Occurrence, Claim Or Suit of the Conditions Section IV is deleted and replaced by the following: 2. Duties In The Event Of Injury, Claim Or Suit a. You must see to it that we or our agent are notified as soon as practicable of a "bodily injury by accident" or "bodily injury by disease" which may result in a claim. To the extent possible, notice should include: Stop Gap-Washington 2/06 Page 4 of 5 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA (1) How, when and where the "bodily injury by accident" or "bodily injury by disease" took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury. b. If a claim is made or"suit" is brought against any assured, you must: (1) Immediately record the specifics of the claim or"suit" and the date received; and (2) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. You and any other involved assured must: (1) Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the injury, claim, proceeding or"suit"; (2) Authorize us to obtain records and other information; (3) Cooperate with us and assist us, as we may request, in the investigation or settlement of the claim or defense against the "suit"; (4) Assist us, upon our request, in the enforcement of any right against any person or organization which may be liable to the assured because of injury to which this insurance may also apply; and (5) Do nothing after an injury occurs that would interfere with our right to recover from others. d. No assured will, except at that assured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without our consent. F. For the purposes of this endorsement, Paragraph 4. of the Definitions Section is replaced by the following: 4. "Coverage territory" means: a. The United States of America (including its territories and possessions), Puerto Rico and Canada; b. International waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in a. above; or c. All other parts of the world if the injury or damage arises out of the activities of a person whose home is in the territory described in a. above, but who is away for a short time on your business; provided the assured's responsibility to pay damages is determined in the United States (including its territories and possessions), Puerto Rico, or Canada, in a suit on the merits according to the substantive law in such territory, or in a settlement we agree to. G. The following are added to the Definitions Section: 1. 'Workers Compensation Law" means the Workers Compensation Law and any Occupational Disease Law of Washington. This does not include provisions of any law providing non-occupational disability benefits. 2. "Bodily injury by accident" means bodily injury, sickness or disease sustained by a person, including death, resulting from an accident. A disease is not "bodily injury by accident" unless it results directly from "bodily injury by accident". 3. "Bodily injury by disease" means a disease sustained by a person, including death. "Bodily injury by disease" does not include a disease that results directly from an accident. H. For the purposes of this endorsement, the definition of"bodily injury" does not apply. Stop Gap-Washington 2/06 Page 5 of 5 Docusign Envelope ID: 9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA Endorsement No.:19 This Endorsement attaches to and forms part of Policy No.: NACL00767-10 In the name of: Medicine Creek Enterprise Corporation (See Schedule of Named 011111/4 INSURANCE GROUP Assureds) Effective date of this Endorsement is 12:01 a.m., August 2, 2023 DESIGNATED CONSTRUCTION PROJECT(S) ANNUAL AGGREGATE LIMIT Designated Construction Project(s): When Required by and Per Written Contract or Agreement A. For all sums which the Assured becomes legally obligated to pay as damages caused by "occurrences" under Coverage Pad I -- Insuring Agreement A.—General Liability which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Project Annual Aggregate Limit applies to each designated construction project and that limit is equal to the amount of the Annual Aggregate Limit shown in the Declarations. 2. The Designated Construction Project Annual Aggregate Limit is the most we will pay for the sum of all damages under Insuring Agreement A., except damages because of"bodily injury" or"property damage" included in the "products-completed operations" hazard regardless of the number of: a. Assureds; b. Claims made or"suits"brought; or c. Persons or organizations making claims or bringing "suits" 3. Any payments made under Insuring Agreement A. for damages shall reduce the Designated Construction Project Annual Aggregate Limit for that designated construction project. Such payments shall not reduce the Annual Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project Annual Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Damage to Premises Rented to you continue to apply. However, instead of being subject to the Annual Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project Annual Aggregate Limit. B. For all sums which the Assured becomes legally obligated to pay as damages caused by "occurrences" under Insuring Agreement A which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: Endt Designated Constr Proj Ann Agg Lmt ed.2-10 Page 1 of 2 Docusign Envelope ID:9290788D-CE55-4E26-90E5-0E21 B5B2F1 DA 1. Any payments made under Insuring Agreement A for damages shall reduce the amount available under the Annual Aggregate Limit or the Products— Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project Annual Aggregate Limit. C. When coverage for liability arising out of the"products-completed operations hazard is provided, any payments for damages because of"bodily injury" or"property damage" included in the "products-completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the Annual Aggregate Limit nor the Designated Construction Project Annual Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. All other Insuring Agreements not otherwise modified by this endorsement shall continue to apply as stipulated. Endt Designated Constr Proj Ann Agg Lmt ed.2-10 Page 2 of 2 This Page Intentionally Left Blank City of Bremerton 233-1896-174 Kitsap Lake Park Renovation Project 1-56 April 2024 Contract Documents—Bid Submittal • Performance Bond FINAL VOUCHER CONTRACT CERTIFICATE <Project Title><City Project Number>- <City Construction Contract Number> >(Contractor) hereby indicates agreement with, and acceptance of total Contract Price of, dollars, and cents $<0000000.00> including Washington State sales and/or use taxes, and the final Contract Time of<NNN>working day per section the . Full and final compensation for all Work performed in connection with the project has been received. (Contractor) does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, arising from performance of that Contract. I certify I am authorized to sign on behalf of (Contractor). The Contractor, , hereby certifies that all subcontractors, suppliers, and employees have been paid in accordance with the Contract Documents and all applicable laws, with the exception, that being Retainage, if any, remaining to be paid. Date Printed Name & Title: Certificate of Notary State of Washington County of I certify that I know or have satisfactory evidence that (name of person) is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the (type of authority, e.g., officer, trustee, etc.) of (name of party on behalf of whom instrument was executed) to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Signature (Seal or stamp) Title I, certify the Contract was physically complete on <DATE>, according to the provisions and the contractor has been paid in full. The City of Bremerton hereby accepts the completed contract pursuant to the Contract provisions. City of Bremerton Project Manager Date END OF CONTRACT FORMS City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-57 April 2024 Contract Documents-Bid Submittal Final Voucher Contract Certificate This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-58 April2024 Contract Documents—Bid Submittal Final Voucher Contract Certificate PART II SPECIAL PROVISIONS This Page Intentionally Left Blank TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS II-1 DIVISION 1 GENERAL REQUIREMENTS 11-3 DESCRIPTION OF WORK 11-3 1-01 DEFINITIONS AND TERMS 11-3 1-01.3 Definitions 11-3 1-02 BID PROCEDURES AND CONDITIONS 11-5 1-02.1 Prequalification of Bidders II-5 1-02.1 Qualifications of Bidder II-5 1-02.2 Plans and Specifications II-5 1-02.4 Examination of Plans, Specifications, and Site of Work 11-6 1-02.4(1) General 11-6 1-02.5 Proposal Forms 11-6 1-02.7 Bid Deposit 11-6 1-02.9 Delivery of Proposal 11-7 1-02.10 Withdrawing, Revising, or Supplementing Proposal 11-8 1-02.13 Irregular Proposals 11-9 1-02.14 Disqualification of Bidders 11-10 1-02.15 Pre-Award Information 11-13 1-03 AWARD AND EXECUTION OF CONTRACT 11-14 1-03.1 Consideration of Bids 11-14 1-03.3 Execution of Contract 11-14 1-03.4 Contract Bond 11-15 1-03.7 Judicial Review 11-16 1-04 SCOPE OF THE WORK 11-16 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 11-16 1-04.4 Changes 11-16 1-04.4(1) Minor Changes 11-16 1-04.6 Variation in Estimated Quantities 11-17 1-05 CONTROL OF WORK 11-17 1-05.4 Conformity with and Deviations from Plans and Stakes 11-17 1-05.6 Inspection of Work and Materials 11-20 1-05.11 Final Inspection 11-20 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-i April2024 Contract Documents—Bid Submittal Table of Contents 1-05.11 Final Inspections and Operational Testing 11-20 1-05.11(1) Substantial Completion Date 11-20 1-05.11(2) Final Inspection and Physical Completion Date 11-21 1-05.11(3) Operational Testing 11-21 1-05.13 Superintendents, Labor, and Equipment of Contractor 11-22 1-05.14 Cooperation With Other Contractors 11-22 1-05.15 Method of Serving Notices 11-22 1-05.16 Water and Power New Section 11-22 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 11-22 1-07.1 Laws to be Observed 11-22 1-07.2 State Taxes 11-23 1-07.2 Sales Tax 11-23 1-07.2(1) State Sales Tax - Rule 171 11-23 1-07.2(2) State Sales Tax - Rule 170 11-24 1-07.2(3) Services 11-24 1-07.6 Permits and Licenses 11-24 1-07.16 Protection and Restoration of Property 11-24 1-07.16(4) Archaeological and Historical Objects 11-24 1-07.17 Utilities and Similar Facilities 11-25 1-07.17(3) Protection of Existing Utilities New Section 11-25 1-07.18 Public Liability and Property Damage Insurance 11-26 1-07.18 Insurance 11-26 1-07.18(1) General Requirements 11-26 1-07.18(2) Additional Insured 11-27 1-07.18(3) Subcontractors 11-28 1-07.18(4) Verification of Coverage 11-28 1-07.18(5) Coverages and Limits 11-28 1-07.18(5)A Commercial General Liability 11-29 1-07.18(5)B Automobile Liability 11-29 1-07.18(5)C Workers' Compensation 11-29 1-07.18(5)K Professional Liability 11-29 1-07.23 Public Convenience and Safety 11-30 1-07.23(1) Construction Under Traffic 11-30 1-08 PROSECUTION AND PROGRESS 11-32 1-08.0 Preliminary Matters New Section 11-32 1-08.0(1) Preconstruction Conference New Section 11-32 City of Bremerton 233-1896-187 Haddon Park Renovation Project Il-ii April2024 Contract Documents-Bid Submittal Table of Contents 1-08.0(2) Hours of Work New Section 11-32 1-08.3 Progress Schedule 11-33 1-08.3(2) General Requirements 11-33 1-08.3(2)A Type A Progress Schedule 11-33 1-08.4 Prosecution of Work 11-34 1-08.5 Time for Completion 11-34 1-08.9 Liquidated Damages 11-34 1-09 MEASUREMENT AND PAYMENT 11-35 1-09.9 Payments 11-35 1-09.11 Disputes and Claims 11-37 1-09.11(3) Time Limitation and Jurisdiction 11-37 1-09.13 Claims Resolution 11-37 1-09.13(1) Conditions Precedent to Binding Arbitration or Litigation 11-37 1-09.13(1)A General 11-37 1-09.13(3) Arbitration 11-38 1-09.13(3)A Arbitration General 11-38 1-10 TEMPORARY TRAFFIC CONTROL 11-38 1-10.2 Traffic Control Management 11-38 1-10.2(1) General 11-38 1-10.2(2) Traffic Control Plans 11-39 1-10.5 Payment 11-39 DIVISION 2 EARTHWORK 11-41 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 11-41 2-02.1 Description 11-41 2-02.3 Construction Requirements 11-41 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 11-41 2-02.4 Vacant 11-42 2-02.4 Measurement 11-42 2-02.5 Payment 11-42 2-03 ROADWAY EXCAVATION AND EMBANKMENT 11-42 2-03.1 Description 11-42 2-03.3 Construction Requirements 11-43 2-03.3(14) Embankment Construction 11-43 2-03.3(14)J Gravel Borrow Including Haul 11-43 2-03.4 Measurement 11-43 2-03.5 Payment 11-43 City of Bremerton 233-1896-187 Haddon Park Renovation Project II-iii April2024 Contract Documents-Bid Submittal Table of Contents 2-07 WATERING 11-44 2-07.1 Description 11-44 DIVISION 4 BASES 11-45 4-04 BALLAST AND CRUSHED SURFACING 11-45 4-04.4 Measurement 11-45 4-04.5 Payment 11-45 DIVISION 5 47 SURFACE TREATMENTS AND PAVEMENTS 11-47 5-04 HOT MIX ASPHALT 11-47 5-04.1 Description 11-47 5-04.2 Materials 11-47 5-04.2(1) How to Get an HMA Mix Design on the QPL 11-48 5-04.2(1)A Vacant 11-48 5-04.2(2) Mix Design —Obtaining Project Approval 11-48 5-04.2(2)B Using Warm Mix Asphalt Processes 11-49 5-04.3 Construction Requirements 11-49 5-04.3(1) Weather Limitations 11-49 5-04.3(2) Paving Under Traffic II-50 5-04.3(3) Equipment II-50 5-04.3(3)A Mixing Plant II-50 5-04.3(3)B Hauling Equipment II-51 5-04.3(3)C Pavers II-51 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 11-52 5-04.3(3)E Rollers 11-53 5-04.3(4) Preparation of Existing Paved Surfaces 11-53 5-04.3(4)A Crack Sealing 11-54 5-04.3(4)A1 General 11-54 5-04.3(4)A2 Crack Sealing Areas Prior to Paving 11-55 5-04.3(4)A3 Crack Sealing Areas Not to be Paved 11-55 5-04.3(4)B Vacant 11-55 5-04.3(4)C Pavement Repair 11-55 5-04.3(5) Producing/Stockpiling Aggregates and RAP 11-56 5-04.3(5)A Vacant 11-56 5-04.3(6) Mixing 11-56 5-04.3(7) Spreading and Finishing 11-57 City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-iv April2024 Contract Documents—Bid Submittal Table of Contents 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 11-57 5-04.3(9) HMA Mixture Acceptance 11-57 5-04.3(9)A Vacant 11-59 5-04.3(9)B Vacant 11-59 5-04.3(9)C Mixture Acceptance - Nonstatistical Evaluation 11-59 5-04.3(9)C1 Mixture Nonstatistical Evaluation - Lots and Sublots 11-59 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling 11-59 5-04.3(9)C3 Mixture Nonstatistical Evaluation -Acceptance Testing 11-60 5-04.3(9)C4 Mixture Nonstatistical Evaluation - Pay Factors 11-60 5-04.3(9)C5 Vacant 11-60 5-04.3(9)C6 Mixture Nonstatistical Evaluation - Price Adjustments 11-60 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests 11-61 5-04.3 (9)D Mixture Acceptance -Commercial Evaluation 11-61 5-04.3(10) HMA Compaction Acceptance 11-61 5-04.3(10)A HMA Compaction -General Compaction Requirements 11-62 5-04.3(10)B HMA Compaction -Cyclic Density 11-63 5-04.3(10)C Vacant 11-63 5-04.3(10)D HMA Nonstatistical Compaction 11-63 5-04.3(10)D1 HMA Nonstatistical Compaction - Lots and Sublots 11-63 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation -Acceptance Testing 11-63 5-04.3(10)D3 HMA Nonstatistical Compaction - Price Adjustments 11-64 5-04.3(11) Reject Work 11-64 5-04.3(11)A Reject Work General 11-64 5-04.3(11)B Rejection by Contractor 11-64 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 11-64 5-04.3(11)D Rejection -A Partial Sublot 11-65 5-04.3(11)E Rejection -An Entire Sublot 11-65 5-04.3(11)F Rejection -A Lot in Progress 11-65 5-04.3(11)G Rejection -An Entire Lot (Mixture or Compaction) 11-65 5-04.3(12) Joints 11-65 5-04.3(12)A HMA Joints 11-65 5-04.3(12)A1 Transverse Joints 11-65 5-04.3(12)A2 Longitudinal Joints 11-66 5-04.3(12)B Bridge Paving Joint Seals 11-66 5-04.3(12)B1 HMA Sawcut and Seal 11-66 5-04.3(12)B2 Paved Panel Joint Seal 11-66 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-v April2024 Contract Documents-Bid Submittal Table of Contents 5-04.3(13) Surface Smoothness 11-66 5-04.3(14) Planing (Milling) Bituminous Pavement 11-67 5-04.3(14)A Pre-Planing Metal Detection Check 11-68 5-04.3(14)B Paving and Planing Under Traffic 11-68 5-04.3(14)B1 General 11-68 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan 11-69 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing 11-70 5-04.3(15) Sealing Pavement Surfaces 11-71 5-04.3(16) HMA Road Approaches 11-72 5-04.4 Measurement 11-72 5-04.5 Payment 11-72 DIVISION 6 STRUCTURES 11-73 6-23 REDI-ROCK RETAINING WALL NEW SECTION 11-73 6-23.1 Description New Section 11-73 6-23.2 Materials New Section 11-73 6-23.3 Construction Requirements New Section 11-73 6-23.4 Measurement New Section 11-74 6-23.5 Payment New Section 11-74 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 11-75 7-01 DRAINS 11-75 7-01.1 Description 11-75 7-01.4 Measurement 11-75 7-01.5 Payment 11-75 7-04 STORM SEWERS 11-75 7-04.3 Construction Requirements 11-75 7-04.3(1) Cleaning and Testing 11-75 7-04.4 Measurement 11-76 7-04.5 Payment 11-76 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 11-76 7-05.2 Materials 11-76 7-05.3 Construction Requirements 11-76 7-05.4 Measurement 11-77 7-05.5 Payment 11-77 City of Bremerton 233-1896-187 Haddon Park Renovation Project Il-vi April2024 Contract Documents—Bid Submittal Table of Contents 7-15 SERVICE CONNECTIONS 11-77 7-15.1 Description 11-77 7-15.2 Materials 11-78 7-15.3 Construction Requirements 11-78 7-15.3(1) Flushing and Disinfection 11-78 7-15.4 Measurement 11-78 7-15.5 Payment 11-78 7-18 SIDE SEWERS 11-79 7-18.1 Description 11-79 7-18.2 Materials 11-79 7-18.3 Construction Requirements 11-79 7-18.4 Measurement 11-79 7-18.5 Payment 11-80 7-19 SEWER CLEANOUTS 11-80 7-19.2 Materials 11-80 7-19.3 Construction Requirements 11-80 7-19.4 Measurement 11-80 7-19.5 Payment 11-80 DIVISION 8 MISCELLANEOUS CONSTRUCTION 11-81 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 11-81 8-01.1 Description 11-81 8-01.3 Construction Requirements 11-81 8-01.3(1) General 11-81 8-01.3(1)A Submittals 11-81 8-01.4 Measurement 11-81 8-01.5 Payment 11-81 8-02 ROADSIDE RESTORATION 11-82 8-02.1 Description 11-82 8-02.2 Materials 11-82 8-02.3 Construction Requirements 11-82 8-02.4 Measurement 11-83 8-02.5 Payment 11-83 8-03 IRRIGATION SYSTEMS 11-83 8-03.1 Description 11-83 8-03.4 Vacant 11-83 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-vii April2024 Contract Documents—Bid Submittal Table of Contents 8-03.4 Measurement 11-83 8-03.5 Payment 11-84 8-04 CURBS, GUTTERS, AND SPILLWAYS 11-84 8-04.4 Measurement 11-84 8-04.5 Payment 11-84 8-12 CHAIN LINK FENCE AND WIRE FENCE 11-84 8-12.1 Description 11-84 8-12.4 Measurement 11-84 8-12.5 Payment 11-85 8-14 CEMENT CONCRETE SIDEWALKS 11-85 8-14.1 Description 11-85 8-14.2 Materials 11-85 8-14.4 Measurement 11-85 8-14.5 Payment 11-85 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 11-86 8-20.1 Description 11-86 8-20.2 Materials 11-86 8-20.3 Construction Requirements 11-86 8-20.3(1) General 11-86 8-20.3(2) Excavating and Backfilling 11-86 8-20.3(5) Conduit 11-87 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes 11-87 8-20.4 Measurement 11-87 8-20.5 Payment 11-87 8-21 PERMANENT SIGNING 11-88 8-21.1 Description 11-88 8-21.4 Measurement 11-88 8-21.5 Payment 11-88 8-22 PAVEMENT MARKING 11-88 8-22.1 Description 11-88 8-22.2 Materials 11-88 8-22.3 Construction Requirements 11-88 8-22.4 Measurement 11-89 8-22.5 Payment 11-89 City of Bremerton 233-1896-187 Haddon Park Renovation Project II-viii April2024 Contract Documents—Bid Submittal Table of Contents 8-26 VACANT 11-89 8-26 PRE-ENGINEERED RESTROOM NEW SECTION 11-89 8-26.1 Description New Section 11-89 8-26.2 Materials New Section 11-89 8-26.3 Construction Requirements New Section 11-89 8-26.4 Measurement New Section 11-89 8-26.5 Payment New Section 11-89 8-32 VACANT 11-90 8-32 BASKETBALL HOOP INCLUDING FOOTING NEW SECTION 11-90 8-32.1 Description 11-90 8-32.2 Vacant 11-90 8-32.3 Vacant 11-90 8-32.4 Measurement 11-90 8-32.5 Payment 11-90 8-33 WHEEL STOPS NEW SECTION 11-90 8-33.1 Description 11-90 8-33.2 Materials 11-90 8-33.4 Measurement 11-90 8-33.5 Payment 11-91 8-34 PRE-ENGINEERED PICNIC SHELTER NEW SECTION 11-91 8-34.1 Description 11-91 8-34.2 Materials 11-91 8-34.3 Construction Requirements 11-91 8-34.4 Measurement 11-91 8-34.5 Payment 11-92 STANDARD PLANS 11-93 City of Bremerton 233-1896-187 Haddon Park Renovation Project 1-ix April2024 Contract Documents—Bid Submittal Table of Contents This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project II-x April2024 Contract Documents—Bid Submittal Table of Contents INTRODUCTION TO THE SPECIAL PROVISIONS The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2024 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter"Standard Specifications"). The Standard Specifications, as modified and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. City of Bremerton 233-1896-187 Haddon Park Renovation Project I1-1 April2024 Contract Documents—Bid Submittal Introduction to the Special Provisions This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-2 April2024 Contract Documents—Bid Submittal Introduction to the Special Provisions DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK This Contract provides for the improvement of Haddon Park, including demolition, earthwork, construction of subdrains, curbing, asphalt walkways, concrete slabs, modular block walls, asphalt pavement and overlay, pavement marking, signing, storm sewer, pre-engineered owner-provided picnic shelter, pre-engineered restroom, and landscaping. All work shall be performed in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (January 19, 2022 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-3 April2024 Contract Documents—Bid Submittal Division 1 Supplement this Section with the following: All references in the Standard Specifications or WSDOT General Special Provisions, to the terms "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to "State Materials Laboratory"shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for"Contract Bond"applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-4 April2024 Contract Documents—Bid Submittal Division 1 Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete Section 1-02.1 and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") "' 2 *** Furnished automatically upon award. Contract Provisions *** 2 *** Furnished automatically upon award. Large plans (e.g., 22" x 34") and Contract Provisions "' 0 *** Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-5 April2024 Contract Documents—Bid Submittal Division 1 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General Section 1-02.4(1) is supplemented with the following: The Reference Information used for this project is available for review by the bidder at the following location: ***Appendix D of these Specifications "' The Reference Information includes the following: "' Geotechnical Report "' 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-6 April2024 Contract Documents—Bid Submittal Division 1 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (January 4, 2024 APWA GSP, Option A) Delete this section and replace it with the following: DBE DOCUMENT SUBMITTAL REQUIREMENTS General Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: • DBE Utilization Certification (WSDOT 272-056) • DBE Written Confirmation Document(WSDOT 422-031)from each DBE firm listed on the Bidder's completed DBE Utilization Certification • Good Faith Effort (GFE) Documentation (if applicable) • DBE Bid Item Breakdown (WSDOT 272-054) Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any "Supplemental Information" (DBE confirmations, or GFE documentation) that is received after the time specified above, or received in a location other than that specified in the Call for Bids. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. DBE Utilization Certification (WSDOT Form 272-056) The DBE Utilization Certification shall be received at the same location and no later than the time required for delivery of the Proposal. The Contracting Agency will not open or consider any Proposal when the DBE Utilization Certification is received after the time City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-7 April2024 Contract Documents—Bid Submittal Division 1 specified for receipt of Proposals or received in a location other than that specified for receipt of Proposals. The DBE Utilization Certification may be submitted in the same envelope as the Bid deposit. DBE Written Confirmation (WSDOT Form 422-031) and/or GFE Documentation, (if applicable) The DBE Written Confirmation Documents and/or GFE Documents are not required to be submitted with the Proposal. The DBE Written Confirmation Document(s) and/or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. To be considered responsive, Bidders shall submit Written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification and/or the GFE as required by Section 1-02.6. DBE Bid Item Breakdown (WSDOT form 272-0 54) The DBE Bid Item Breakdown shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. The successful Bidder shall submit a completed DBE Bid Item Breakdown, however, minor errors and corrections to DBE Bid Item Breakdown will be returned for correction for a period up to five calendar days after bid opening (not including Saturdays, Sundays and Holidays) DBE Bid Item Breakdown that are still incorrect after the correction period will be determined to be non-responsive. The DBE Bid Item Breakdown will not be included as part of the executed Contract. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package,then its bid shall be considered withdrawn. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-8 April2024 Contract Documents—Bid Submittal Division 1 Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.13 Irregular Proposals (January 4, 2024 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The Bidder adds provisions reserving the right to reject or accept the Award, or enter into the Contract; c. A price per unit cannot be determined from the Bid Proposal; d. The Proposal form is not properly executed; e. The Bidder fails to submit or properly complete a subcontractor list (WSDOT Form 271-015), if applicable, as required in Section 1-02.6; f. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification (WSDOT Form 272-056), if applicable, as required in Section 1-02.6; g. The Bidder fails to submit Written Confirmations (WSDOT Form 422-031) from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidder's DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; h. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award in accordance with Section 1-07.11; i. The Bidder fails to submit a DBE Bid Item Breakdown (WSDOT Form 272-054), if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; j. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-9 April2024 Contract Documents—Bid Submittal Division 1 c. The authorized Proposal Form furnished by the Contracting Agency is not used or is altered; d. The completed Proposal form contains unauthorized additions, deletions, alternate Bids, or conditions; e. Receipt of Addenda is not acknowledged; f. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or g. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option B) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria 1-7 listed in this Section. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section. 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder does not owe delinquent taxes to the Washington State Department of Revenue, or if delinquent taxes are owed to the Washington State Department of Revenue, the Bidder must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-10 April2024 Contract Documents—Bid Submittal Division 1 established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub-tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project; • The owner and contact information for the owner; • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 5. Public Bidding Crime A. Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 6. Termination for Cause/Termination for Default A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-11 April2024 Contract Documents—Bid Submittal Division 1 B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 7. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts. As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets the supplemental criteria together with supporting documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with the Supplemental Criteria. The Contracting Agency reserves the right to request further documentation as needed from the low Bidder and documentation from other Bidders as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right to obtain information from third-parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder,the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-12 April2024 Contract Documents—Bid Submittal Division 1 additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1-02.15 Pre-Award Information Revise this section to read: Before awarding any contract,the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used including information regarding proposed substitutions for the pre-engineered restroom and Redi-Rock retaining wall. The statement shall contain sufficient information for the City to determine if the substitutions are "equal." The statement shall be provided to the Contracting Agency within five calendar days following the request. 2. Samples of these materials for quality and fitness tests. 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work. 4. A breakdown of costs assigned to any bid item. 5. Attendance at a conference with the Engineer or representatives of the Engineer. 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-13 April2024 Contract Documents—Bid Submittal Division 1 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (December 30, 2022 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.3 Execution of Contract (January 4, 2024 APWA GSP Option B) Revise this section to read: Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the successful Bidder shall provide the information necessary to execute the Contract to the Contracting Agency. The Bidder shall send the contact information, including the full name, email address, and phone number, for the authorized signer and bonding agent to the Contracting Agency. Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within ***5***calendar days after the award date,the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer of Coverage form for the Construction Stormwater General Permit with sections I, Ill, and VIII completed when provided. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of***10***additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-14 April2024 Contract Documents—Bid Submittal Division 1 1-03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on Contracting Agency-furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the president or vice president, unless accompanied by written proof of the authority City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-15 April2024 Contract Documents—Bid Submittal Division 1 of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1-03.7 Judicial Review (December 30, 2022 APWA GSP) Revise this section to read: All decisions made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (December 30, 2022 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Standard Specifications, 6. Contracting Agency's Standard Plans or Details (if any), and 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.4 Changes (January 19, 2022 APWA GSP) The first two sentences of the last paragraph of Section 1-04.4 are deleted. 1-04.4(1) Minor Changes (May 30, 2019 APWA GSP) Delete the first paragraph and replace it with the following: Payments or credits for changes amounting to *** $10,000"' or less may be made under the Bid item"Minor Change". At the discretion of the Contracting Agency,this procedure for Minor City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-16 April2024 Contract Documents—Bid Submittal Division 1 Changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4, Changes. All "Minor Change" work will be within the scope of the Contract Work and will not change Contract Time. 1-04.6 Variation in Estimated Quantities Section 1-04.6 is supplemented with the following: Unit quantities have been entered into the Proposal only to provide a common proposal for bidders. Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of final quantity. These bid items shall not be subject to the provisions of 1-04.6 of the Standard Specifications. 1-05 CONTROL OF WORK 1-05.4 Conformity with and Deviations from Plans and Stakes Section 1-05.4 is supplemented with the following: (January 13, 2021 WSDOT GSP, Option 2) Contractor Surveying - Roadway The Contracting Agency has provided primary survey control in the Plans. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-17 April2024 Contract Documents—Bid Submittal Division 1 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-18 April2024 Contract Documents—Bid Submittal Division 1 The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made for the following bid item when included in the proposal: "Roadway Surveying", lump sum. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-19 April2024 Contract Documents—Bid Submittal Division 1 The lump sum contract price for"Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.6 Inspection of Work and Materials Section 1-05.6 is supplemented with the following: The Contractor shall coordinate and schedule all required inspections with the City of Bremerton Building Department and Washington State Labor and Industries. The Contractor shall coordinate directly with the City-supplied materials testing subconsultant for scheduling of testing and special inspections by the City. Costs for coordination shall be incidental to the other bid items. The Contractor shall provide at least 3 days of advance notice to the City and City-provided materials testing subconsultant. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-20 April2024 Contract Documents—Bid Submittal Division 1 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-21 April2024 Contract Documents—Bid Submittal Division 1 1-05.13 Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation With Other Contractors Section 1-05.14 is supplemented with the following: (March 13, 1995 WSDOT GSP, Option 1) Other Contracts Or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: "' PSE installation of service meter. *** 1-05.15 Method of Serving Notices (January 4, 2024 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be served and directed to the Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be written in paper format, hand delivered or sent via certified mail delivery service with return receipt requested to the Engineer's office. Electronic copies such as e- mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power New Section (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-22 April2024 Contract Documents—Bid Submittal Division 1 The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax— Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-23 April2024 Contract Documents—Bid Submittal Division 1 in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax— Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.6 Permits and Licenses Section 1-07.6 is supplemented with the following: The following permits will be acquired by the City of Bremerton: Site Development, Grading, and Building Permits. The Contractor shall obtain and bear all cost of obtaining all other required permits and licenses for the Work including but not limited to the City's Sewer Connection Permit and permit(s) for electrical work. 1-07.16 Protection and Restoration of Property 1-07.16(4) Archaeological and Historical Objects Section 1-07.16(4) is supplemented with the following: The Contractor shall provide 1 week notice for cultural resources (CRC) to be on site for any work that is performed in the historic landfill area which exceeds 12 inches in depth. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-24 April2024 Contract Documents—Bid Submittal Division 1 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP, Option 1) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: ' Storm Drainage Telephone City of Bremerton CenturyLink (Lumen) Contact: Gunnar Fridriksson, P.L.S., P.E. Contact: Michelle Palmer 345 6th Street Ste. 100 SR Network Implementation Bremerton, WA 98337 Program Manager/EPA (360) 473-57580 411 Kaiser Road SW Gunnar.Fridrikssonaci.bremerton.wa.us Olympia, WA 98502 Water/Sanitary (253) 458-6578 City of Bremerton (360) 451-7065 cell Contact: William Davis, P.E. Michelle.Palmer(cLumen.com 345 6th Street Ste. 100 Power Bremerton, WA 98337 Puget Sound Energy (360) 473-2312 Contact: Errol Burgos william.davis@ci.bremerton.wa.us 6522 Kitsap Way Gas Bremerton, WA 98312 Cascade Natural Gas Co. (425) 324-5341 Contact: Shawn O'Neill Errol.burgosLa�pse.com 6313 Kitsap Way Cable Bremerton, WA 98310 Comcast (360) 328-6845 Contact: John Doane shawn.oneill(c cncic.com 1225 Sylvan Way Fiber Optic Cable Bremerton, WA 98310 Convergence Technologies (253) 508-2081 Contact: John Stockwell JohnDoaneP,cable.comcast.com 900 Sheridan Road Fiber Optic Cable Bremerton, WA 98310 Kitsap Co. PUD (360) 405-1231 Contact: Sam Smelcer iohn@nw-commnet.com 1431 Finn Hill Road Poulsbo, WA 98370 (360) 626-7744 smelcer@kpud.orq *** Add the following new section: 1-07.17(3) Protection of Existing Utilities New Section Description The Contractor shall provide protection of all existing and relocated utility facilities crossing the work areas during construction. All utilities shall remain fully operational throughout the life of this contract unless otherwise stated in these Special Provisions. The Contractor shall City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-25 April 2024 Contract Documents-Bid Submittal Division 1 be responsible for coordinating with the Engineer and the utility owners during any relocation of the utilities and for coordinating on-site inspections by the utility if required. Costs for such on-site inspections shall be paid by others. The Contractor shall perform utility locates prior to digging as required by applicable Washington State regulations. Locates shall include identifying and locating all public and private utilities located within the ROW or on private property within the project limits. Utilities within and adjacent to work areas that could potentially by damaged by the work shall be "potholed" and exposed so that they may be located with precision. Excavation immediately adjacent to existing utilities shall be by hand methods in compliance with Washington State requirements. Payment Payment will be made for the following Bid item when it is included on the Proposal: "Pothole Existing Utility", per each. The unit contract price for"Pothole Existing Utility"shall be full pay for all labor,tools, materials and equipment necessary to complete the work, including locating, pot holing, and for any costs incurred by the Contractor due to the loss of work efficiency as a result of utility relocation by others or the requirement to work adjacent to the relocated utilities. 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2024 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims-made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made and state the retroactive date. Claims- made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-26 April2024 Contract Documents—Bid Submittal Division 1 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self-insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. I. Under no circumstances shall a wrap up policy be obtained, for either initiating or maintaining coverage, to satisfy insurance requirements for any policy required under this Section. A "wrap up policy" is defined as an insurance agreement or arrangement under which all the parties working on a specified or designated project are insured under one policy for liability arising out of that specified or designated project. 1-07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • "' Parametrix, Inc. "' The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-27 April2024 Contract Documents—Bid Submittal Division 1 1-07.18(3) Subcontractors The Contractor shall cause each subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by subcontractors. The Contractor shall ensure that all subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-28 April2024 Contract Documents—Bid Submittal Division 1 All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self- insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $2,000,000 Each Occurrence $3,000,000 General Aggregate $3,000,000 Products & Completed Operations Aggregate $2,000,000 Personal & Advertising Injury each offence $2,000,000 Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1-07.18(5)K Professional Liability (December 30, 2022 APWA GSP) The Contractor and/or its subcontractor(s) and/or its design consultant providing construction management, value engineering, or any other design-related non-construction professional City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-29 April2024 Contract Documents—Bid Submittal Division 1 services shall provide evidence of Professional Liability insurance covering professional errors and omissions. Such policy shall provide the following minimum limits: $1,000,000 per claim and annual aggregate If the scope of such design-related professional services includes work related to pollution conditions, the Professional Liability insurance shall include coverage for Environmental Professional Liability. If insurance is on a claims-made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in roadway elevation) left exposed to traffic during nonworking hours. Unless otherwise specified in the Traffic Control Plan, drop-offs left exposed to traffic during nonworking hours shall be protected as follows with an accepted traffic control plan submittal in accordance with Section 1-10.2(2): 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists of the condition. 2. Drop-offs more than 0.10 foot that are in the Traveled Way or Auxiliary Lane will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below. 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the Traveled Way shall be protected with appropriate warning signs and further protected by having one of the following: a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. b. Channelizing devices (Type I barricades, plastic safety drums, or other devices 36 inches or more in height) placed along the traffic side of the drop-off and a new edge of pavement stripes placed a minimum of 3 feet from the drop-off. The maximum spacing between the devices in feet shall be the posted speed in miles per hour. Pavement drop-off warning signs shall be placed in advance and throughout the drop-off treatment. c. A temporary concrete barrier, temporary steel barrier, or other approved traffic barrier installed on the traffic side of a drop-off with a new edge line placed a City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-30 April2024 Contract Documents—Bid Submittal Division 1 minimum of 2-feet from the traffic face of the barrier. The barrier shall have a lateral offset from the edge of the drop-off to the back of the barrier as follows: i. A minimum offset of 3-feet for temporary Type F or Type 2 concrete barrier when not anchored. ii. A minimum offset of 1-foot for temporary Type F or Type 2 concrete barrier when anchored on hot mix asphalt pavement as shown on WSDOT Standard Plans C-60.10 or K-80.35. iii. A minimum offset of 1-foot for temporary Type F concrete barrier when anchored on cement concrete pavement as shown on WSDOT Standard Plan C-60.10. iv. A minimum offset of 9-inches for temporary Type F or Type 2 concrete barrier when anchored on cement concrete pavement and/or concrete bridge decks as shown on WSDOT Standard Plan K-80.35. v. A minimum offset of 6-inches or 9-inches for temporary Type F or Type 2 narrow base concrete barrier when anchored on cement concrete pavement and concrete bridge decks as shown on WSDOT Standard Plan K-80.37. vi. A minimum offset following manufacturer recommendations for temporary steel barrier when not anchored; or when anchored on hot mix asphalt pavement, cement concrete pavement, or concrete bridge decks. vii. A minimum offset as directed by the Engineer for any barrier type or configuration not shown in this Section. An approved terminal, flare, or impact attenuator is required at the approach end of the barrier run, and is required at the trailing end of a barrier run in two-way operations when shown in the plans or as directed by the Engineer. 4. Drop-offs more than 0.50 foot not within the Traveled Way or Auxiliary Lane shall be protected with appropriate warning signs and further protected as indicated in 3a, 3b, or 3c if all of the following conditions are met: a. The drop-off is less than 2 feet; b. The total length throughout the project is less than 1 mile; c. The drop-off does not remain for more than 3 working days; d. The drop-off is not present on any of the holidays listed in Section 1-08.5; and e. The drop-off is only on one side of the Roadway. 5. Drop-offs more than 0.50 foot that are not within the Traveled Way or Auxiliary Lane and are not otherwise covered by No. 4 above shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-31 April2024 Contract Documents—Bid Submittal Division 1 6. Open trenches within the Traveled Way or Auxiliary Lane shall have a steel-plate cover placed and anchored over them. A wedge of suitable material, if required, shall be placed for a smooth transition between the pavement and the steel plate. Warning signs shall be used to alert motorists of the presence of the steel plates. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters New Section (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference New Section (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor,the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work New Section (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above,the request must be submitted in writing City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-32 April2024 Contract Documents—Bid Submittal Division 1 prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than "' 5 days *** prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. 1-08.3 Progress Schedule 1-08.3(2) General Requirements 1-08.3(2)A Type A Progress Schedule (December 30, 2022 APWA GSP) Revise this section to read: The Contractor shall submit *** 5 *** copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-33 April2024 Contract Documents—Bid Submittal Division 1 1-08.4 Prosecution of Work The first sentence of Section 1-08.4 is revised to read: (August 7, 2006 WSDOT GSP, Option 3) The Contractor shall begin work no earlier than *** May 1, 2024'. Delete the remainder of this section in its entirety, and replace it with the following: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within five days of the Notice to Proceed Date, or on May 1, 2022, whichever is later. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion The third paragraph of Section 1-08.5 is revised to read: (August 7, 2006 WSDOT Option 2) Contract time shall begin on the first working day. The first working day shall be *** within 5 days following the notice to proceed date or May 1, 2024, whichever is later "'. Section 1-08.5 is supplemented with the following: (March 13, 1995 WSDOT GSP, Option 7) This project shall be physically completed within ***60*** working days. 1-08.9 Liquidated Damages (March 3, 2021 APWA GSP, Option B) Revise the second and third paragraphs to read: Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-34 April2024 Contract Documents—Bid Submittal Division 1 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD=0.15C/T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments (December 30, 2022 APWA GSP) Section 1-09.9 is revised to read: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference,to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-35 April2024 Contract Documents—Bid Submittal Division 1 The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. Failure to perform obligations under the Contract by the Contractor may be decreed by the Contracting Agency to be adequate reason for withholding any payments until compliance is achieved. Upon completion of all Work and after final inspection (Section 1-05.11), the amount due the Contractor under the Contract will be paid based upon the final estimate made by the Engineer and presentation of a Final Contract Voucher Certification to be signed by the Contractor. The Contractor's signature on such voucher shall be deemed a release of all claims of the Contractor unless a Certified Claim is filed in accordance with the requirements of Section 1-09.11 and is expressly excepted from the Contractor's certification on the Final Contract Voucher Certification. The date the Contracting Agency signs the Final Contract Voucher Certification constitutes the final acceptance date (Section 1-05.12). If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher Certification or any other documentation required for completion and final acceptance of the Contract, the Contracting Agency reserves the right to establish a Completion Date (for the purpose of meeting the requirements of RCW 60.28) and unilaterally accept the Contract. Unilateral final acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending establishment of a Completion Date and unilateral final acceptance will be provided by email with delivery confirmation from the Contracting Agency to the Contractor, which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30 calendar day period will City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-36 April2024 Contract Documents—Bid Submittal Division 1 begin on the date the email with delivery confirmation is received by the Contractor. The date the Contracting Agency unilaterally signs the Final Contract Voucher Certification shall constitute the Completion Date and the final acceptance date (Section 1-05.12). The reservation by the Contracting Agency to unilaterally accept the Contract will apply to Contracts that are Physically Completed in accordance with Section 1-08.5, or for Contracts that are terminated in accordance with Section 1-08.10. Unilateral final acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of their responsibility to comply with all Federal, State, tribal, or local laws, ordinances, and regulations that affect the Work under the Contract. Payment to the Contractor of partial estimates,final estimates, and retained percentages shall be subject to controlling laws. 1-09.11 Disputes and Claims 1-09.11(3) Time Limitation and Jurisdiction (December 30, 2022 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that all claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that all such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to all such claims or causes of action. It is further mutually agreed by the parties that when claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to all records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-09.13 Claims Resolution 1-09.13(1) Conditions Precedent to Binding Arbitration or Litigation 1-09.13(1)A General (December 30, 2022 APWA GSP) Revise this section to read: Prior to seeking claims resolution through arbitration or litigation, the Contractor shall proceed in accordance with Sections 1-04.5 and 1-09.11. The provisions of Sections 1-04.5 and 1-09.11 must be complied with in full as a condition precedent to the Contractor's right to seek claim resolution through binding arbitration or litigation. Any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be resolved, as prescribed herein, through binding arbitration or litigation. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-37 April2024 Contract Documents—Bid Submittal Division 1 The Contractor and the Contracting Agency mutually agree that those claims or causes of action which total $1,000,000 or less, which are not resolved by mediation, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. The Contractor and the Contracting Agency mutually agree that those claims or causes of action in excess of$1,000,000,which are not resolved by mediation, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3) Arbitration 1-09.13(3)A Arbitration General (January 19, 2022 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (October 3, 2022 WSDOT GSP, Option 1) The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 https:llwww.nwlett.edu Evergreen Safety Council 12545 135th Ave. N E Kirkland, WA 98034-8709 1-800-521-0778 https://www.esc.org City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-38 April 2024 Contract Documents-Bid Submittal Division 1 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 https://atssa.com/traininq Integrity Safety 13912 NE 20th Ave. Vancouver, WA 98686 (360) 574-6071 https://www.inteqritvsafetv.com US Safety Alliance (904) 705-5660 https://wmv.ussafetvalliance.com K&D Services Inc. 2719 Rockefeller Ave. Everett, WA 98201 (800) 343-4049 https://www.kndservices.net 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented with the following: Development of Temporary Traffic Control Plan Development of a Temporary Traffic Control Plan shall be the responsibility of the Contractor. Costs for the Temporary Traffic Control Plan shall be included in the lump sum costs for "Project Temporary Traffic Control". Applicable WSDOT Standard Plans are acceptable for the Contractors use in developing this Plan. The Contractor shall submit his Temporary Traffic Control Plan for the Engineer's review five working days prior to the Preconstruction Meeting. The Engineer shall review the Plan and at the Preconstruction Meeting give written approval or discuss the revisions required. Subsequent reviews or revisions, if required, shall be accomplished by the Engineer within 5 working days after submittal. No work shall be undertaken until the Contractor has written approval of the Temporary Traffic Control Plan. 1-10.5 Payment Section 1-10.5 is supplemented with the following: The lump sum contract price for"Project Temporary Traffic Control"shall include costs for the Temporary Traffic Control Plans. END OF DIVISION 1 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-39 April 2024 Contract Documents-Bid Submittal Division 1 This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-40 April2024 Contract Documents—Bid Submittal Division 1 DIVISION 2 EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description Section 2-02.1 is supplemented with the following: Removal of Obstructions Removal shall include but not be limited to all items on the Demolition Plans including the following specific items: 1. See Sheet DM1 a. Landscape timbers, b. Fences, c. Wooden bollards. Remove completely all existing asphalt and concrete pavement, catch basins, manholes, pipes, structures, and other improvements and facilities as shown on the Plans, as required for construction of the improvements, and not included in other removal bid items. All existing pavement, and other improvements and facilities to be removed shall be saw cut as needed unless otherwise specified in the Plans or by the Engineer. Existing catch basins and pipes to be abandoned shall be fully removed and disposed of. 2-02.3 Construction Requirements 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: The approximate thickness of the asphalt concrete pavement to be removed is 2 to 6 inches. Saw cutting of existing asphalt shall occur prior to the removal of the existing paved surface to assure even edges along the trench. To expedite construction, the Contractor may break pavement with a backhoe, jack hammer, or similar piece of equipment provided the width is less than the final paving limits. Removal of pavement in this manner is for the Contractor's convenience and is considered incidental to removal. For final restoration in trench areas, remove pavement (asphalt and concrete) to a width of 2 feet on each side of the trench. The pavement shall be saw cut on a straight line to a tolerance of 0.5 inch in 10 feet, with a vertical cut. After removal of pavement or driveways and before surface restoration, all pavement and driveways that were damaged, displaced, or undermined will be trimmed to neat edges by sawing pavement to a depth of 3 inches or to the depth of existing pavement, whichever is City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-41 April2024 Contract Documents—Bid Submittal Division 2 greater. Unless the Engineer directs additional pavement removal, pavement removal and replacement beyond the pay limits or due to damage by the Contractor's equipment will be at the Contractor's expense. Contractor shall exercise care in removal of existing improvements to prevent damage from construction activities or equipment. This shall include damage from vibration equipment such as jack hammers. In particular, the Contractor shall protect existing sidewalks, curbs, gutters, and utility pole foundations due to construction activities in the roadway. 2-02.4 Vacant Section 2-02.4, including title, is replaced with the following: 2-02.4 Measurement Remove Asphalt Pavement Incl. Sawcutting shall be measured per square yard. 2-02.5 Payment Section 2-02.5 is supplemented with the following: The lump sum contract price for"Removal of Structures and Obstructions" shall be full pay for all labor, materials, tools, and equipment necessary for complete removal and disposal of all items necessary to complete the work not specifically included in the other bid items. This shall include sawcutting, breaking, grinding, loading, hauling, and disposal regardless of the thickness of material removed. "Remove Asphalt Pavement Incl. Sawcutting", per square yard. The unit contract price for the above bid item shall be full pay for all labor, materials, tools, and equipment necessary for completing the work as described in Section 2-02.1 including sawcutting, loading, hauling, and disposal regardless of the thickness of material removed. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 Description Section 2-03.1 is supplemented with the following: Roadway excavation shall include all excavation required to accomplish the work that is not paid for under other bid items. Structural fill soils shall include a combination of gravel borrow including haul and native soils used as structural fill. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-42 April2024 Contract Documents—Bid Submittal Division 2 2-03.3 Construction Requirements 2-03.3(14) Embankment Construction 2-03.3(14)J Gravel Borrow Including Haul Section 2-03.3(14)J is supplemented with the following: Native material is suitable for backfill at this site in landscape and asphalt path areas in accordance with the geotechnical report. Native material shall be used as backfill to the greatest extent possible. This material is quantified as "Roadway Excavation Incl. Haul" per the measurement and payment sections below. 2-03.4 Measurement Section 2-03.4 is supplemented with the following: Gravel Borrow Incl. Haul shall be measured per ton as determined by truck weight tickets provided by the gravel supplier. Scales used to weigh the trucks shall be certified in accordance with the WSDOT standard specifications. Measurement for"Roadway Excavation Incl. Haul" per cubic yard shall include a comparison of the existing ground surface as measured by the existing site topographic map and the subgrade surface as determined by neat line. Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation including haul will be based on the original ground elevations recorded previous to the award of this contract. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. 2-03.5 Payment Section 2-03.5 is supplemented with the following: "Gravel Borrow Incl. Haul", per ton. The per ton contract price for "Gravel Borrow Incl. Haul" shall be full pay for furnishing the material, incorporating broken up concrete rubble, spreading, placing, and compacting the soil and broken up rubble in place. "Roadway Excavation Incl. Haul", per cubic yard. The unit contract price for"Roadway Excavation Incl. Haul" shall be full pay for all excavation, haul, placement on site as fill, spreading, and compaction. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-43 April2024 Contract Documents—Bid Submittal Division 2 2-07 WATERING 2-07.1 Description Section 2-07.1 is supplemented with the following: Water may be obtained from City hydrants. The Contractor will be required to deposit $3,000 for rental of a hydrant meter and backflow preventer assembly with the Engineer. No charge for water will be made unless there is obvious waste. Engineer can provide direction for obtaining a hydrant meter. All costs for obtaining water for the project shall be included in the costs for other bid items. END OF DIVISION 2 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-44 April2024 Contract Documents—Bid Submittal Division 2 DIVISION 4 BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.4 Measurement Replace Section 4-04.4 with the following: Measurement for permeable ballast, crushed surfacing top course, and crushed surfacing base course shall be by the ton of material delivered, placed, and compacted. Duplicate load tickets shall accompany each load of ballast and crushed surfacing material delivered to the project and given to the City's on-site project representative. The tickets shall bear at least the following information: 1. Truck number. 2. Number of tons in the load. 3. Truck tare weight. 4. Gross truck weight stamped at the material source. 5. Date and time of delivery. 6. Place for receipting by the Engineer. 7. Pay item number and contract number. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. It shall be the Contractor's responsibility to see that a certified load ticket is given to the Engineer's representative on the project and receipted by the representative at the time of delivery for each truckload of crushed surfacing delivered. 4-04.5 Payment Replace Section 4-04.5 with the following: Payment for "Crushed Surfacing Top Course", per ton shall be full pay for excavation, haul, furnishing, and placing and compacting the imported crushed surfacing material, complete. END OF DIVISION 4 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-45 April2024 Contract Documents—Bid Submittal Division 4 This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-46 April2024 Contract Documents—Bid Submittal Division 4 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT Delete Section 5-04, Hot Mix Asphalt, and replace it with the following: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (VMAA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-47 April2024 Contract Documents—Bid Submittal Division 5 content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. Construct 4 In. HMA Path Instead of Concrete Path shall be constructed using Commercial HMA. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2(1)A Vacant 5-04.2(2) Mix Design —Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-48 April2024 Contract Documents—Bid Submittal Division 5 The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-49 April2024 Contract Documents—Bid Submittal Division 5 Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55°F 45°F 0.10 to .20 45°F 35°F More than 0.20 35°F 35°F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder — Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils,electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment — An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-50 April2024 Contract Documents—Bid Submittal Division 5 3. Heating of Asphalt Binder—The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials —The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer's recommendations City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-51 April2024 Contract Documents—Bid Submittal Division 5 shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMAwhen approved by the Engineer.Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-52 April2024 Contract Documents—Bid Submittal Division 5 To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations.When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-53 April2024 Contract Documents—Bid Submittal Division 5 joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1 h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width —fill with hot poured sealant. 2. Cracks greater than 1 inch in width —fill with sand slurry. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-54 April2024 Contract Documents—Bid Submittal Division 5 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: A. Cracks 1/4 inch to 1 inch in width —fill with hot poured sealant. B. Cracks greater than 1 inch in width —fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-55 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-56 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1" 0.35 feet HMA Class 3/4" and HMA Class 1/2" wearing course 0.30 feet other courses 0.35 feet HMA Class 3/8" 0.15 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical,the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-57 April2024 Contract Documents—Bid Submittal Division 5 HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances — The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va),the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Non-Statistical Commercial Aggregate Percent Passing Evaluation Evaluation 1", %", Y", and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments —An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates —2 percent for the aggregate passing the 1 Y", 1", Vd', Y", %", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content — The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-58 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance — Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with RASH-TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-59 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(9)C3 Mixture Nonstatistical Evaluation—Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation— Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1'/2", 1", 3/4", '/2", 3/"and No. 4 2 sieves All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation— Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-60 April 2024 Contract Documents-Bid Submittal Division 5 5-04.3(9)C7 Mixture Nonstatistical Evaluation — Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of$500 per sample. 5-04.3 (9)D Mixture Acceptance —Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-61 April2024 Contract Documents—Bid Submittal Division 5 Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item"Roadway Core"the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-62 April2024 Contract Documents—Bid Submittal Division 5 The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion,the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A$500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation —Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-63 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92%a Non-Conforming Compaction Factor(NCCF)will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material.Any such new material will be sampled,tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-64 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(11)D Rejection —A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection —An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection —A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection —An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1 V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-65 April2024 Contract Documents—Bid Submittal Division 5 be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-66 April2024 Contract Documents—Bid Submittal Division 5 When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing.See Section 5-04.3(14)B2 for information on planning submittals. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-67 April2024 Contract Documents—Bid Submittal Division 5 A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. Atapered wedge cut must also be made at transitions to adjoining pavement surfaces(meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-68 April2024 Contract Documents—Bid Submittal Division 5 b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where peace officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-69 April2024 Contract Documents—Bid Submittal Division 5 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-70 April2024 Contract Documents—Bid Submittal Division 5 c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving — additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-71 April2024 Contract Documents—Bid Submittal Division 5 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Commercial HMA for Paths shall be measured per ton. Commercial HMA for Sports Court shall be measured per ton. Commercial HMA for Parking Lot shall be measured per ton. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "Commercial HMA for_", per ton. END OF DIVISION 5 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-72 April2024 Contract Documents—Bid Submittal Division 5 DIVISION 6 STRUCTURES Add the following new section and subsections: 6-23 REDI-ROCK RETAINING WALL NEW SECTION 6-23.1 Description New Section This work shall include construction of Redi-Rock Retaining Walls or approved equal as shown in the Plans. To be considered for approval as "equal", proposed substitute block wall shall substantially match the dimensions, form, and function of the Redi-Rock Wall system. The term "form" shall include the decorative texture on the face of the blocks. Proposed substitutions shall be decorative, commercially available pre-engineered concrete blocks intended for use in retaining wall systems. 6-23.2 Materials New Section Redi-Rock Retaining Wall System may be obtained by contacting: Puget Sound Precast 2206 121st Street East Tacoma, Washington 98445 253-531-2656 office awvc@psprecast.com 6-23.3 Construction Requirements New Section Redi-Rock retaining walls meeting the grades and lines shown in the Plans shall be designed by a Professional Engineer licensed in the State of Washington. The Contractor shall submit two sets of design calculations to the Engineer and two sets of shop drawings for the Engineer's approval. The Contractor shall affirm with the design calculations submitted with the shop drawings that the wall design conforms to the specified design criteria. The design calculations shall include, but not be limited to, analysis of the following elements: 1. Soil properties. 2. Wall height. 3. Seismic loading. All design calculations and shop drawings shall be stamped and signed by a Professional Engineer. All installation work shall be accomplished in accordance with the manufacturer's instructions. Contractor shall provide a copy of the instructions to the Engineer for approval 5 days prior to the preconstruction conference. Refer to Appendix D for the project's geotechnical report, which includes site information and recommendations pertinent to retaining wall design. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-73 April 2024 Contract Documents-Bid Submittal Division 6 6-23.4 Measurement New Section Redi-Rock Wall_ shall be measured per square foot of wall surface. Measurement of wall surface area shall include the face area of each block from top of block to bottom of block regardless of embedment depth. 6-23.5 Payment New Section Payment will be made for the following Bid items when they are included on the Proposal: "Redi-Rock Wall_", per square foot. All costs in connection with constructing the retaining walls shall be included in the unit contract price including, excavation, haul, disposal, support of adjacent slopes, CSTC, gravel backfill for drains, geotextile, perforated drain pipe, and solid wall drain pipe. END OF DIVISION 6 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-74 April2024 Contract Documents—Bid Submittal Division 6 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS 7-01.1 Description Section 7-01.1 is supplemented with the following: This Work consists of installing trench drain, subdrain, and downspout infiltration trench as shown and as detailed on the Plans. 7-01.4 Measurement Supplement Section 7-01.4 with the following: Downspout Infiltration Trench shall be measured per linear foot. 4 In. PVC Subdrain shall be measured per linear foot including slotted and solid wall pipe. Subdrain Cleanouts shall be measured per each. 7-01.5 Payment Section 7-01.5 is supplemented with the following: "Downspout Infiltration Trench", per linear foot. "4 In. PVC Subdrain", per linear foot. "Subdrain Cleanout", per each. The unit contract price for "Downspout Infiltration Trench", "4 In. PVC Subdrain", and "Subdrain Cleanout" shall be full pay for furnishing and installing the items complete, including excavation, haul, geotextile, backfill, pea gravel, 4-inch ADS slotted pipe, 4-inch ADS solid wall pipe, PVC fittings, and locate wire. 7-04 STORM SEWERS 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing Section 7-04.3(1) is supplemented with the following: The Contractor shall pass a mandrel through the installed pipe to ensure that debris is not passed through to the existing system. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-75 April2024 Contract Documents—Bid Submittal Division 7 7-04.4 Measurement Section 7-04.4 is supplemented with the following: Solid Wall PVC Storm Sewer Pipe _ In. Diam. shall be measured per linear foot. 7-04.5 Payment Section 7-04.5 is supplemented with the following: "Solid Wall PVC Storm Sewer Pipe _ In. Diam.", per linear foot. The unit contract price for"Solid Wall PVC Storm Sewer Pipe _ In. Diam." shall be full pay for pipe furnished and installed to the grade and elevations shown in the Plans, including excavation, haul, demolition of existing pipe where necessary, plugging existing pipe, pipe bedding, bypassing existing flow, installation, fittings, locate wire, backfill using native material, compaction, cleaning, and pressure testing, complete. Connections at the structure shall be considered incidental to this bid item. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.2 Materials Section 7-05.2 is supplemented with the following: Frames and grates shall be as shown in the Plans and as noted below: 1. Vaned grate shall conform to WSDOT Standard Plan B-30.30-00. Manholes and catch basins shall be constructed with precast components except that cast-in-place bases may be used where manholes are to be constructed in existing sewers. Manhole components shall conform to ASTM C478, except as otherwise and as additionally, specified or shown. Provide blockouts, unreinforced knockout, or core-drilled holes where pipes enter manholes and catch basins. Heights of wall sections shall be such that openings for pipes are not at base or wall section joints. Base, wall section, transition slab, and cone joints shall be rubber gasketed with confined rubber gaskets conforming to ASTM C443. Joints between adjustment rings, and cones, frames, and covers shall be premolded joint filler. Use sand collars at connections to structures when PVC pipe is used. Material for bedding beneath the structures shall be crushed surfacing top course material. 7-05.3 Construction Requirements Section 7-05.3 is supplemented with the following: Unless otherwise directed by the Engineer, catch basins and manholes constructed with precast base sections or cast-in-place sections shall be placed to grade upon 6 inches (minimum depth) of crushed surfacing top course material. Special care shall be taken to see that the openings through which pipes enter the structures are completely and firmly packed full of nonshrink grout to ensure watertightness. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-76 April2024 Contract Documents—Bid Submittal Division 7 Existing catch basins and manholes to be removed shall be removed completely (unless otherwise indicated) and the resulting excavation backfilled with approved native material or Gravel Borrow. Plastic pipe connections at the structure shall use a sand collar, be cut flush with the structure interior wall, and grouted in place. Piping connections at structures shall be considered incidental to the other work of pipe and structure installation. Unless shown otherwise on the Plans, all catch basins shall have a minimum sump depth of 18 inches from the invert of the lowest pipe to the bottom of the structure. All pipe openings constructed on the manhole and catch basins shall be core drilled, line drilled, or sawed to the dimension of the pipe to be inserted. Where the line drilling is the method used, the drilled holes must be interconnected. Line drilling shall be accomplished by the use of a small core drill or rotary hammer. Jackhammering shall not be allowed. Any damage to the manhole assembly shall be either repaired or replaced as determined by the Engineer. Repair or replacement shall be at the expense of the Contractor. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be seated in grout placed on the top course. A 3/8-inch-thick mortar lining shall be installed inside and out of the adjustment section to provide a smooth, watertight finish. 7-05.4 Measurement Section 7-05.4 is supplemented with the following: "Catch Basin Type_" shall be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented with the following: "Catch Basin Type_", per each. Payment for"Catch Basin Type_"shall include all costs for structure excavation, haul, shoring or extra excavation, crushed surfacing, backfill with structural fill, compaction, adjustment to finished grade, testing, and connection to existing storm sewer pipes. 7-15 SERVICE CONNECTIONS 7-15.1 Description Section 7-15.1 is supplemented with the following: This work shall include construction of a water service connection with pressure reducing valve (PRV) assembly and backflow preventer (RPBA) to the pre-engineered restroom or approved equal PRV and RPBA conforming to the City Standard Details in the Plans. The work involves connecting to the existing meter. The existing meter box shall be replaced with a new box and adjusted to finished grade. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-77 April2024 Contract Documents—Bid Submittal Division 7 7-15.2 Materials Section 7-15.2 is supplemented with the following: Service connection materials, RPBA assembly, and PRV assembly shall be as specified on the City Standard Details 5002, 5040, and 5075. RPBA shall be installed in restroom pipe chase area prior to PRV if needed. 7-15.3 Construction Requirements Section 7-15.3 is supplemented with the following: The service line shall be 1-1/2-inch Schedule 40 PVC. Provide and install fittings in the meter box per the standard detail to transition to the meter and private service line. 7-15.3(1) Flushing and Disinfection Replace Section 7-15.3(1) with the following: All service pipe and appurtenances shall be disinfected prior to connection to the existing meter. Service lines may be connected to the water main prior to water main disinfection and disinfected with the water main. In this case, angle meter valves shall be installed on the ends of the service lines prior to disinfection and the lines shall be flushed after filling of the main to ensure the service lines are filled with chlorinated water. After the main passes bacteriological testing and prior to connection to the meters the service lines shall be flushed to remove chlorinated water. If service lines are connected to the water main after disinfection and testing of the main, all service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting to the meter. 7-15.4 Measurement Section 7-15.4 is supplemented with the following: Service Connection 1 % In. Diam. Incl. PRV and RPBA shall be measured per each. No separate measurement for payment will be made for trench excavation, pipe bedding, trench backfill with structural fill, compaction, RPBA assembly, PRV assembly, meter box, and adjusting meter boxes to grade. 7-15.5 Payment The third paragraph of Section 7-15.5 is revised to read: "Service Connection 1-1/2 In. Diam. Incl. RPBA and PRV", per each. The unit contract price for "Service Connection 1-1/2 In. Diam. Incl. RPBA and PRV" shall be full pay for all the work, materials, and labor to replace water service as shown on the Plans, including but not limited to, potholing for location and material identification, excavating, trench backfill with structural fill, pipe bedding, compaction, locator wire, connecting to the existing meter valve, laying the pipe, fittings and appurtenances, testing, flushing, disinfection of the City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-78 April2024 Contract Documents—Bid Submittal Division 7 service connection, and connecting to the existing meter to provide a complete, active water service line from the meter box to the new water main. The meter box must be adjusted to grade. Removing existing meter boxes shall be incidental to this bid item. 7-18 SIDE SEWERS 7-18.1 Description Section 7-18.1 is supplemented with the following: This work consists of installing a gravity sewer lateral to service the pre-engineered restroom. 7-18.2 Materials Section 7-18.2 is supplemented with the following: Side sewers shall be PVC, ASTM D3034, DR 35 meeting the requirements of Section 9-30.1(5)A. Fittings shall be solvent-welded PVC and compatible with ASTM D3034 pipe. Compression couplings shall be elastomeric with stainless steel compression bands (Fernco or equal). 7-18.3 Construction Requirements Section 7-18.3 is supplemented with the following: The Contractor shall not backfill the lateral until inspected by the City. Couplings shall be supported with compacted gravel or CDF to prevent settling during backfill. Gravity sanitary sewer laterals shall be constructed per City of Bremerton Standard Detail 6040. 7-18.4 Measurement Section 7-18.4 is supplemented with the following: PVC Sanitary Sewer Pipe 6 In. Diam. shall be measured per linear foot. No separate measurement for payment will be made for trench excavation, pipe bedding, trench backfill, and compaction. No separate measurement for payment will be made for trench excavation, pipe bedding, trench backfill, compaction, and constructing the collection cleanout. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-79 April2024 Contract Documents—Bid Submittal Division 7 7-18.5 Payment Section 7-18.5 is supplemented with the following: "PVC Sanitary Sewer Pipe 6 In. Diam.", per linear foot. Payment for"PVC Sanitary Sewer Pipe 6 In. Diam." per linear foot shall be for new side sewer pipe installed and connected, including excavation, haul, demolition of existing pipe, bedding, installing new side sewer pipe, locator wire, backfill with structural fill and compaction, making connections at both ends, testing, and inspection to provide a complete and connected new sewer lateral from the main to the property line. 7-19 SEWER CLEANOUTS 7-19.2 Materials Section 7-19.2 is supplemented with the following: All materials for the new sewer cleanouts shall conform to the City of Bremerton Standard Details. 7-19.3 Construction Requirements Section 7-19.3 is supplemented with the following: Gravity sanitary sewer cleanouts and cast-iron cleanout covers shall be meet the requirements of City of Bremerton Standard Detail 6020. 7-19.4 Measurement Section 7-19.4 is supplemented with the following: PVC Sewer Cleanout 6 In. Diam. will be measured per each. 7-19.5 Payment Section 7-19.5 is supplemented with the following: "PVC Sewer Cleanout 6 In. Diam.", per each. The unit contract price for "PVC Sewer Cleanout 6 In. Diam." shall be full pay for all work, materials, labor, and equipment necessary or incidental to install these items, complete. This work includes excavation, haul, backfill, pipe bedding, compaction, laying and jointing the pipe, fittings, locate wire, testing, cleaning, installation of appurtenances required to make connections, concrete collar, cast iron ring, covers, and adjustment. END OF DIVISION 7 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-80 April2024 Contract Documents—Bid Submittal Division 7 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 Description Section 8-01.1 is supplemented with the following: This work includes tree protection, preparing and implementing a Temporary Erosion and Sedimentation Control (TESC) Plan, and providing a Certified Erosion and Sediment Control Lead (CESCL) to implement the TESC Plan. 8-01.3 Construction Requirements Section 8-01.3 is supplemented with the following: Tree protection fencing shall be constructed and approved prior to the start of site clearing and earth moving activities. The Contractor shall upload all TESC inspection reports to the City of Bremerton Contractor Portal "NPDES PRO." 8-01.3(1) General 8-01.3(1)A Submittals Section 8-01.3(1)A is supplemented with the following: The Contractor shall prepare and submit for approval temporary erosion and sediment control plan (TESC Plan) that meeting the basic requirements of an Ecology Stormwater Pollution Prevention Plan (SWPPP). The TESC Plan shall be submitted to the Engineer 10 working days prior to the start of clearing and grubbing. 8-01.4 Measurement Section 8-01.4 is supplemented with the following: Temporary Erosion and Sediment Control shall be measured per lump sum. Silt Fence shall be measured per linear foot. 8-01.5 Payment Section 8-01.5 is supplemented with the following: "Temporary Erosion and Sediment Control", per lump sum. The lump sum Contract price for "Temporary Erosion and Sediment Control" shall be full pay for all labor equipment material and overhead costs associated with implementing the TESC City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-81 April2024 Contract Documents—Bid Submittal Division 8 plan, including installing, maintaining, inspecting and repairing Best Management Practices (BMPs), and providing the ESC Lead. Costs for preparation of the TESC plan shall be incidental to this bid item. "Silt Fence", per linear foot. 8-02 ROADSIDE RESTORATION 8-02.1 Description Section 8-02.1 is supplemented with the following: This work shall also include placement of fine compost and hydroseeding. 8-02.2 Materials Section 8-02.2 is supplemented with the following: Hydroseed shall contain: • Erosion Control Seed Mix consisting of the following species weights of pure live seed (PLS): O 72 pounds PLS Chewings Red Fescue, O 90 pounds PLS Perennial Rye Blend, O 9 pounds PLS Redtop Bentgrass, O 9 pounds PLS White Dutch Clover. • Seed shall be applied at a rate of 180 pounds per acre. • Mulch shall be applied at a rate of 1,500 pounds per acre with 3 percent tackifier. • Fertilizer shall consist of 10-4-6 N-P-K slow release at a rate of 90 pounds per acre. 8-02.3 Construction Requirements Section 8-02.3 is supplemented with the following: Fine compost shall be spread in a 3-inch thick layer in landscape areas and rototilled into the top 6 inches of underlying soil to provide a nominal 8-inch thick layer of compost-amended soil. All landscaping and pavement areas damaged during the Work by the Contractors activities shall be restored to original condition. Adequacy of the restoration shall be determined by the Engineer. This Work shall be performed solely at the Contractors expense. Do not drive, park equipment, or place construction materials on prepared subgrades or installed fine compost once placed. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-82 April2024 Contract Documents—Bid Submittal Division 8 8-02.4 Measurement The first sentence of Section 8-02.4 is replaced with the following: 3 In. Fine Compost shall be measured per cubic yard. Contractor shall verify compost volumes by providing truck tickets or pay receipts provided by the material suppliers. 8-02.5 Payment Add the following to the third paragraph of Section 8-02.5: "3 In. Fine Compost", per cubic yard. The per cubic yard Contract price for"3 In. Fine Compost"shall include subgrade preparation, preparation, rototilling, placement, soil tests, amendments, materials, compaction, or other work required for completion of the work. "Hydroseed", per square yard. The per square yard Contract price for "Hydroseed" shall include all costs necessary to prepare the area, control weeds, supply seed, fertilizer and mulch to establish seeded areas and for furnishing all labor, tools, equipment, and materials necessary to complete the Work as specified. 8-03 IRRIGATION SYSTEMS 8-03.1 Description Section 8-03.1 is supplemented with the following: This Work consists of installing and marking location of installed irrigation sleeves as shown on the Plans. 8-03.4 Vacant Section 8-03.4, including title, is replaced with the following: 8-03.4 Measurement Irrigation Sleeves will be measured per linear foot. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-83 April2024 Contract Documents—Bid Submittal Division 8 8-03.5 Payment Section 8-03.5 is supplemented with the following: "Irrigation Sleeves", per linear foot. The unit contract price for"Irrigation Sleeves"shall include all costs for furnishing and installing the sleeves including, but not limited to 4-inch schedule 40 PVC pipe, excavation, subgrade preparation, and backfill. All sleeve locations shall be identified with stakes. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.4 Measurement Section 8-04.4 is supplemented with the following: Playground Perimeter Curb shall be measured per linear foot. Cement Conc. Traffic Curb Type C1 shall be measured per linear foot. 8-04.5 Payment Section 8-04.5 is supplemented with the following: "Playground Perimeter Curb", per linear foot. "Cement Conc. Traffic Curb Type C1", per linear foot. The unit contract price for "Playground Perimeter Curb" and "Cement Conc. Traffic Curb Type C1" shall include all costs for construction of these items including excavation, haul, CSTC, and subgrade preparation. 8-12 CHAIN LINK FENCE AND WIRE FENCE 8-12.1 Description Section 8-12.1 is supplemented with the following: This work consists of installing vinyl coated chain link fence as shown on the Plans. 8-12.4 Measurement Section 8-12.4 is supplemented with the following: 4 Ft. Tall Vinyl Coated Chain Link Fence shall be measured per linear foot. 3 Ft. Wide Vinyl Coated Chain Link Gate shall be measured per each. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-84 April2024 Contract Documents—Bid Submittal Division 8 8-12.5 Payment Section 8-12.5 is supplemented with the following: "4 Ft. Tall Vinyl Coated Chain Link Fence", per linear foot. The contract prices for "4 Ft. Tall Vinyl Coated Chain Link Fence" shall include all costs for furnishing and installing these items including concrete footings. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description Section 8-14.1 is supplemented with the following: This work includes construction of play area ramp and concrete slab for benches and picnic tables. 8-14.2 Materials Section 8-14.2 is supplemented with the following: All concrete shall be Class 3000. 8-14.4 Measurement Section 8-14.4 is supplemented with the following: 4 In. Concrete Slab for Benches and Picnic tables shall be measured per square yard. Play Area Ramp shall be measured per each. 8-14.5 Payment Section 8-14.5 is supplemented with the following: "4 In. Concrete Slab for Picnic Tables", per square yard. "Play Area Ramp", per each. The lump sum unit contract price for "Play Area Ramp" shall be full compensation for labor, equipment, and materials required to complete the work including excavation, haul, forming, and subgrade preparation. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-85 April2024 Contract Documents—Bid Submittal Division 8 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.1 Description Section 8-20.1 is supplemented with the following: This work shall include installing power to the restroom and picnic shelter as shown on the Plans. 8-20.2 Materials Section 8-20.2 is supplemented with the following: Materials shall be as specified in Section 9-29 of the Standard Specifications. 8-20.3 Construction Requirements 8-20.3(1) General Section 8-20.3(1) is supplemented with the following: No new work shall be installed as part of this Contract that are in conflict with any existing utilities, or the code required thereby. It shall be the Contractor's responsibility to locate all utilities whether above, on, or below the ground, and to protect against any and all damages arising from work under this project. At least 48 hours before digging, the Contractor shall call the Utilities Underground Locator Center (telephone: 1-800-424-5555). Contractor must maintain locates during the duration of the project once they have been identified. 8-20.3(2) Excavating and Backfilling Section 8-20.3(2) is supplemented with the following: Backfill for trenches may consist of select native backfill from the excavation providing that such material is free of organic material, clay, or other deleterious material. If sufficient material from the excavation is not available, as determined by the Engineer,the Contractor shall install gravel borrow for trench backfill. Gravel borrow shall be paid at the Contract unit price. All trenches shall be mechanically compacted by a power operated mechanical tamper or other mechanical compaction device approved by the Engineer. Compaction shall be in conformance with Section 2-30.3(14), Method C of the Standard Specifications. The temporary restoration of conduit trenches shall be as directed by the Engineer. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-86 April2024 Contract Documents—Bid Submittal Division 8 8-20.3(5) Conduit Section 8-20.3(5) is supplemented with the following: Galvanized rigid steel conduit shall be used at the following locations: 2. All conduit above ground. 3. All below grade 90 degree elbows. 2. All conduit between the picnic shelter footing foundation and the adjacent junction box. Schedule 80 rigid PVC conduit shall be used at all other locations. All galvanized conduit in contact with concrete shall be wrapped with 2-inch-wide, 10 mil-thick corrosion tape, half-lapped. All conduit installed underground shall have polyethylene Underground Hazard Marking Tape, detectable, 6 inches wide, red, legend "Caution-Electric Line Buried Below," placed approximately 12 inches above the conduit. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8-20.3(6) is supplemented with the following: Junction boxes shall be installed as needed to provide the electrical power connections and to assist with cable pulls. Junction boxes shall be Standard Duty Junction Box Type 1 with non-slip locking lid and shall conform to WSDOT Standard Plan J-40.10-04. 8-20.4 Measurement Section 8-20.4 is supplemented with the following: Electrical shall be measured per lump sum. 8-20.5 Payment Section 8-20.5 is supplemented with the following: "Electrical", per lump sum. The unit contract price for"Electrical"shall be full compensation for the costs of all labor,tools, equipment, and materials necessary and incidental for the work including excavation, haul, backfilling, conduit, wire, connections, wall penetrations, compaction, detectable marking tape, and junction boxes. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-87 April2024 Contract Documents—Bid Submittal Division 8 8-21 PERMANENT SIGNING 8-21.1 Description Section 8-21.1 is supplemented with the following: This Work consists of installing all signs and signposts as shown on the Plans. 8-21.4 Measurement Section 8-21.4 is supplemented with the following: Permanent Signing shall be measured per lump sum. 8-21.5 Payment Section 8-21.5 is supplemented with the following: "Permanent Signing", per lump sum. Payment for "Permanent Signing" per lump sum shall be full pay for furnishing and installing the signs and signposts, complete. 8-22 PAVEMENT MARKING 8-22.1 Description Section 8-22.1 is supplemented with the following: This Work consists of installing all paint lines, plastic access parking symbols, and sports court paint markings as shown on the Plans. 8-22.2 Materials Section 8-22.2 is supplemented with the following: The surface of the sports court shall be painted and meet American Sports Builders Association (ASBA) construction guidelines. All materials shall meet the requirements of ASBA construction guidelines. 8-22.3 Construction Requirements Section 8-22.3 is supplemented with the following: Contractor shall provide a shop drawing submittal for the Engineer's approval showing the sports court painting scheme including paint line layout with colors and dimensions. Color chips shall also be provided for approval. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-88 April2024 Contract Documents—Bid Submittal Division 8 8-22.4 Measurement Section 8-22.4 is supplemented with the following: Pavement Markings Incl. Sports Court shall be measured per lump sum. 8-22.5 Payment Section 8-22.5 is supplemented with the following: "Pavement Markings Incl. Sports Court", per lump sum. 8-26 VACANT Section 8-30, including title, is replaced with the following: 8-26 PRE-ENGINEERED RESTROOM NEW SECTION 8-26.1 Description New Section This work shall consist of site preparation, installation of appurtenances required for the Owner-provided and manufacturer-installed CXT pre-engineered restroom, coordination for delivery and installation of the pre-engineered restroom building, including ingress/egress to site for pre-engineered restroom building installer. Preliminary plans and specifications for the CXT restroom are provided in Appendix E. 8-26.2 Materials New Section Contractor shall coordinate with the restroom manufacturer regarding site preparation and material requirements. At a minimum, a compacted 6-in thick (minimum) crushed surfacing base course (CSBC) gravel pad and temporary crane access road will be required. 8-26.3 Construction Requirements New Section The Contractor shall coordinate with the manufacturer regarding schedule and shall provide unimpeded site access for restroom installation. 8-26.4 Measurement New Section Pre-engineered Restroom Site Preparation shall be measured per lump sum. 8-26.5 Payment New Section Payment will be made for the following Bid items when they are included on the Proposal: "Pre-Engineered Restroom", per lump sum. The lump sum contract price for "Pre-Engineered Restroom" shall be full pay for labor, tools, materials, and equipment necessary to prepare the site to receive the restroom including gravel pad and other materials identified by the manufacturer including excavation, haul, City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-89 April2024 Contract Documents—Bid Submittal Division 8 compaction, furnishing required materials, utility connections, CSBC, coordination with the manufacturer's installer, and any lost time or inefficiencies caused by the restroom installation. 8-32 VACANT Section 8-32, including title, is replaced with the following: 8-32 BASKETBALL HOOP INCLUDING FOOTING NEW SECTION 8-32.1 Description This work shall consist of providing and installing footings and Bison BA871-BK basketball hoops or approved equal. A vendor cut sheet for the hoop is provided in Appendix E. 8-32.2 Vacant 8-32.3 Vacant 8-32.4 Measurement Basketball Hoop Incl. Footing shall be measured per each. 8-32.5 Payment Payment will be made for the following Bid items when they are included on the Proposal: "Basketball Hoop Incl. Footing", per each. Add the following new section and subsections: 8-33 WHEEL STOPS NEW SECTION 8-33.1 Description This Work consists of furnishing and installing concrete wheel stops in accordance with the Plans and these Specifications. 8-33.2 Materials Precast wheel stops shall be manufactured for the intended purpose by a company or firm specializing in the manufacture of precast concrete parking appurtenances. Wheel stops shall be precast concrete, 4,000 psi minimum compressive strength. Each stop shall be reinforced with two #4 reinforcing bars minimum. Provide chamfered corners and holes for dowel-anchoring to substrate. Anchor with two 24-inch-long anchors manufactured for use in asphalt pavement. Provide stops of 6-foot length, 12-inch wide, and 6-inch height. 8-33.4 Measurement Wheel Stops shall be measured per each. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-90 April2024 Contract Documents—Bid Submittal Division 8 8-33.5 Payment Payment will be made for the following Bid items when they are included on the Proposal: "Wheel Stop", per each. Payment shall be for all labor, materials, and equipment to provide and install Wheel Stops as specified including steel anchors. Add the following new section and subsections: 8-34 PRE-ENGINEERED PICNIC SHELTER NEW SECTION 8-34.1 Description This work shall consist of installing a 12-foot by 32-foot CRS, Inc. Marana Model pre- engineered owner-provided picnic shelter. The work also includes construction of footings and slab. Preliminary plans and specifications for the construction of Marana picnic shelter are provided in Appendix E. 8-34.2 Materials Installing the pre-engineered picnic shelter requires the Contractor to furnish all items not provided by the shelter supplier, such as concrete, rebar, fasteners, and coatings. 8-34.3 Construction Requirements Install the picnic shelter according to the manufacturer's instructions. Footings for the pre-engineered picnic shelter shall be designed by a Contractor-provided Professional Engineer licensed in the State of Washington. Design shall include depth of concrete footings based on local soil conditions (see geotechnical report in Appendix D). The Contractor shall anticipate that footing dimensions and materials may change from those shown in the Plans and shall include all costs for the changed dimensions and materials in the Contract bid price for installing the picnic shelter. The Contractor shall submit two sets of design calculations to the Engineer and two sets of shop drawings for the Engineer's approval. The Contractor shall affirm with the design calculations submitted with the shop drawings that the restroom conforms to the specified design criteria and all applicable building codes. All design calculations and shop drawings shall be stamped and signed by a Professional Engineer. All installation work shall be accomplished in accordance with the manufacturer's instructions. Contractor shall provide a copy of the instructions to the Engineer for approval 5 days prior to the preconstruction conference. 8-34.4 Measurement Install Owner-provided Picnic Shelter Incl. Slab shall be measured per lump sum. City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-91 April2024 Contract Documents—Bid Submittal Division 8 8-34.5 Payment Payment will be made for the following Bid items when they are included on the Proposal: "Install Owner-Provided Picnic Shelter Incl. Slab", per lump sum. The lump sum contract price for"Install Owner-Provided Picnic Shelter Incl. Slab" shall be full pay for labor, tools, materials, and equipment necessary to construct and provide a fully functioning picnic shelter including, excavation, shoring, haul, backfill, compaction, furnishing required materials, conduit in the footings, concrete slab, engineered footing design, concrete footings, reinforcing steel, CSTC, erection, painting, and finish work., END OF DIVISION 8 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-92 April2024 Contract Documents—Bid Submittal Division 8 (February 26, 2024 WSDOT GSP) STANDARD PLANS The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01, effective October 23, 2023, is made a part of this contract. The Standard Plans are revised as follows: A-10.30 RISER RING detail (Including SECTION view and RISER RING DIMENSIONS table): The RISER RING detail is deleted from the plan. INSTALLATION detail, SECTION A: The "1/4"" callout is revised to read "+/- 1/4" (SEE CONTRACT — Note: The + 1/4" installation is shown in the Section A view)" A-40.20 Sheet 1, NOTES 1, 2, 3, and 4 are replaced with the following: 1. Use the Y inch joint details for bridges with expansion length less than 100 feet and for bridges with L type abutments. Use the 1 inch joint details for other applications. 2. Use detail 5, 6, 7 on steel trusses and timber bridges with concrete bridge deck panels. 3. For details 1, 2, 3, and 4, the item "HMA Joint Seal at Bridge End" shall be used for payment. For details 5 and 6, the item "HMA Joint Seal at Bridge Deck Panel Joint" shall be used for payment. For detail 7, the item "Clean and Seal Bridge Deck Panel Joint" shall be used for payment. Sheet 2, Detail 8 reference to "6-09.3(6)" is revised to read "6-21.3(7)". A-60.40 Note 2 reference to "6-09.3(6)" is revised to read "6-21.3(7)". B-90.40 Valve Detail — DELETED C-60.10 Sheet 1 of 2, Side view, add new callout pointing to the outer edges of the 3"x 12" lifting slots at bottom of barrier. New callout reads "PERMISSIBLE 3/4" CHAMFER." Sheet 1 of 2, Side view, add 2-inch diameter lifting holes centered 32" from each end of the barrier and 15" from the top face (2 lifting holes total). Add new callout pointing to the new lifting holes. New callout reads "PERMISSIBLE 2" DIAM. LIFTING HOLE" C-85.11 On Section B, the callout "3" EXPANDED POLYSTYRENE AROUND COLUMN (TYP.)" is revised to read "3" EXPANDED POLYSTYRENE OR POLYETHYLENE FOAM AROUND COLUMN (TYP.)" D-3.10 Sheet 1, Typical Section, callout—"FOR WALLS WITH SINGLE SLOPE TRAFFIC BARRIER. USE THE DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D-3.15" is revised to read; "FOR WALLS WITH SINGLE SLOPE TRAFFIC BARRIER, SEE CONTRACT PLANS" Sheet 1, Typical Section, callout — "FOR WALLS WITH F-SHAPE TRAFFIC BARRIER. USE THE DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D-3.16" is revised to read; "FOR WALLS WITH F-SHAPE TRAFFIC BARRIER, SEE CONTRACT PLANS" City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-93 April2024 Contract Documents—Bid Submittal Division 8 D-3.11 Sheet 1, Typical Section, callout — ""B" BRIDGE APPROACH SLAB (SEE BRIDGE PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER SEE STANDARD PLANS D-3.15OR D-3.16" is revised to read; "B" BRIDGE APPROACH SLAB OR MOMENT SLAB (SEE CONTRACT PLANS) Sheet 1, Typical Section, callout — "TYPICAL BARRIER ON BRIDGE APPROACH SLAB (SEE BRIDGE PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER — SEE STANDARD PLANS D-3.15 OR D-3.16" is revised to read; "TYPICAL BARRIER ON BRIDGE APPROACH SLAB OR MOMENT SLAB (SEE CONTRACT PLANS) D-10.10 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.30 Wall Type 5 may be used in all cases. D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 11/3/15 Bridge Design memorandum. F-10.18 Note 2, "Region Traffic engineer approval is needed to install a truck apron lower than 3"." - DELETED J-10.10 Sheet 4 of 6, "Foundation Size Reference Table", PAD WIDTH column, Type 33xD=6' — 3" is revised to read: 7' —3". Type 342LX/ NEMA P44=5' — 10" is revised to read: 6' — 10" Sheet 5 of 6, Plan View, "FOR EXAMPLE PAD SHOWN HERE:, "first bullet" item, "-SPACE BETWEEN TYPE B MOD. CABINET AND 33x CABINET IS 6" (IN)" IS REVISED TO READ: "SPACE BETWEEN TYPE B MOD. CABINET (BACK OF ALL CHANNEL STEEL) AND 33x CABINET IS 6" (IN) (CHANNEL STEEL ADDS ABOUT 5" (IN)" City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-94 April2024 Contract Documents—Bid Submittal Division 8 J-10.16 Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 J-10.17 Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 J-10.18 Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 J-20.26 Add Note 1, "1. One accessible pedestrian pushbutton station per pedestrian pushbutton post." J-20.16 View A, callout, was — LOCK NIPPLE, is revised to read; CHASE NIPPLE J-21.10 Sheet 1 of 2, Elevation View, Round Concrete Foundation Detail, callout—"ANCHOR BOLTS %" (IN) x 30" (IN) FULL THREAD — THREE REQ'D. PER ASSEMBLY" IS REVISED TO READ: "ANCHOR BOLTS — %" (IN) x 30" (IN) FULL THREAD — FOUR REQ'D. PER ASSEMBLY" Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR Delete "(TYP.)" from the 2 Y" CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 Y" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 Y" CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 Y" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Detail F, callout, "Heavy Hex Clamping Bolt (TYP.) — 3/4" (IN) Diam. Torque Clamping Bolts (see Note 3)" is revised to read; "Heavy Hex Clamping Bolt (TYP.) — 3/4" (IN) Diam. Torque Clamping Bolts (see Note 1)" Detail F, callout, "3/4" (IN) x 2' — 6" Anchor Bolt (TYP.) — Four Required (See Note 4)" is revised to read; "3/4" (IN) x 2' — 6" Anchor Bolt (TYP.) — Three Required (See Note 2)" J-21.15 Partial View, callout, was — LOCK NIPPLE — 1 Y" DIAM., is revised to read; CHASE NIPPLE — 1 Y" (IN) DIAM. J-21.16 Detail A, callout, was— LOCKNIPPLE, is revised to read; CHASE NIPPLE City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-95 April2024 Contract Documents—Bid Submittal Division 8 J-22.15 Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read; 6'-0" (2x) Detail A, callout, was — LOCK NIPPLE — 1 Y" DIAM. is revised to read; CHASE NIPPLE — 1 Y" (IN) DIAM. J-40.10 Sheet 2 of 2, Detail F, callout, "12 — 13 x 1 Y" S.S. PENTA HEAD BOLT AND 12" S. S. FLAT WASHER" is revised to read; "12 — 13 x 1 Y" S.S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER" J-40.36 Note 1, second sentence; "Finish shall be # 2B for backbox and # 4 for the cover." Is revised to read; "Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover. J-40.37 Note 1, second sentence; "Finish shall be # 2B for backbox and # 4 for the cover." Is revised to read; "Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover. J-75.20 Key Notes, note 16, second bullet point, was: "1/2" (IN) x 0.45" (IN) Stainless Steel Bands", add the following to the end of the note: "Alternate: Stainless steel cable with stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel bands and associated hardware." J-75.55 Notes, Note Al, Revise reference, was— G-90.29, should be — G-90.20. L-5.10 Sheet 1, General Note 8, third sentence — was; "For traffic barrier having no deflection distance, the fence shall be placed a minimum horizontal distance of 3'—6' as measured form the top front face of the barrier." Is revised to read; "For traffic barrier having no deflection distance, the fence shall be placed a minimum horizontal distance of 2'—6" as measured form the top front face of the barrier." Sheet 2, Reinforcing Steel Bending Diagram, (mark) B detail, callout — "128 deg." is revised to read: "123 deg.", callout —"51 deg." is revised to read: "57 deg." M-40.10 Guide Post Type — Reflective Sheeting Applications Table, remove reference - "(SEE NOTE 5)" The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00 8/7/07 A-30.35-00 10/12/07 A-50.10-01 8/17/21 A-10.20-00 10/5/07 A-40.00-01 7/6/22 A-50.40-01 8/17/21 A-10.30-00 10/5/07 A-40.10-04 7/31/19 A-60.10-03 12/23/14 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-96 April2024 Contract Documents—Bid Submittal Division 8 A-20.10-00 8/31/07 A-40.15-00 8/11/09 A-60.20-03 12/23/14 A-30.10-00 11/8/07 A-40.20-04 1/18/17 A-60.30-01 6/28/18 A-30.30-01 6/16/11 A-40.50-03 9/12/23 A-60.40-00 8/31/07 B-5.20-03 9/9/20 B-30.50-03 2/27/18 B-75.20-03 8/17/21 B-5.40-02 1/26/17 B-30.60-00 9/9/20 B-75.50-02 3/15/22 B-5.60-02 1/26/17 B-30.40-03 2/27/18 B-70.60-01 1/26/17 B-10.20-03 8/23/23 B-30.70-04 2/27/18 B-75.60-00 6/8/06 B-10.40-02 8/17/21 B-30.80-01 2/27/18 B-80.20-00 6/8/06 B-10.70-03 8/23/23 B-30.90-02 1/26/17 B-80.40-00 6/1/06 B-15.20-01 2/7/12 B-35.20-00 6/8/06 B-85.10-01 6/10/08 B-15.40-01 2/7/12 B-35.40-01 8/23/23 B-85.20-00 6/1/06 B-15.60-02 1/26/17 B-40.20-00 6/1/06 B-85.30-00 6/1/06 B-20.20-02 3/16/12 B-40.40-02 1/26/17 B-85.40-00 6/8/06 B-20.40-04 2/27/18 B-45.20-01 7/11/17 B-85.50-01 6/10/08 B-20.60-03 3/15/12 B-45.40-01 7/21/17 B-90.10-00 6/8/06 B-25.20-02 2/27/18 B-50.20-00 6/1/06 B-90.20-00 6/8/06 B-25.60-03 8/23/23 B-55.20-03 8/17/21 B-90.30-00 6/8/06 B-30.05-00 9/9/20 B-60.20-02 9/9/20 B-90.40-01 1/26/17 B-30.10-03 2/27/18 B-60.40-01 2/27/18 B-90.50-00 6/8/06 B-30.15-00 2/27/18 B-65.20-01 4/26/12 B-95.20-02 8/17/21 B-30.20-04 2/27/18 B-65.40-00 6/1/06 B-95.40-01 6/28/18 B-30.30-03 2/27/18 B-70.20-01 3/15/22 C-1 9/8/22 C-22.40-10 10/16/23 C-60.70-01 9/8/22 C-lb 10/12/23 C-22.45-06 9/8/22 C-60.80-01 9/8/22 C-1d 10/31/03 C-23.70-01 10/16/23 C-70.15-00 8/17/21 C-2c 8/12/19 C.24.10-04 10/16/23 C-70.10-04 10/16/23 C-4f 8/12/19 C-24.15-00 3/15/22 C-75.10-02 9/16/20 C-6a 9/8/22 C-25.20-07 8/20/21 C-75.20-03 8/20/21 C-7 9/8/22 C-25.22-06 8/20/21 C-75.30-03 8/20/21 C-7a 9/8/22 C-25.26-05 8/20/21 C-80.10-03 10/16/23 C-20.10-09 10/12/23 C-25.30-01 8/20/21 C-80.20-01 6/11/14 C-20.14-05 9/8/22 C-25.80-05 8/12/19 C-80.30-02 8/20/21 C-20.15-03 10/12/23 C-60.10-03 10/16/23 C-80.40-01 6/11/14 C-20.18-04 9/8/22 C-60.15-00 8/17/21 C-85.10-00 4/8/12 C-20.40-10 10/12/23 C-60.20-01 9/8/22 C-85.11-01 9/16/20 C-20.41-04 8/22/22 C-60.30-01 8/17/21 C-85.15-03 10/17/23 C-20.42-06 10/12/23 C-60.40-00 8/17/21 C-85-18-03 9/8/22 C-20.43-00 8/22/22 C-60.45-00 8/17/21 C-81.10-00 9/12/23 C-20.45.03 9/8/22 C-60.50-00 8/17/21 C-81.15-00 9/12/23 C-22.16-08 10/17/23 C-60.60-00 8/17/21 D-2.36-03 6/11/14 D-3.11-03 6/11/14 D-10.25-01 8/7/19 D-2.46-02 8/13/21 D-4 12/11/98 D-10.30-00 7/8/08 D-2.84-00 11/10/05 D-6 6/19/98 D-10.35-00 7/8/08 D-2.92-01 4/26/22 D-10.10-01 12/2/08 D-10.40-01 12/2/08 D-3.09-00 5/17/12 D-10.15-01 12/2/08 D-10.45-01 12/2/08 D-3.10-01 5/29/13 D-10.20-01 8/7/19 D-20.10-00 10/9/23 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-97 April2024 Contract Documents-Bid Submittal Division 8 E-1 2/21/07 E-4 8/27/03 E-20.10-00 9/12/23 E-2 5/29/98 E-4a 8/27/03 E-20.20-00 10/4/23 F-10.12-04 9/24/20 F-10.62-02 4/22/14 F-40.15-04 9/25/20 F-10.16-00 12/20/06 F-10.64-03 4/22/14 F-40.16-03 6/29/16 F-10.18-03 3/28/22 F-30.10-04 9/25/20 F-45.10-04 10/16/23 F-10.40-04 9/24/20 F-40.12-03 6/29/16 F-80.10-04 7/15/16 F-10.42-00 1/23/07 F-40.14-03 6/29/16 G-10.10-00 9/20/07 G-24.50-05 8/7/19 G-90.10-03 7/11/17 G-20.10-03 8/20/21 G-24.60-05 6/28/18 G-90.20-05 7/11/17 G-22.10-04 6/28/18 G-25.10-05 9/16/20 G-90.30-04 7/11/17 G-24.10-00 11/8/07 G-26.10-00 7/31/19 G-95.10-02 6/28/18 G-24.20-01 2/7/12 G-30.10-04 6/23/15 G-95.20-03 6/28/18 G-24.30-02 6/28/18 G-50.10-03 6/28/18 G-95.30-03 6/28/18 G-24.40-07 6/28/18 H-10.10-00 7/3/08 H-32.10-00 9/20/07 H-70.10-02 8/17/21 H-10.15-00 7/3/08 H-60.10-01 7/3/08 H-70.20-02 8/17/21 H-30.10-00 10/12/07 H-60.20-01 7/3/08 1-10.10-01 8/11/09 1-30.20-00 9/20/07 1-40.20-00 9/20/07 1-30.10-02 3/22/13 1-30.30-02 6/12/19 1-50.20-02 7/6/22 1-30.15-02 3/22/13 1-30.40-02 6/12/19 1-60.10-01 6/10/13 1-30.16-01 7/11/19 1-30.60-02 6/12/19 1-60.20-01 6/10/13 1-30.17-01 6/12/19 1-40.10-00 9/20/07 1-80.10-02 7/15/16 J-05.50-00 8/30/22 J-26.20-01 6/28/18 J-50.10-01 7/31/19 J-10 7/18/97 J-27.10-01 7/21/16 J-50.11-02 7/31/19 J-10.10-04 9/16/20 J-27.15-00 3/15/12 J-50.12-02 8/7/19 J-10.12-00 9/16/20 J-28.01-00 8/30/22 J-50.13-01 8/30/22 J-10.14-00 9/16/20 J-28.10-02 8/7/19 J-50.15-01 7/21/17 J-10.15-01 6/11/14 J-28.22-00 8/07/07 J-50.16-01 3/22/13 J-10.16-02 8/18/21 J-28.24-02 9/16/20 J-50.18-00 8/7/19 J-10.17-02 8/18/21 J-28.26-01 12/02/08 J-50.19-00 8/7/19 J-10.18-02 8/18/21 J-28.30-03 6/11/14 J-50.20-00 6/3/11 J-10.20-04 8/18/21 J-28.40-02 6/11/14 J-50.25-00 6/3/11 J-10.21-02 8/18/21 J-28.42-01 6/11/14 J-50.30-00 6/3/11 J-10.22-03 10/4/23 J-28.43-01 6/28/18 J-60.05-01 7/21/16 J-10.25-00 7/11/17 J-28.45-03 7/21/16 J-60.11-00 5/20/13 J-10.26-00 8/30/22 J-28.50-03 7/21/16 J-60.12-00 5/20/13 J-12.15-00 6/28/18 J-28.60-03 8/27/21 J-60.13-00 6/16/10 J-12.16-00 6/28/18 J-28.70-04 8/30/22 J-60.14-01 7/31/19 J-15.10-01 6/11/14 J-29.10-02 8/26/22 J-75.10-02 7/10/15 J-15.15-02 7/10/15 J-29.15-01 7/21/16 J-75.20-01 7/10/15 J-20.01-00 8/30/22 J-29.16-02 7/21/16 J-75.30-02 7/10/15 J-20.10-05 10/4/23 J-30.10-01 8/26/22 J-75.50-00 8/30/22 J-20.11-03 7/31/19 J-40.01-00 8/30/22 J-75.55-00 8/30/22 J-20.15-03 6/30/14 J-40.05-00 7/21/16 J-80.05-00 8/30/22 J-20.16-02 6/30/14 J-40.10-04 4/28/16 J-80.10-01 8/18/21 City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-98 April2024 Contract Documents-Bid Submittal Division 8 J-20.20-02 5/20/13 J-40.20-03 4/28/16 J-80.12-00 8/18/21 J-20.26-01 7/12/12 J-40.30-04 4/28/16 J-80.15-00 6/28/18 J-21.10-04 6/30/14 J-40.35-01 5/29/13 J-81.10-02 8/18/21 J-21.15-01 6/10/13 J-40.36-02 7/21/17 J-81.12-00 9/3/21 J-21.16-01 6/10/13 J-40.37-02 7/21/17 J-84.05-00 8/30/22 J-21.17-01 6/10/13 J-40.38-01 5/20/13 J-86.10-00 6/28/18 J-21.20-01 6/10/13 J-40.39-00 5/20/13 J-90.10-03 6/28/18 J-22.15-02 7/10/15 J-40.40-02 7/31/19 J-90.20-03 6/28/18 J-22.16-03 7/10/15 J-45.36-00 7/21/17 J-90.21-02 6/28/18 J-26.10-03 7/21/16 J-50.05-00 7/21/17 J-90.50-00 6/28/18 J-26.15-01 5/17/12 K-70.20-01 6/1/16 K-80.32-00 8/17/21 K-80.35-01 9/16/20 K-80.10-02 9/25/20 K-80.34-00 8/17/21 K-80.37-01 9/16/20 L-5.10-01 7/17/23 L-20.10-03 7/14/15 L-40.20-02 6/21/12 L-5.15-00 9/19/22 L-30.10-02 6/11/14 L-70.10-01 5/21/08 L-10.10-02 6/21/12 L-40.15-01 6/16/11 L-70.20-01 5/21/08 M-1.20-04 9/25/20 M-9.60-00 2/10/09 M-24.66-00 7/11/17 M-1.40-03 9/25/20 M-11.10-04 8/2/22 M-40.10-04 10/17/23 M-1.60-03 9/25/20 M-12.10-03 8/2/22 M-40.20-00 10/12/07 M-1.80-03 6/3/11 M-15.10-02 7/17/23 M-40.30-01 7/11/17 M-2.20-03 7/10/15 M-17.10-02 7/3/08 M-40.40-00 9/20/07 M-2.21-00 7/10/15 M-20.10-04 8/2/22 M-40.50-00 9/20/07 M-3.10-04 9/25/20 M-20.20-02 4/20/15 M-40.60-00 9/20/07 M-3.20-04 8/2/22 M-20.30-04 2/29/16 M-60.10-01 6/3/11 M-3.30-04 9/25/20 M-20.40-03 6/24/14 M-60.20-03 8/17/21 M-3.40-04 9/25/20 M-20.50-02 6/3/11 M-65.10-03 8/17/21 M-3.50-03 9/25/20 M-24.20-02 4/20/15 M-80.10-01 6/3/11 M-5.10-03 9/25/20 M-24.40-02 4/20/15 M-80.20-00 6/10/08 M-7.50-01 1/30/07 M-24.60-04 6/24/14 M-80.30-00 6/10/08 M-9.50-02 6/24/14 M-24.65-00 7/11/17 END OF STANDARD PLANS City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-99 April2024 Contract Documents-Bid Submittal Division 8 This Page Intentionally Left Blank City of Bremerton 233-1896-187 Haddon Park Renovation Project 11-100 April2024 Contract Documents—Bid Submittal Division 8 APPENDIX A PREVAILING WAGE RATES State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 05/24/2024 County_ Trade Job Classification Wage Holiday Overtime Note *RiskClass Kitsap Asbestos Abatement Workers Journey Level $59.07 5D 1 H View Kitsap Boilermakers Journey Level $74.29 5N 1C View Kitsap Brick Mason Journey Level $69.07 7E 1 N View Kitsap Brick Mason Pointer-Caulker-Cleaner $69.07 7E 1 N View Kitsap Building Service Employees Janitor $16.28 1 View Kitsap Building Service Employees Shampooer $16.28 1 View Kitsap Building Service Employees Waxer $16.28 1 View Kitsap Building Service Employees Window Cleaner $16.28 1 View Kitsap Cabinet Makers (In Shop) Journey Level $23.72 1 View Kitsap Carpenters Acoustical Worker $74.96 15J 4C View Kitsap Carpenters Bridge, Dock And Wharf $74.96 15J 4C View Carpenters Kitsap Carpenters Floor Layer a Floor Finisher $74.96 15J 4C View Kitsap Carpenters Journey Level $74.96 15J 4C View Kitsap Carpenters Scaffold Erector $74.96 15J 4C View Kitsap Cement Masons Application of all Composition $72.87 15J 4U View Mastic Kitsap Cement Masons Application of all Epoxy $72.37 15J 4U View Material Kitsap Cement Masons Application of all Plastic $72.87 15J 4U View Material _ _ Kitsap Cement Masons Application of Sealing $72.37 15J 4U View Compound Kitsap Cement Masons Application of Underlayment $72.87 15J 4U View Kitsap Cement Masons Building General $72.37 15J 4U View Kitsap Cement Masons Composition or Kalman Floors $72.87 15J 4U View Kitsap Cement Masons Concrete Paving $72.37 15J 4U View Kitsap Cement Masons Curb a Gutter Machine $72.87 15J 4U View Kitsap Cement Masons Curb a Gutter, Sidewalks $72.37 15J 4U View Kitsap Cement Masons Curing Concrete $72.37 15J 4U View Kitsap Cement Masons Finish Colored Concrete $72.87 15J 4U View Kitsap Cement Masons Floor Grinding $72.87 15J 4U View Kitsap Cement Masons Floor Grinding/Polisher $72.37 15J 4U View Kitsap Cement Masons Green Concrete Saw, self- $72.87 15J 4U View powered _ Kitsap Cement Masons Grouting of all Plates $72.37 15J 4U View_ Kitsap Cement Masons Grouting of all Tilt-up Panels $72.37 15J 4U View_ Kitsap Cement Masons Gunite Nozzleman $72.87 15J 4U View Kitsap Cement Masons Hand Powered Grinder $72.87 15J 4U Viewer Kitsap Cement Masons Journey Level $72.37 15J 4U View Kitsap Cement Masons Patching Concrete $72.37 15J 4U View Kitsap Cement Masons Pneumatic Power Tools $72.87 15J 4U View Kitsap Cement Masons Power Chipping a Brushing $72.87 15J 4U View Kitsap Cement Masons Sand Blasting Architectural $72.87 15J 4U View Finish Kitsap Cement Masons Screed a Rodding Machine $72.87 15J 4U View Kitsap Cement Masons Spackling or Skim Coat $72.37 15J 4U View Concrete Kitsap Cement Masons Troweling Machine Operator $72.87 15J 4U View Kitsap Cement Masons Troweling Machine Operator on $72.87 15J 4U View Colored Slabs Kitsap Cement Masons Tunnel Workers $72.87 15J 4U View Kitsap Divers a Tenders Bell/Vehicle or Submersible $129.71 15J 4C View Operator (Not Under Pressure) Kitsap Divers a Tenders Dive Supervisor/Master $93.94 15J 4C View Kitsap Divers a Tenders Diver $129.71 15J 4C 8V View Kitsap Divers a Tenders Diver On Standby $88.94 15J 4C View Kitsap Divers a Tenders Diver Tender $80.82 15J 4C View Kitsap Divers a Tenders Hyperbaric Worker- $93.26 15J 4C View Compressed Air Worker 0-30.00 PSI Kitsap Divers Et Tenders Hyperbaric Worker - $98.26 15J 4C View Compressed Air Worker 30.01 - 44.00 PSI Kitsap Divers Et Tenders Hyperbaric Worker- $102.26 15J 4C View Compressed Air Worker 44.01 - 54.00 PSI Kitsap Divers a Tenders Hyperbaric Worker- $107.26 15J 4C View Compressed Air Worker 54.01 - 60.00 PSI Kitsap Divers Et Tenders Hyperbaric Worker - $109.76 15J 4C View Compressed Air Worker 60.01 - 64.00 PSI Kitsap Divers a Tenders Hyperbaric Worker- i$114.76 15J 4C View Compressed Air Worker 64.01 - 68.00 PSI Kitsap Divers Et Tenders Hyperbaric Worker - $116.76 15J 4C View Compressed Air Worker 68.01 - 70.00 PSI _ Kitsap Divers Et Tenders Hyperbaric Worker- $118.76 15J 4C View Compressed Air Worker 70.01 - 72.00 PSI Kitsap Divers Et Tenders Hyperbaric Worker - $120.76 15J 4C View Compressed Air Worker 72.01 - 74.00 PSI Kitsap Divers a Tenders Manifold Operator $80.82 15J 4C View Kitsap Divers a Tenders Manifold Operator Mixed Gas $85.82 15J 4C View Kitsap Divers a Tenders Remote Operated Vehicle $80.82 15J 4C View Operator/Technician Kitsap Divers a Tenders Remote Operated Vehicle $75.41 15J 4C View Tender Kitsap Dredge Workers Assistant Engineer $79.62 5D 3F View Kitsap Dredge Workers Assistant Mate (Deckhand) $79.01 5D 3F View Kitsap Dredge Workers Boatmen $79.62 5D 3F View Kitsap Dredge Workers Engineer Welder $81.15 5D 3F View Kitsap Dredge Workers Leverman, Hydraulic $82.77 5D 3F View Kitsap Dredge Workers Mates $79.62 5D 3F View Kitsap Dredge Workers Oiler $79.01 5D 3F View Kitsap Drywall Applicator Journey Level $75.73 150 11 S _ View Kitsap mall Tapers Journey Level $75.73 150 11 S View Kitsap Electrical Fixture Maintenance Journey Level $38.69 5L 1 E View Workers Kitsap Electricians - Inside Cable Splicer $109.35 7C 4E View Kitsap Electricians - Inside Cable Splicer (tunnel) $117.52 7C 4E View Kitsap Electricians - Inside Certified Welder $105.63 7C 4E View Kitsap Electricians - Inside Certified Welder(tunnel) $113.43 7C 4E View Kitsap Electricians - Inside Construction Stock Person $51.53 7C 4E View Kitsap Electricians - Inside Journey Level $101.92 7C 4E View Kitsap Electricians - Inside Journey Level (tunnel) $109.35 7C 4E View Kitsap Electricians - Motor Shop Craftsman $16.28 1 View Kitsap Electricians - Motor Shop Journey Level $16.28 1 View Kitsap Electricians - Powerline Cable Splicer $93.00 5A 4D View Construction Kitsap Electricians - Powerline Certified Line Welder $85.42 5A 4D View Construction Kitsap Electricians - Powerline Groundperson $55.27 5A 4D View Construction Kitsap Electricians - Powerline Heavy Line Equipment $85.42 5A 4D View Construction Operator Kitsap Electricians - Powerline Journey Level Lineperson $85.42 5A 4D View Construction Kitsap Electricians - Powerline Line Equipment Operator $73.35 5A 4D View Construction Kitsap Electricians - Powerline Meter Installer $55.27 5A 4D 8W View Construction Kitsap Electricians - Powerline Pole Sprayer $85.42 5A 4D View Construction Kitsap Electricians - Powerline Powderperson $63.50 5A 4D View Construction Kitsap Electronic Technicians Journey Level $65.66 7E 1 E View Kitsap Elevator Constructors Mechanic $111.26 7D 4A View Kitsap Elevator Constructors Mechanic In Charge $120.27 7D 4A View Kitsap Fabricated Precast Concrete Journey Level $16.28 1 View Products _ Kitsap Fabricated Precast Concrete Journey Level - In-Factory $16.28 1 View Products Work Only _ Kitsap Fence Erectors Fence Erector $50.07 15J 11P 8Y View Kitsap Fence Erectors Fence Laborer $50.07 15J 11P 8Y View Kitsap Flaggers Journey Level $50.07 15J 11P 8Y View Kitsap Glaziers Journey Level $79.16 7L 1Y View Kitsap Heat Et Frost Insulators And Journey Level $87.15 15H 11 C View Asbestos Workers Kitsap Heating Equipment Mechanics Journey Level $96.42 7F 1E View Kitsap Hod Carriers Et Mason Tenders Journey Level $62.49 15J 11P 8Y View Kitsap Industrial Power Vacuum Journey Level $29.89 1 View Cleaner Kitsap Inland Boatmen Boat Operator $61.41 5B 1K View Kitsap Inland Boatmen Cook $56.48 5B 1K View Kitsap Inland Boatmen Deckhand $57.48 5B 1K View Kitsap Inland Boatmen Deckhand Engineer $58.81 5B 1K View Kitsap Inland Boatmen Launch Operator $58.89 5B 1K View Kitsap Inland Boatmen Mate $57.31 5B 1K View Kitsap Inspection/Cleaning/Sealing Of Cleaner Operator $49.48 15M 110 View Sewer Et Water Systems By. Remote Control Kitsap Inspection/Cleaning/Sealing Of Foamer Operator $49.48 15M 110 View Sewer Et Water Systems By. Remote Control Kitsap Inspection/Cleaning/Sealing Of Grout Truck Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control Kitsap Inspection/Cleaning/Sealing Of Head Operator $47.41 15M 110 View Sewer Et Water Systems By Remote Control Kitsap Inspection/Cleaning/Sealing Of Technician $41.20 15M 110 View Sewer Et Water Systems By Remote Control Kitsap Inspection/Cleaning/Sealing Of TV Truck Operator $44.31 15M 110 View Sewer & Water Systems By. Remote Control Kitsap Insulation Applicators Journey Level $74.96 15J 4C View 'Kitsap Ironworkers Journeyman $87.80 15K 11 N View Kitsap Laborers Air, Gas Or Electric Vibrating $59.07 15J 11P 8Y View Screed Kitsap Laborers Airtrac Drill Operator $60.90 15J 11P 8Y View Kitsap Laborers Ballast Regular Machine $59.07 15J 11P 8Y View Kitsap Laborers Batch Weighman $50.07 15J 11P 8Y View Kitsap Laborers Brick Pavers $59.07 15J 11P 8Y View Kitsap Laborers Brush Cutter $59.07 15J 11P 8Y View Kitsap Laborers Brush Hog Feeder $59.07 15J 11P 8Y View Kitsap Laborers Burner $59.07 15J 11P 8Y View Kitsap Laborers _ Caisson Worker $60.901- 15J 11P 8Y View Kitsap Laborers Carpenter Tender $59.07 15J 11P 8Y View Kitsap Laborers Cement Dumper-paving $60.15 15J 11P 8Y View Kitsap Laborers Cement Finisher Tender $59.07 15J 11P 8Y View Kitsap Laborers Change House Or Dry Shack $59.07 15J 11P 8Y View Kitsap Laborers Chipping Gun (30 Lbs. And $60.15 15J 11P 8Y View _ Over) Kitsap Laborers Chipping Gun (Under 30 Lbs.) $59.07 15J 11P 8Y View Kitsap Laborers Choker Setter $59.07 15J 11P 8Y View Kitsap Laborers Chuck Tender $59.07 15J 11P 8Y View Kitsap Laborers Clary Power Spreader $60.15 15J 11P 8Y View Kitsap Laborers Clean-up Laborer $59.07 15J 11P 8Y View Kitsap Laborers Concrete Dumper/Chute $60.15 15J 11P 8Y Viewl _ Operator Kitsap Laborers Concrete Form Stripper $59.07 15J 11P 8Y View Kitsap Laborers Concrete Placement Crew $60.15 15J 11P 8Y View Kitsap Laborers Concrete Saw Operator/Core $60.15 15J 11P 8Y View Driller Kitsap Laborers Crusher Feeder $50.07 15J 11P 8Y View_ Kitsap Laborers Curing Laborer $59.07 15J 11P 8Y View_ Kitsap Laborers Demolition: Wrecking Et Moving $59.07 15J 11P 8Y View (Incl. Charred Material) Kitsap Laborers Ditch Digger $59.07 15J 11P 8Y View Kitsap Laborers Diver $60.90 15J 11P 8Y View Kitsap Laborers Drill Operator(Hydraulic, $60.15 15J 11P 8Y View Diamond) Kitsap Laborers Dry Stack Walls $59.07 15J 11P 8Y View Kitsap Laborers Dump Person $59.07 15J 11P 8Y View Kitsap Laborers Epoxy Technician $59.07 15J 11P 8Y View Kitsap Laborers Erosion Control Worker $59.07 15J 11P 8Y View Kitsap Laborers Faller a Bucker Chain Saw $60.15 15J 11P 8Y View Kitsap Laborers Fine Graders $59.07 15J _ 11P 8Y View Kitsap Laborers Firewatch $50.07 15J 11P 8Y View Kitsap Laborers Form Setter $60.15 15J 11P 8Y View Kitsap Laborers Gabian Basket Builders $59.07 15J 11P 8Y View Kitsap Laborers General Laborer $59.07 15J 11P 8Y View Kitsap Laborers Grade Checker a Transit Person $62.49 15J 11P 8Y View Kitsap Laborers Grinders $59.07 15J 11P 8Y View_ Kitsap Laborers Grout Machine Tender $59.07 15J _ 11P 8Y View_ Kitsap Laborers Groutmen (Pressure) Includinj $60.15 15J 11P 8Y View Post Tension Beams Kitsap Laborers Guardrail Erector $59.07 15J 11P 8Y View Kitsap Laborers Hazardous Waste Worker (Level $60.90 15J 11P 8Y View A) Kitsap Laborers Hazardous Waste Worker (Level $60.15 15J 11P 8Y View B) Kitsap Laborers Hazardous Waste Worker (Level $59.07 15J 11P 8Y View C) Kitsap Laborers High Scaler $60.90 15J 11P 8Y View Kitsap Laborers Jackhammer $60.15 15J 11P 8Y View Kitsap Laborers Laserbeam Operator $60.15 15J 11P 8Y View Kitsap Laborers Maintenance Person $59.07 15J 11P 8Y View Kitsap Laborers Manhole Builder-Mudman $60.15 15J 11P 8Y View Kitsap Laborers Material Yard Person $59.07 15J 11P 8Y View Kitsap Laborers Mold Abatement Worker $59.07 15J 11P 8Y View Kitsap Laborers Motorman-Dinky Locomotive $62.59 15J 11P 8Y ViewJ Kitsap Laborers nozzleman (concrete pump, $62.49 15J 11P 8Y View green cutter when using combination of high pressure air a water on concrete a rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) Kitsap Laborers Pavement Breaker _ $60.15 15J 11P 8Y View Kitsap Laborers Pilot Car $50.07 15J 11P 8Y View Kitsap Laborers Pipe Layer (Lead) $62.49 15J 11P 8Y View Kitsap Laborers Pipe Layer/Tailor $60.15 15J 11P 8Y View Kitsap Laborers Pipe Pot Tender $60.15 15J 11P 8Y View Kitsap Laborers Pipe Reliner $60.15 15J 11P 8Y View Kitsap Laborers Pipe Wrapper $60.15 15J 11P 8Y View Kitsap Laborers _Pot Tender $59.07 15J 11P 8Y View Kitsap Laborers _ Powderman $60.90 15J 11P 8Y View Kitsap Laborers Powderman's Helper $59.07 15J 11P 8Y View Kitsap Laborers Power Jacks $60.15 15J 11P 8Y View Kitsap Laborers Railroad Spike Puller - Power $60.15 15J 11P 8Y View Kitsap Laborers Raker -Asphalt _ $62.49 15J 11P 8Y View Kitsap Laborers Re-timberman $60.90L 15J 11P 8Y View Kitsap Laborers Remote Equipment Operator $60.15 15J 11P 8Y View Kitsap Laborers Rigger/Signal Person $60.15 15J 11P 8Y View Kitsap Laborers Rip Rap Person $59.07 15J 11P 8Y View Kitsap Laborers Rivet Buster $60.15 15J 11P 8Y View Kitsap Laborers Rodder $60.15 15J 11P 8Y View Kitsap Laborers Scaffold Erector $59.07 15J 11P 8Y View Kitsap Laborers Scale Person $59.07 15J 11P 8Y View Kitsap Laborers Sloper (Over 20") $60.15 15J 11P 8Y View Kitsap Laborers Sloper Sprayer $59.07 15J 11P 8Y View Kitsap Laborers Spreader (Concrete) $60.15 15J 11P 8Y View Kitsap Laborers Stake Hopper $59.07 15J 11P 8Y View Kitsap Laborers Stock Piler $59.07 15J 11P 8Y View Kitsap Laborers Swinging Stage/Boatswain $50.07 15J 11P 8Y View Chair Kitsap Laborers Tamper a Similar Electric, Air $60.15 15J 11P 8Y View Et Gas Operated Tools Kitsap Laborers Tamper (Multiple a Self- $60.15 15J 11P 8Y View propelled) _ Kitsap Laborers Timber Person - Sewer (Lagger, $60.15 15J 11P 8Y View Shorer a Cribber) Kitsap Laborers Toolroom Person (at Jobsite) $59.07 15J 11P 8Y View Kitsap Laborers Topper $59.07 15J 11P 8Y View Kitsap Laborers Track Laborer $59.07 15J 11P 8Y View Kitsap Laborers Track Liner(Power) $60.15 15J 11P 8Y View Kitsap Laborers Traffic Control Laborer $53.54 15J 11P 9C View Kitsap Laborers Traffic Control Supervisor $56.73 15J 11P 9C View Kitsap Laborers Truck Spotter $59.07 15J 11P 8Y View Kitsap Laborers Tugger Operator $60.15 15J 11P 8Y View Kitsap Laborers Tunnel Work-Compressed Air $175.79 15J 11P 9B View Worker 0-30 psi Kitsap Laborers Tunnel Work-Compressed Air $180.82 15J 11P 9B View Worker 30.01-44.00 psi Kitsap Laborers Tunnel Work-Compressed Air $184.50 15J 11P 9B View jWorker 44.01-54.00 psi Kitsap Laborers Tunnel Work-Compressed Air $190.20 15J 11P 9B View Worker 54.01-60.00 psi Kitsap Laborers Tunnel Work-Compressed Air $192.32 15J 11P 9B View Worker 60.01-64.00 psi Kitsap Laborers Tunnel Work-Compressed Air $197.42 15J 11P 9B View Worker 64.01-68.00 psi Kitsap Laborers Tunnel Work-Compressed Air #$199.32 15J 11P 9B View Worker 68.01-70.00 psi Kitsap Laborers Tunnel Work-Compressed Air ---1$201.32 15J 11P 9B View Worker 70.01-72.00 psi Kitsap Laborers Tunnel Work-Compressed Air $203.32 15J 11P 9B View Worker 72.01-74.00 psi Kitsap Laborers Tunnel Work-Guage and Lock $62.59 15J 11P 8Y View Tender _ Kitsap Laborers Tunnel Work-Miner $62.59 15J 11P 8Y View Kitsap Laborers Vibrator $60.15 15J 11P 8Y View Kitsap Laborers Vinyl Seamer $59.07 15J 11P 8Y View Kitsap Laborers Watchman $45.51 15J 11P 8Y View Kitsap Laborers Welder $60.15 15J 11P 8Y View Kitsap Laborers Well Point Laborer $60.15 15J 11P 8Y View Kitsap Laborers Window Washer/Cleaner $45.51 15J 11P 8Y View Kitsap Laborers - Underground Sewer General Laborer a Topman $59.07 15J 11P 8Y View a Water Kitsap Laborers - Underground Sewer Pipe Layer $60.15 15J 11P 8Y View a Water Kitsap Landscape Construction Landscape $45.51 15J 11P 8Y View Construction/Landscaping Or Planting Laborers _ Kitsap Landscape Construction Landscape Operator $78.71 15J 11 G 8X View Kitsap Landscape Maintenance Groundskeeper $16.28 1 View Kitsap Lathers Journey Level $75.73 150 11 S View Kitsap Marble Setters Journey Level $69.07 7E 1 N View Kitsap Metal Fabrication (In Shop), Fitter $26.96 1 View Kitsap Metal Fabrication (In Shop), Laborer $16.28 1 View Kitsap Metal Fabrication (In Shop) Machine Operator $16.28 1 View Kitsap Metal Fabrication (In Shop), Welder $16.28 1 View Kitsap Millwright Journey Level $76.51 15J 4C View Kitsap Modular Buildings Cabinet Assembly $16.28 1 View Kitsap Modular Buildings Electrician $16.28 1 View Kitsap Modular Buildings Equipment Maintenance $16.28 1 View Kitsap Modular Buildings Plumber $16.28 1 View Kitsap Modular Buildings Production Worker $16.28 1 View Kitsap Modular Buildings Tool Maintenance $16.28 1 View Kitsap Modular Buildings Utility Person $16.28 1 View Kitsap Modular Buildings Welder $16.28 1 View Kitsap Painters Journey Level $51.71 6Z 11 J View Kitsap Pile Driver Crew Tender $80.82 15J 4C View Kitsap Pile Driver Journey Level $75.41 15J 4C View Kitsap Plasterers Journey Level $70.91 Z 1 R View Kitsap Plasterers Nozzleman $74.91 Z 1 R View Kitsap Playground a Park Equipment Journey Level $16.28 1 View Installers Kitsap Plumbers a Pipefitters Journey Level $86.72 5A 1G View Kitsap Power Equipment Operators Asphalt Plant Operators $80.02 15J 11G 8X View Kitsap Power Ejuipment Operators Assistant Engineer $75.26 15J 11G 8X View Kitsap Power Equipment Operators Barrier Machine (zipper) $79.31 15J 11G 8X View Kitsap Power Equipment Operators Batch Plant Operator: concrete $79.31 15J 11G 8X View Kitsap Power Equipment Operators Boat Operator $80.05 7A 11H 8X View Kitsap Power Equipment Operators Bobcat $75.26 15J 11G 8X View Kitsap Power Equipment Operators Brokk- Remote Demolition $75.26 15J 11G 8X View Equipment Kitsap 'Power Equipment Operators Brooms $75.26 15J 11G 8X View Kitsap Power Equipment Operators Bump Cutter $79.31 15J 11G 8X View Kitsap Power Equipment Operators Cableways $80.02 15J 11G 8X View Kitsap Power Equipment Operators Chipper $79.31 15J 11G 8X View Kitsap Power Equipment Operators Compressor $75.26 15J 11G 8X View Kitsap Power Equipment Operators Concrete Finish Machine - $75.26 15J 11G 8X View Laser Screed Kitsap Power Equipment Operators 'Concrete Pump- Mounted Or $78.71 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure Kitsap Power Equipment Operators Concrete Pump: Truck Mount $80.02 15J 11G 8X View With Boom Attachment Over 42 M Kitsap Power Equipment Operators Concrete Pump: Truck Mount $79.31 15J 11G 8X View With Boom Attachment Up To 42m Kitsap Power Equipment Operators Conveyors $78.71 15J 11G 8X View Kitsap Power Equipment Operators Cranes Friction: 200 tons and $82.49 7A 11H 8X View over _ _ _ Kitsap Power Equipment Operators Cranes,A-frame: 10 tons and $75.29 7A 11H 8X View under Kitsap Power Equipment Operators Cranes: 100 tons through 199 $80.86 7A 11H 8X View tons, or 150'of boom (including jib with attachments) Kitsap Power Equipment Operators Cranes: 20 tons through 44 $79.35 7A 11H 8X View tons with attachments Kitsap Power Equipment Operators Cranes: 200 tons- 299 tons, or $81.69 7A 11H 8X View 250'of boom including jib with attachments Kitsap Power Equipment Operators Cranes: 300 tons and over or $82.49 7A 11H 8X View 300'of boom including jib with attachments Kitsap Power Equipment Operators Cranes: 45 tons through 99 $80.05 7A 11H 8X View tons, under 150'of boom(including jib with attachments) Kitsap Power Equipment Operators Cranes: Friction cranes through $81.69 7A 11H 8X View 199 tons Kitsap Power Equipment Operators Cranes: through 19 tons with $78.74 7A 11H 8X View attachments, a-frame over 10 tons Kitsap Power Equipment Operators Crusher J $79.31 15J 11G 8X View Kitsap Power Equipment Operators Deck Engineer/Deck Winches $79.31 15J 11G 8X View (power) Kitsap Power Equipment Operators Derricks, On Building Work $80.02 15J 11G 8X View Kitsap Power Equipment Operators Dozers D-9 Et Under $78.71 15J 11G 8X View Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck $78.71 15J 11G 8X View Or Crane Mount Kitsap Power Equipment Operators Drilling Machine $80.82 15J 11G 8X View Kitsap Power Equipment Operators Elevator and man-lift: $75.26 15J 11G 8X View permanent and shaft type Kitsap Power Equipment Operators Finishing Machine, Bidwell And $79.31 15J 11G 8X View Gamaco a Similar Equipment Kitsap Power Equipment Operators Forklift: 3000 lbs and over with $78.71 15J 11G 8X View attachments Kitsap Power Equipment Operators Forklifts: under 3000 lbs. with $75.26 15J 11G 8X View attachments Kitsap Power Equipment Operators Grade Engineer: Using Blue $79.31 15J 11G 8X View Prints, Cut Sheets, Etc Kitsap Power Equipment Operators Gradechecker/Stakeman $75.26 15J 11G 8X View Kitsap Power Equipment Operators Guardrail Punch $79.31 15J 11G 8X View Kitsap Power Equipment Operators Hard Tail End Dump $80.02 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. a Over Kitsap Power Equipment Operators Hard Tail End Dump $79.31 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators Horizontal/Directional Drill $78.71 15J 11G 8X View Locator Kitsap Power Equipment Operators Horizontal/Directional Drill $79.31 15J 11G 8X View Operator Kitsap Power Equipment Operators Hydralifts/Boom Trucks Over $78.74 7A 11H 8X View 10 Tons Kitsap Power Equipment Operators Hydralifts/boom trucks: 10 $75.29 7A 11H 8X View tons and under Kitsap 'Power Equipment Operators Leverman $81.65 15J 11G 8X View Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. But $80.02 15J 11G 8X View Not Including 8 Yards Kitsap Power Equipment Operators Loaders, Overhead Under 6 $79.31 15J 11G 8X View Yards Kitsap Power Equipment Operators Loaders, Plant Feed $79.31 15J 11G 8X View Kitsap Power Equipment Operators Loaders: Elevating Type Belt $78.71 15J 11G 8X View Kitsap Power Equipment Operators Locomotives, All $79.31 15J 11G 8X View Kitsap Power Equipment Operators Material Transfer Device $79.31 15J 11G 8X View Kitsap Power Equipment Operators Mechanics: All (Leadmen - $80.82 15J 11G 8X View $0.50 per hour over mechanic) Kitsap Power Equipment Operators Motor Patrol Graders $80.02 15J 11G 8X View Kitsap Power Equipment Operators Mucking Machine, Mole, Tunnel $80.02 15J 11G 8X View Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators Oil Distributors, Blower $75.26 15J 11G 8X View Distribution Et Mulch Seeding Operator Kitsap Power Equipment Operators Outside Hoists (Elevators and $78.71 15J 11G 8X View Manlifts), Air Tuggers, Strato Kitsap Power Equipment Operators Overhead, bridge type Crane: $79.35 7A 11H 8X View 20 tons through 44 tons Kitsap Power Equipment Operators Overhead, bridge type: 100 $80.86 7A 11H 8X View tons and over Kitsap Power Equipment Operators Overhead, bridge type: 45 tons $80.05 7A 11H 8X View through 99 tons Kitsap Power Equipment Operators Pavement Breaker $75.26 15J 11G 8X View Kitsap Power Equipment Operators Pile Driver (other Than Crane $79.31 15J 11G 8X View Mount) Kitsap Power Equipment Operators Plant Oiler-Asphalt, Crusher $78.71 15J 11G 8X View Kitsap Power Equipment Operators Posthole Digger, Mechanical $75.26 15J 11G 8X View Kitsap Power Equipment Operators Power Plant $75.26 15J 11G 8X View Kitsap Power Equipment Operators Pumps - Water $75.26 15J 11G 8X View Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over _ $80.02 15J _ 11G 8X View_ Kitsap Power Equipment Operators Quick Tower: no cab, under $79.31 15J 11G 8X View 100 feet in height base to boom Kitsap Power Equipment Operators Remote Control Operator On $80.02 15J 11G 8X View Rubber Tired Earth Moving Equipment Kitsap Power Equipment Operators Rigger and Bellman $75.29 7A 11H 8X View Kitsap Power Equipment Operators Rigger/Signal Person, $78.74 7A 11H 8X View Bellman(Certified) _ Kitsap Power Equipment Operators Rollagon $80.02 15J 11G 8X View_ Kitsap Power Equipment Operators Roller, Other Than Plant Mix $75.26 15J 11G 8X View_ Kitsap Power Equipment Operators Roller, Plant Mix Or Multi-lift $78.71 15J 11G 8X View _ Materials Kitsap Power Equipment Operators Roto-mill, Roto-grinder $79.31 15J 11G 8X View Kitsap Power Equipment Operators _Saws- Concrete $78.71 15J 11G 8X View Kitsap Power Equipment Operators Scraper, Self Propelled Under $79.31 15J 11G 8X View 45 Yards Kitsap Power Equipment Operators Scrapers - Concrete Et Carry All $78.71 15J 11G 8X View I Kitsap Power Equipment Operators Scrapers, Self-propelled: 45 $80.02 15J 11G 8X View Yards And Over Kitsap Power Equipment Operators Service Engineers: Equipment $78.71 15J 11G 8X View Kitsap Power Equipment Operators Shotcrete/Gunite Equipment $75.26 15J 11G 8X View Kitsap Power Equipment Operators Shovel, Excavator, Backhoe, $78.71 15J 11G 8X View Tractors Under 15 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: $80.02 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, $79.31 15J 11G 8X View Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $80.82 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $81.65 15J 11G 8X View Over 90 Metric Tons Kitsap Power Equipment Operators Slipform Pavers $80.02 15J 11G 8X View Kitsap Power Equipment Operators Spreader, Topsider Et $80.02 15J 11G 8X View Screedman Kitsap Power Equipment Operators Subgrader Trimmer $79.31 15J 11G 8X View Kitsap Power Equipment Operators Tower Bucket Elevators $78.71 15J 11G 8X View Kitsap Power Equipment Operators Tower Crane: over 175'through $81.69 7A 11 H 8X View 250'in height, base to boom Kitsap Power Equipment Operators Tower crane: up to 175' in $80.86 7A 11H 8X View height base to boom Kitsap Power Equipment Operators Tower Cranes: over 250' in $82.49 7A 11 H 8X View height from base to boom Kitsap Power Equipment Operators Transporters, All Track Or Truck $80.02 15J 11G 8X View Type Kitsap Power Equipment Operators Trenching Machines $78.71 15J 11G 8X View Kitsap Power Equipment Operators Truck Crane Oiler/Driver: 100 $79.35 7A 11 H 8X View tons and over Kitsap Power Equipment Operators Truck crane oiler/driver: under $78.74 7A 11 H 8X View 100 tons Kitsap Power Equipment Operators Truck Mount Portable Conveyor $79.31 15J 11G 8X View Kitsap Power Equipment Operators Vac Truck(Vactor Guzzler, $79.31 15J 11G 8X View Hydro Excavator) Kitsap Power Equipment Operators Welder $80.02 15J 11G 8X View Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $75.26 15J 11G 8X View Kitsap Power Equipment Operators Yo Yo Pay Dozer $79.31 15J 11G 8X View Kitsap Power Equipment Operators- Asphalt Plant Operators $80.02 15J 11G 8X View Underground Sewer Et Water Kitsap Power Equipment Operators- Assistant Engineer $75.26 15J 11G 8X View Underground Sewer Et Water Kitsap Power Equipment Operators- Barrier Machine (zipper) $79.31 15J 11G 8X View Underground Sewer Et Water Kitsap Power Equipment Operators- Batch Plant Operator, Concrete $79.31 15J 11G 8X View Underground Sewer Et Water Kitsap Power Equipment Operators- Boat Operator $80.05 7A 11 H 8X View Underground Sewer Et Water _ Kitsap Power Equipment Operators- Bobcat $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Brokk- Remote Demolition $75.26 15J 11G 8X View Underground Sewer a Water Equipment _ Kitsap Power Equipment Operators- Brooms $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Bump Cutter $79.31 15J 11G 8X View Underground Sewer a Water _ Kitsap Power Equipment Operators- Cableways $80.02 15J 11G 8X View Underground Sewer Et Water Kitsap Power Equipment Operators- Chipper $79.31 15J 11G 8X View Underground Sewer a Water Ki Power Equipment Operators- Compressor $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Concrete Finish Machine - $75.26 15J 11G 8X View Underground Sewer a Water Laser Screed Kitsap Power Equipment Operators- Concrete Pump - Mounted Or $78.71 15J 11G 8X View Underground Sewer a Water Trailer High Pressure Line Pump, Pump High Pressure Kitsap Power Equipment Operators- Concrete Pump: Truck Mount $80.02 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M Kitsap Power Equipment Operators- Concrete Pump: Truck Mount $79.31 15J 11G 8X View Underground Sewer a Water With Boom Attachment Up To 42m Kitsap Power Equipment Operators- Conveyors $78.71 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Cranes Friction: 200 tons and $82.49 7A 11H 8X View Underground Sewer a Water over Kitsap Power Equipment Operators- Cranes,A-frame: 10 tons and $75.291 7A 11H 8X View Underground Sewer a Water under Kitsap Power Equipment Operators- Cranes: 100 tons through 199 $80.86! 7A 11H 8X View Underground Sewer a Water tons, or 150'of boom (including jib with attachments) Kitsap Power Equipment Operators- Cranes: 20 tons through 44 $79.35 7A 11H 8X View Underground Sewer a Water tons with attachments Kitsap Power Equipment Operators- Cranes: 200 tons- 299 tons, or $81.69 7A 11H 8X View Underground Sewer a Water 250'of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 300 tons and over or $82.49 7A 11H 8X View Underground Sewer a Water 300'of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 45 tons through 99 $80.05 7A 11H 8X View Underground Sewer a Water tons, under 150'of boom(including jib with attachments) Kitsap Power Equipment Operators- Cranes: Friction cranes through $81.69 7A 11H 8X View Underground Sewer a Water 199 tons Kitsap Power Equipment Operators- Cranes: through 19 tons with $78.74 7A 11H 8X View Underground Sewer& Water attachments, a-frame over 10 tons Kitsap Power Equipment Operators- Crusher $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Deck Engineer/Deck Winches $79.31 15J 11G 8X View Underground Sewer Et Water (power) Kitsap Power Equipment Operators- Derricks, On Building Work $80.02 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Dozers D-9 a Under $78.71 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Truck $78.71 15J 11G 8X View Underground Sewer a Water Or Crane Mount Kitsap Power Equipment Operators- Drilling Machine $80.82 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Elevator and man-lift: $75.26 15J 11G 8X View Underground Sewer a Water permanent and shaft type Kitsap Power Equipment Operators- Finishing Machine, Bidwell And $79.31 15J 11G 8X View Underground Sewer a Water Gamaco a Similar Equipment Kitsap Power Equipment Operators- Forklift: 3000 lbs and over with $78.71 15J 11G 8X View Underground Sewer a Water attachments Kitsap Power Equipment Operators- Forklifts: under 3000 lbs. with $75.26 15J 11G 8X View Underground Sewer a Water attachments Kitsap Power Equipment Operators- Grade Engineer: Using Blue $79.31 15J 11G 8X View Underground Sewer a Water Prints, Cut Sheets, Etc Kitsap Power Equipment Operators- Gradechecker/Stakeman $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Guardrail Punch $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Hard Tail End Dump $80.02 15J 11G 8X View Underground Sewer a Water Articulating Off- Road Equipment 45 Yards. Et Over Kitsap Power Equipment Operators- Hard Tail End Dump $79.31 15J 11G 8X View Underground Sewer a Water Articulating Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators- Horizontal/Directional Drill $78.71 15J 11G 8X View Underground Sewer a Water Locator Kitsap Power Equipment Operators- Horizontal/Directional Drill $79.31 15J 11G 8X View Underground Sewer a Water Operator Kitsap Power Equipment Operators- Hydralifts/boom trucks: 10 $75.29 7A 11H 8X View Underground Sewer Et Water tons and under Kitsap Power Equipment Operators- Hydralifts/boom trucks: over $78.74 7A 11H 8X View Underground Sewer a Water 110 tons Kitsap Power Equipment Operators- Leverman $81.65 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Loader, Overhead, 6 Yards. But $80.02' 15J 11G 8X View Underground Sewer a Water Not Including 8 Yards Kitsap Power Equipment Operators- Loaders, Overhead Under 6 $79.31 15J 11G 8X View Underground Sewer a Water Yards Kitsap Power Equipment Operators- Loaders, Plant Feed $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $78.71 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Locomotives, All $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Material Transfer Device $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Mechanics: All (Leadmen - $80.82 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) Kitsap Power Equipment Operators- Motor Patrol Graders $80.02 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Tunnel I $80.02 15J 11G 8X View Underground Sewer a Water Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower $75.26 15J 11G 8X View Underground Sewer a Water Distribution a Mulch Seeding Operator Kitsap Power Equipment Operators- Outside Hoists (Elevators and $78.71 15J 11G 8X View Underground Sewer a Water Manlifts), Air Tuggers, Strato Kitsap Power Equipment Operators- Overhead, bridge type Crane: $79.35 7A 11H 8X View Underground Sewer a Water 20 tons through 44 tons Kitsap Power Equipment Operators- Overhead, bridge type: 100 $80.86 7A 11H 8X View Underground Sewer a Water tons and over Kitsap Power Equipment Operators- Overhead, bridge type: 45 tons $80.05 7A 11H 8X View Underground Sewer a Water through 99 tons Kitsap I Power Equipment Operators- Pavement Breaker $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Pile Driver (other Than Crane $79.31 15J 11G 8X View Underground Sewer a Water Mount) Kitsap Power Equipment Operators- Plant Oiler-Asphalt, Crusher $78.71 15J 11G 8X View Underground Sewer a Water 1 Kitsap Power Equipment Operators- Posthole Digger, Mechanical $75.26 15J 11G 8X View Underground Sewer Et Water Kitsap Power Equipment Operators- Power Plant $75.26 15J 11G 8X View Underground Sewer a Water _ Kitsap Power Equipment Operators- Pumps - Water $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over $80.02 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Quick Tower: no cab, under $79.31 15J 11G 8X View Underground Sewer a Water 100 feet in height base to boom Kitsap Power Equipment Operators- Remote Control Operator On $80.02 15J 11G 8X View Underground Sewer a Water Rubber Tired Earth Moving Equipment Kitsap Power Equipment Operators- Rigger and Bellman $75.29 7A 11H 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Rigger/Signal Person, $78.74 7A 11H 8X View Underground Sewer a Water Bellman(Certified) Kitsap Power Equipment Operators- Rollagon $80.02 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Roller, Other Than Plant Mix $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Roller, Plant Mix Or Multi-lift $78.71 15J 11G 8X View Underground Sewer a Water Materials Kitsap Power Equipment Operators- Roto-mill, Roto-grinder $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Saws - Concrete $78.71 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- 'Scraper, Self Propelled Under $79.31 15J 11G 8X View Underground Sewer Et Water 45 Yards Kitsap Power Equipment Operators- Scrapers - Concrete Et Carry All $78.71 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Scrapers, Self-propelled: 45 $80.02 15J 11G 8X View Underground Sewer a Water Yards And Over Kitsap Power Equipment Operators- Shotcrete/Gunite Equipment $75.26 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe, $78.71 15J 11G 8X View Underground Sewer a Water Tractors Under 15 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe: $80.02 15J 11G 8X View Underground Sewer a Water Over 30 Metric Tons To 50 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes, $79.31 15J 11G 8X View Underground Sewer a Water Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: $80.82 15J 11G 8X View Underground Sewer a Water Over 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: $81.65 15J 11G 8X View Underground Sewer a Water Over 90 Metric Tons Kitsap Power Equipment Operators- Slipform Pavers $80.02 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Spreader, Topsider a $80.02 15J 11G 8X View Underground Sewer a Water Screedman Kitsap Power Equipment Operators- Subgrader Trimmer $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Tower Bucket Elevators $78.71 15J 11G 8X View Underground Sewer a Water _ _ Kitsap Power Equipment Operators- Tower Crane: over 175 through $81.69 7A 11H 8X View Underground Sewer a Water 250'in height, base to boom I I Kitsap Power Equipment Operators- Tower crane: up to 175' in $80.86 7A 11H 8X View Underground Sewer a Water height base to boom Kitsap Power Equipment Operators- Tower Cranes: over 250' in $82.49 7A 11H 8X View Underground Sewer a Water height from base to boom Kitsap Power Equipment Operators- Transporters, All Track Or Truck $80.02 15J 11G 8X View Underground Sewer a Water Type Kitsap Power Equipment Operators- Trenching Machines $78.71 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.35 7A 11H 8X View Underground Sewer a Water tons and over Kitsap Power Equipment Operators- Truck crane oiler/driver: under $78.74 7A 11H 8X View Underground Sewer a Water 100 tons _ Kitsap Power Equipment Operators- Truck Mount Portable Conveyor $79.31 15J 11G 8X View Underground Sewer a Water I Kitsap Power Equipment Operators- Vac Truck(Vactor Guzzler, $79.31 15J 11G 8X View Underground Sewer a Water Hydro Excavator) Kitsap Power Equipment Operators- Welder $80.02 15J 11G 8X View Underground Sewer a Water Kitsap Power Equipment Operators- Wheel Tractors, Farmall Type $75.26 15J 11G 8X View Underground Sewer a Water { Kitsap Power Equipment Operators- Yo Yo Pay Dozer $79.31 15J 11G 8X View Underground Sewer a Water Kitsap Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers Kitsap Power Line Clearance Tree Spray Person $54.32 5A 4A View Trimmers Kitsap Power Line Clearance Tree Tree Equipment Operator $57.22 5A 4A View Trimmers Kitsap Power Line Clearance Tree Tree Trimmer $51.18 5A 4A View Trimmers Kitsap Power Line Clearance Tree (Tree Trimmer Groundperson $38.99 5A 4A View Trimmers Kitsap Refrigeration a Air Conditioning Journey Level $89.21 5A 1G View _Mechanics Kitsap Residential Brick Mason (Journey Level $22.01 1 View_ Kitsap Residential Carpenters Journey Level $26.25 1 View Kitsap Residential Cement Masons Journey Level $39.88 1 View Kitsap Residential Drywall Applicators Journey Level $49.92 15J 4C View Kitsap Residential Drywall Tapers Journey Level $25.84 1 View Kitsap Residential Electricians Journey Level $44.11 1 View Kitsap Residential Glaziers Journey Level $54.00 7L 1H View_ Kitsap Residential Insulation Journey Level $18.03 1 View Applicators Kitsap Residential Laborers Journey Level $16.28 1 View Kitsap Residential Marble Setters Journey Level $22.01 1 View Kitsap Residential Painters Journey Level $20.85 1 View Kitsap Residential Plumbers a Journey Level $40.60 1 View Pipefitters _ Kitsap Residential Refrigeration a Air Journey Level $45.45 1 View Conditioning Mechanics Kitsap Residential Sheet Metal Journey Level $32.91 1 View Workers Kitsap Residential Soft Floor Layers Journey Level $22.03 1 View Kitsap Residential Sprinkler Fitters Journey Level $53.48 1 View (Fire Protection) Kitsap Residential Stone Masons Journey Level $69.07 7E 1 N View Kitsap Residential Terrazzo Workers Journey Level $16.28 1 View_ Kitsap Residential Terrazzo/Tile Journey Level $39.09 1 View Finishers Kitsap Residential Tile Setters Journey Level $35.40 1 View Kitsap Roofers Journey Level $64.45 5A 3H View Kitsap Roofers Using Irritable Bituminous $67.39 5A 3H View _ Materials Kitsap Sheet Metal Workers Journey Level (Field or Shop) $96.42 7F 1 E View Kitsap Shipbuilding &t Ship Repair New Construction Boilermaker $51.85 7X 4J View Kitsap Shipbuilding a Ship Repair New Construction Carpenter $51.85 7X 4J View Kitsap Shipbuilding a Ship Repair New Construction Crane $43.16 7V 1 View 1 _ Operator Kitsap Shipbuilding &t Ship Repair New Construction Electrician $51.85 7X 4J View Kitsap Shipbuilding a Ship Repair New Construction Heat &t Frost $87.15 15H 11C View Insulator _ Kitsap Shipbuilding & Ship Repair New Construction Laborer $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair New Construction Machinist $51.85 7X 4J View Kitsap Shipbuilding a Ship Repair New Construction Operating $43.16 7V 1 View Engineer Kitsap Shipbuilding Et Ship Repair New Construction Painter $51.95 7X 4J View_ Kitsap Shipbuilding Et Ship Repair New Construction Pipefitter $51.85 7X 4J View_ Kitsap Shipbuilding Et Ship Repair New Construction Rigger $51.85 7X 4J View_ Kitsap Shipbuilding Et Ship Repair New Construction Sheet Metal $51.85 7X 4J View_ Kitsap Shipbuilding Et Ship Repair New Construction Shipwright $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair New Construction $43.16 7V 1 View Warehouse/Teamster Kitsap Shipbuilding a Ship Repair New Construction Welder / $51.85 7X 4J View Burner Kitsap Shipbuilding Et Ship Repair Ship Repair Boilermaker $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Carpenter $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View Kitsap Shipbuilding Et Ship Repair Ship Repair Electrician $51.85 7X 4J View Kitsap Shipbuilding a Ship Repair Ship Repair Heat Et Frost $87.15 15H 11C View Insulator Kitsap Shipbuilding Et Ship Repair Ship Repair Laborer $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Machinist $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View Kitsap Shipbuilding Et Ship Repair Ship Repair Painter $51.95 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Pipefitter $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Rigger $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Sheet Metal $51.85 7X _ 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Shipwright $51.85 7X 4J View Kitsap Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster Kitsap Sign Makers Et Installers Journey Level $58.04 0 1 View (Electrical), Kitsap Sign Makers Et Installers(Non- Journey Level $37.08 0 1 View Electrical) Kitsap Soft Floor Layers Journey Level $66.32 15J 4C View Kitsap Solar Controls For Windows Journey Level $16.28 1 View Kitsap Sprinkler Fitters (Fire Journey Level $95.49 5C 1X View Protection) Kitsap Stage Rigging Mechanics (Non Journey Level $16.28 1 View I Structural). Kitsap Stone Masons Journey Level $69.07 7E 1 N View Kitsap Street And Parking Lot Sweeper Journey Level $16.28 1 View Workers , Kitsap Surveyors Assistant Construction Site $78.74 7A 11 H 8X View Surveyor Kitsap Surveyors Chainman $75.29 7A 11 H 1 8X View Kitsap Surveyors Construction Site Surveyor $80.05 7A 11 H 8X View Kitsap Surveyors Drone Operator (when used in $75.29 7A 11H 8X View conjunction with survey work only) Kitsap Surveyors Ground Penetrating Radar $75.29 7A 11H 8X View Operator Kitsap Telecommunication Technicians Journey Level $65.66 7E 1E View Kitsap Telephone Line Construction - Cable Splicer $40.36 5A 2B View Outside _ Kitsap Telephone Line Construction - Hole Digger/Ground Person $26.92 5A 2B View Outside Kitsap Telephone Line Construction - Telephone Equipment Operator $33.74 5A 2B View Outside (Light) Kitsap Telephone Line Construction - Telephone Lineperson $38.15 5A 2B View Outside Kitsap Terrazzo Workers Journey Level $62.36 7E 1 N View Kitsap Tile Setters Journey Level $62.36 7E 1 N View Kitsap Tile, Marble Et Terrazzo Finisher $53.19 7E 1 N View Finishers p Kitsap Traffic Control Stripers Journey Level $89.54 15L 1 K View Kitsap Truck Drivers Asphalt Mix Over 16 Yards $74.20 15J 11M 8L View Kitsap Truck Drivers Asphalt Mix To 16 Yards $73.36 15J 11M 8L Viewer Kitsap Truck Drivers Dump Truck $73.36 15J 11M 8L View Kitsap Truck Drivers Dump Truck a Trailer $74.20 15J 11M 8L View Kitsap Truck Drivers Other Trucks $74.20 15J 11M 8L View Kitsap Truck Drivers - Ready Mix Transit Mix $74.20 15J 11M 8L View Kitsap Well Drillers a Irrigation Pump Irrigation Pump Installer $16.28 1 View Installers Kitsap Well Drillers a Irrigation Pump Oiler $16.28 1 View Installers Kitsap Well Drillers a Irrigation Pump Well Driller $16.28 1 View Installers Washington State Department of Labor and Industries Policy Statement (Regarding the Production of"Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or"non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item,generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at(360) 902-5330. Supplemental to Wage Rates 1 3/2/2024 Edition, Published February 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and X 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe -Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X diameter. May also be treated, #5. Supplemental to Wage Rates 2 3/2/2024 Edition, Published February 1 ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts -Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the X contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or X boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to X Section 9-19.1 of Std. Spec.. 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 3 3/2/2024 Edition, Published February 1 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet-with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities X X Vaults. 23. Valve Vault- For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier- Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X permanent barrier. 25. Reinforced Earth Wall Panels— Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls -tilt-up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 4 3/2/2024 Edition, Published February 1 ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder— Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to X be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 30. Prestressed Tri-Beam Girder- Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. Prestressed Precast Hollow-Core Slab— Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. 32. Prestressed-Bulb Tee Girder- Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover X See Std. Plan. Supplemental to Wage Rates 5 3/2/2024 Edition, Published February 1 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono-tube Sign Structures - Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post- Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to X fabrication 38. Light Standard-Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre-approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. Supplemental to Wage Rates 6 3/2/2024 Edition, Published February 1 ITEM DESCRIPTION YES NO 42. Traffic Signs- Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum X x sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed Custom Std Message Signing Message 43. Cutting & bending reinforcing steel x 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics x 48. Electrical wiring/components x 49. treated or untreated timber pile x 50. Girder pads (elastomeric bearing) x 51. Standard Dimension lumber x 52. Irrigation components X Supplemental to Wage Rates 7 3/2/2024 Edition, Published February 1 ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons x 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings x 61. Steel pile tips, standard X 62. Steel pile tips, custom X Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of"locality"in RCW 39.12.010(2)contains the phrase"wherein the physical work is being performed."The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 8 3/2/2024 Edition, Published February 1 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and/or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included 'Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians- Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer&Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators- Underground Sewer&Water • Residential ***ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non-Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 9 3/2/2024 Edition, Published February 1 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1)The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a)They deliver or discharge any of the above-listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii)Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d)They work in a materials production facility(e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f)They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 10 3/2/2024 Edition, Published February 1 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example,travel time spent retuming to a supply source to obtain another load of material for use on a public works site or retuming to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4)Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5)The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d)of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018,filed 12/2/08,effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 11 3/2/2024 Edition, Published February 1 Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Wage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 1. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve(12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm(or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Wage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two(2)times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty (40)hours of straight time per week,Monday through Friday,or outside the normal 5 am to 6pm shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours lime off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. Wage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage C. On Monday through Friday, the first four(4)hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay.On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines,switching stations,regulating,capacitor stations,generating plants,industrial plants,associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized,shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'V2)times the regular shift rate for the first eight(8)hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Wage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve(12)in a day Monday through Friday,and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. S. On a four(4) day ten(10)hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of(10)hours shall be paid at one and one half(1-1/2)tines the hourly rate of pay.On Monday through Friday,work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2)times the straight time rate,(except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed on Sundays and holidays shall be paid at double the hourly rate of wage.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Multiple Shift Operations:When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that days operation shall be completed at that rate.Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$2.00 an hour.When due to conditions beyond the control of the employer or when an owner(not acting as the contractor), a government agency or the contract specifications require more than four(4)hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they shall be paid the special shift premium for each hour worked unless they are in overtime or double-time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.)All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate,(except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage.Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight(8)or ten(10)hours of work(subject to WAC 296-127-022), that shall constitute a normal forty(40)hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate.Work performed in excess of eight hours(or ten hours per day(subject to WAC 296-127-022)shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift,then by mutual agreement a special shift maybe worked at the straight time rate, eight(8)hours work for eight(8)hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Overtime Codes Continued 11. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight(8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am,Monday through Friday,shall be paid at a premium rate of 15%over the hourly rate of wage. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. E. The first two(2)hours after eight(8)regular hours Monday through Friday,the first ten(10)hours on Saturday,and the first ten(10)hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked over ten(10)hours Monday through Saturday,and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 6IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one-half times the hourly rate of wage for the first eight(8) hours.All other hours worked Monday through Saturday,and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established, or forty (40)hours of straight time per week, Monday through Friday,or outside the normal 5 am to 6pm shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of nine(9)hours or more.When an employee returns to work without at least nine(9)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine(9)hours rest period. H. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established, or forty (40)hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight(8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of ten(10)hours or more.When an employee returns to work without at least ten(10)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten(10)hours rest period. J. All hours worked on holidays shall be paid at double the hourly rate of wage. K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm,and the first two(2)hours after eight(8) hours worked shall be paid at one and one-half times the hourly rate.All hours worked over 10 hours per day Monday through Friday, and all hours worked on Saturdays,Sundays,and Holidays worked shall be paid at double the hourly rate of wage. L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar($2.00)per hour for all hours worked that shift.All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. 7 ' Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. M. On Monday through Friday,the first four(4)hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established.On a four(4)day ten(10)hour workweek scheduled Monday through Thursday,or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m.shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate.When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 am to 6:00 pm,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work.Such shift shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten shifts. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay.All work performed after 6:00 pm Saturday to 5:00 am Monday,all work performed over twelve(12)hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium: In an addition to any overtime already required,all hours worked between the hours of 6:00 pm and 5:00 am shall receive an additional two dollars($2.00)per hour. N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate. Any time worked over eight(8)hours on Saturday shall be paid double the straight time rate,except employees assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. O. All work performed on Saturdays,Sundays,and Holidays shall be paid at one and one half(1-1/2)times the straight time rate of pay. Wage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. P. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 Y2)the straight time rate. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m.shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate.When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 a.m.to 6:00 p.m.,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work.Such shifts shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten-hour shifts. In the event the job is down due to weather conditions,then Saturday may,be worked as a voluntary make-up day at the straight time rate.However,Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All work performed on Sundays and holidays and work in excess of twelve(12)hours per day shall be paid at double (2x)the straight time rate of pay. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Q. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 35%over the hourly rate of wage.Work performed on Sundays shall be paid at double time.All hours worked on holidays shall be paid at double the hourly rate of wage. R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm,and all hours after eight(8)hours worked shall be paid at one and one-half times the hourly rate.All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. When a holiday falls on a Saturday,the Friday before shall be the observed holiday.When a holiday falls on a Sunday,the following Monday shall be the observed holiday. S. The first ten(10)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions,or other conditions beyond the control of the Employer,then Saturday may be worked at the straight time rate,for the first eight(8)hours,or the first ten(10)hours when a four day ten hour workweek has been established. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Wage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). K Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 10IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents'Day,Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day(7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 11IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day,the Last Work Day before Christmas Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. 12IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day.(8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,Christmas Eve,and Christmas Day(9).Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holiday Codes Continued 15. G. New Year's Day,Washington's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,the last scheduled workday before Christmas,and Christmas Day(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day,and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. M. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. 13IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 15. N. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day,and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. O. Holidays: New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,the day before Christma-s day,and Christmas Day(10).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A& B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B:$0.75,Level C:$0.50,And Level D: $0.25. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit:$2.00,Class B Suit:$1.50, And Class C Suit:$1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked.Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do"pioneer"work(break open a cut,build road, etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. 14IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet.Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures(such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance.25' to 300'-$1.00 per foot from entrance.300' to 600' -$1.50 per foot beginning at 300'.Over 600'-$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters.The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit:$2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50.Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work (work located in the tide plane)all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents($0.75)per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium:Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 15 ! Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)—130'to 199'—$0.50 per hour over their classification rate. (B)—200'to 299'—$0.80 per hour over their classification rate. (C)—300'and over—$1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,bridges,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0.75,Level C: $0.50,And Level D:$0.25. 16IPage Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. H. One(1)person crew shall consist of a Party Chief (Total Station or similar one(1)person survey system).Two(2) person survey party shall consist of a least a Party Chief and a Chain Person.Three(3)person survey party shall consist of at least a Party Chief,an Instrument Person,and a Chain Person. 17IPage APPENDIX B CONSTRUCTION FORMS (Not Used) APPENDIX C CONSTRUCTION PLANS (Provided under separate cover) APPENDIX D GEOTECHNICAL REPORT SUBMITTED TO: Parametrix 60 Washington Avenue, Suite 390 Bremerton, WA 98337 BY: Shannon & Wilson 400 N. 34th Street, Suite 100 Seattle, WA 98101 (206)-632-8020 www.shannonwilson.com GEOTECHNICAL REPORT Haddon Park Development BREMERTON, WASHINGTON July 28, 2023 Ell! SHANNON iV'tII LSON Shannon &Wilson No: 109050-001 Ell!SHANNON&WILSON Haddon Park Development Geotechnical Report Submitted To: Parametrix 60 Washington Avenue, Suite 390 Bremerton, WA 98337 Attn: Mr. Jason Ceralde Subject: GEOTECHNICAL REPORT, HADDON PARK DEVELOPMENT, BREMERTON, WASHINGTON Shannon&Wilson prepared this report and participated in this project as a subconsultant to Parametrix. Our scope of services was specified in a Subconsultant Agreement with Parametrix dated August 22,2022. This report presents the results of our geotechnical exploration and analyses and recommendations for project design and construction and was prepared by the undersigned. We appreciate the opportunity to be of service to you on this project. If you have questions concerning this report, or we may be of further service,please contact us. Sincerely, SHANNON & WILSON Raj an Ramya Geotechnical Staff SIN W.pi Ent.;x;;•ig b artin Martin PM ePa. e<<;y_<.�3.07. ,_� 6G SSloxu Martin Page, PE, LEG Vice President Geotechnical Engineer RXR:MWP/rxr 109050-001 July 28,2023 109050-001-R1-f III SHANNON F&WILSON Haddon Park Development Geotechnical Report 1 Introduction 1 2 Site and Project Description 1 2.1 Site Description 1 2.2 Project Description 2 3 Subsurface Exploration 2 4 Subsurface Conditions 3 5 Geotechnical Design Reccomendations 3 5.1 Shallow Foundations 4 5.2 Direct Bury Caisson Foundations 4 5.3 Lateral Earth Pressure (LEP) Loading 5 5.4 Subsurface Drainage 5 5.5 Slab on Grade 5 5.6 Seismic Site Classification 6 CO 5.7 Stormwater Management 6 H Z 6 Construction Considerations 6 W H 6.1 Backfill Material Placement and Compaction 6 Z O 6.2 Site Grading Excavation and Temporary and Permanent Excavation Slopes 7 0 6.3 Wet Weather Earthwork and Construction Drainage 8 7 Closing 9 8 References 10 Exhibit Exhibit 3-1: Approximate Boring Location Summary 3 Figure Figure 1: Vicinity Map and Site Plan Appendices Appendix A:Boring Logs Appendix B: Geotechnical Laboratory Testing Important Information 109050-001 July 28, 2023 III SHANNON F&WILSON Haddon Park Development Geotechnical Report 1 INTRODUCTION Our interpretations, evaluations,analyses,conclusions,and recommendations are based on the limitations of our approved scope, schedule, and budget described in our Subconsultant Agreement for Professional Services with Parametrix dated August 22,2022. We understand this geotechnical report will be used for design of a new picnic shelter, restroom, pathways, and related utilities. This report should not be used for other purposes without Shannon&Wilson's review. Our scope of services included: • Performing soil borings at the proposed restroom and picnic shelter buildings. • Analyzing data collected during exploration. • Developing geotechnical design recommendations. • Preparing this report. The authorized scope of services was based on your project concept,budget, and need for geotechnical recommendations. Our scope of services did not include: • Evaluating the presence of cultural resources or hazardous materials at or around the site. • Evaluating groundwater levels at the site. If a service is not specifically indicated in this report, do not assume that it was performed. 2 SITE AND PROJECT DESCRIPTION Our understanding of the project was based on information provided by Parametrix during March and April 2022; site and subsurface conditions we observed during the subsurface exploration performed on April 20th,2023; and the results of laboratory testing performed on select samples collected from the soil borings. 2.1 Site Description The project site, Haddon Park (Site),is located to the northwest of the intersection of 15th Steet and North Lafayette Avenue in the city of Bremerton, Washington. The approximate location of the park is shown in relation to nearby topographic features in Figure 1. The park is bounded to the east by North Lafayette Avenue,to the southwest by 15th Street,and to the north by private residences located on 17th Street. 109050-001 July 28, 2023 1 III SHANNON F&WILSON Haddon Park Development Geotechnical Report The ground is flat across most of the park. The ground surface slopes up to the north and to the east near the property edges, and slopes down a few feet along the southwest property edge to 15th Street. Existing facilities at the park include a paved parking area, a playground, an open lawn area, a path around the lawn area, a basketball court,a couple of benches, and a few picnic tables. 2.2 Project Description We understand that the development project involves the construction of a new picnic shelter,a new restroom,new pathways regraded for accessibility,and replacement of the existing children's playground with a new playground featuring a retaining wall. Additional features of the project include a renovated sports court,landscaping to stabilize slopes along the edges of the park,new fencing around the park, a new drinking fountain, new tree plantings under utilities, and new shade trees. 3 SUBSURFACE EXPLORATION We performed subsurface explorations to evaluate geotechnical soil conditions at the Site. Our observations are specific to the locations,depths,and times noted in this report and may not be applicable to all areas of the Site. No amount of explorations can precisely predict the characteristics,quality, or distribution of subsurface and site conditions. Potential variation includes,but is not limited to: ■ The conditions between and below explorations may be different. ■ The passage of time or intervening causes(natural and manmade) may result in changes to site and subsurface conditions. If conditions different from those described herein are encountered during project construction, we should review our description of the subsurface conditions and reconsider our conclusions and recommendations. We subcontracted with CN Drilling to drill and sample four soil borings to depths of 11.4 to 14 feet below the ground surface. The borings were drilled on April 20,2023. Two of the soil borings were located at the proposed restroom and picnic shelter,respectively. The other two soil borings were drilled to determine suitability and thickness of on-site fill material source. The approximate locations of our explorations are shown in the Site Plan presented in Figure 1 and summarized below in Exhibit 1. Samples were collected at 2.5- foot intervals at each of the four soil boring locations. The boring logs are presented in Appendix A. Information regarding our laboratory test procedures and results is presented in Appendix B. 109050-001 July 28, 2023 2 III SHANNON F&WILSON Haddon Park Development Geotechnical Report Exhibit 3-1: Approximate Boring Location Summary Boring ID Approximate Boring Location A Final Depth of Boring(feet) B-1 Potential Fill Source to the North 11.4 B-2 Proposed Picnic Shelter 14 B-3 Proposed Restroom 14 B-4 Future Community Garden/Potential Fill Source 11.5 4 SUBSURFACE CONDITIONS Published geologic mapping of the area indicates that two distinctly different soil types could be found at the park (Yount and others, 1993). The approximate boundary between these two soil types seems to run through the middle of the park. The soil type underlying the majority of the park is Vashon Till(Qvt). Vashon till is composed of light to dark gray mix of clay, silt,sand and gravel layers,typically glacially over-consolidated and very stiff or dense. The second mapped soil unit is Vashon advanced outwash deposits (Qva). These are light red to brown gravel and sand, and light brown to gray silt and clay layers. The data from our soil borings indicate the presence of loose,brown silty sand, 2 to 4 feet thick at all boring locations except at boring location B-2. The loose silty sand layer was underlain by medium dense silty sand to poorly graded sand to the depths of final exploration at B-3 and B-4. Very dense glacially over-consolidated silty sand (till)was encountered at a depth of 7 feet at boring location B-1. At B-2, medium dense brown silty sand encountered at the surface was underlain by medium dense gray sand to the final depth of exploration. 5 GEOTECHNICAL DESIGN RECCOMENDATIONS We have prepared our design recommendations for construction of shallow footings, slab on grade foundations,and retaining walls considering the information shared with us at this time. When the designer develops additional information about final configurations or other factors, the recommendations presented herein may need to be revised. Shannon Sr Wilson should be made aware of the revised or additional information so that we can evaluate our recommendations for applicability. For purposes of our analyses, recommendations, and conclusions,it was necessary for us to assume that the results of the explorations and testing are representative of conditions throughout the Site. However,subsurface conditions should be expected to vary even 109050-001 July 28, 2023 3 III SHANNON F&WILSON Haddon Park Development Geotechnical Report across the Site. We may need to revise our recommendations during construction if different conditions are encountered. 5.1 Shallow Foundations The proposed structures at the Site may by founded on shallow spread footings. Spread footings will bear on either human-placed gravel borrow fill or native medium dense soils. An allowable bearing capacity of 2,000 pounds per square foot (psf)may be used for foundation design for footings on medium dense or loose sand after it has been systematically compacted to a dense and unyielding condition. An allowable bearing capacity of 3,000 psf may be used for the 26-foot by 10-foot mat foundation proposed for the new restroom after the subgrade has been compacted and prepared in accordance with recommendations contained within this report. We expect that a backhoe-mounted plate compactor will need to be used on the bearing soils at the restroom building prior to placing reinforcing steel and forms for the foundations. Minimum footing widths should be 24 inches for isolated column footings and 18 inches for continuous spread footings. The base of all foundations should be at least 2 feet below surrounding grade. Lateral loads on the foundations may be resisted by a combination of soil interface friction and passive soil resistance. We recommend an allowable interface friction coefficient of 0.4 multiplied by the vertical foundation load be used to calculate sliding resistance. Passive soil resistance can be calculated using an allowable passive earth pressure equivalent fluid weight of 180 pounds per cubic foot (pcf). Passive pressure should be applied only to those portions of the foundations deeper than 1.5 feet below surrounding grade. The above recommendations assume that the footings and mat foundations are vertically loaded,constructed with a horizontal base,and bear on horizontal soil surfaces. If foundations are to be constructed on sloping grades,further analysis of bearing capacity should be completed. 5.2 Direct Bury Caisson Foundations We understand that the proposed deign for the picnic shelter includes "Direct Bury Caisson" footings. These footings are constructed as shallow drilled shafts or as pre-cast piers,capable of resisting lateral loading from the picnic shelter structure. Resistance to lateral loading will be derived from passive resistance developed along the length of the drilled concrete piers. We recommend design of the drilled concrete piers be based on the 2015 IBC (International Code Council [ICC],2014). Based on IBC 2015 Section 1806 for design of the lateral resistance,using an allowable lateral bearing pressure of 300 psf,and a soil friction angle of 29 degrees. An allowable end bearing capacity of 6,000 psf may be used for vertical loading provided the piers are embedded at least four feet below grade. 109050-001 July 28, 2023 4 III SHANNON F&WILSON Haddon Park Development Geotechnical Report The base of drilled excavations should be free of loose soil or other debris prior to installing pier rebar and concrete. Where pre-cast piers are used,backfill in the annular space around the foundations should be by one of the methods described in IBC 2015 Section 1807.3.3,as summarized below: ■ Structural concrete or, ■ Structural fill as described in section 6.1 or, ■ Controlled low-strength material (lean mix concrete or controlled density fill). 5.3 Lateral Earth Pressure (LEP) Loading Structures designed to retain soil will be subject to lateral load from the retained soil that can be calculated as a LEP. LEPs should be calculated as a triangular distribution varying with soil depth using equivalent fluid weights multiplied by the height of the retained soil. LEPs may develop in two conditions: active and at-rest. Active conditions develop where the structure is allowed to laterally deflect a distance greater than or equal to 0.1%of the structure height. At-rest pressures will develop for structures that are stiff enough that lateral deflection is limited to less than 0.1% of the structure height. We recommend equivalent fluid weight of 45 pcf be used to calculate LEPs for active conditions and 65 pcf for at-rest conditions. 5.4 Subsurface Drainage Subsurface drainage should be provided at the base of the retained soil side of retaining structures. Drainage could be provided by use of a 4-inch minimum diameter perforated pipe drain at the base of the retained soil surrounded on all sides by at least 6 inches of open-graded drainage rock. The drain pipe should be sloped to drain to an approved discharge point. Alternatively, drainage could be provided by backfilling the retaining structure with a free-draining soil within 2 feet of the retaining structure and allowing water to drain through the face of the wall using weep holes. Weep holes should be located approximately 6 inches above the adjacent finished grade to limit the potential for clogging. 5.5 Slab on Grade Floor slabs constructed on the ground surface should bear on subgrade soil that has been compacted to a dense and unyielding condition. If subgrade moisture migration is of concern, the slab may be constructed atop a layer of open-graded capillary break material. Capillary break should consist of 3/4-inch crushed rock,or similar approved material, at least 4 inches thick atop the compacted subgrade soil. A subgrade reaction modulus of 200 pounds per cubic inch may be used for slab structural analysis. 109050-001 July 28, 2023 5 III SHANNON F&WILSON Haddon Park Development Geotechnical Report 5.6 Seismic Site Classification We evaluated the seismic site classification in accordance with the criteria prescribed by the 2015 International Building Code. We used procedures in IBC 2015 Section 1613, Earthquake Loads for our seismic evaluation. Section 1613 incorporates the seismic design criteria of American Society of Civil Engineers (ASCE)7-10 (ASCE 2013). It is our opinion that Site Class D is appropriate for the soils encountered at the Site. 5.7 Stormwater Management We understand that at-grade dispersion of downspout stormwater from the new picnic shelter and the restroom is the preferred management method. We recommend an infiltration rate of 3.5 inches per hour be used for stormwater infiltration design based on grain size analysis results of the granular soils encountered at a depth of 2.5 feet below ground surface in those areas. 6 CONSTRUCTION CONSIDERATIONS We have identified considerations for foundation construction and earthwork for the project to assist you in developing geotechnical-related plans and specifications,but not to dictate methods or sequences used by contractors. Prospective contractors should undertake their own independent review and evaluation of all project information to arrive at decisions concerning the planning of the work; the selection of equipment,means and methods, techniques, and sequences of construction; establishment of safety precautions; and evaluation of the influence of construction on adjacent sites. 6.1 Backfill Material Placement and Compaction Fill placed beneath structures, such as footings, floor slabs, and sidewalks, should be installed as structural fill. Structural fill should be placed and compacted on densely compacted native soil or existing fill subgrades. On-site soil may be used as structural fill material, provided that it is free of organics, woody debris, or other deleterious material and is within 3%of its optimum moisture content,as determined by ASTM D 1557(ASTM, 2012), at the time of installation. Structural fill should be compacted to 95%of the maximum dry density as determined by ASTM D1557(ASTM,2012). If imported structural fill is used,it should conform to the requirements of the Washington State Department of Transportation (WSDOT) Standard Specification for Gravel Borrow 9-03.14(1) (WSDOT, 2021). Structural fill should be placed in uniform horizontal loose lifts no thicker than 6 inches where hand-operated compaction equipment is used, and no more than 12 inches where heavy equipment compactors are used. 109050-001 July 28, 2023 6 III SHANNON F&WILSON Haddon Park Development Geotechnical Report Non-structural fill, such as that placed in landscaped areas, may consist of any granular soil free of organics, rubbish,or other deleterious material. Such material should conform to the requirements of WSDOT Standard Specifications 9-03.14(3) for Common Borrow (WSDOT, 2021). Non-structural fill should be compacted to at least 90% of its maximum dry density as determined by ASTM D1557(ASTM,2012). Lift thickness for non-structural fill may be 18 inches for heavy equipment compactors, and 12 inches for hand-operated compactors. The actual lift thickness needed to achieve the required level of compaction may vary from our above recommendations and may be determined in the field at the time of construction. 6.2 Site Grading Excavation and Temporary and Permanent Excavation Slopes We anticipate that normal earthwork equipment,such as dozers, excavators,and rollers, could be used at the Site. The Contractor should be responsible for determining the suitability of their equipment for use at the Site. While we did not observe the presence of cobbles or boulders in our subsurface explorations, they are commonly found in glacially deposited outwash soils. The Contractor should be prepared to remove such large particles if they are in conflict with design subgrades. A safe slope for the excavation of subsurface materials depends on many factors, including: (a) the presence of groundwater; (b)the type, density, and shear strength of the subsurface materials; (c) the depth of excavation; (d) the presence of adjacent facilities; (e) surcharge loading adjacent to the excavation (including excavated material, existing dead or live loads, and construction equipment); and (f) time of construction. For cost estimating and planning purposes,temporary excavation slopes will likely require slopes of 1.5 Horizontal to 1 Vertical(1.5H:1V), consistent with Occupational Safety and Health Administration (OSHA) Type C soils (OSHA,2015). Consistent with conventional practice, the Contractor should be responsible for the actual temporary excavation slopes, including methods,sequence, and schedule of construction. The Contractor is able to observe the nature and conditions of the subsurface materials encountered and should evaluate the factors discussed above. If instability is observed, slopes should be flattened or shored. All excavations should be accomplished in accordance with local, state, and federal safety regulations. Permanent slopes at the Site should be no steeper than 3H:1V,unless designed and constructed to be stable at a steeper inclination. Existing site slopes steeper than 3H:1V may remain in place, provided they are not re-graded during construction. 109050-001 July 28, 2023 7 III SHANNON F&WILSON Haddon Park Development Geotechnical Report 6.3 Wet Weather Earthwork and Construction Drainage In the Puget Sound region,wet weather conditions are common between the months of October and April but may occur at any time of year. Special considerations should be made for earthwork completed during wet weather conditions. Earthwork performed during wet weather would likely cost more and take longer to complete. While most rainfall water is expected to infiltrate the site soils, surface water runoff,including increase due to heavy rain, could enter site excavations and would need to be diverted, intercepted by drainage ditches, or otherwise removed with sumps. The near-surface soils at the Site generally contain enough silt to produce an unstable mixture and are susceptible to softening when wet. Standing water on the soil surface, along with construction activity, could result in disturbance and an unstable surface that could require over excavation and replacement with clean crushed rock. The following recommendations are applicable for footings,general excavation,and floor slabs: ■ If there is to be traffic over the exposed subgrade,the subgrade should be protected from disturbance. A stabilized access road constructed of a coarse aggregate,such as quarry spalls placed atop a woven geotextile,could be placed immediately following excavation on the undisturbed soils. This could be done, as needed, to protect the exposed soils and act as a working surface. ■ Construction should be observed on a part-time basis by Shannon&Wilson personnel to determine that all unsuitable materials are removed, suitable drainage is achieved, and that an appropriate bearing surface results. ■ Covering work areas with plastic and/or sloping, ditching, pumping from sumps, and other dewatering measures should be employed as necessary to permit proper completion of the work. ■ Earthwork should be accomplished in small sections to minimize exposure to wet conditions. That is, each section should be small enough so that the removal of unsuitable soil and placement and compaction of clean structural fill can be accomplished on the same day. The size of construction equipment may have to be limited to prevent soil disturbance. It may be necessary to excavate soils with an excavator located so that equipment does not track over the excavated area. In-place soil or fill soil that becomes wet and unstable and/or too wet to suitably compact should be removed and replaced with clean, granular soil. ■ Common measures, such as silt fences and/or straw bales or wattles placed at the perimeter of the site,can be used to control erosion. A wheel wash or quarry spalls at the site entrance will also limit soils spread to nearby streets from site equipment if trucks are expected to frequently enter and exit the Site. 109050-001 July 28, 2023 8 III SHANNON F&WILSON Haddon Park Development Geotechnical Report The above recommendations apply for all weather conditions but are most important for wet-weather earthwork. They should be incorporated into the contract specifications for excavations, foundation, and pavement construction. 7 CLOSING This geotechnical report was prepared for the exclusive use of Parametrix and the City of Bremerton,Washington, for the Haddon Park Development project. This geotechnical report should not be used without our approval if any of the following occurs: ■ Conditions change due to natural forces or human activity under, at, or adjacent to the site. ■ Assumptions stated in this geotechnical report have changed. ■ Project details change or new information becomes available such that our evaluations, analyses,conclusions, or recommendations may be affected. ■ If the site ownership or land use has changed. ■ More than ten years has passed since the date of this report. If any of these occur,we should be retained to review the applicability of our evaluations, analyses,conclusions, and recommendations. We recommend retaining Shannon&Wilson to review the portions of the plans and specifications pertaining to earthwork, and foundations to check consistency with our recommendations. We cannot assume responsibility or liability for the adequacy of our recommendations without our being retained to observe (geotechnical,environmental, mitigation) construction activities. Our involvement will help with developing alternative recommendations if the conditions observed during construction are different from those assumed in this geotechnical report. Our support services should include review of the Contractor's geotechnical submittals; observation of earthwork, foundation installation, and excavations; and as-needed support to clarify related issues. We have prepared the document"Important Information About Your Geotechnical/ Environmental Report" to assist you and others in understanding the use and limitations of this geotechnical report. Please read this document to learn how you can lower your risks for this project. 109050-001 July 28, 2023 9 III SHANNON F&WILSON Haddon Park Development Geotechnical Report 8 REFERENCES American Society of Civil Engineers,2013, Minimum design loads for buildings and other structures (3rd printing): Reston,Va., American Society of Civil Engineers, ASCE Standard ASCE/SEI 7-10. ASTM International, 2012,Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)), D1557-12e1: West Conshohocken,Pa., ASTM International,Annual book of standards,v. 04.08, soil and rock (I): D420 -D5876, 14 p., available:www.astm.org. Occupational Safety and Health Administration (OSHA),2015, Trenching and Excavation Safety,Document ID OSHA 2226-10R 2015,available: https://www.osha.gov/sites/default/files/publications/osha2226.pdf. Washington Department of Transportation (WSDOT),2021,Standard specifications for road,bridge, and municipal construction: Olympia, Wash.,WSDOT, Manual M 41-10, August, 1 v., available: https://www.wsdot.wa.gov/Publications/Manuals/M41-10.htm. Yount,J. C.; Minard,J. P.;and Dembroff,G. R., 1993,Geologic map of surficial deposits in the Seattle 30' by 60' quadrangle,Washington: U. S. Geological Survey Open-File Report 93-233, 2 sheets, scale 1:100,000. 109050-001 July 28, 2023 10 Z� L oo • • 1 o: 0 `• �...,, 0 . Li T� �`t+ E S Z ., w o H a za5 Z u) �pp H rf..q: k t 1 ew . t r ' . a =a . • a III �,. - ,a a io t i a ^► c ` a � ' m a y n}. d _ 3 . 1 ram. -lf N co . millif t 3wt I , yy'� ". !i ..+fi d u y r ' it i 4 co J w Z , O 0 1•° Z 0 W diU ..„.,,' ' i'''Z'',,. '-...f , : .: .,_,,,,,,-r,t''.;',..4' ,.: .*:0:: ' . //'. ., R'. t y u o. 1 o I x 1 t, ..,y t:v 0 3 ��t� ro Z k 10&J :IPPM EZO[/SZ/S WY4LBL:6 ..P'.1nbU-1.00-05.0601.1100105O601,0,0 0011.09 1a dnao W1.0,..0fl:9 a0ml0IId III SHANNON F&WILSON Haddon Park Development Geotechnical Report Appendix A Boring Logs 109050-001 July 28, 2023 A-i Total Depth: 11.4 ft. Northing: Drilling Method: Hollow Stem Auger Hole Diam.: Top Elevation: Easting: Drilling Company: CN Drilling Rod Diam.: NWJ Vert.Datum: Station: Drill Rig Equipment: CN Rig Hammer Type: Cafhead Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION o PENETRATION RESISTANCE (blowstfoot) Refer to the report text fora proper understanding of the t s a § w - A Hammer Wt. &Drop: 140 lbs/30 inches materials�ferials and drilling methods. The stratification a , E 2 c4 lines indicated below represent the approximate boundaries tj Qs tj between material types,and the transition may be gradual. 0 20 40 60 Loose, brown, Silty Sand(SM); moist to wet;fine-grained, subangular. 2 Medium dense, brown, Poorly Graded Sand 4.0 S? 4 with Silt(SP); wet; fine to medium, subangular gravel. z 6 Very dense, gray, Silty Sand with Gravel(SM); 7'0 moist; fine to medium. 8 (Glacial Till) "• s 10 .:. 83/.10.5°A BOTTOM OF BORING 11.4 COMPLETED 4/20/2023 12 14 F_{ 16 4 18 0 0 20 40 60 LEGEND * Sample Not Recovered SZ Ground Water Level ATD °lo Fines(<0.075mm) I 2.0"O.D.Split Spoon Sample • %Water Content In F 0 Haddon Park Development Project NOTES Bremerton,Washington 2 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. 0 2.Groundwater level,if indicated above,is for the date specified and may vary. 0 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-1 w o May 2023 109050-001 ct SHANNON&WILSON, INC. FIG. Geotechnical and Environmental Consultants VERSION 1 FINAL Total Depth: 14 ft. Northing: Drilling Method: Hollow Stem Auger Hole Diam.: Top Elevation: Easting: Drilling Company: CN Drilling Rod Diam.: NWJ Vert.Datum: Station: Drill Rig Equipment: CN Rig Hammer Type: Cathead Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION o - PENETRATION RESISTANCE (blowstfoot) Refer to the report text for a proper understanding of the t -a, a (1) -C. Hammer Wt. &Drop: 140 lbs/30 inches materials�ferials and drilling methods. The stratification a E 2 c- lines indicated below represent the approximate boundaries tj fn tj between material types,and the transition may be gradual. 0 20 40 60 Medium dense, gray-brown, Silty Sand(SM);moist; fine-grained; homogeneous. 2 4 Medium dense, gray, Poorly Graded Sand 5'0 (SP); moist; fine-to medium-grained; 2 6 homogeneous; little silt. 8 10 : 4 12 BOTTOM OF BORING 14.0 14 COMPLETED 4/20/2023 F_{ 16 1 18 0 0 20 40 60 LEGEND * Sample Not Recovered SZ Ground Water Level ATD % Fines(<0.075mm) I 2.0"O.D.Split Spoon Sample • %Water Content In F 0 Haddon Park Development Project NOTES Bremerton,Washington 2 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. 0 2.Groundwater level,if indicated above,is for the date specified and may vary. 0 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-2 w o May 2023 109050-001 ct SHANNON&WILSON, INC. FIG. Geotechnical and Environmental Consultants VERSION 1 FINAL Total Depth: 14 ft. Northing: Drilling Method: Hollow Stem Auger Hole Diam.: Top Elevation: Easting: Drilling Company: CN Drilling Rod Diam.: NWJ Vert.Datum: Station: Drill Rig Equipment: CN Rig Hammer Type: Cathead Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION o PENETRATION RESISTANCE (blowstfoot) Refer to the report text fora proper understanding of the t - - A Hammer Wt. &Drop: 140 lbs t 3t)inches subsurface materials and drilling methods. The stratification a , E 2 c- lines indicated below represent the approximate boundaries tj fn tj between material types,and the transition may be gradual. 0 20 40 60 Loose, brown, Silty Sand(SM); moist; little gravel;few glass fragments. (Fill) 2 3.3 Loose, gray-brown, Silty Sand(SM); moist; fine-grained, subangular. 0 4 Medium dense, gray, Silty Sand(SM); moist; 5'0 0 fine-grained; some orange oxidation; 2 6 • homogeneous. _(Glacial Till) 7.0 Medium dense, gray, Poorly Graded Sand with Silt(SP); moist; fine-to coarse-grained, s 8 subangular; homogeneous. 10 4 12 .\\\ BOTTOM OF BORING 14.0 '' 14 COMPLETED 4/20/2023 F_{ 16 1 18 0 0 20 40 60 LEGEND * Sample Not Recovered SZ Ground Water Level ATD % Fines(<0.075mm) I 2.0"O.D.Split Spoon Sample • %Water Content In F 0 Haddon Park Development Project NOTES Bremerton,Washington 2 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. 0 2.Groundwater level,if indicated above,is for the date specified and may vary. 0 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-3 w o May 2023 109050-001 ct SHANNON&WILSON, INC. FIG. Geotechnical and Environmental Consultants VERSION 1 FINAL Total Depth: 11.5 ft. Northing: Drilling Method: Hollow Stem Auger Hole Diam.: Top Elevation: Easting: Drilling Company: CN Drilling Rod Diam.: NWJ Vert.Datum: Station: Drill Rig Equipment: CN Rig Hammer Type: Cathead Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION o PENETRATION RESISTANCE (blowstfoot) Refer to the report text fora proper understanding of the t - a § • t A Hammer Wt. &Drop: 140 lbs/30 inches subsurface materials and drilling methods. The stratification a , E 2 lines indicated below represent the approximate boundaries tj Qs 0 between material types,and the transition may be gradual. 0 20 40 60 Loose, brown, Silty Sand(SM); moist;fine-to medium-grained, subangular. (Fill) 2 Medium dense, brown, Silty Sand(SM); moist; 2.5 fine-grained, subangular. 2 4 5.0 z Medium dense, brown to gray, Poorly Graded Sand(SP); moist; trace gravel; fine-grained; 3 J 6 ' homogeneous. 8 10 BOTTOM OF BORING 11.5 COMPLETED 4/20/2023 12 14 16 ti 1 n 18 0 20 40 60 LEGEND % Fines(<0.075mm) * Sample Not Recovered I 2.0"O.D.Split Spoon Sample • %Water Content In F 0 Haddon Park Development Project NOTES Bremerton,Washington 2 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. 0 2.Groundwater level,if indicated above,is for the date specified and may vary. 0 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-4 w o May 2023 109050-001 ct SHANNON&WILSON, INC. FIG. Geotechnical and Environmental Consultants VERSION 1 FINAL III SHANNON F&WILSON Haddon Park Development Geotechnical Report Appendix B Geotechnical Laboratory Testing I W I- O m J U W H O W CD X W 109050-00 July 28, 2023 A-ii III SHANNON F&WILSON Haddon Park Development Geotechnical Report B.l GENERAL We performed geotechnical laboratory testing on select soil samples retrieved from the soil borings drilled in the general location of the proposed picnic shelter and restroom. Our laboratory testing program included grain-size distribution analysis. B.2 GRAIN-SIZE DISTRIBUTION ANALYSIS Grain-size distribution analyses separate soil particles through mechanical and/or W sedimentation processes. Grain-size distributions are used to classify the granular component of soils and can correlate with soil properties,including frost susceptibility, permeability, shear strength, liquefaction potential, capillary action,and sensitivity to 0 moisture. The grain-size distribution analysis results are presented in this appendix. Grain- size distribution plots provide tabular information about each specimen, including Unified Soil Classification System group symbol and group name,water content, constituent (i.e., mcobble, gravel, sand, and fines) percentages, coefficients of uniformity and curvature, personnel initials,ASTM standard designation, and testing remarks. J We performed mechanical sieve analyses and hydrometer testing on select soil specimens to V determine the grain-size distribution of coarse and fine-grained soil particles in accordance with ASTM methods. W O B.3 REFERENCE W CD ASTM International,2009, Standard test methods for particle-size distribution(gradation)of CO soils using sieve analysis,D6913-04(2009)el:West Conshohocken, Pa., ASTM International, Annual book of standards,v. 04.09, soil and rock (II),D5877-latest, 34 p., available: www.astm.org. LJJ ASTM International, 2021,Standard test method for particle-size distribution (gradation) of CL Q fine-grained soils using the sedimentation (hydrometer)analysis,D7928-21e1: West Conshohocken, Pa., ASTM International, Annual book of standards,v. 04.09, soil and rock (II): D5878 - latest, 26 p., available: www.astm.org. 1 Ci CiCi July 28, 2023 SHANNON &WILSON GRAIN SIZE DISTRIBUTION PLOT Haddon Park Development Project BORING B-2 Bremerton,Washington Gravel Sand Fines Coarse Fine Coarse Medium Fine Silt Clay-Size Mesh Opening in Inches Mesh Openings per Inch,U.S.Standard Grain Size in Millimeters cv ry M� • ■ �� row ��� ry�o 0 0 0 0, o�o ono 0 0 100 • 1ti 95- -5 90 10 85- -15 80 20 75- -25 70 30 65- -35 -0 N (I, co 60 40 2 d 55- -45 O c 50 50 w I Li 45- -55 cr 1) �C 40 60 a 35- -65 30 70 25- -75 20 80 15- -85 10 90 5- -95 0 100 c$ o o ro ci a^i ti ro a M ti ^ n' p' oro ory o � a ti ^6ry h ^o 0 0 0 0 0 0 0 0 0 o a oo a' o0 0o a' d' 0 0' o o' o o' Grain Size(mm) Sample Depth Group USCS Gravel Sand Fines <20pm <2pm WC Tested Review ASTM Identification (ft) Symbol Group Name % % % % % % By By Std. •B-2,S-1' 2.5 SM Silty Sand 85 15 3 1 SJD N LP D6913 Test specimen did not meet minimum ass recommendations. F- 0 c9 }J_ z o_ d rn z Q 0 Q 0 9 0 0 rn 0 SHANNON &WILSON GRAIN SIZE DISTRIBUTION PLOT adoonr Pdlre Dvl vpirrt vrj Plow,j BORING B-2 Bit vi nrVtfi dhi g4jnr Gravel Sand Fines Coarse Fine Coarse Medium Fine Silt Clay-Size Mesh Opening in Inches Mesh Openings per Inch,U.S.Standard Grain Size in Millimeters ry V, CO � CO434, 0 0 0 0Y o bo ono 0 0 100 95- -5 90 10 85- -15 80 20 75- -25 70 30 65- -35 -D co) (0 co 60 40 2 d 55- -45 O c 50 50 w I lL N 45- -55 cr u) 40 60 a 9) 35- -65 30 70 25- -75 20 80 15- -85 10 90 5- -95 0 100 4 4 s4,a ti 4 4 a M ti n' cp oro ory o a 6 ^4 44• 44• o• o a o a o oo c$ o0 0o c$ Grain Size(mm) Sample Depth Group USCS Gravel Sand Fines <20pm <2pm WC Tested Review ASTM Identification (ft) Symbol Group Name % % % % % % By By Std. •B-3,S-1 2.5 SM Silty Sand 8 65 27 13 4 SJD N LP D6913 Test specimen did not meet minimum mass recommendations. I- 0 c9 }J_ z o_ d V rn z <I 0 0 <I 0 9 0 0 0 rn 0 Ell!SHANNON&WILSON Haddon Park Development Geotechnical Report Important Information About Your Geotechnical/Environmental Report Z 0 H a M Ce 0 LL Z I— z a I- Ce 0 a M 109050-001 July 28, 2023 I1-i =1II SHANNON F&WILSON Haddon Park Development Geotechnical Report CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise,your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANT'S REPORT IS BASED ON PROJECT-SPECIFIC FACTORS. A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project-specific factors. Depending on the project,these may include the general nature of the structure and property involved;its size and configuration;its historical use and practice;the location of the structure on the site and its orientation;other improvements such as access roads, parking lots, and underground utilities;and the additional risk created by Z scope-of-service limitations imposed by the client. To help avoid costly problems,ask the consultant 0 to evaluate how any factors that change subsequent to the date of the report may affect the I— recommendations. Unless your consultant indicates otherwise,your report should not be used (1)when the nature of the proposed project is changed(for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an Ounrefrigerated one,or chemicals are discovered on or near the site); (2)when the size,elevation, or L.L configuration of the proposed project is altered;(3)when the location or orientation of the proposed Z project is modified; (4)when there is a change of ownership;or(5)for application to an adjacent site. I— Consultants cannot accept responsibility for problems that may occur if they are not consulted after Qfactors that were considered in the development of the report have changed. Ce SUBSURFACE CONDITIONS CAN CHANGE. CDSubsurface conditions may be affected as a result of natural processes or human activity. Because a 1M geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts;for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical/environmental report. The consultant should be kept apprised of any such events and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant,who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations,you and your consultant can work together to help reduce their impacts. Retaining 109050-001 July 28, 2023 I I-1 =1II SHANNON F&WILSON Haddon Park Development Geotechnical Report your consultant to observe subsurface construction operations can be particularly beneficial in this respect. A REPORT'S CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant's report are preliminary,because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork;therefore,you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on Z misinterpretation of a geotechnical/environmental report. To help avoid these problems,the 0 consultant should be retained to work with other project design professionals to explain relevant H geotechnical, geological,hydrogeological,and environmental findings, and to review the adequacy of Q their plans and specifications relative to these issues. im O BORING LOGS AND/OR MONITORING WELL DATA SHOULD NOT BE SEPARATED CD FROM THE REPORT. Z Final boring logs developed by the consultant are based upon interpretation of field logs(assembled I— by site personnel),field test results,and laboratory and/or office evaluation of field samples and data. Z Only final boring logs and data are customarily included in geotechnical/environmental reports. 1- These final logs should not,under any circumstances,be redrawn for inclusion in architectural or Ce other design drawings,because drafters may commit errors or omissions in the transfer process. 0 CL To reduce the likelihood of boring log or monitoring well misinterpretation,contractors should be 1M given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you,you should advise contractors of the report's limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared,and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion,it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims 109050-001 July 28, 2023 11-2 III SHANNON F&WILSON Haddon Park Development Geotechnical Report being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts,reports,and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties; rather,they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report,and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the GBA, Silver Spring,Maryland O H ce O I- z O a 109050-00 July 28, 2023 APPENDIX E PRODUCT INFORMATION EXTERIOR HOSE BIB 6'—z" P 2—ROLL S.S. TOILET PAPER ,5”7 DISPENSER SURFACE MOUNTED 25W LED LIGHT FIXTURE, MOTION CONTROLLED K. U , I ��t',_�� 6o"x56w CLEAR FLOOR SPACE TVP, [INS m [INS "" m �� 2O0 AMP �r (i{% SERVICE PANEL 4 0. r 60" TURNING SPACE TYP, -,1, a 9 ‘I Ir4 s i i I I i I I ��� COAT HOOK 48" AFF I I _ TYP 3 PLCS A _ tU 7 oar 1' 3' ' 3'-6" / 31— 3' 3'-4° // 3'-6" 7 3' 1' 5 T-6" AT9' " A T-6" 5° is 26'-2" T Precast Products Elm a Flamingo Ave.Bldg 300,Nampa,ID 83607 MOSACS SANIF LOW HAND DRYER S.S. 901 N.Highway 77 Hillsboro,TN 76645 1 EACH RE ST ROOM 362 Waverly Road Williamstown, WV 2615I mime,Tim SANTIAGO 3O"X48" CLEAR FLOOR SPACE TYP. BUILDING NUMBER 23-016P NOECE The Informmmn contain ed herein is proprietary and the exclusive property of Or Inmrpomted The information may only be ueed by the original recipient for the purpose Intended Reproduction or distribution of this Information is strictly prohibited without the prior written consent of MIT Incorporated. By allowing mof this Inbmotion, UT Incorporated grants n nonty express or Implied, including o warranty of erchantability or of fitness for a particular purpose. SCALE n'-1=B" DAlE APPROVAL "e 7/19/23 DRAWN M.TOLMAN FILE NO. CHECKED PLOT FLOOR PLAN DWG NO. SHEET REV. 5-03 3 0 23 CEDAR SHAKE ROOF TEXTURE 21-4"x10" LEXAN WINDOWS BOARD R. BATT / HORIZONTAL LAP TEXTURE (TYP P PLCS) - TYP ALL EXTERIOR WALLS .! c Ian mlMIn�lMInNlMInNlnnalnalifilIMIMMITh ��l � nI_ lli I4IIJSUS1L1U nii m��mi■mmmmmn■mn■uiii ii 3068 DOOR 3068 DOOR 3068 DOOR °` W/ LVRc W/ LVRI ��� 1..Esi II II II II iII II II — W V A 2'-1" y P_5"/ 3' / 7,_2" ' 3' ' 7r-2" / 3' 1'-5" 8" 10'-2" / B" y 1r-5" 2G'-2" ' 1'-5"f 11'-6" / 29' T FRONT ELEVATION RH ELEVATION EXTERIOR LED LIGHT FIXTURE OBSCURE SKYLIGHT (TYP 3 PLCS) (TYP 3 PLCS) EXHAUST FAN (TYP 3 PLCS) ROOF CAP EiM11I�������i��1�I��i��I�I�p���i��1h�R�I��� h1�n�����i��11���I���i 12 1■I11101MMOM 1L�__ _ �11.11111l�n . 1111111MOMMIIIIIIIIIIIIISIIMMIIII pre oar nI■..........lmlllmll..... lm .11. Precast Products ill il E.Flamingo Ave.Bldg 306,Nampo,ID 83687 \' 901 N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Williamstown, WV 26187 G BUILDING NUMBER 23-016P NOCE i The information contained herein is proprietary one the extl uxive ProPe2Y of LMT Incoa orowte6re[The mmrmaeea av duly m sea by the ioiaal recipient o for the Pnrpase tended. Reproduction distribution at this nmrm armn s strictly prohibited without the p nor written consent or NT Incorporated. BY mlewmg ar lnie nm�maban, cxT mi,paratea oranm n - mntY, express or Im Pllee.Incuein9 e w rrontY of I ND mertM1an fabinly ar of filn ess Iota particular purpose. 2-1 NE MI 2 CORRECT FLOOR PLAN LAYOUT MC 10/20/21 y 1'-5" 2'-1" I CORRECT FLOCR BRAN LAYOUT MCI 7/20/21 WOODFORD B65 DATE EXTERIOR LOCKING 8"/ / 10'-P" 8" SCALE 1/a=Y- "omorLL O" DATE 05-0€-21 DRAWN FMs FILE NO. 5-343 HOSE BIB CHECKED RMs PLOT 48 261-2" 11'-6" BUILDING ELEVATIONS REAR ELEVATION LH ELEVATION DWG NO. SHEET REV S-04 4 2 23 GFCI OUTLET S.S. GRAB BAR- STAINLESS STEEL _ _ 18" X 36" S.S. MIRROR VANDAL RESISTANT WALL HUNG COAT HOOK LAVATORY _ WET LOCATION 4' LED LIGHT FIXTURE _ONE WAY OVAL 8x1 1/4 OCCUPANCY SENSOR ACTIVATED 2 ROLL SS.- ANCHOR LEAD G-8x1 - (VPF8-4-28W HP-4000-I20-CP-WHT-WET-OCC-TX/SD) TOILET TISSUE DISPENSER PREDRILL 1/4" B - A - CONCEALED TYPE PUSH STAINLESS STEEL - BUTTON FLUSH VALVE, TYP WATER CLOSET - ki Ik7d, SERVICE PANEL D CO4- i % m M• IN PMIN ��0 G EMr(Il MIN f,y� 12" MAX, m �� J III 1 1� �s a 1 T i r 0 �' a a - - Xu in Zu C in Zu , v III m in r , � 4" , /- 4" 5" O'-5" , 1'-6"f ,i 1'-5"/7 1'-6" -v 1'-5"f 5" 2'-10" Tr-6" 44/ 9'-e" I 7'-6" 3'-4" 4 ,/ 26 2 4'-6" MIN. ' B A T 3 -0 Ay- 6 -O / RESTROOM MIDDLE WALL INTERIOR ELEVATION SFCTION A — A BOBRICK B-262 PAPER TOWEL DISPENSER STAINLESS STEEL_ S.S. WASTE PAPER BASKET LAVATORY SANIFLOW HAND DRYER MO➢EL# SMOSACS-UL III our -) Precast Products 6707 E.Flamingo aye.Bldg ddo,Nampa,ID 03687 901 N. Highway A Hillsboro, 1N 76645 362 Waverly Road Williamstown, WV 26187 F SANTIAGO DOOR DOOR BUILDING NUMBER 23-016P NODOOR DOOR 3068 CE The information inntai edrl herein i, proprietary and ® The ev<lovir< property of MIT Incorporated. The r Information may only be used by the original recipientt for the purpose intended. Reproduction or distribution of this information i strictly prohibited without The t r T F prior written consent of car Incorporated. By allowing use of this'information, exr Incorporated grants no f warranty, express a implied, including a womanly of / merchantability or of fitness or particulr purpose. I Cu \ 2 CORRECT FLOOR PLAN LAYOUT MCT f 0/20/2f N 1 CORRECT FLOOR DRAIN LAYOUT MCI 7/20/21 os.& DATE —75 C1' 9_8 6'-0" 9,_8, 5"� SCALE 1/a'=TP-0" DAEE^ 05-06-2f DRAWN FMs FILE NO.0. 5-343 T 3'-0" ---AP" 6'-0' / CHECKED FMs PLOT ale 26'-2° , BUILDING SECTION B — B BUILDING BACK WALL INTERIOR ELEVATION INTERIOR ELEVATIONS DWG NO. SHEET REV. 5-05 2 23 PRODUCT SPECIFICATION BA871-BK ULTIMATE' PLAYGROUND BASKETBALL SYSTEM 116" 60" / ; CN A39u Air Stiq I1411111 BA47 i►11�I e 1111 1111 I 6"SQ Playing Surface *# ' •� I T - ED Li' wL:}• i i• 12"0 Pole shall be constructed of 6"square,3/16"wall structural steel tube suitable for a 39"in-ground installation.45°extension arm shall be 6"square,3/16"wall structural tube with a 4"square, 1/8"wall steel tube horizontal support and 1/4"thick steel backboard support plate.Pole shall be designed so that rim mounts directly to pole to minimize stress on the backboard. Extension arm shall be mounted by means of 6 each 5/8"grade 8 bolts. Pole system shall provide a minimum setback from the front of pole to front of backboard of 60". Entire pole system shall have a textured black polyester powder coated finish and carry a lifetime functional warranty.Vertical pole shall be capped to keep out rain. Backboard shall be constructed of formed and welded steel with a 42"x 60"rectangular playing surface.Skin shall be 12 ga.mild steel and rear structure shall be 7 ga.and 10 ga.steel.All edges of the skin shall be formed in such a way that no shear edges are exposed. Boards with exposed shear edges shall not be considered equal.The backboard shall be coated with a white polyester powder coated finish and have an official size orange shooter's square. Backboards shall carry an unconditional lifetime functional warranty. Rim shall consist of two 5/8"diameter high strength steel rings welded together at a minimum of six places. Back and side plates shall be 3/16"thick and be continuously welded.The net attachment system shall be of a continuous type constructed of 3/16"x 1"steel with punched net attachment slots suitable for nylon (included)or chain(optional)nets. Individual or continuous wire formed netlocks are not an acceptable equal. Rim shall have an unconditional lifetime warranty and orange powder coated finish. Installation to be completed in accordance to manufacturer's instructions. Do not scale drawings. Entire system weight shall be 500#. MANUFACTURED BY BISON, INC. •603 L STREET, LINCOLN, NEBRASKA, 68508 •WWVW.BISONINC.COM •402-474-3353 PROTECTED BY COPYRIGHT•ALL RIGHTS RESERVED •SUBJECT TO CHANGE WITHOUT NOTICE • REVISED 03/05/2015 Structural Calculations for Haddon Park 32' x 12' Marana Model Bremerton, WA Basisof Design... ... ... ... ... ... ... ........ ... ... ... ... ... ... ... ... ... ......... ... ... ... ... ... ... ... ... 1 Canopy Layout and Tributary Column Areas ... ... ... ... ... ... ... ... ... ... ... ......... ... ... ... .. 2 Calculaton of Design Wind Loads - Main Force Resisting Systems ... ... ... ... ... ... ... .... 3 RisaCalculations... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 4-13 Bolt Check Calculations... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 14 Post/Rafter Connection Calculations... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 15-16 Web Compression and Bending Calculations... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. 17-18 Foundation Calculations... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 19 Seismic Analysis to Design Wind Loads ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. 20-22 Super Span 24 Ga Metal Roofing Load Tables ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 23 HR-36 Roof Panel Load Tables ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 24-25 Haddon Park 32'x 12'Marana Model Details... ... ... ... ... ... ... ... ... ... ... ... . ... ..Sheets 1 - 12 May 01, 2023 • �, of ' 7:4/7f4 i. 1 / / , asv -"ZONAL I EXPIRES: 6/18/20231 7164 01, 2023 Structural Calculations and Design Details Applicable to Installation of One - 32' x 12' Marana Model at the Subject Site AMMTEc CONSULTANTS, PLLC CONSULTING ENGINEERING SERVICES 2447 W 12th Street,Suite 1 Tempe,AZ 85281 Phone: (480)927-9696 Fax:(480)927-9797 CLIENT: CRS 22016 Prepared By: EBS AMMTE CONSULTANTS PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 GENERAL NOTES&BASIS OF DESIGN 1.BUILDING CODE IBC 2015 ASCE 7-10 2.GRAVITY DESIGN: Sail Cloth Ventilation Reduction: N/A EXPOSURE C Seismic Design Category= D OCCUPANCY CLASS A Risk Category= II 3 SECOND WIND GUST 115 (mph) Structure Obstructed N Min: 0.48 (kPa) 10.0 (psf) Live Load: 20.0 (psf) Dead Load: 1.9(psf) Snow Load: 30.0(psf) SR: 0.957(kPa) Dead Load: 0.09(kPa) SS= 1.436(kPa) Member Dead Load will be included in the Risa Calculation 3.SOILS: Net allowable Bearing pressure 1,000 psf Ultimate passive pressure 100 psf Minimum footing depth 12 (inches)Unless local conditions are greater CONCRETE 1.CODES AND STANDARDS. Comply with the following Codes: A.ACI 318,"Building Code Requirements for Reinforced Concrete". B.ACI 347,"Recommended Practice for Concrete Form Work". 2.MATERIALS shall conform to the following: D.Air entrainment: ASTM C260 A.Cement;ASTM C150,Type V,Portland Cement. E.Fly ash: ASTM C618 B.Hard rock aggregates: ASTM C33 F.Calcium chloride SHALL NOT be used. Lightweight aggregates:ASTM C330 C.Water shall be potable. 3.MIX DESIGNS: A.The maximum slump shall be 4"w/o plasticizer added. C.Limit fly ash to 20%of the total cement. B.Use pea gravel and/or plasticizer in congested areas. D.Concrete mixes shall conform to the following: Max Min 28 Day Dry Aggregate Cement Strength Weight Size Entrained Per CY Type of Concrete Member (psi)* W/C Ratio (pcf) (inches) Air (%) (lbs) Footings&Slabs on Grade 2500 0.45 150 3/4 5±1 517 *(Special Inspection not required) 4.CONSTRUCTION: A.Mechanically vibrate concrete during placement. 5.FOOTINGS: B.Center footings on structure above,UNO. C.Exterior footings to be embedded a minimum depth. STEEL 1.CODES AND STANDARDS. Comply with: A.CRSI"Manual of Standard Practice". B.ACI"Detailing Manual",ACI 315(or SP-66). Reinforcing: 60 ksi A-615-Grade 60 HSS Tube: 46 ksi A-500 Roof Decking: 50 ksi A-792-Grade 50 Pipe: 36 ksi A-501 Bolts ASTM A36,ASTM A307 as specified on details 2.CONSTRUCTION: A.Detail,bolster,and support all rebar.Tie bars securely with proper clearances before casting concrete. B.Use rebar free flaky rust,grease,dirt,and other materials,which affect bond. C.Minimum lap splices(inches): Bar# #3 #4 #5 #6 Inches 16 20 24 33 D.Make cold bends. DO NOT use heat DO NOT re-bend a previously bent bar. E.Minimum concrete cover: (securely position and anchor rebar prior to pour) Cast against and permanently exposed to earth 3 (inches) Slabs-On-Grade(SOG) Center of slab,UNO F.DO NOT weld reinforcing unless specifically noted. AMM��]�//(( CLIENT: CRS 22016 Prepared By: EBS 1+. CONSULTANTS PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Member Weights psf Area Ttl Wt(Ibs) Roof Type&Guage: 1.44 384 553 T&G Roofing 3.6 384 1373 Misc Appurtenances&Matls: 0.5 384 192 Total Material Risa Weight= 1228 Areas Trib: CNw= 192 SF CNL= 192 SF Total Weight= 1,973 CNwe= 64 SF CNL,= 64 SF 20%Snow Load for Seismic= 1935 Total Load for Seismic= 3,908 Roof Snow Load[IBC 1608,ASCE 7] (Eq 7-1)Pr=0.7*Ce*Ct*1*pg pf=Ground Snow Load= 30 psf Canopy Dimensions Ce Exposure Factor= 1.0[ASCE T 7-2] Width 12 (ft) Length 32 (ft) Ct*=Thermal Factor= 1.2[ASCE T 7-3] Roof Pitch 2 (in)V 12 (in)H I=Impoortance Factor= 1.0[ASCE T 7-4] Column Height 8.33 (ft)Columns 3 Pr= 25.2 psf Top of Structure Height 10 (ft) Cs Sloped Roof Coeff= 1.00[ASCE F 7-2] (Eq 7-2)Ps Cs*Pt Ps 25.20 psf Structure Geometry Rectangle Spans Lectangle Area Formula 3 A=W`L= 384 ft^2 CLIENT: CRS 22016 Prepared By: EBS AMM'I iu CONSULTANTS PROJECT: Haddon Park 32'x 12' Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Calculaton of Design Wind Loads -Main Force Resisting Systems ASCE 7-10 Exposure: C Occupancy Class: A Eq: p=qh*G*CN (Eq 27.4-3)[262] 3s Wind Gust(mph): 115 _z Exp Where: qh=0.00256*kz*kzt*kD*V2*I (Eq 27.3-1)[260] ft C z= 10 kz= 0.85 (T 27.3-1)[261] 0 0.85 k (1+kt*k2*k3)2 (F 26.8-1)[253] 15 0.85 ki= 0.29 H/LH=0 (F 26.8-1)[253] 20 0.9 k2= 1.0 X/LH 0 (F 26.8-1)[253] 25 0.94 k3= 0.0 Z/hH=Z/0 (F 26.8-1)[253] 30 0.98 k 1.0 35 1.01 kD= 0.85 _ 40 1.04 V= 115 mph (F 26.5-1A)[247a] 45 1.065 50 1.09 qh=0.00256*0.85*1*0.85*115^2= 24.46 psf 60 1.13 G= 0.85 (S 26.9.4)[254] Rise Run qh*G= 20.79 psf Roof Pitch= 2 12 cc= 9.5 Degrees Cm Values interpolated to 9.5 degrees CNw=p(psi) CNL=p(psf) c= 9.5 Case A-Clear/Unobstructed Wind Flow:y=0° -0.68 -14.14 -1.00 -20.73 4CN= 0.32 CN(Avg)= -0.84 Case B-Clear/Unobstructed Wind Flow:y 0° -1.53 -31.88 0.00 0.00 ACM= -1.53 CN(Avg)= -0.77 Case A-Clear/Unobstructed Wind Flow:y=180° 1.01 20.93 1.50 31.22 4CN= -0.49 CN(Avo= 125 Case B-Clear/Unobstructed Wind Flow:y=180° 1.65 34.38 0.30 6.28 1 AC = 1.35 C 0.98 N(Av�- (F27.4-4 thru F27.4-7)[267-270] Main Wind Force Resisting System 0.25 5 li/L 5 1.0 Figure 6-18A I Net Pressure Coefficient,CN Monoslope Free Roofs Open Buildings q S 45°, y=0°, 180' L L 4 0.5 L 0.5 L 0.5 L 0.5 L 4 ÷----* ��• CNW �� L Wind Wind cm. Cr.,,,, Direction 4* ,1 V' Direction h Ar I h Or y 0° // /////////////// ////////////////// Roof Load Wind Direction,y=0° Wind Direction,y=180° Angle Case Clear Wind Flow Obstructed Wind Flow Clear Wind Flow Obstructed Wind Flow e CNW CNL CNW Cm, Cray CNL CMv CNL e° A 1.2 0.3 -0.5 -1.2 1.2 0.3 -0.5 -1.2 B -1.I -0.1 -1.1 -0.6 -1.1 -0.1 -1.1 -0.6 7.5° A -0.6 -I -1 -1.5 0.9 1.5 -0.2 -1.2 II -1.4 0 -1.7 -0.8 1.6 0.3 0.8 -0.3 15° A -0.9 -1.? -1.1 -1.5 , 1.3 1.6 0.4 -1.1 It -1.9 1 -2.1 -0.6 1.8 0.6 1.2 -0.3 : CRS 5/1/2023 I ICompany'RIS ® Designer : EBS 3:10:10 PM Job Number : 22016 Checked By : A NEMETSCHEK COMPA, Model Name : Haddon Park Node Coordinates Label X[ft] Y[ft] Z[ft] Detach From Diaphragm 1 N2 0 8 0 2 N3 0 0 -2 3 N4 0 8.333333 -2 4 N5 0 9.666667 -10 5 N6 0 10 -12 6 N8 2 8 0 7 N10 2 8.333333 -2 8 N11 2 9.666667 -10 9 N12 2 10 -12 10 N15 -14 0 -2 11 N16 -14 8.333333 -2 12 N17 -14 9.666667 -10 13 N20 -30 8 0 14 N22 -30 8.333333 -2 15 N23 -30 9.666667 -10 16 N24 -30 10 -12 17 N26 -28 8 0 18 N27 -28 0 -2 19 N28 -28 8.333333 -2 20 N29 -28 9.666667 -10 21 N30 -28 10 -12 22 N31 2 9 -6 23 N32 -30 9 -6 Node Boundary Conditions Node Label X[lb/in] Y[lb/in] Z[lb/in] X Rot[k-ft/rad] Y Rot[k-ft/rad] Z Rot[k-ft/rad] 1 N27 Reaction Reaction Reaction Reaction Reaction Reaction 2 N15 Reaction Reaction Reaction Reaction Reaction Reaction 3 N3 Reaction Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Properties Label E[psi] G [psi] Nu Therm. Coeff. [1 e5°F-1] Density[Ib/ft3] Yield [psi] Ry Fu [psi] Rt 1 A36 Gr.36 2.9e+7 1.115e+7 0.3 0.65 490 36000 1.5 58000 1.2 2 A572 Gr.50 2.9e+7 1.115e+7 0.3 0.65 490 50000 1.1 58000 1.2 3 A992 2.9e+7 1.115e+7 0.3 0.65 490 50000 1.1 58000 1.2 4 A500 Gr.42 2.9e+7 1.115e+7 0.3 0.65 490 42000 1.3 58000 1.1 5 A500 Gr.46 2.9e+7 1.115e+7 0.3 0.65 490 46000 1.2 58000 1.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area[in2l lyy[in°l lzz[in'l J[in4] 1 End Column HSS7X7X3 Column Tube A500 Gr.46 Typical 4.67 36 36 56.1 2 Mid Column HSS7X7X3 Column Tube A500 Gr.46 Typical 4.67 36 36 56.1 3 End Rafter HSS10X4X3 Beam Tube A500 Gr.46 Typical 4.67 13.9 57.8 36.5 4 Mid Rafter HSS10X4X3 Beam Tube A500 Gr.46 Typical 4.67 13.9 57.8 36.5 5 Ext#1 HSS4X3X2 Beam Tube A500 Gr.46 Typical 1.54 2.27 3.52 4.38 6 Ext#2 HSS4X3X2 Beam Tube A500 Gr.46 Typical 1.54 2.27 3.52 4.38 7 Perimeter HSS6X3X2 Beam Tube A500 Gr.46 Typical 2 3.23 9.43 7.73 8 Fascia HSS6X3X2 Beam Tube A500 Gr.46 Typical 2 3.23 9.43 7.73 RISA-3D Version 21 [Kitsap Lake Park 32'x 12'Marana Model... Page 1 : CRS 5/1/2023 I ICompany'RIS ® Designer : EBS 3:10:10 PM Job Number : 22016 Checked By : A NEMETSCHEK COMPA, Model Name : Haddon Park Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M1 N27 N28 End Column Column Tube A500 Gr.46 Typical 2 M2 N3 N4 End Column Column Tube A500 Gr.46 Typical 3 M3 N15 N16 Mid Column Column Tube A500 Gr.46 Typical 4 M4 N26 N28 Ext#1 Beam Tube A500 Gr.46 Typical 5 M5 N2 N4 Ext#1 Beam Tube A500 Gr.46 Typical 6 M6 N28 N22 170.54 Ext#2 Beam Tube A500 Gr.46 Typical 7 M7 N10 N4 170.54 Ext#2 Beam Tube A500 Gr.46 Typical 8 M8 N29 N23 170.54 Ext#2 Beam Tube A500 Gr.46 Typical 9 M9 N11 N5 170.54 Ext#2 Beam Tube A500 Gr.46 Typical 10 M10 N28 N29 End Rafter Beam Tube A500 Gr.46 Typical 11 M11 N4 N5 End Rafter Beam Tube A500 Gr.46 Typical 12 M12 N16 N17 Mid Rafter Beam Tube A500 Gr.46 Typical 13 M13 N4 N16 170.54 Perimeter Beam Tube A500 Gr.46 Typical 14 M14 N16 N28 170.54 Perimeter Beam Tube A500 Gr.46 Typical 15 M15 N5 N17 170.54 Fascia Beam Tube A500 Gr.46 Typical 16 M16 N17 N29 170.54 Fascia Beam Tube A500 Gr.46 Typical Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Channel Conn. a[ft] y sway z sway Function 1 M1 End Column 8.333 N/A N/A Lateral 2 M2 End Column 8.333 N/A N/A Lateral 3 M3 Mid Column 8.333 N/A N/A Lateral 4 M4 Ext#1 2.028 Lbyy N/A N/A Lateral 5 M5 Ext#1 2.028 Lbyy N/A N/A Lateral 6 M6 Ext#2 2 Lbyy N/A N/A Lateral 7 M7 Ext#2 2 Lbyy N/A N/A Lateral 8 M8 Ext#2 2 Lbyy N/A N/A Lateral 9 M9 Ext#2 2 Lbyy N/A N/A Lateral 10 M10 End Rafter 8.11 Lbyy N/A N/A Lateral 11 M11 End Rafter 8.11 Lbyy N/A N/A Lateral 12 M12 Mid Rafter 8.11 Lbyy N/A N/A Lateral 13 M13 Perimeter 14 Lbyy N/A N/A Lateral 14 M14 Perimeter 14 Lbyy N/A N/A Lateral 15 M15 Fascia 14 Lbyy N/A N/A Lateral 16 M16 Fascia 14 Lbyy N/A N/A Lateral Member Point Loads No Data to Print... Member Area Loads(BLC 1:Dead Load) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N24 N12 Y Perp to A-B -5 Member Area Loads(BLC 2:Live Load) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N24 N12 Y Perp to A-B -20 RISA-3D Version 21 [Kitsap Lake Park 32'x 12'Marana Model... Page 2 : CRS 5/1/2023 I ICompany'RIS ® Designer : EBS 3:10:10 PM Job Number : 22016 Checked By : A NEMETSCHEK COMPA, Model Name : Haddon Park Member Area Loads(BLC 3:Snow Load) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N24 N12 Y Perp to A-B -25.2 Member Area Loads(BLC 4: Wind Load) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N32 N31 Perp Perp to A-B 0 2 N31 N32 N24 N12 Perp Perp to A-B -31.88 Member Area Loads(BLC 5:Earthquake Load X) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N24 N12 X Perp to A-B 10.47 Member Area Loads(BLC 6: Wind uplift) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N32 N31 Perp Perp to A-B 34.38 2 N31 N32 N24 N12 Perp Perp to A-B 6.28 Member Area Loads(BLC 7:Earthquake Load Z) Node A Node B Node C Node D Direction Load Direction Magnitude[psf] 1 N8 N20 N24 N12 Z Perp to A-B 10.47 Basic Load Cases BLC Description Category Y Gravity Distributed Area(Member) 1 Dead Load DL -1 1 2 Live Load RLL 1 3 Snow Load SL 1 4 Wind Load WL 2 5 Earthquake Load X ELX 1 6 Wind uplift WL 2 7 Earthquake Load Z ELZ 1 8 BLC 1 Transient Area Loads None 8 9 BLC 2 Transient Area Loads None 8 10 BLC 3 Transient Area Loads None 8 11 BLC 4 Transient Area Loads None 8 12 BLC 5 Transient Area Loads None 8 14 BLC 7 Transient Area Loads None 8 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 Case 1 Yes DL 1 2 Case 3 Yes DL 1 RLL 1 3 Case 3 SL Yes DL 1 SL 1 4 Case 4 Lr Yes DL 1 RLL 0.75 5 Case 4 SL Yes DL 1 SL 0.75 6 Case 5 Yes DL 1 4 0.6 7 Case 6a snow Yes DL 1 4 0.45 SL 0.75 8 Case 6a Lr Yes DL 1 4 0.45 RLL 0.75 RISA-3D Version 21 [Kitsap Lake Park 32'x 12'Marana Model... Page 3 : CRS 5/1/2023 I ICompany'RISC ® Job N Designerumber :: 22016 EBS 3:10:10 PM Checked By : A NEMETSCHEK COMPA, Model Name : Haddon Park Load Combinations(Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 9 Case 6b snow Yes DL 1 SL 0.75 ELX 0.525 10 Case 6b snow Yes DL 1 SL 0.75 ELZ 0.525 11 Case 7 Yes DL 0.6 4 0.6 12 Case 8 Yes DL 0.6 ELX 0.7 13 Case 8 Yes DL 0.6 ELZ 0.7 14 Case 5 Up Yes DL 1 7 0.6 15 Case 7 Up Yes DL 0.6 7 0.6 16 LIVE LOAD CHECK RLL 1 17 18 IBC 16-3(b) (a) Y DL 1.2 RLL 1.6 6 0.5 19 IBC 16-3(d) (a) Y DL 1.2 6 0.5 20 IBC 16-4(a) (a) Y DL 1.2 6 1 RLL 0.5 21 IBC 16-4(b) (a) Y DL 1.2 6 1 RLL 0.5 22 IBC 16-6(a) Y DL 0.9 6 1 23 IBC 16-7(a) Y DL 0.9 Rho*ELX 1 24 IBC 16-7(b) Y DL 0.9 Rho*ELZ 1 25 IBC 16-7(c) Y DL 0.9 Rho*ELX -1 26 IBC 16-7(d) Y DL 0.9 Rho*ELZ -1 27 IBC 16-5(os-a) Y DL 1.2 ELX 1 28 IBC 16-5(os-b) Y DL 1.2 ELZ 1 29 IBC 16-7(os-a) Y DL 0.9 ELX 1 30 IBC 16-7(os-b) Y DL 0.9 ELZ 1 Envelope Node Reactions Node Label X[Ib] LC Y[Ib] LC Z[Ib] LC MX[lb-ft] LC MY[lb-ftl LC MZ[lb-ftl LC 1 N27 max 728.961 3 3660.18 3 254.126 9 15736.098 3 1549.76 12 5436.783 12 2 min -787.489 12 -488.384 11 -820.02 13 -8936.612 11 -273.015 3 -1932.914 3 3 N15 max 0 2 5664.606 3 -22.395 12 18772.317 3 1565.15 12 6296.968 12 4 min -1106.113 12 -790.997 11 -1213.116 13 -10822.275 11 0 3 0 11 5 N3 max 125.735 11 3660.18 3 93.922 3 15736.098 3 1614.346 12 5893.02 12 6 min -1237.709 9 -488.384 11 -820.02 13 -8936.612 11 -122.069 13 -330.689 11 7 Totals: max 0 3 12984.965 3 0 3 8 min -2853.156 12 -1767.764 11 -2853.156 13 Envelope Member End Reactions MemberMember End Axial[lbl LC y Shear[lbl LC z Shear[lbl LC Torque[lb-ftl LC y-y Moment[Ib-ftl LC z-z Moment[Ib-ftl LC 1 M 1 I max 3660.18 3 787.489 12 254.126 9 1549.76 12 8936.612 11 5436.783 12 2 min -488.384 11 -728.961 3 -820.02 13 -273.015 3 -15736.098 3 -1932.914 3 3 J max 3527.755 3 787.489 12 254.126 9 1549.76 12 7056.358 11 4141.763 3 4 min -567.839 11 -728.961 3 -820.02 13 -273.015 3 -14953.412 3 -1125.628 12 5 M2 I max 3660.18 3 1237.709 9 93.922 3 1614.346 12 8936.612 11 5893.02 12 6 min -488.384 11 -125.735 11 -820.02 13 -122.069 13 -15736.098 3 -330.689 11 7 J max 3527.755 3 1237.709 9 93.922 3 1614.346 12 7056.358 11 717.099 11 8 min -567.839 11 -125.735 11 -820.02 13 -122.069 13 -14953.412 3 -4520.829 9 9 M3 I max 5664.606 3 1106.113 12 -22.395 12 1565.15 12 10822.275 11 6296.968 12 10 min -790.997 11 0 1 -1213.116 13 0 1 -18772.317 3 0 1 11 J max 5532.181 3 1106.113 12 -22.395 12 1565.15 12 9481.984 11 0 15 12 min -870.451 11 0 1 -1213.116 13 0 1 -20337.689 3 -2920.644 12 13 M4 I max 0 15 0 15 0 15 0 15 0 15 0 15 14 min 0 1 0 1 0 1 0 1 0 1 0 1 15 J max -1.048 13 -6.288 15 0 15 0 15 0 15 10.625 9 16 min -1.747 2 -10.481 9 0 1 0 1 0 1 6.375 15 17 M5 I max 0 15 0 15 0 15 0 15 0 15 0 15 RISA-3D Version 21 [Kitsap Lake Park 32'x 12'Marana Model... Page 4 : CRS 5/1/2023 I ICompany'RISC ® Designer : EBS 3:10:10 PM Job Number : 22016 Checked By : A NEMETSCHEK COMPA, Model Name : Haddon Park Envelope Member End Reactions(Continued) MemberMember End Axial[Ib]. LC y Shear[Ib]. LC z Shear[Ib]. LC Torque[Ib-ft]. LC y-y Moment[lb-ftl LC z-z Moment[lb-ftl LC 18 min 0 1 0 1 0 1 0 1 0 1 0 1 19 J max -1.048 11 -6.288 13 0 15 0 15 0 15 10.625 9 20 min -1.747 2 -10.481 9 0 1 0 1 0 1 6.375 13 21 M6 I max 89.161 12 -27.549 13 -7.032 12 0 15 115.472 10 -27.549 13 22 min 0 1 -372.74 3 -115.472 10 0 1 7.032 11 -372.74 3 23 J max 0 15 0 15 0 15 0 15 0 15 0 15 24 min 0 1 0 1 0 1 0 1 0 1 0 1 25 M7 I max 0 15 0 15 0 15 0 15 0 15 0 15 26 min 0 1 0 1 0 1 0 1 0 1 0 1 27 J max 0 15 372.74 3 115.472 10 0 15 115.472 10 -27.549 13 28 min -89.161 12 27.549 13 7.032 12 0 1 7.032 11 -372.74 3 29 M8 I max 89.161 12 190.499 11 -7.032 12 0 15 115.472 10 190.499 11 30 min 0 1 -372.74 3 -115.472 10 0 1 7.032 12 -372.74 3 31 J max 0 15 0 15 0 15 0 15 0 15 0 15 32 min 0 1 0 1 0 1 0 1 0 1 0 1 33 M9 I max 0 15 0 15 0 15 0 15 0 15 0 15 34 min 0 1 0 1 0 1 0 1 0 1 0 1 35 J max 0 15 372.74 3 115.472 10 0 15 115.472 10 190.499 11 36 min -89.161 12 -190.499 11 7.032 12 0 1 7.032 12 -372.74 3 37 M10 I max 507.902 10 1848.13 3 156.454 13 1079.787 11 2170.582 12 14757.067 3 38 min -123.649 12 -800.711 11 -411.369 12 -1976.117 3 -572.94 13 -6944.014 11 39 J max 486.714 10 1721.003 3 156.454 13 1079.787 11 695.954 13 283.608 3 40 min -136.362 12 -876.988 11 -411.369 12 -1976.117 3 -1165.764 12 -140.653 11 41 M11 I max 507.902 10 1848.13 3 23.966 3 1976.117 3 2108.675 12 14757.067 3 42 min 65.099 1 -800.711 11 -405.546 12 -1079.787 11 -259.662 3 -6944.014 11 43 J max 486.714 10 1721.003 3 23.966 3 1976.117 3 -12.236 1 283.608 3 44 min 43.911 1 -876.988 11 -405.546 12 -1079.787 11 -1180.448 12 -140.653 11 45 M12 I max 902.709 10 2692.161 3 0 15 565.42 12 2734.946 12 20751.63 3 46 min 13.563 11 -1191.8 11 -609.663 12 0 1 0 1 -9693.921 11 47 J max 881.521 10 2565.034 3 0 15 565.42 12 0 15 281.307 11 48 min 0.85 11 -1268.076 11 -609.663 12 0 1 -2209.633 12 -567.217 3 49 M13 I max 883.682 9 -95.678 13 -33.995 1 105.969 11 869.033 12 -186.838 13 50 min -183.621 11 -1263.855 3 -380.38 10 -206.97 3 40.958 1 -3059.981 9 51 J max 752.928 3 1366.944 3 431.528 10 105.969 11 1128.021 10 905.603 12 52 min -183.621 11 -30.816 12 -89.014 12 -206.97 3 -736.856 12 -3248.544 3 53 M14 I max 787.924 9 -110.132 13 -0.985 11 206.97 3 1295.915 9 -288.011 13 54 min -183.621 11 -1366.944 3 -431.528 10 -105.969 11 -119.545 11 -3559.909 9 55 J max 752.928 3 1263.855 3 380.38 10 206.97 3 823.609 13 1092.771 12 56 min -286.959 12 -42.95 12 -99.605 12 -105.969 11 -819.883 12 -2526.923 3 57 M15 I max 316.385 12 686.486 11 -32.178 1 140.653 11 1187.451 12 1270.277 11 58 min -23.966 3 -1348.271 3 -371.189 10 -283.608 3 23.94 1 -2348.861 3 59 J max 156.454 13 1282.528 3 440.72 10 140.653 11 1170.614 10 903.142 11 60 min -307.743 12 -634.038 11 -130.628 12 -283.608 3 -1001.034 12 -1888.657 3 61 M16 I max 301.92 12 634.038 11 -0.451 11 283.608 3 1532.141 9 903.142 11 62 min -23.966 3 -1282.528 3 -440.72 10 -140.653 11 -122.09 11 -1888.657 3 63 J max 156.454 13 1348.271 3 371.189 10 283.608 3 790.933 13 1270.277 11 64 min -322.208 12 -686.486 11 -143.4 12 -140.653 11 -1158.723 12 -2348.861 3 Envelope AISC 9TH:ASD Member Steel Code Checks Member Shape Code Check Loc[ft1LC Shear Check Loc[ft1DirLC Fa[psi] Ft[psilFb y-y[psilFb z-z[peg Cb Cmy Cmz ASD Eqn 1 M 1 HSS7X7X3 0.835 8.333 3 0.08 8.333 y 12 24447.202 27600 27600 27600 2.3 0.98 0.413 H 1-2 2 M2 HSS7X7X3 0.835 8.333 3 0.086 8.333 y 1224447.202 27600 27600 27600 2.3 0.98 0.413 H1-2 3 M3 HSS7X7X3 0.903 8.333 3 0.088 8.333 y 1224130.734 27600 27600 27600 1.75 0.969 0.6 H1-2 4 M4 HSS4X3X2 0.002 2.028 9 0.001 2.028 y 9 26110.56727600 27600 30360 1.75 0.6 0.85 H2-1 5 M5 HSS4X3X2 0.002 2.028 9 0.001 2.028 y 9 26110.56727600 27600 30360 1.75 0.6 0.85 H2-1 RISA-3D Version 21 [Kitsap Lake Park 32'x 12'Marana Model... Page 5 : CRS 5/1/2023 ICompany 'RISA Designer : EBS 3:10:10 PM Job Number : 22016 Checked By : A NEMETSCHEK COMPA, Model Name : Haddon Park Envelope AISC 9TH:ASD Member Steel Code Checks(Continued) Member Shape Code Check Loc[ft1LC Shear Check Loc[ft1DirLC Fa[psi] Ft[psilFb y-y[psilFb z-z[peg Cb Cmy Cmz ASD Eqn 6 M6 HSS4X3X2 0.102 0 3 0.022 0 y 3 26135.52227600 27600 30360 1.75 0.85 0.85 H1-2 7 M7 HSS4X3X2 0.102 2 3 0.022 2 y 3 26135.52227600 27600 30360 1.75 0.85 0.85 H1-2 8 M8 HSS4X3X2 0.102 0 3 0.022 0 y 3 26135.52227600 27600 30360 1.75 0.85 0.85 H1-2 9 M9 HSS4X3X2 0.102 2 3 0.022 2 y 3 26135.52227600 27600 30360 1.75 0.85 0.85 H1-2 10 M10 HSS10X4X3 0.526 0 3 0.127 0 y 3 21285.291 27600 27600 30360 1.73 0.701 0.85 H1-2 11 M11 HSS10X4X3 0.526 0 3 0.127 0 y 3 21285.291 27600 27600 30360 1.73 0.701 0.85 H1-2 12 M12 HSS10X4X3 0.714 0 3 0.055 0 y 9 21285.291 27600 27600 30360 1.779 0.6 0.85 H1-2 13 M13 HSS6X3X2 0.632 14 3 0.088 14 y 3 8544.865 27600 27600 27600 1.115 0.85 0.85 H1-2 14 M14 HSS6X3X2 0.768 0 9 0.088 0 y 3 8544.865 27600 27600 27600 1.484 0.85 0.85 H1-2 15 M 15 HSS6X3X2 0.51 0 9 0.1 0 y 3 8544.865 27600 27600 27600 1.24 0.85 0.85 H1-2 16 M16 HSS6X3X2 0.551 0 9 0.1 14 y 3 8544.865 27600 27600 27600 1 0.85 0.85 H1-2 Material Take-Off Material Size Pieces Length[ft] Weight[LB] 1 Hot Rolled Steel 2 A500 Gr.46 HSS10X4X3 3 24.3 386.644 3 A500 Gr.46 HSS4X3X2 6 12.1 63.172 4 A500 Gr.46 HSS6X3X2 4 56 381.111 5 A500 Gr.46 HSS7X7X3 3 25 397.274 6 Total HR Steel 16 117.4 1228.202 RISA-3D Version 21 [Kitsap Lake Park 32'x 12'Marana Model... Page 6 Mr��y y� CLIENT: CRS 22016 Prepared By: EBS a CoN st LT IIVI S PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 End Rafter M10:Moment Couple from Rim Calculation Beam+Gusset Depth= 16 inches Mu(resultant)conservative= 14.76 ft-kips Per Beam Ring Shear Loading= 1.848 kips d= 14.75 inches Checked Combined Loading Bolt Area(in^2) Bolt Pairs= 1 Shear check(ksi) 0.6013 Top Bolt Force= 12.0 kips fv=Pv/Ab= 3.073 Bolt Dia(in): 7/8 A307r OK Tension Check(ksi) I Rn!W= 12.0 kips ft=Pt/Ab= 19.97 Ft'=26-1.8*fv<20 20.00 If Ft>ft then OK OK Mid Rafter M12:Moment Couple from Rim Calculation Beam+Gusset Depth= 16 inches Mu(resultant)conservative= 20.751 ft-kips Per Beam Ring Shear Loading= 2.692 kips d= 14.75 inches Checked Combined Loading Bolt Area(in^2) Bolt Pairs= 1 Shear check(ksi) 0.4418 Top Bolt Force= 16.9 kips fv=Pv/Ab= 6.093 Bolt Dia(in): 3/4 A325I OK Tension Check(ksi) RNA(= 19.4 kips ft=Pt/Ab= 38.21 Ft=(44A2-4.39*fv"2)".5= 42.11 If Ft>ft then OK OK Ext#2 M8: Moment Couple from Rim Calculation Beam Depth= 4 inches Mu(resultant)conservative= 0.372 ft-kips Per Beam End Loading= 0.372 kips d= 2.75 inches Checked Combined Loading Bolt Area(in^2) Bolt Pairs= 1 Shear check(ksi) 0.3068 Top Bolt Force= 1.6 kips fv=Pv/Ab= 1.213 Bolt Dia(in): 5/8 A3071 OK 1 Tension Check(ksi) I Rv/S2= 6.1 kips ft=Pt/Ab= 5.29 Ft'=26-1.8*fv<20 20.00 _ If Ft>ft then OK OK Perimeter M14:Moment Couple from Rim Calculation Beam Depth= 6 inches Mu(resultant)conservative= 3.559 ft-kips Per Beam Ring Shear Loading= 1.366 kips d= 4.75 inches Checked Combined Loading Bolt Area(in^2) Bolt Pairs= 1 Shear check(ksi) 0.6013 Top Bolt Force= 9.0 kips fv=Pv/Ab= 2.272 Bolt Dia(in): 7/8 A307I OK Tension Check(ksi) I Rvh:2= 12.0 kips ft=Pt/Ab= 14.95 Ft'=26-1.8*fv<20 20.00 If Ft>ft then OK OK Fascia M16:Moment Couple from Rim Calculation Beam Depth= 6 inches Mu(resultant)conservative= 2.348 ft-kips Per Beam Ring Shear Loading= 1.348 kips d= 4.75 inches Checked Combined Loading Bolt Area(in^2) Bolt Pairs= 1 Shear check(ksi) 0.4418 Top Bolt Force= 5.9 kips fv=Pv/Ab= 3.051 Bolt Dia(in): 3/4 A3071 OK Tension Check(ksi) I Rv/S2= 8.8 kips ft=Pt/Ab= 13.43 Ft'=26-1.8*fv<20 20.00 If Ft>ft then OK OK �I CLIENT: CRS 22016 Prepared By: EBS AMM ri .i CONsUIjANrs PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Post Rafter Connection Plates End Rafter M10 Max Moment at Top of Column= 14.76 kip-ft (M4-LC2)(ASD) Reference AISC Design Guide 16"Flush and Extended Multiple-Row Moment End-Plate Connections." Using the following modified view of the rafter end plate,design connection based on the methodology used for flush end plate moment connection design, Design Procedure 1: Moment Couple(No Prying Action) Equations used in AISC Design Guide 16 are based on LRFD Design.Convert ASD moment to LRFD: Bolt Dia 7/8 inches #of Bolts 2 Mu(resultant)ends= 1.5Mw Mu(resultant)ends= 265.63 in-kips 4,= 0.75 Ft= 90.00 +b= 0.9 E d„= 4.625 db,required= rzpF(2Mu d,) divided by#of bolts db,required= 0.37 inches OK Required End Plate Thickness bp= 4 inches Column Thickness 0.188 inches d= 16 inches End Plate Thickness 0.375 inches g= inches Reinforcing Plate Thickness 0.250 inches 1 s= 7,117,g s= 1.00 inches 14 pf= 1.00 inches h1= 14.625 inches Li Y 2I. V, +s�i+g i- kpf+s)1 Y= 117.00 7= 1.25(for flush connections) 16" (TrdaFF) P,= 4 14.625' Pt= 54.12 kips @M°P= cp[2Pt(Edn)] 0 4)M„p 375.45 kip-in j1.11y(cgM,rp) a J tp,required— cobFpyY tp,required= 0.37 in OK Weld Connection Using ASD Methods,check rafter plate to rafter weld:try 3/8"fillet weld d2 Sweld=bd+3 Sweld= 149.33 in^2 Fexx= 70 tw= 0.125 inches R„=0.6FExx*t,,,,0.707 R.= 3.71 kip/in R./t]= 1.86 kip/in fI=2.0 Maiiow= R2 Swefd Maiiow= 277.14 kip-in �J CLIENT: CRS 22016 Prepared By: EBS AMMTH CONSUI/rANTS PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Post Rafter Connection Plates Mid Rafter M12 Max Moment at Top of Column= 20.75 kip-ft (M4-LC2)(ASD) Reference AISC Design Guide 16"Flush and Extended Multiple-Row Moment End-Plate Connections." Using the following modified view of the rafter end plate,design connection based on the methodology used for flush end plate moment connection design, Design Procedure 1: Moment Couple(No Prying Action) Equations used in AISC Design Guide 16 are based on LRFD Design.Convert ASD moment to LRFD: Bolt Dia 7/8 inches #of Bolts 2 Mu(resultant)ends= 1.5Mw Mu(resultant)ends= 373.52 in-kips 4,= 0.75 Ft= 90.00 +b= 0.9 E d„= 4.625 db,required= rzpF(2Mu d,) divided by#of bolts db,required= 0.44 inches OK Required End Plate Thickness bp= 4 inches Column Thickness 0.188 inches d= 16 inches End Plate Thickness 0.375 inches g= inches Reinforcing Plate Thickness 0.250 inches 1 s= 7,117,g s= 1.00 inches 14 pf= 1.00 inches h1= 14.625 inches Li Y 2I. V, +s�i+g i- kpf+s)1 Y= 117.00 7= 1.25(for flush connections) 16" (TrdaFF) P,= 4 14.625' Pt= 54.12 kips @M°P= cp[2Pt(Edn)] 0 4)M„p 375.45 kip-in j1.11y(cgM,rp) a J tp,required— cobFpyY tp,required= 0.37 in OK Weld Connection Using ASD Methods,check rafter plate to rafter weld:try 3/8"fillet weld d2 Sweld=bd+3 Sweld= 149.33 in^2 Fexx= 70 tw= 0.125 inches R„=0.6FExx*t,,,,0.707 R.= 3.71 kip/in R./t]= 1.86 kip/in fI=2.0 Maiiow= R2 Swefd Maiiow= 277.14 kip-in CLIENT: CRS 22016 Prepared By: EBS AMMTLI*CONSULTANTS PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Web Connection Bolt Dia= 7/8 inches Max Moment at Top of Column= 14.76 kip-ft Mu(resultant)ends= 265.63 in-kips Web Compression Using ASD Methods,check side walls of posts for flexural buckling due to concentrated compression load transferred from rafter plate: Assumptions made: Connection will rotate about bottom edge of rafter plate All compression will act at bottom edge of rater plate Compression=Moment/Plate Depth Total compression load equally distributed to each side wall A 2"wide strip of side wall will resist compression load Plate Depth 7.00 inches 111 ••" Moment Compression= Plate Depth Compression 25298 lbs I i Load Per Wall 12649 lbs Sidewall Thickness 0.752 inches �%%/ Asidewall= 1.504 in^Z /1 F fa= fl GRIM,SECTOR fa= 8.41 ksi K= 0.65(critical section is fixed each end) L= 7.00 inches n2E r 12 Fe= (KLIZ r r= 0.22 inches Fe= 651.52 ksi KL/r= 20.96 Fcr= 0.658Fe Fy 4.71sgrt(E/Fy)= 118.26 Fcr= 44.66 ksi Fcr/Q= 26.74 ksi OK 0=1.67 Web Bending Using ASD methods,check post backing plate for bending due to bolt tension: Using Similar Triangles Theorem,top row of bolts takes approx.four times of bending than that of bottom row 80%of connection moment is resisted by the top row Backing plate is capable of transferring tension load to side walls of post camCxsecnON hl= 14.625 inches h2= 1.125 inches ir�.//�� ,., o T= 4843 lbs . Mpl= 4238 in-lbs 1.67M=FyZ M Z= 0.89 in^3 r~� b= 2.25 inches I j Zmin= 0.43 inA3 OK If N.G.,then add 1/4"plate at top of column Using ASD methods,check post side walls for tension load transferred from backing plate: Similar to"critical section"under compression,assume a 1.5"strip of side wall resists tension load: Ag= 2.26 inA2 FyAg/1.67= 62.14 kips FuAe/2.0= 65.42 kips Design Tensile Strength= 62.14 kips OK If N.G.,then add 1/4"plate at top of column CLIENT: CRS 22016 Prepared By: EBS AMMTLI CONSULTANTS PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Web Connection Bolt Dia= 3/4 inches Max Moment at Top of Column= 20.75 kip-ft Mu(resultant)ends= 373.52 in-kips Web Compression Using ASD Methods,check side walls of posts for flexural buckling due to concentrated compression load transfened from rafter plate: Assumptions made: Connection will rotate about bottom edge of rafter plate All compression will act at bottom edge of rater plate Compression=Moment/Plate Depth Total compression load equally distributed to each side wall A 2"wide strip of side wall will resist compression load Plate Depth 7.00 inches 111 ••" Moment Compression= Plate Depth Compression 35573 lbs I i Load Per Wall 17787 lbs 1 Sidewall Thickness 0.752 inches r;11V i/ Asidewall= 1.504 in^Z /1 F fa= fl GRIM,SECTOR fa= 11.83 ksi K= 0.65(critical section is fixed each end) L= 7.00 inches n2E r 12 Fe= (KLIZ r r= 0.22 inches Fe= 651.52 ksi KL/r= 20.96 Fcr= 0.658Fe Fy 4.71sgrt(E/Fy)= 118.26 Fcr= 44.66 ksi Fcr/c2= 26.74 ksi OK 0=1.67 Web Bending Using ASD methods,check post backing plate for bending due to bolt tension: Using Similar Triangles Theorem,top row of bolts takes approx.four times of bending than that of bottom row 80%of connection moment is resisted by the top row Backing plate is capable of transferring tension load to side walls of post camCxsecnON hl= 14.625 inches h2= 1.125 inches ir�.//�� ,., o T= 6811 lbs Mpl= 5959 in-lbs 1.67M=FyZ M Z= 1.26 in^3 r~� b= 2.25 inches I j Zmin= 0.32 in^3 OK If N.G.,then add 1/4"plate at top of column Using ASD methods,check post side walls for tension load transferred from backing plate: Similar to"critical section"under compression,assume a 1.5"strip of side wall resists tension load: Ag= 2.26 in^2 FyAg/1.67= 62.14 kips FuAe/2.0= 65.42 kips Design Tensile Strength= 62.14 kips OK If N.G.,then add 1/4"plate at top of column � 1(1 77T CLIENT: CRS 22016 Prepared By: EBS CONSULTANTS PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK Bremerton,WA Date: 05/01/23 Vertical Column Height of Column= 8.33 ft Max Moment at Top of Footing= 18.772 kip-ft Max Vert 1 Column= 5,664 lbs Total Pole Uplift/Column= 780 lbs Soil/ Foundation(Spread) Net Allowable End Bearing=B= 1,000 psf Dimensions of Spread Foundation kp= 100 psf/ft h3= 1.50 ft(=18") Ms=(w*L2/2*h3*150)+F*w*h31, Length=L= 78 inches Ms= 30.90 kip-ft Min Side=w= 78 inches '•'resultant= 18.77 kip-ft FSoverturning= 1.50[FS Actual=1.65] With CMU Surround n Check Overturning OK F`5upiift= 1.5 [FS Actual=7.: Fnd Wt= 9,506 lbs Pole Uplift= 780 CMU Clmn Wt= - lbs Friction Resistance= - Bearing Pressure= 134.06 psf Ttl Fnd Uplift Resistance= 9,506 lbs Check Dead Wt Uplift OK Soil/ Foundation - (Pier) Net Allowable End Bearing=B= 1,000 psf Constrained Lateral Resistance kp= 100 psf/ft d=sgrt(4.25*(Mgl(S3*))) [IBCEg18-3] Footing Type= Constrained = 5.16 ft Dimensions of Pier Foundation Check OK Embedment Depth=d= 6 ft(=72") where Min Diameter=b= 30 inches s3= 1,200 Fnd Wt= 4,418 lbs Unconstrained Lateral Resistance End Bearing= 1,154 psf/ft d=0.5*A*{1+[1+(4.36*h/A)]^1/2) [IBC Eq 18-1] CMU Clmn Wt= - lbs = 10.04 ft Total Wt= 5,572 lbs Check OK OK where A=2.34*PI(S l*b)= 5.27 P=M/hl= 2,254 lb Bearing by Skin Friction Reference Braja M.Das S1=2*kb*d/3= 400 psf Assumed Cohesion Ph= 100 psf Strength of soil=tan(27 degrees)*45*1^212 413 Skin Friction psf= 513 psf Perimeter=2(3.14)*r 8 ft Skin Friction resistance*11.1(F.S.)lbs= 21,965 lbs Friction Resistance OK CLIENT: CRS 22016 Prepared By: EBS AM/M16 PROJECT: Haddon Park 32'x 12'Marana Model Checked By: MJK CONSULT�N'r� Bremerton,WA Date: 05/01/23 USGS-Provided Output Bremerton,WA IBC 2015 Seismic Design Requirements -Equivalent Lateral Force Procedure Ss= 1.600 SMS= 1.600 Sps= 1.067 Si= 0.562 SMI= 0.843 SDI= 0.562 IBC/CBC Section 1613 Earthquake Loads REFERENCE Risk Category I II ASCE 7-10 Table 1.5-1[2] Importance Factor = 1.0 I ASCE 7-10 Table 1.5-2[5] Site Classification Soil Site Class= D IBC 1613.3.2[366] Site Coefficients Ss== 1.600 Mapped Spectral Accelerations:Short Period IBC Figure 1613.3.1(1)USGS or Site Data[368-369] Si== 0.562 Mapped Sectral Accelerations:1 sec Period IBC Figure 1613.3.1(2)USGS or Site Data[370-371] Fa== 1.000 Site Coefficient IBC Table 1613.3.1(1)[366] Fv== 1.5 Site Coefficient IBC Table 1613.3.1(2)[367] Snits= 1.600 Max Spectral Accelerations:Short Periods IBC Eqn.16-37[366] SMI= 0.843 Max Spectral Accelerations:lsec Period IBC Eqn.16-38[366] Design Spectral Response Acceleration Parameters SDS= 1.067 5%Damped Spectral Acceleration:Short Period IBC Eqn.16-39[367] SDI= 0.562 5%Damped Spectral Acceleration:1 sec Period IBC Eqn.16-40[367] SDC= D Seismic Design Category IBC Table 1613.3.5(1)[367] Equivalent Lateral Force Procedure T = Cthax= 0.177 Fundamental Period ASCE 7-10 Eqn.12.8-7[90] Ct= 0.028 Period Parameter ASCE 7-10 Table 12.8-2[90] x= 0.800 Period Parameter ASCE 7-10 Table 12.8-2[90] hn= 10.0 Structure Height Ra= 1.250 Response Modification Factor ASCE 7-10 Table 12.2-1[73-77] Ti.= 12.000 Long-Period Transition Period ASCE 7-10 Figure 22-12[225] Cs= Sns/[R/I]= 0.853 Seismic Response Coefficient ASCE 7-10 Eqn.12.8-2[89] where; Cs> 0.300 Lower Limit ASCE 7-10 Eqn.15.4-1[140] Cs> 0.8 S1/[R/I]= 0.360 Lower Limit for Si>0.6g ASCE 7-10 Eqn.15.4-2[140] Cs< SDI/T[R/I]= 2.545 Upper Limit for T<TL ASCE 7-10 Eqn.12.8-3[89] Cs< SD1TLIT^2[R/I]= 172.859 Upper Limit for T>Tr. ASCE 7-10 Eqn.12.8-4[89] Design Value Cs= 0.853 W= 3.908 Total Dead Load and Snow Load(kips) 00= 1.250 ASCE 7-10 Eqn.12.8-1[89] Emh= CsWOo= 4.17 Equivalent Seismic Base Shear(kips) 10.86 Equivalent Seismic Load(psf) Ev= .2Sos*D= 0.834 Em= Emh+Ev= 5.003 Fvind= 0.307 Unfactored Horizontal Wind Base Shear(kips): Seismic Base Shear>Lateral Wind Shear :Seismic Controls Design 5/1/23,3:08 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. 0 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. L\TC Hazards by Location Search Information =' Olympic Edmonds Address: 1525 N Lafayette Ave,Bremerton,WA98312,USA y National Park 83 ft Coordinates: 47.575477,-122.656865 ' Seattle °Redmond Elevation: 83 ft Bremerton Renton P.N./Timestamp: 2023-05-01T22:08:38.108Z Olympic o copy' National forest SeaTaco Hazard Type: Seismic 'JN °Keel Reference Document: ASCE7-16 h iGO Y Taco rna glePuval IUD Map data©2023 Google Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 1.6 MCER ground motion(period=0.2s) Si 0.562 MCER ground motion(period=1.0s) SMS 1.92 Site-modified spectral acceleration value SMt *null Site-modified spectral acceleration value SOS 1.28 Numeric seismic design value at 0.2s SA Sot *null Numeric seismic design value at 1.0s SA *See Section 11.4.8 vAdditional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv *null Site amplification factor at 1.0s CRs 0.905 Coefficient of risk(0.2s) CRt 0.887 Coefficient of risk(1.0s) PGA 0.683 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.819 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 1.6 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.768 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 4.25 Factored deterministic acceleration value(0.2s) S1RT 0.562 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.633 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 1.614 Factored deterministic acceleration value(1.0s) PGAd 1.408 Factored deterministic acceleration value(PGA) *See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confine any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. Disclaimer https://hazards.atcouncil.org/#/seismic?lat=47.575477&Ing=-122.656865&address=1525 N Lafayette Ave%2C Bremerton%2C WA 98312%2C USA 1/2 5/1/23,3:08 PM ATC Hazards by Location Hazard loath are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the neld of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/ongitude location in the report. https://hazards.atcouncil.orgHNseismic?tat=47.575477&Ing=-122.656865&address=1525 N Lafayette Ave%2C Bremerton%2C WA 98312%2C USA 2/2 1NTERCORP ° ® Eli STRONG-POINT'-' Los Angeles Chicago Atlanta Dallas Portland Houston Cleveland 800.762.2004 800.533.9669 800.822.9690 800.558.7222 800.434.5606 800.558.7222 800.533.9669 Home I Products I What's New I Fags I News I About Us I Locations/Contact Us I Catalogs I Submittals I Find a Distributor Self-Drilling Screws Click Here! To Purchase Our Products from an Authorized Online Distributor Phillips Flat Head Reamer w/Wings, Zinc Plated Size Part No. Pt. Qty. Lbs.* Drill Capacity(in.) Drill Speed Material Application 10-16 x 1-5/8 R158 3 4M 36 .060- .176 2500 RPM Attaches wood to metal. Size Part No. Pt. Qty. Lbs.* Drill Capacity(in.) Drill Speed Material Application 12-24 x 2 R200 3 2M 32 .110- .210 2000 RPM Attaches wood to metal. 12-24 x 2-1/4 R214 3 1.5M 27 .110- .210 2000 RPM Attaches wood to metal. 12-24 x 2-1/2 R2123 3 1.5M 30 .110- .210 2000 RPM Attaches wood to metal. 12-24 x 2-1/2 R212 4 1.5M 30 .110- .250 2000 RPM Attaches wood to metal. Size Part No. Pt. Qty. Lbs.* Drill Capacity(in.) Drill Speed Material Application 1/4-20 x 2-3/4 R234 4 1M 30 .110- .375 1750 RPM Attaches wood to metal. 1/4-20 x 3-1/4 R314 4 1M 35 .110- .375 1750 RPM Attaches wood to metal. 1/4-20 x 3-1/2 R312 4 .8M 30 .110- .375 1750 RPM Attaches wood to metal. 1/4-20 x 3-3/4 R334_ 4 .5M 20 .110- .375 1750 RPM Attaches wood to metal. *Carton weights are approximate and may vary. Specifications • Meets F.I.P.-1000.7 for torsional strength&drill speed • Meets ASTM A 510 for carbon steel manufacturing • Zinc plating meets ASTM B-117 for salt spray corrosion • Manufacb-ired to SAE 378 for dimensional specifications Test Results Pullout Values(Avg. Lbs.) Fastener Steel Gauge Size Pt. 20 18 16 14 12 1/8 3/16 10-16 3 293 487 690 941 1432 2017 12-24 4 959 1489 2371 3384 3732 Shear Values(Avg. Lbs.) Fastener Steel Gauge(Lapped) Size Pt. 20 18 16 14 r 12 1/8 3/16 10-16 3 709 1231 1497 1508 li 12-24 4 1989 1972 The values listed are averages achieved under laboratory conditions and imply no warranty.Appropriate safety factors should be applied to these values for design purposes. Self-Drilling I Drywall I Stainless Steel I Needle Point I Outdoor I Woodworking I Concrete I Cement Board I Pole Gripper I Special Application Copyright 2013 Intercorp 23 HR-36® Roof and Wall AAEPSPAN Painted side HR-36 is an economical, ��� structural, exposed-fastener Lap Detail /I I I fall k\‘\\, roof and wall panel suitable for general usage. HR-36 is ideal for architectural, commercial, industrial and agricultural HR-36 Roof&Wall roof and wall applications. Can be Painted side installed as a vertical or horizontal I47%""�I 111A wall. HR-36 is also well suited for open _).-I 21/16° framed canopy or carports designs. < 36" Net Coverage 1 Properties Standard Finishes Base Steel Yield Tensile Wt. I+ S+ I. S- Metallic Gauge Thickness(in) (ksi) (ksi) (Ibs/ft') (inYft) (in3lft) (in4lft) (inYft) Coating Paint System 29 0.0139 80 82 0.8 0.0579 0.0483 0.0554 0.0406 AZ50 ColorGuardTaxt 26 0.0173 80 82 0.9 0.0736 0.0642 0.0707 0.0538 AZ50 Cool DuraTech®of 24 0.0232 50 65 1.2 0.1131 0.1239 0.1127 0.1121 AZ50 Cool DuraTech®5000 22 0.0294 50 65 1.6 0.1467 0.1686 0.1467 0.1544 AZ50 (polyvinylidene fluoride) or 20 0.0354 40 55 1.9 0.1844 0.2263 0.1867 0.2076 G90 DuraTech mx 18 0.0459 40 55 2.5 0.2456 0.3107 0.2500 0.2947 G90 (metallic polyvinylidene) NOTES: The moments of inertia, I'and I-,presented for determining deflection are:(21Effec,ive+ Ic,oss)/3 standard features optional features • Custom manufactured sheet lengths • Short cut sheets from 5'-0"to 1'-0". Additional fees from 5'-0"to 45'-0." and lead times may apply. ❑ Available in 29ga, 26ga, 24ga and 22ga in standard • 20ga available in standard colors subject to a minimum finishes-refer to AEP Span Color Charts for full order size of 4,500 square feet and longer lead times. range of color options and paint systems. • 18ga available in bare G-90 galvanized and standard • 20ga available in Bare Zincalume®plus. colors subject to a minimum order size of 4,500 square feet and longer lead times. • Zincalume®coated substrate, per ASTM A-792, is • Custom colors, thick film primer and/or clear coat paint standard and backed by a corrosion warranty on painted finishes available. Subject to 4,500 square feet minimum or unpainted panels. order. • Meets IBC requirements for wall and roof panels in • Perforation options available for an additional accordance to Chapters 14&15. charge. Minimum order size 1,500 sq feet. Select • Performance testin from standard perforation patterns with open areas • Air-ASTM E283 of 7.8%, 13.8%, 23.4%, 30.6% or 41.4%. • Crimp curving: • Water-ASTM E331 24 gage-max length 30'-0", Min outside radius 12" • All colors meet a minimum SRI of 29 and one color, 24 gage - max length 30'-0", Min outside radius 24" Regal White has a SRI of 85. 20 gage - max length 30'-0", Min outside radius 24" ❑ Reverse rolled HR-36 available for wall applications. 18 gage - max length 20'-0", Min outside radius 48" See Reverse HR-36 product sheet. • Stucco embossed available on 29ga, 26ga, 24ga and 22ga. Subject to min. order size of 1,500 square feet. Tacoma, WA& Fontana, CA Phone: 800-733-4955 Fax: 253-272-0791 www.aepspan.com 24 HR36® Roof and Wall AgPIA'N Allowable Inward Loads(lbs/ft2)per Span(ft.-in.) Gauge Span Cond. 16" 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 5'-0" 8'-0" 10'-0" SS f 651 289 185 129 72 46 32 18 12 L/180 - - - - - 40 23 10 5 f 547 243 156 108 61 39 27 15 10 29 DS L/180 - - - - - - - - - TS f 684 304 195 135 76 49 34 19 12 L/180 - - - - - - - - 11 SS f 865 384 246 171 96 61 43 24 15 L/180 - - - - - 51 30 13 6 26 DS f 725 322 206 143 81 52 36 20 13 L/180 - - - - - - - - - f 907 403 258 179 101 64 45 25 16 TS L/180 - - - - - - - - 14 f 1391 618 396 275 155 99 69 39 25 SS L/180 - - - - 154 79 46 19 10 24 DS f 1258 559 358 249 140 89 62 35 22 L/180 - - - - - - - - - f 1573 699 447 311 175 112 78 44 28 TS L/180 - - - - - - - 43 22 SS f 1893 841 539 374 210 135 93 53 34 L/180 - - - - 200 103 59 25 13 - f 1733 770 493 342 193 123 86 48 31 22 DS L/180 - - - - - - - - - f 2166 963 616 428 241 154 107 60 39 TS L/180 - - - - - - - - - SS f 2033 904 578 402 226 145 100 56 36 L/180 - - - - - 129 I 75 31 16_ f 1865 829 530 368 207 133 92 52 33 20 DS L/180 - - - - - - - - - f 2331 1036 663 460 259 166 115 65 41 TS L/180 - - - - - - - 55 28 SS f 2790 1240 794 551 310 198 138 78 50 L/180 - - - - - 172 99 42 21 f 2647 1176 753 523 294 188 131 74 47 18 DS L/180 - - - - - - - - - TS f 3308 1470 941 654 368 235 163 92 59 L/180 - - - - - - - - 47 LOADING TABLE LEGEND NOTES: f-Load limited by flexural bending stress ■ Top values based on allowable stress. L-Span(Inches) Bottom values based on allowable deflection of L1180. L/180-Load limited by a deflection of 1/180 of the span ■ "-"denotes that the allowable load w-Distributed load is limited by the allowable flexural bending stress. SS-Single span 1 1 1 1 1 1 1 w 1 11 1 1 1 1 ■ Steel conforms to ASTM A653(Galvanized) J4 L II or ASTM A792(Zincalume)structural steel. w ■ Tabulated values are for positive(Inward)loading only. Inward DS-Double span 1 1 1 1 1 1 1 1 11 1 1 11 1 1 1 1 • Values are based on the American Iron and Steel Institute(AISI) Loads jL J4 L "Cold Formed Steel Design Manual"(2007 Edition). w Specifications subject to change without notice. TS-Triple span +11 11 11 1 11 1 1 111 1 11 11 1 j4—L—d4—L-@Il L—pj Oil Canning:All flat metal surfaces can display waviness commonly referred to as"oil canning". "Oil canning"is an inherent characteristic of steel products,not a defect,and therefore is not a cause for panel rejection. Tacoma, WA& Fontana, CA Phone: 800-733-4955 Fax: 253-272-0791 Www.aepspan.com 25 C2010-2013 ASC Profiles LLC All rights reserved Apnl 20'I3 Pnnted in USA (PS165) 300 0�02� CR•S1 97\1C MATERIAL LIST BEAM/COLUMN SIZE BOLT DIA. GRADE: END PLATE END COLUMN 7"X7"X.188 HSS PER DETAIL %4" MID COLUMN 7"X7"X.188 HSS PER DETAIL %4" END RAFTER BEAM 10"X4"X.188 HSS y" A307 %„ MID RAFTER BEAM 10"X4"X.188 HSS %4" A325 %" EXTENSION BEAM #1 4"X3"X.120 HSS NA NA NA EXTENSION BEAM #2 4"X3"X.120 HSS %" A307 /" PERIMETER BEAM 6"X3"X.120 HSS y" A307 %" FASCIA BEAM 6"X3"X.120 HSS %4" A307 5/" GUSSET BEAM 6"X3"X.120 HSS NA NA NA NOTE: IT IS THE OWNER/CONTRACTORS RESPONSIBILITY TO HAVE INSPECTIONS REQUIRED BY EITHER THE MUNICIPALITY OR THE ENGINEER OF RECORD COMPLETED AT THE TIME OF INSTALLATION BY A QUALIFIED INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL A325 HIGH STRENGTH BOLTS PER THE CURRENT BUILDING CODE. ALL CONNECTIONS HAVE BEEN DESIGNED AS SNUG TIGHTENED JOINTS. AFTER THE CONNECTIONS HAVE BEEN ASSEMBLED, IT SHALL BE VISUALLY ENSURED THAT THE PLIES OF THE CONNECTED ELEMENTS HAVE BEEN BROUGHT INTO FIRM CONTACT. IT SHALL BE DETERMINED THAT ALL OF THE BOLTS IN THE JOINT HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE TURNING OF THE NUTS WITHOUT THE USE OF A WRENCH. / , ft CASCADE, HADDON PARK #22016 -64, 49710 . 1525 N. LAFAYETTE AVE. 'ssiN -- BREMERTON, WA 98312 Detail Sheet 1 of 12 I EXPIRES: 6/18/20231 01, 2023 oQOp NOTE: STRUCTURE(S) SHALL NOT BE MODIFIED OR ALTERED cWITHOUT PRIOR WRITTEN PERMISSION FROM CLASSIC RECREATION Cr � j SYSTEMS, INC. STRUCTURAL CALCULATIONS FOR THIS STRUCTURE DO NOT ALLOW FOR ANY ADDITIONAL LATERAL LOADS FOR ADDED WALLS OR STRUCTURES CONNECTED TO THIS UNIT. 12' 24 GA. HR-36 STEEL ROOF SEE FASCIA SECTION#2 _ - 2X6 T&G SUB-ROOF W/WOOD FASCIA _ - GUTTER & &(2) DOWNSPOUTS SEE MID J COLUMN DETAIL MID RAFTER BEAM MID COLUMN _ FASCIA BEAM PERIMETER BEAM SEE FASCIA END COLUMN SECTION#1 END RAFTER BEAM SEE FASCIA/ RAFTER BEAM DETAIL SEE END EXTENSION \_ EXTENSION COLUMN DETAIL BEAM #1 BEAM #2 4/ 1 PLAN VIEW 12'X32' MARANA MODELNT CASCADE, HADDON PARK #22016 ,., 1525 N. LAFAYETTE AVE. 'ssioNAL'&" BREMERTON, WA 98312 Detail Sheet 2 of 12 EXPIRES: 6/18/20231 01, 2023 OQOI a.... 3. ± 10'-6 .1I , f8 1' S 0 O 1 I = co M0I- u_ w r:tOXO H Qw � Et, JI- c0wWm EQ Wz / O 2 g Q z Z am DQ Q 0Q Et 2 p5 Et / / 2 N co ' / L 1 N co — Z 0 F- Q > w ct w W 1— I- LL w � 2 cc < 2 0 < D w D p zw Wm Omz0 z/ W U W2 Xw Wm Q' of iPP" i f • ft ) CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. "04,0 ,E ' BREMERTON, WA 98312 Detail Sheet 3 of 12SsiONALG EXPIRES: 6/1 8/2 0 2 3 1 7/61q 01, 2023 0�0�0 C( 1 12' 24 GA. HR-36 EXTENSION STEEL ROOF BEAM #2 OVER 2X6 T&G SUB-ROOF 12 2 � WOOD BARGE END RAFTER BEAM GUSSET BEAM EXTENSION BEAM #1 cni 0 GUTTER & &(2) DOWNSPOUTS END COLUMN ► Q END ELEVATION 12'X32' MARANA MODEL NTS CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. �0 ,pE�as 10 SIS79 BREMERTON, WA 98312 Detail Sheet 4 of 12SsJONAL G EXPIRES: 6/1 8/2 0 2 3 1 7?24q 01, 2023 12' C(KS 97\1 C 2' - 10' M I ROOF LINE CTR OF FTG, ELEC CONDUIT& COLUMN 1}N L LAYOUT PLAN 12'X32' MARANA MODEL ,•'�- ov f $4 NTS �� o CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. -'64,ei *k 49710 .4 BREMERTON, WA 98312 Detail Sheet 5 of 12 'ssioNALIG EXPIRES: 6/1 8/2 0 2 3 1 7/61q 01, 2023 - L I % I_ END RAFTER I ) .� ' / I BEAM BOTTOM 'I 1 lJ 1/8 V < AND SIDES /TOP AND (2NUTS TACK WELD)TO BACK OF y 1/8 \S I D E S BEAM FACE PLATE HAND HOLE ti� It D 0 ,r 1-[- EXTENSION ji BEAM #2 I I (2) BOLTS/FIN FASCIA BEAM \_ w/ BEAM END PLATE 14 GA. END CAP PLAN VIEW / END RAFTER / FASCIA BEAM DETAIL EXTENSION NTS BEAM #2 1/8 I ( (2) BOLTS/FW w/ BEAM END PLATE HAND HOLE -\ /- HAND HOLE I - - v ID Q . 1] j D BOTTOM \ Q ` i & SIDES / 1/8V J TOP & ` FASCIA BEAM (2) NUTS TACK 1/8 N SIDES WELD TO BACK OF BOTTOM BEAM FACE PLATE 1/8 V &SIDES END RAFTER BEAM , SECTION / END RAFTER / FASCIA BEAM DETAIL ;i `Fr 'a,.�. NTS CASCADE, HADDON PARK #22016 10 1525 N. LAFAYETTE AVE. ' 0 ,,E�as 9 BREMERTON, WA 98312 Detail Sheet 6 of 12 .44''ssIONALG l EXPIRES: 6/1 8/2 0 2 3 1 7?24q 01, 2023 . % . : I 1- I_ MID RAFTER 0 J 'I' ' / I BEAM / BOTTOM 11 y 1/8 V AND SIDES /TOP AND (2 NUTS TACK WELD)TO BACK OF I 1/8 N \SIDES BEAM FACE PLATE D HLE 7— D 0 , 1 I_ _ _ _ 1 ( / HANO ) BOLTS/FIN \\_ FASCIA BEAM I w/ BEAM END PLATE TYP. \_ 14 GA. END CAP PLAN VIEW / MID RAFTER / FASCIA BEAM DETAIL N TOP, 1/8 1 ( NTS (2) BOLTS/FIN w/ BEAM END PLATE HAND HOLE i/— f — (i. 7— , o a , I (2) NUTS TACK /TOP &� FASCIA BEAM TYP. WELD TO BACK OF \\ 1/8 \SIDES BEAM FACE PLATE BOTTOM MID RAFTER BEAM 1/8 V \ &SIDES SECTION / MID RAFTER / FASCIA BEAM DETAIL NTS ,� �� 0y, CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. '04,0 ,pE�as 10 9�� BREMERTON, WA 98312 Detail Sheet 7 of 12 .44'S40NALV' EXPIRES: 6/1 8/2 0 2 3 1 7?24q 01, 2023 0�0�— d' I s , PERIMETER BEAM (2) BOLTS TACK WELD TO BACK OF BEAM END PLATE (2) BOLTS TOP &\ TACK WELD TO BACK OF SIDES/ 1/8 N \ I ILIy BEAM END PLATE � ,1 END RAFTER 1� i BEAM Y4 REINFORCING o PLATE END COLUMN (7I I \ /TOP & 1 1 1/8 \SIDES 1/8 V Y4" REINFORCING PLATE EXTENSION BEAM #1 - I 1' I (2) NUTS/FIN TYP PLAN VIEW / END COLUMN CONNECTION DETAIL NTS ai `fi1:Ala Q, of 1$" t f : ft `, ) CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. '04,0 ,pEciras 10 9 / BREMERTON WA 98312 Detail Sheet 8 of 12 S40NALV' EXPIRES: 6/1 8/2 0 2 3 1 7?24q 01, 2023 0�0�— d' I s , 4' I- PERIMETER BEAM TYP. I (2) BOLTS TACK WELD TO BACK OF BEAM END PLATE (2) BOLTS TOP &\ TACK WELD TO BACK OF SIDES/ 1/8 N I f 1 I BEAM END PLATE MID RAFTER 1(iI ` ` BEAM %4' REINFORCING o '( PLATE MID COLUMN - : —I l TOP & «l I \\ 1/8 \ \SIDES PERIMETER BEAM Y4" REINFORCING PLATE II (2) NUTS/FIN TYP I I ti PLAN VIEW / MID COLUMN CONNECTION DETAIL NTS Q, of 1$" t f : ft `, ) CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. '04,0 ,pEciras 10 9 / BREMERTON WA 98312 Detail Sheet 9 of 12 S40NALV' EXPIRES: 6/1 8/2 0 2 3 1 7?24q 01, 2023 7 () �1 ' 1 HR-36 w/(1) #12X1" HEX TEK ' ` w/WASHER @ EACH VALLEY OVER 2X6 T&G SUB-ROOF /TOP & 1/8 N \SIDES (1)#12-24X21/2" PHILLIPS (2) NUTS/FIN FLAT HEAD w/WINGS @ EACH BOARD @ EACH CROSS BEAM DRIP TRIM --4441.11.1111111%11\iiiiiiiiiiiiiiiiiiiiir iit 1 2 8d & 16d \ ft 2 GALV. NAILS _, 1"X3" iiiiiiii i (�j, �—`) TRIM i/ \%) i 24 GA GUTTER 4/11%)riff of ; END i `RAFTER Nur BEAM BACKING 1/8 V \ I PERIMETER BEAM (2) BOLTS TACK WELD TO BACK OF \ PI (2) NUTS/FIN BEAM END PLATE — IP GUSSET 2"X4" R.S. 1 SIDE #1 SPF FASCIA 4' REINFORCING PLATE 24 GA. END COLUMN — DOWNSPOUT FASCIA SECTION #1 NTS 1 ,, iMi I . f il 9y ) CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. "01,0 ,� BREMERTON, WA 98312 Detail Sheet 10 of 12 Sk4ONALPG EXPIRES: 6/1 8/2 0 2 3 1 714q 01, 2023 7 () �1 ' 1 HR-36 w/(1) #12X1" HEX TEK ' ` w/WASHER @ EACH VALLEY OVER 2X6 T&G SUB-ROOF /TOP & 1/8 N \SIDES (1)#12-24X21/2" PHILLIPS (2) NUTS/FIN FLAT HEAD w/WINGS @ EACH BOARD @ EACH CROSS BEAM DRIP TRIM --4441.11.1111111%11\iiiiiiiiiiiiiiiiiiiiir iit 1 2 8d & 16d \ ft 2 GALV. NAILS _, 1"X3" iiiiiiii i (�j, �—`) TRIM i/ \%) i 24 GA GUTTER ft4 .1111 4/11%)riff of ; MID i `RAFTER Nur BEAM BACKING 1/8 V \ I PERIMETER BEAM (2) BOLTS TACK WELD TO BACK OF \ PI (2) NUTS/FIN BEAM END PLATE — IP GUSSET 2"X4" R.S. 1 SIDE #1 SPF FASCIA 4' REINFORCING PLATE 24 GA. MID COLUMN — DOWNSPOUT FASCIA SECTION #2 NTS 1 ,, iMi I . ft 9y ) CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. "01,0 ,� BREMERTON, WA 98312 Detail Sheet 11 of 12 Sk4ONALPG EXPIRES: 6/1 8/2 0 2 3 1 714q 01, 2023 __ __ ADJUST FTG DEPTH FOR ,7\ic, LOCAL FROST CONDITIONS c S, EXPANSION MAT'L — Y — COLUMN FINISH GRADE CONCRETE SLAB —\ , Ic\I - HANDHOLE w/COVER . (3)-#3 REBAR HOOPS i III— n d -III IN TOP 5" III — v II E .c 2500 PSI CONCRETE BY CONTRACTOR a ° v STUB ELEC CONDUIT b a PER LOCAL CODE DRILLED HOLE ! ! a SEE COL DTL PLAN FOR LOCATION DO NOT FORM! ! . G ° ° - # 3 REBAR HOOPS 10" OC 4' PLATE 1 + (6)#5 VERTICAL REBAR v a . I V e. • G °• ° _—I 1 I- 3" DOBIE BRICK f -I 11 1 I II.I �� 1 1 I BY CONTRACTOR -I 'I11 II I- I NON-EXPANSIVE, M — — 3"TYP UNDISTURBED OR 95% 2'-6" DIA COMPACTED SUBGRADE DIRECT BURY CAISSON FOOTING 12'X32' MARANA MODEL �v ,,t�, 1 NTS / : ft '9Y ) CASCADE, HADDON PARK #22016 1525 N. LAFAYETTE AVE. 11, 49710 Akv BREMERTON, WA 98312 Detail Sheet 12 of 12 o s7owa9Gls'rG `'l EXPIRES: 6/1 8/2 0 2 3 1 7/61q 01, 2023 Murdock® CONTEMPORARY DRINKING FOUNTAINS SINCE 1853 GR Series MODEL GRM45 BARRIER FREE, BI-LEVEL PEDESTAL MOUNTED DRINKING FOUNTAIN v STANDARD FEATURES • Resistant to sunlight, heat, moisture and wear • 18 gage, 304 stainless steel Bowl • 12 gage, heavy duty stainless steel, corrosion and scratch resistant finish • Polished Stainless Steel,Anti-Rotation Non-Squirt Bubbler • 100-Mesh lnlet Strainer • Access Door, heavy duty stainless steel, vandal resistant • Vandal resistant stainless steel Bottom Plate MODEL: (Must Specify) ❑GRM44 Satin stainless finish SUGGESTED SPECIFICATIONS JEI GRM45 Green powder-coated (Shown) ❑GRM46 Red powder-coated Model GRM45 is a Barrier Free Pedestal Mounted, ❑GRM47 Blue powder-coated Vandal Resistant, Bi-Level Round Drinking Fountain Custom color finishes available upon request made from 18 gage, 304 stainless steel Bowls OPTIONS mounted into a green powder coated 12 gage, heavy (additional costs may be incurred) duty stainless steel Pedestal. Unit shall be activated by front mounted self-closing Buttons, by using less than ❑-CH30 Child height,30"Bubbler height 5 pounds of force, which activates internally mounted ❑-FRU2 Freeze resistant,2 Valves' Valves with adjustable stream regulators controlling ($r'FRU3 Freeze resistant,3 Valves' the water flow. Bubblers shall be polished stainless ❑-FSR Freeze resistant,4 Valves' ❑-FS Foot Shower steel with non-squirt features and operate on water ❑-HB1 Hose Bibb, compression,with hose threaded outletNB pressure range of 20 - 105 PSIG. Fountain is certified 1 2 tO ANSI A117.1, Public Law 111-380 (NO-LEAD), ❑-HB3 Hose Bibb, loose key,vandal resistant,locked door CHSC 116875 and NSF/ANSI 61, Section 9. Fixture with hose threaded outlet/VB 2 meets ADA, ADA Standing Person, and ADA Child ❑-IAP In-ground Anchor Plate requirements when mounted appropriately. ❑ IGM In-ground 14"Mounting Adapter ❑-JF1 Jug Filler, Spigot, self-closing Valve with Plain End 2 ❑-JF2 Jug Filler, Pushbutton,self-closing Valve w/Plain end Options Notes: ❑-JFFR1 Jug Filler, Pushbutton, Freeze Resistant,self-closing See separate option sheet. Valve' 2 This option is not available freeze-resistant. ❑-NP2 Non-Pollutable,Freeze Resistant,2 Valves ❑-NP3 Non-Pollutable,Freeze Resistant,3 Valves -PF Pet Fountain Receptor' Member of Complies GREEN U.S.Green Recyclable Water with theO I ■ © 8Mdm ��Product Conserving following ® ° c ' ,;jNo , 1F1r3,®5 councr� / Producf standards: N ANG 61 c Q WARNING:Cancer and Reproductive Harm-www.P65Warnings.ca.gov MURDOCK MFG. • 15125 Proctor Avenue • City of Industry, CA 91746 USA Member of C1 Phone 800-453-7465 or 626-333-2543 • Fax 626-855-4860 • www.murdockmfg.com MORSIS GROUP GRM45 Revised:03/19/21 Murdock® CONTEMPORARY DRINKING FOUNTAINS SINCE 1853 IMPORTANT: INSTALLATION AND SITE PREP FOR FREEZE RESISTANT OPTIONS"-FRU,-NP"WILL G R Series DIFFER FROM STANDARD. REFER TO DESIGNATED FREEZE RESISTANT INSTALLATION DETAILS. MODEL GRM45 30" [762] BARRIER FREE, BI-LEVEL Back Access PEDESTAL MOUNTED 12" [305] Panel DRINKING FOUNTAIN f y .0 El ICI lr �, / 1(4411144 '''',-, y *Valve specifications: ti l Minimum/Maximum Pressure \\N. / 30 to 100 PSI. N 4 IIl 83,. $ Q OPTIONAL -PF PET FOUNTAIN [213] DETAIL { Y_ II 6" l=, [152] iIIi /— - 'NI ‘140 y Combined Waste y Outlet 33" \ -,._ Bottom Access [839] Panel General Notes: 1.All dimensions are in inches [mm]. ` *2. Standard adult ADA height model shown. Optional -CH30 child ADA height model available. 3. Stop Valve not provided. \ Supplied Anchors Murdock Mfg.TM warrants that its products are free from defects in material or workmanship under normal use and service for a period of one year from date of shipment.Murdock's liability under this warranty shall be discharged solely by replacement or repair of defective material, provided MurdockTM is notified in writing within one year from date of shipment,F.O.B.Industry, California. >- All dimensions are subject to Ce Q 5 Z Model Number&Options ty _ GRM45PFFFRU3 Quanti minus manufactures tolerance of plus or , nominal and subject to change without notice.Murdock yQ? Company assumes no responsibility for use of Z 0 U void or superseded data.Dimensions o d'u_ may change with the addition of F a D Contact___ ______Title____ optional accessories.Murdock Mfg.T'", iU a a Member of Morris Group ,d g Signature lntemationalT..Please visit w (Approval for www.murdockmfg.com for most toManufacturing) Date _ current specifications. MURDOCK MFG. • 15125 Proctor Avenue • City of Industry, CA 91746 USA Member of Phone 800-453-7465 or 626-333-2543 • Fax 626-855-4860 • www.murdockmfg.com MOMS GROUP INURNanoreu GRM45 Revised:03/19/21 Parametrix CITY OF BREMERTON DEPARTMENT OF PARKS AND RECREATION HADDON PARK RENOVATION PROJECT City of n 1525 N LAFAYETTE AVE Parks & Recreation BREMERTON, WA 98312 . .... .. , © . SHEET INDEX q® I SHT NO. DWG NO. DESCRIPTION T SILVERDALEANGELESG1 COVER SHEET 2 G2 LEGEND AND ABBREVIATIONS 3 G3 SURVEY AND HORIZONTAL CONTROL PLAN sI I �� 1h6 �• n 4 DM1 DEMOLITION AND TESL PLAN AND DETAILS PROJECT r/ p , 5 Cl PARK SITE PLAN LOCATION terl 6C2 PARK LAYOUT PLAN-EAST 7 C3PARK LAYOUT PLAN-WEST ' 8 C4 PARK GRADING AND DRAINAGE PLAN-EAST I• 9 C5 PARK GRADING AND DRAINAGE PLAN-WEST i°i4',' 10 C6 PATHGRADINGPLANANDPROFILE BREM RT• SATTLE ' 11 C7 PATH GRADING PLAN AND PROFILE � 12 C8 PATH GRADING PLAN AND PROFILE ,7l13 C9 SPORT COURT AND PARKING LOT GRADING ��� 14 C10 PICNIC SHELTER,PLAY AREA,AND RESTROOM BUILDING GRADING hIRISHELTON � J1 pn� 15 D1 SITE,UTILITY,AND DRAINAGE DETAILS nk & fpip 16 D2 SITE,UTILITY,AND DRAINAGE DETAILS 17 D3 SPORT COURT LAYOUT AND PARKING LOT DETAILS TACOMAPROJECT 1 �illll'i I �ll[ryiir ABERDEEN p SITEr � 18 WA1 WALL 1 PLAN AND PROFILE OLYMPIA1,11PYA• ' ,BREMERTON�_ 19 WA2 WALL DETAILS p p � 20 El ELECTRICAL LEGEND AND ABBREVIATIONS jramw 9 ® ( 21 E2 ELECTRICAL SITE PLAN CENTRALIA Pø. 22 E3 ELECTRICAL ONE-LINE DIAGRAM AND PANELBOARD SCHEDULE CHEHALIS a�. fif 0 �➢ - 06 PORT ORCHARD r GORST y„ 1 -Doff� � VICINITY MAP LOCATION MAP NO SCALE NO SCALE 811 . Know what's below. RECOMMENDED BY Ca[t D 8efna APPROVED BY 4)&1. Call before you dig. COLETTE BERNA, CAPITAL PROJECTS MANAGER JEFF ELEVADO, PARKS DIRECTOR BID SET OF W A gN c e e v FIELD BOOK DWG NO. REVISIONS o r z° B HADDON PARK RENOVATION CITY OF BREMERTON Parametrix � m N0 DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION G1 o IF NOTINCHES ALAT FULL CCORDINGLE IF NOT SCALE ACCORDINGLY BeEMEe.°N SHEET 44' �, a � COVER SHEET , SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON OF -4PE pR .. 4/12/24 HORIZ. AS NOTED VERT.AS NOTED DATE: MARCH 2024 WASH. P.L.A.//20118444 DATE:MAR 2024 WASH. P.L.A.//656 DATE MAR 2024 a 22 EXISTING LEGEND: ABBREVIATIONS GENERAL NOTES: FOUND PK NAIL ® CATCH BASIN SD STORM LOCATES A DELTA ANGLE MIDPT MIDPOINT 1. THE CONTRACTOR SHALL PROVIDE 1 WEEK NOTICE FOR • FOUND REBAR AND CAP O AREA DRAIN SS SEWER LOCATES AP ANGLE POINT MIN MINIMUM CULTURAL RESOURCES(CRC)TO BE ON SITE FOR ANY SET NAIL SEWER CLEAN OUT °" OVERHEAD POWER LINE BPN BACK OF WALK MISC MISCELLANEOUS WORK THAT IS PERFORMED IN THE HISTORIC LANDFILL BLDG BUILDING MON MONUMENT AREA WHICH EXCEEDS 12'DEPTH. • SET REBAR WITH CAP © MANHOLE SEWER W WATER LOCATES BFC BOTTOM FACE OF CURB N NORTH,NORTHING —0 0— CHAIN LINK FENCE BSW BOTTOM OF SEAT WALL NE NORTH EAST 2. THE CONTRACTOR SHALL COORDINATE WITH THE HANDICAP PARKING STALL MARKER ®❑ POWER METER EDGE OF ASPHALT BW BOTTOM OF WALL NO NUMBER RESTROOM BUILDING INSTALLER FOR INGRESS/EGRESS POWER PANEL CO CURB AND GUTTER NST NO STEEPER THAN TO THE SITE AS PART OF PREPARATION FOR THE CI SIGN P WALL LINE CB CATCH BASIN NTS NOT TO SCALE BUILDING INSTALLATION. - POWER GUY ANCHOR TOP OF SLOPE CI CAST IRON NW NORTH WEST 0DECIDUOUS TREE POWER POLE TOE OF SLOPE CIP CAST IN PLACE OC ON CENTER 3. THE CONTRACTOR SHALL COORDINATE WITH THE CL CENTERLINE OP OVERHEAD POWER IRRIGATION INSTALLER AND PROVIDE ACCESS TO THE POWER POLE WITH LIGHT AND TRANSFORMER EDGE OF CONCRETE CLR CLEAR P POWER SITE FOR INSTALLATION OF THE IRRIGATION SYSTEM -0- POWER POLE WITH DROP LINE EDGE OF TRAIL CO CLEAN OUT PC POINT OF CURVATURE PRIOR TO HYDROSEEDING. CONIFER TREE ® IRRIGATION VALVE GRASS LINE COB CITY OF BREMERTON PCC POINT OF COMPOUND CURVATURE CONC CONCRETE PE POLYETHYLENE 4. THE CONTRACTOR SHALL PROTECT TREES IN ROCK/BOULDER n FIRE HYDRANT FLOW LINE OF CURB CONT CONTAINER PERP PERPENDICULAR ACCORDANCE WITH DETAIL Ark O STEEL POST ® WATER METER TOP BACK OF CURB CSBC CRUSHED SURFACING BASE COURSE PI POINT OF INTERSECTION '� b4 WATER VALVE MAJOR CONTOUR LINE CSTC CRUSHED SURFACING TOP COURSE PK SURVEY NAIL 0 WOOD POST CULV CULVERT PRC POINT OF REVERSE CURVATURE MINOR CONTOUR UNE DEMO DEMOLITION PSI POUNDS PER SQUARE INCH SUGGESTED SEQUENCE FOR O BOLLARD DI DUCTILE IRON PT POINT OF TANGENCY HADDON PARK RENOVATION CONSTRUCTION DIA DIAMETER PVC POLYVINYL CHLORIDE DWG DRAWING WI POINT OF VERTICAL INTERSECTION THE FOLLOWING SEQUENCE IS PROPOSED FOR PURPOSES OF E EAST,EASTING PVT POINT OF VERTICAL TANGENCY BIDDING.CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS, EA EACH R RADIUS METHODS,AND SEQUENCES EMPLOYED TO CONDUCT THE EG EXISTING GROUND ROW RIGHT OF WAY WORK. EL,ELEV ELEVATION RT RIGHT 1. DEMOLITION AND TEMPORARY EROSION CONTROL. EOP EDGE OF PAVEMENT S SOUTH 2. EARTHWORK EQ EQUAL SCH SCHEDULE 3. INSTALLATION AND CONNECTION OF UTILmES. ES EDGE OF SIDEWALK SD STORM DRAIN 4. INSTALLATION OF CRUSHED SURFACING. EX,EXIST EXISTING SDCB STORM DRAIN CATCH BASIN 5. INSTALLATION OF REDI-ROCK WALL 1. FG FINISH GROUND/GRADE SDMH STORM DRAIN MANHOLE 6. PRE-ENGINERED RESTROOM SITE PREPARATION. FL FLOW LINE,FLANGE SE SOUTH EAST 7. INSTALLATION OF PRE-ENGINEERED RESTROOM. PROPOSED LEGEND: FM FORCE MAIN SECT SECTION S. INSTALLATION OF PICNIC SHELTER AND l FOC FACE OF CURB SF SQUARE FOOT,FEET APPURTENANCES. `,9 / //� REMOVE ASPHALT SIDEWALKIPAVEMENT 3"COMMERCIAL HMA OVER 4'CSTC FT FOOT,FEET SL SLOPE 9. INSTALLATION OF CONCRETE PAVEMENT. A G GAS 55 SANITARY SEWER 10. INSTALLATION OF PATH AND SPORT COURT PAVING. - —cc—cc— CLEARING AND GRUBBING LIMITS HMA OVERLAY GA GAUGE SSFM SANITARY SEWER FORCE MAIN 11. INSTALLATION OF PARKING LOT AND APPURTENANCES. gi GV GATE VALVE SSMH SANITARY SEWER MANHOLE 12. INSTALLATION OF FINE COMPOST. o SAWCUT 13. INSTALLATION OF IRRIGATION SYSTEM BY OTHERS. �� CEMENT CONC.PATH!PAVEMENT H,HORIZ HORIZONTAL ST STREET N HOPE HIGH DENSITY POLYETHYLENE STA STATION 14. HYDROSEEDING. • •• TEMPORARY 6' CONTRACTOR TO TILL 3"FINE HMA HOT MIX ASPHALT STD STANDARD SILT FENCE PER WSDOT STD PLAN 1-30.15-02 COMPOST INTO TOP E OF HT HEIGHT SW SOUTH WEST SIDEWALK UNDERLYING SOIL AND HYDROSEED IE INVERT ELEVATION SAW Mho/HUH- REMOVE ITEM IN INCH TA TOP OF ASPHALT L LENGTH TBC TOP BACK OF CURB 0 4-FT CHAIN LINK FENCE HIGH VISIBILITY FENCE PER LT LEFT TFC TOP FACE OF CURB - WSDOT STD PLAN I-10.10-01. 90 MAJOR CONTOUR LF LINEAR FOOT TS TOP OF SLAB MAX MAXIMUM TYP TYPICAL 72 C c- CUT ME MATCH EXISTING V,VERT VERTICAL B9 MINOR CONTOUR MB MAILBOX W WIDTH,WATER,WEST m F F- FILL W! WITH w SLOPE ARROW WSDOT WASHINGTON STATE DEPARTMENT E 4:1 ' (WITH DOWNWARD DIRECTION OF TRANSPORTATION e_ AND H:V SLOPE SHOWN) I' 2 g N DETAIL AND SECTION DESIGNATION INDICATES DETAIL INDICATES SECTION Q NUMBER Q LETTER :.6_ ° v INDICATES © INDICATES DRAWING/SHEET DRAWING/SHEET WHERE SECTION IS SHOWN 2 WHERE DETAIL IS SHOWN ilk m DETAIL OR SECTION APPEARS ON T THE SAME DRAWING/SHEET i INDICATES DETAIL NUMBER INDICATES SECTION LETTER A SUBTITLE SUBTITLE DETAIL SECTION A 811 NO SCALE M4 NO SCALE C5 ,_\ /, INDICATES DRAWING/SHEET INDICATES DRAWING/SHEET Know what's below. WHERE DETAIL IS REFERRED TO J WHERE SECTION IS REFERRED TO Call before you dig. 0 BID SET � WAs, ^ 4 ' Ry,�X o FIELD BOOK DWG NO. REVISIONS D �" 2° CITY OF BREMERTON HADDON PARK RENOVATION L' y . :_ j-.;;., ^x� NO DESCRIPTION DATE BY ���� DEPARTMENT OF PARKS& RECREATION Pdrdmetrik Gz v'6 TWOINCHESAL AT FULL CCORDINGLE • 0 IF NOT SCALE ACCORDINGLY Bwe"'E""'" LEGEND AND ABBREVIATIONS x SHEET 8 O F i�. ti l x 0 '-,..:Exf-.°"`•j•'s SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON x OF F'E PR 0 4112/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 a SURVEY NOTES: j i ' , 1.THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES + W i EXISTING AT THE TIME OF THIS SURVEY IN AUGUST,2022. 1 I i \, I ; 2.CONVENTIONAL AND GPS SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY.ALL EQUIPMENT IS MAINTAINED IN - PRC I I W CONFORMANCE WITH CURRENT STATE STATUTE. STA��•� i i i i , i , � , - ' 3-ALL SURFACE FEATURES AND INVERT STRUCTURE ELEVATION SHOWN 1 -- ------ ---1 N215404.56 L=53.70' pRQ I PT I i I HEREON WERE FIELD LOCATED AND MEASUREDBYPARAMETRIXFORTHIS E 1189934.89 R=75.00' STA 8+15.75 I STA 8+60.48 SURVEY. UNDERGROUND UTILITY LINES ARE BASED UPON A COMBINATION L=37.99' A 41°01'16" i N 215405.81 i N 275�.5 OF ASBUILT PLANS,SURFACE FEATURE MEASUREMENTS AND ONSITE \ R=27.00' PCC E 1190109.36 E 1190172.42 I I UNDERGROUND UTILITY MARKINGS PERFORMED BY OTHERS. 1 A-79°20'20' - STA 6+90.29 I L=125.46' __ ____ ' PCC : �' ,� N 215389.51 1 R=1090.00' L ' - M Z -- _ 4 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND .;., z --- ------ `''N E11B99B5.05 R=100.00' , ____ $TA5+99.21 r �� �• �.`� :::::_,_,:,.,8._.„:1 A_�7°05'15' �'1 - � UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE EITHER IN N215403.04 ~. --- -------- I _ _ ;2`` SERVCEORABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT i E 1188900.25 ',��;. p __'=- _-_--` ] -' - 1- ,'_-__-_ ,_�,,,��,p ` yw';7`rj'•�, THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION '�\ %O' \�i Q�.�\,`� pps,,`,_�__, __ _ 4=05�--- '-1 _ c ___-- INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS 1, \ \BORING#4 `' I IP ;\, - 5 #_'_100 A- S -__ - ;. ' `,,s, 5 BORING VI ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. p ;;- ,' ' ;``c\,;' t - -- _ '-E 95_;' r r S69°6. 98"E; ` •'.n4_ `t. ' ,�'�",'`,p`\+ i `:p••,a,•S_:�`.•' �t -- _ _ z c ci-- _ -- ___-_- 130.65' pp w „• , o -------- -03 5.THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE YYY REPORT,WHICH MAY REVEAL RESTRICTIONS OR EASEMENTS OF RECORD. • -s_._ d am. ,- BORING Z �`' i V,a,, ` ` �/% ^j\ � +OO=L re+"� :t:(�yy, _ \9 a \,,,'.` �^°'a.�. ACCORDINGLY,NONE ARE SHOWN HEREON. I-------\ r `�,, , C - '/ r� r .` -- --,_` --- y� -;``S\ ::��', I 6-THE SOURCE OF THE CONTOURS DERIVED ARE FROM DIRECT FIELD �l - �r`�2��� / t. i I OBSERVATIONS AND CONTOUR ACCURACY MEET NATIONAL MAPPING 1 1 \ N..`:41FV:0,„V.,s,gs.%,,,\ • `I \ 'q \ \ "�'' - mom}'.- ` `7;'` '.--- ```\-', ` .,.;;, ,"I , STANDARDS,ONE-HALF THE CONTOUR INTERVAL. > • 7 , ,),,,,, -- ------- 7.THE PURPOSE OF THE TOPOGRAPHIC ELEMENTS SHOW HEREON ARE , 07004 - at eo `�` �85_� :,�+ �._�`,i R 0.00',`:,,, i` _� 1006 FOR ENGINEERING DESIGN. I #1004 ` `� __ , , ei� ;„�'y• ` 10 9'1I, 8-BOUNDARY INFORMATION SHOWN HEREON IS BASED ON PUBLIC GIS M ?' \i • $`, •,`,`', ,\'o i II I INFORMATION PROVIDED BY KITSAP COUNTY.BOUNDARY LINES ARE L34D 00 Q , ``t ' y y��� ° SHOWN FOR REPRESENTATION PURPOSES ONLY AND SHOULD NOT BE 1 R�0.00' r` a"9 \ PC . ``, A k'1,`,' `'� `,a/, ^i 1 36.56' N. ` 14 PCC j'°ei� ` \,, �. • ;.`i`� i/jy If I USED FOR DESIGN ACTMTIES THAT WILL RELY ON AN ACCURATE A-81°5100" E 1190289.84 ,' %'-' ,„l 1,,Y - - J \ ` S +11.14 N 21TA 05340. % '4 REPRESENTATION ON BOUNDARY INFORMATION. L=22.38'- - - 1 R=32.00' r - STA5+42.07 - r` �j11 VERTICAL DATUM: 1 r��p PT- ,,:IPIA,.'Nfil A�0°04'43' 1 I N 215351.01 3T111� STA 10+59.84 ',,,l" :I.11..i" ' -- VERTICAL DATUM IS NAVDSB BASED ON PUBLISHED INFORMATION E 1189593.97 . o I „ p� r.• , a LIMITS OF 6 N 215300.24 + ±;','(`I,' I I FROM WSDOT,POINT DESIGNATIONS WEST PARK RM AND COONTZ. 1PARK RM - - R=100 00' STA 4+74.50 HISTORIC E 1180312.08 I �,,',n,I,}u S34°18'09'E o A3B°4746' N215311.49 ' , fir! 1` Etii,y`,,i„'i''1' 88.01' WEST LE ATION:124.111 �• LANDFILL PC "`° 1 E 1189947.19 / * �� STA 10+96.40 ',1 I i J ,,,�,,i1 -- 7 ----- --H L=70.28' " Z �-'� "P'' E ELEVATION 111099 N21526386. t, ,It', PCRING 4t,1,,,R. 4``' 005 118030B.40``, ` ,r 4`'i`11, r STA12+06.80 OOONTI --- - -R=140.00 9' L�2.23' - A=28°45'38' R-70.00 pT I N2151�.90 PC 4 �18°11'58' _ STA 11+18.79 \ , 1 .I. E 1190363A0 - PROJECT SITE BENCH MARK I I -- STA 440423 N 215242.61�, ;` ,' L=32.78REBAR AND CAP SET PMX 81000 ELEYATION:92.59 t ,, ,\, ,+ R-50.00 `,�,, PC E119IXi13.B0 "' HORIZONTAL DATUM: � I , N215275.03 N44°54'97"W \'`.'�,,.,s s 47,',,,,,',,,11 A=97°924. E 1190008.40 52.49 �� STA 2+07.90 \ I , , , , , $ N 215155 50 i'1 I HORIZONTAL DATUM FOR THIS SURVEY IS NAG 1983(11),WASHINGTON I \ \ E 1190160.99 'i'1' A 12139.56 STATE PLANE NORTH ZONE COORDINATE SYSTEM,U.S.SURVEY FEET.THE ` ` ..:�`' I I 1 N 21513B.90 1 1 s.s , \ �\ ,, 1 1 I HORIZONTAL DATUM IS BASED ON PUBLISHED INFORMATION FROM WSDOT, \ ��>�`'`:� ,, \ ,' I END T In,i'ii1� S3°14'15°W E1190372.02 I POINT DESIGNATIONS WEST PARKRMANDC00NTZ. 8 --_----- STA9+51.79 N56°2740"W �I `y1� -- -- ---__-_ N215297.85, -_ 121.60' ��' ` �'...�^';�' 26.39' 1 STA 13400.00 + , E 1180043.47 I1,',' 1' PC __ WEST PARK RM s 1 , N 190353.96 i -` .1' STA 12+65.94 NORTHING:213409.360 1 , " �. E 1190353.96 "+/,1 EASTING118357 0.130 IJ #1002 \\ ' 11,,,,, ,1 N 215112 56 I j 3 1s � yp L4.08 E 1190370.53 1 COONTZ I , ! F �� `rm ,44- i ce.' ,��' ♦ i ,1 11I R46.00' - - I NORTHING 212251.823 �,'1,1 A=54'1208" 1 ° J4',' EASTING:1193085.111 STA pT - J ` �)1X/,',I' ' r .----__ , N215170-52 -STA1+57.29 ,'ja -' ';,/, , E1190144.72 4�,V 13 , N215115.71 ____ -- `�' I' ;/ '1 I 1 I PARAMETRIX CONTROL TABLE ------ - - - - - -I N38°1043"4Y E1190192.27 PRC- e5 O� �'' i STA 1+16.58 l 50.81' I L�0.71' r N 215105.63 4. = =,�i ' p;11i' I---- -__ __ POINT N NORTHING FASTING ELEV. DESC. '�►F. OI O I - - - I , R=32•00' - ' /, DPP BEGIN 1000 214996.28 1190988.48 92.59 SET REBAR AND CAP 1 I I �72°53'31' I E 1190228.93 '" STA 0F00.00 T \ . (P. '. N 215074.43 1001 215366.11 1190186.95 87.44 SET REB R AND CAP i I I ! I 1 I I IPC "'$ I l 1002 215138.02 1190092.55 86.62 SET REBAR AND CAP 11 I E 1190336.33 I I I STA0+78.09 ' - ,`, 1003 215347.89 1189789.25 56.15 SET NAIL ' I I `,N 215104.99 N66°5T 49'W % #1000 K ---__-__ I 1004 215368.40 1189875.06 77.59 SET NAIL I 4 I I R-50,00', E 1190Z66A7 78.09' / --- J - ', , 1005 21520360 1190124.31 7828 SET NAIL m --- -__ __---- 1 \ 1006 215345.11 1190498.92 119.09 SET NAIL 15TH STREET '20001 214264.55 1189863.97 139.E SET NAIL -\/ W -------- ' 'POINT NOT SHOWN 1-5 W - - 1 I --- 1 > H -lip r PLAN i \ Know what's below. / I -------- LL - - - y Call before you dig. SCALE IN FEET v' E 0 40' 80' g of wggy Z BID SET .CMG NOSE CE NG QPo:_�',';',,,.',;'?v�oFIELD BOOK Cab°JG fl��. 0 '^ 2" CITY OF BREMERTON HADDON PARK RENOVATION y F•z No DESCRIPTION DATE BY ���� 13 DEPARTMENT OF PARKS& RECREATION Parametrik G3 TWO INCHES AT FULL SCALE a U. + IF NOT SCALE ACCORDINGLY S;g6:'c. x SHEET seP°°"max°OM1��s SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:.1. SWENSON SURVEY AND HORIZONTAL CONTROL PLAN X 3 4eE A4 OF E 4/12/24 - HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 ' I 1 j GENERAL NOTES: I , : J IL I 1. THE CONTRACTOR SHALL PROVIDE 1 WEEK NOTICE FOR CULTURAL I ' \, ' Z I RESOURCES(CRC)TO BE ON SITE FOR ANY WORK THAT IS PERFORMED ,ILIIN THE HISTORIC LANDFILL AREA WHICH EXCEEDS 12'DEPTH. \------J W TRAFFIC CONTROL NOTES: __-__-_ ' r 1. CONTRACTOR SHALL DEVELOP AND SUBMIT A TRAFFIC CONTROL PLAN I I I PER SPECIAL PROVISIONS 1-102(2). END�4 ,r, TESC GENERAL NOTES: STA SIB93B,B3.5iLT .4 1e,, % c.�•-� 1 , I I __-__ ,'':'::�! I O #1.4Z - 1. CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO �_ ► n,., _ 1 1! 84 I CONSTRUCT ONSITE AND OFFSRE IMPROVEMENTS IF NECESSARY. t ,`,O. -__,ter r_ - L- =-'-r= �,,,`� \ G�.,.h1 STA 5.9979,KNITjil '' il}0"-'' = -OS=.1 f0 � ; 4 1 __`- _ -' +'•'TI r,`P y vi,•"{i 2- CONTRACTOR IS REQUIRED TO REPAIR,MAINTAIN AND INSTALL I + \ .\� 1 -- , `111 :` ` ;.Pnq`_� =O _==1 = W W y _ \\\ y` ` ADDITIONAL EROSION CONTROL MEASURES TO MEET MINIMUM I 4 /�o t `.; BEGIN©`` ;� --------------- ------a -_]66 = - - \ 0 STANDARDS AS SHOWN ON THIS PLAN. 1 0 ; STA 5.84.75.84.1 Tti. ` r 7 ,, --_•`:'STA 5+98A4.9.5TLT irk' -` '= _ 95 R _`- 0©,\P ``. _" -r. 1�.A�- j "0, 2 I H // ^~ _ - ;' oo 3. GENERAL CONTRACTDR SHALL PROVIDE AN ESC SUPERVISOR WHO IS W L / �,-^� CERTIFIED EROSION AND SEDIMENT CONTROL LEAD11Q: „\``���`',',,`, ,` V 7';,��',•. .�47� `�"''l .{xa� "I .y/ .7lc0i��c^:' fib.. -, ;�©O ..� 1 1 gil - ii~a ��� �• sy��!■ 7 �� �i� 1 _ � ►C' !v. _ _ ;95: ` 1 -__ 4. CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF OWNER _1\ 2, ,- • " wi ce -_� r �� ,J�� a C `' , s REMOVE TRAIL,100 LF PROVIDED SWPPP. ° �$,i ; 1 � �;� •,1++ RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW a ,. 1 ,` END 2 IN \ =`' " \;t` -- ;• '` `' MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION l v° >a STA5.95.70,4 73RT J `\:, 0 98 LF v 1 CONTROL IS ALWAYS IN ACCORDANCE WITH ECOLOGY SWMMWW APO: mo �} ` 'Or ��8-5 c�_`' „ o;`E` REQUIREMENTS. BTASNS7B,57.B1LT ''CO' "' ,-_ �-� „1 , REMOVE FENCE,112 LF g - - - c`a; O REMOVE TREES, cA`,`= „ %,`�i'A1R 6. CONTRACTOR SHALL SPRINKLE THE SITE WITH WATER AS NECESSARY j -' ;g O `� -.TYP O F 3N _ ` i „&\ °s, , ', p•,II I TO CONTROL DUST. M ` 'v '`♦ ,\ ','`,`�II1,.,:, J r "v •. \ `, c ..-\`', ,•` ���LLL�p��{:41. 1 REMOVE LANDSCAPE 7. SWEEPER USED BY CONTRACTOR SHALL HAVE VACUUM CAPABILITY. o f' 1`_, ri�• '' •��,. ® `�� `� \ `.LA tr es litca�`�h' �I TIMBERS,52 LF ' 1 J `•*• -, , • J ,`\,, '`M1M1M1111w1•I 1 8. NEW STORM FACILITIES INSTALLED DURING CONSTRUCTION SHALL BE gI - BEGINO. $� )• �m © �_ \ I I/-__ '` `„ tln',`,`il`,-li - PROTECTED UNTIL CONSTRUCTION WORK IS COMPLETE. fd STA5+97JIB,7.9CLT ,R, '� O. I , '' �,�`I'iLi1``{T.1 ,111 REMOVE FENCE,98 LF , �., _ LIMITS OF HISTORIC \\� I,I REMOVE LANDSCAPE r \ �t= ', ,'I,;11',, I GENERAL DEMOLITION&CLEARING NOTES: E �,_ LANDFILL AREA ' S. `,I + i,'i',+11u '■ TIMBERS,29 LF POWER METER AND T t ` "tIl"` tl"' ' rj \ oo I` i'1`' " „ �i 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN o OVERHEAD POWER '�' '-.`,.',�'�., / %1 , ,,in 1,,,;\ O (►'��/} o� - �, „ Q,1,1 1 _ DISCONNECTED PRIOR TO COMMENCING DEMOLITION. " .., __BEGI END o / i C 1 �w l`li � t'?��y: p,, O gTp2,ygpi,42gRT /� 1 N. '1"`' 'O - 2. DEMOLITION:IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE o .. P 93 GG ` 1 \ �� ,t"` Arm _ / \ cc \ .� tep-,i,�\,1 DEMOLITION OF ALL EXISTING PAVING,UTILITIES,GATES,FENCES AND OTHER EXISTING ``' :Gv,. ��i``. ° sa O I\ ` , 11 I1 n 1\I I ' SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY m a" ., Z, ' '. e'-..L_� tea, ���, fib 1 a,1 „ THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION.IT IS THE CONTRACTOR'S �' .,... q �oo� r _i oa ?' `t + i , ,, " -----_ RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE \` \i . A �� `� ` i' 4i REMOVE FENCE,195LF OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, a \ � :,:;rocs • ;�► J \\ `1',1\1',',1I�i i WHETHER SHOWN OR NOT,AND INCLUDE ALL SUCH COSTS IN THE BASE BID. ;,: l 4��. �.-•`. I I 1 �. �4�', , I� gill,! DEMOLITION NOTES: - p «\ , 0 3. CLEARING:IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL ,\ r � .1' I CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. i O PROTECT EXISTING TREE. i •BEGIN O O. k"`, \ I I `' '''' SrA 2+sess,3.75LT i'•`• O I {1,1;; 4. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNERS PROPERTY,ALL DEMOLISHED E O SAWCUT ASPHALT SIDEWALK)!PAVEMENT FULL - , ( I , I r' , ',''I I I ' I AND REMOVED MATERIALS,UNLESS INDICATED OTHERWISE. 2 DEPTH AT NEAREST JOINT. ENDOCilli` \i. +iiisra 2+50.45,51.05trO . J a < , �a `jf , 111`[I ------ -- 5. CONTRACTOR SHALL PROTECT ALL TREES BEYOND THE CLEARING LIMITS AND THOSE i REMOVE ASPHALT OR CEMENT CONC.SIDEWALK END \-, . yr 4 - 1)1. t 1 I --- WITHIN THE CLEARING LIMITS NOTED TO REMAIN FROM CONSTRUCTION DAMAGE. 3 STA240.93,51.13LT , `^� - ',e` , ),ri 11iO!PAVEMENT FULL DEPTH TO NEAREST JOINT OR \ _ . r ,, , 1 I I 6. CITY WILL RENT AND INSTALL 6'TALL TEMPORARY CHAIN LINK FENCING PER PLAN. 4O SILT FENCE PER WSDOT STD PLAN I-30.15-02. 1 SrAz+w 83 4i ti L\ ©O 4 t r/ � ' r, ;741wrirIlr,Ii I 7. CONTRACTOR RESPONSIBLE FOR MAINTAINING AND NOT DAMAGING a 5 HIGH VISIBILITY FENCE PER WSDOT STD PLAN APO Kai v 1 11,I - - BOTH EXISTING AND TEMPORARY FENCING. OSTAI+s9.s7,an.e9'LT END I 1 8. CONTRACTOR SHALL MARK OUT LIMITS OF DEMOLITION AND I-10.10-01,SEE GENERAL DEMOLITION AND O , REVIEW WITH CRY PRIOR TO DEMOLf11ON WORK COMMENCING. W CLEARING NOTES,THIS SHEET. , MO v 4 % s� iSTA0+ )8.7SLT� I T O6 REMOVE CURB. I STA7+5028 23MLT © BEGIN I, -__ J 9. HIGH VISIBILITY FENCE DELINEATES TREES TO BE PROTECTED AND RESTRICTS ti STA9.09.11,9.75LT fill PEDESTRIANS FROM ENTERING THE PARK.HIGH VISIBILITY FENCE TO BE INSTALLED BY OMAINTAIN AND PROTECT EXISTING IRRIGATIONI BEGINO 1' I CITY AND MAINTAINED BY CONTRACTOR SYSTEM REMOVE WOODEN �\ STA1+19.73,43.011T �.{`''.r I I I '' BOLLARDS,TYP OF 3 1 :+! I I I O8 SWEEP STREET DAILY OR AS NEEDED TO , - WOO* I LEGEND: PREVENT TRACKING OF SEDIMENT FROM SITE. 1I 09 REMOVE RETAINING WALL OR ROCKERY. REMOVE WHEEL - I ////// REMOVE ASPHALT SIDEWALK/PAVEMENT O3 q STREET SWEEP DAILY `�STOPS,TYP OF 7 - OR AS NEEDED O $O$° :Mi$,,Sit°f B e .',,,,,,,,,�o'�,,,,©fie �� BITUMINOUS PAVING TO BE PLANED 10 BUILDING REMOVED BY OTHERS. I -REMOVE CURB,178 LFO j\v -- 15TH STREET -Cc-cs- CLEARING AND GRUBBING LIMITS m SITE FURNISHINGS REMOVED BY OTHERS. ` ® IRRIGATION CONTROLLER REMOVED BY OTHERS. PLAN - SAWCUT ------- - SCALE IN FEET vl I in- TEMPORARY B'CHAIN LINK FENCE BY OTHERS I0 40' 80' I _ _ ■ o _ SILT FENCE PER W5DOT STD PLAN 130.15-02 r_ 1 E ; , , , lIlI'I'I'I'I• REMOVE ITEM % I Know whars below. -------- - - HIGH VISIBIITY FENCE PER Call before you dig. --- WSDOT STD PLAN I-10.10.01. E BID SET f s HADDON PARK RENOVATION o,,lcrao a ,n'n y " ':`"'��'°Fqy� REVISIONS D ,�. ��� 5-,,;;,,,,;;rsta o FIELD BOOK CITY OF BREMERTON ';= x No DESCRIPTION DATE BY B DEPARTMENT OF PARKS& RECREATION Parametrik DM1 z TWO INCHES AT FULL SCALE 9 C cam.U W e. o =O'`, '-o"� IF NOT SCALE ACCORDINGLY B.:,Faro" DEMOLITION AND TESC PLAN AND DETAILS X SHEET s '�'SIW'''4•• DRAWING NO. x 4 C4 Pe Agp SCALE DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON x OF 0 4/12/24 - HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 a I I J GENERAL NOTES: ' 1. SIDEWALK AND CONCRETE/ASPHALT PATHS SHALL HAVE \ I I I I I I A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. I ENGINEER SHALL CHECK AND APPROVE PREPARED 11 CSTC BASE PRIOR TO PAVING. — I I I 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN I-------- ANY DIRECTION. __—__—__ I 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE I I I SHALL BE PER CITY OF BREMERTON STANDARD DETAIL i SEE SHEET C3 —— — SEE SHEET C2 + ° H°6061. �' � 4. RATION FOR STANDWATER PIPE SHALL 'r T BE PER CITY OF BREMERTON STANDARD DETAIL 4080 r ISeli __ LEGEND: - - - f FUTURE COMMUNITY s. j — „ I - - - = :`!�', `l\'\'20.,. 1 5 GARDEN AREA -r.".v r 1 �`,\. 1507—Z-- =�� =— ]f0=— ' ----- - - '-�•i� �r\ t, �, "\` \ ;' ":_ ,• `%, \ POS-A',,,.;,), - - - =_=7 --_ 1' = `+` .4. `? 3'COMMERCIALHMAOVER4'CSTC '� _\l'` S , a=`= 2,_,_,_ _- • _ "mow ._.a=`` \ 1 , ,, . - - -�,�-"'5: A.."' �'` " . HMA OVERLAY .,,u�„gin • ••• 8, ,.S; ` _= --- -_ L --_ _ - F,. y_0� - - H- ,, `�d CP, _- _-_=- = - _90 '=`sue\ S ..-.. : , + • O7 " ` s.; t 3'" - 'mow' � .-'�` - -, ,koza -- 1 , d CEMENT CONC.PATH 1 PAVEMENT I Ce 1 ' \\\,t"\,\`+,+\++\ \'. V^.f �'�.. _ i�.C�is I'�'W ^•�� 9"....-:3'.,, A^ - sL �lL•" + 1 _ N.\\o H!i,:N, \ .�:":r:,: ,4 `y`~ l - "�/c..^.ra r `'?4 ,.W ;� _ ' ,,�4i CONTRACTOR TO TILL 3'FINE ' k.,,, t.4. '`\ x`_ -i? -� -�r ..._..,rJ`. � >:• ss -,�^,-+ I COMPOST INTO TOP6'OF + � -w+ �` \A I' ;�'� -- . ti �... .. r. , \ I , , UNDERLYING SOIL AND HYDROSEED m S p ` > >. s t ago Z ° 4-FT CHAIN LINK FENCE , Q Z. \\ 8 a ".�ya ,s \1,n1i1 I W I INFILTRATION f s r1i i:.',`,�1+i',' a — — — —Fs LIMITS OF HISTORIC LANDFILL I+ �A ,,�, to--,...2, � `�\ `N TRENCH "� t-'.ii7'iiA�,\\"1hll•AY I aII Y+•A+` a \ 12 X3?PICNIC SHELTER,ed i °c'�`,-``a i`(/,4041,,, v0 I o € ``��_ i SEE SHEET CIO ly PLAY AREA\ ? Ih+\I ,l' 1 ``` - �,1 �� +,` ..� l-' + - `III 111 �' --a �( lftW �. \ LIMITS OF i II11I',11++I,i 11I, I J I HISTORIC r ':E11'1'II`'11',111'„ I SEE SHI EET WA1 a , Ida v.,,�a I LANDFILL 7"1. v .,'1111yl, +I',i,'1 -- --—--—-- --- - — __ __�__ __ __�__��` ` RAF � ,`'W ` r !�'_I`yl`+'�'11`I� H _ 11`1 I �.; I III Iq' PREENGINEERED— o I I 1 I \`S5s , 'e sr +� INFILTRATION `'•" \"e� ;:'' RESTROOM, — r� `�pp; r TRENCH .o `'�. SEE SHEET CIO ! , ,...1 ., C __- MULTI-USE i� `'1''' I I I I N � !, SPORTS COURT �l� II'li I I w - ___ __ ,_y__ _ _—__—_ _- __ `N 4`�' \:` -��_ - il�`6i ilia 1 I __�__-_, __ III 1 ;-k-//,,,,,,,,,,,r2i),,, i ; I PARKING LOT, = — _ I — — — SEE SHEET CO — — — 1 — ] d, ___, .„__- 15TH STREET .?'i„,.5,,,..,- ---- ,I -,,/„ — — 811 H g PLAN I , Know what's below. g SCALE IN FEET vi ! --- ----__ -- Call before you dig. E 0 40' 80' BID SET i Op YJAsH .� rF y REVISIONS D 2" HADDON PARK RENOVATION ��CSP R�0 FIELD BOOK CITY OF BREMERTON DWG NO. a r, f .z NO DESCRIPTION DATE BY Parametrik x TWO INCHES AT FULL SCALE DEPARTMENT OF PARKS& RECREATION C7 a° o IF NOT SCALE ACCORDINGLY SwEPiON x SHEET ti"� PARK SITE PLAN x �C 3�3A FkP�`a SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON OF PE A4I12124 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 LEGEND: GENERAL NOTES: 3'COMMERCIAL H MA OVER 4'CSTC 1. SIDEWALK AND CONCRETE/ASPHALT PATHS SHALL HAVE A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM �'r�w�`.-`m CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. ®®®� HMAOVERLAY ENGINEER SHALL CHECK AND APPROVE PREPARED 7 1 '..5..;"L].7:..k;:;.,',.°...:1::.;.- 6, CEMENT CONC.PATH I PAVEMENT CSTC BASE PRIOR TO PAVING. 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN ------ ---__—_____ ____ CONTRACTOR TO TILL 3'FINE DIRECTION. . •, , •.- COMPOST INTO TOP 6.OF 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE SHALL BE PER CITY OF BREMERTON STANDARD DETAIL UNDERLYING SOIL AND HYDROSEED 6060 AND 6061 4. TRENCH RESTORATION FOR STORMWATER PIPE SHALL 0 4-FT CHAIN LINK FENCE BE PER CITY OF BREMERTON STANDARD DETAIL 4080 AND 4081. LIMBS OF HISTORIC LANDFILL CONSTRUCTION NOTES: i r/r \,/;' ;// F O OWNER PROVIDED PICNIC SHELTER,CLASSIC RECREATION / - V•f SHELTER,MODEL 12'X32'MARANA BY CASCADE RECREATION, h INC.FOR SLAB AND FOUNDATION DETAILS,SEE SHEET D2. / LIMIT OF f�. ,« « O PRE-ENGINEERED RESTROOM. EXISTING r tci) E« PLAYGROUND EQUIPMENT BY OTHERS,SEE SPECIAL --- ---__ __—__ / SIDEWALK / `s s MATCH LINE-SEE SHEET O PROVISIONS APPENDIX F. « « / ,/ 1 % 1 ! / f ,l �' f / 1«1• 1 %1 � 4¢ ,r711 EI: r rllrl J111 /f i« .. I t r,, a r r r !.'III O PLAY AREA GRADING PLAN AND DRAINAGE DETAILS, 40 �,_f'N «�t ` ; ;l ,' I // ; /` / ;r h�n, y ! 5 1.!`«r'f ..' SEE SHEET CI O. 4��_ «.«F /' �. �` 1 «[. / it /1/rr !r /'/ / /l / «ir/,f'�✓{«rlf 14 E*It: ti +±(I lr /+I I O REDI-ROCK WALL 1,SEE SHEET WAI. . O I % 1 + I i r , ,,/ / /F 'f!« le/«'F elb e1''�IN 1 j1V11 / h / I % f/ I fr I I 1r f I / 1:E 7` /,>•/` E'i f, «�,lr lr I I , `1`lli` 9'DIA CONCRETE PAD WITH TABLE(TABLE BY OTHERS), * :` n / l 1 r` , r«(`,•% /� I«e .`t It 11' O (SLOPE PAD 5 1.5%ALL DIRECTIONS),SEE DETAIL© / l.\ / I / - , I ! I r '«r� ` '« 1,r« k1f1 Ilt'I1� -4,. «. o«_ I HISTORIC /` II it li + i+ i «`II'I`;'"a�� } i. .i Ilk tiit`11111Ur ` ' LANDFILL r / /r / I I I ! {« 1«l,«`y<,`,`«F t«i:le`.(` I j+ 111 1i1 }111{1 O TACK FACE OF SAWCUTAND SEAL TOP OF € . Ir f J , p\«•+ • • 1«1°1 1`,i,+ll JOINT WITH AC4000WASPHALT. / F~ `` +r r /� 11' r ! i I «le I«l«, `� «1 A 1 el I` l 11 I "et': / ,-.V- 1 `f 1`J / 1 !I f I , le I« «" «I .II 0«IF qI eIIEf \51`111'1 lm ` f O" (I) ` l ./ (! ! I 1 H` .1`el E « b 4 1«1 I \e 111 I '/ f 1 + . . `l. i.«I«1 ,�`, I, , S`i,,p`1 1 1'1; O MATCH EXISTING GRADE. / ip*A ` 9. SEE SHEETS C4 AND C5 r ,i1 I +, ,d `«`I SJ�rt`,� `F�,Y`I i`i. !I r+ill �I if' FOR DRAINAGE AND / I ) ' «i`. ,« o .`a i ;//i 4'WHITE PAINT LINE,STRIPE PARKING STALLS PER WSDOT 4 /` �,4111. "� -1 1 $EWER INFORMATION i / f , F Ile I ..c. «..II .1 1« , ..a.4«i.le 1 e,i« I,i+' r Y O STANDARD PLAN M-17.1 D-02. iii/rI. ,1 , � I r .l,� I E « II � el � . � I� «I I II j 1 l l, 'Tiq. r 1 1Ili i" t 1 + / 1 «, 1• •1 `+ q •; « 1 1 1 I)I 1 t O 4'YELLOW PAINT LINE,STRIPE ACCESS PATH PER WSDOT / 1 - � 7 ` I / r « ,« «I . (.'bf«1 .I. fl` lill/ 1i1DI IE «, IF1«I/ / oI,`« ., .1., 1 1 ,. ry 1STD PLAN,M-17.10-02 + yr/ ra .rr «Ibx1« ,. a . .I r1«1i ii ,f ©l I t E e ' f I E'E«i«i« E I�E«II« «.I'b'i«I« ��1! __ __d P ,'«` {`«I ` r j l ,I j VAN ACCESSIBLE PARKING SIGNAGE PER ` ����___- , «I :I« elE% g«. to r !1I f � 11 ' ,� «1 I} } r 1 I WSDOT STANDARD PLAN M-17.10-02 AND DETAIL TBD ? I O m / 1• l ,r G ., . .,. rI 4` ❑ r/ S. / (.. 1 . '4 '' .�'/ .«�9 '• •• c«- c i. i«i•ii€rI,, I Il ` I f I �7— / f yI/`� �1t, r ,rr+1t 1 O WHITETYPEAPLASTICACCESSPARKINGSPACESYMBOL —__ TYP / + STA 11+24.3F,' i /ff «i J °g T,(`�1 / ;, �,Ii,r l 1 i± 1 1 4 12 STANDARD SIZE WITH BLUE BACKGROUND AND WHITE / ® \� / 4.00'RT / / ,, /P .e ././ /« /e/r fI I �1 1 Il ,1 y ( ) •far f i,«. '�,:f«`«` r/q/,/w ' 1 1 I 1 BORDER PER WSDOT STD PLAN M-24.60-04. / ! CO yy `�. �� «.«« ..efe«, ! , J / ' / «I, ee�/ta / � tk� « `//% 1, ',II, j 1 1 1 ❑ III « «..`. /!`/„« /r'/1 li II�I , y 13 6"X6'-0"WHEEL STOP PER WSDOT STD PLAN M-17.10-02. N « « . — —� ��«f « . -r '" ' :4 -T+95.91,/ « - « .6«`// "t ^� ',// « . :,«,//,t,,,.,/,%+ //� i i 11 i g /lir — /.l-r _ —__ « .=- �7 a. « O O' 4% a�«'El 1 11 ` 14 CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT 8 0 A e. �+OO `« �F. —` i«E,___ ,,,, ,,..19, P¢ f_ . l E. «'s 5, a(/i ' j r �1 i STANDARD PLAN F-10.12-04,SEE SHEET C10. "y �� i� _ D+ r F ®« E« `^. *_ « .v Fl�;l�5 .7',' ! tt i« F • `Y er« I rrr r r- I1 ,j_\ -- 01f ,F, ■ 11{� q © . 1 E�•,, E • E/ , •,/ ,! c rf I al 154 FfTLLVINYLCOATED CHAIN LINK FENCE TYPE 4 PER c / / / �` , - ,«` � ��' `IIE''E/ j%« ,, `« jf /,qo /` o WSDOTSTDPLANL201D-03FORESTGREEN ' ,7 °-1 tb—g- «C . \ 1, !./«�«/..'E.tom' F H ® bJ.),,' ' %/ /`r11 I © F �•+1� i�i��! • i •�J1.•,,/:* F, �i'/ 16 REMOVABLE BOLLARD,SEE DETAIL 0 ii /«„ `� v « « I« «f`'« '� 17 BOLLARD,SEE DETAIL 0 1 1 � « «/ / if r. « E` PLAY AREA i Ili EEf« «r«.f «�. «,1«`;I` ,^�/ , J 1VIP 1 1 11 ` // 11 it .1, «/« 'N «I « `I`«« ` i / ). %` 1 «I ` ` �.F,E` e,, / O INSTALL BACKFLOW PREVENTOR(RPBA)IN RESTROOM PIPE «« e ©O1 E - - J E F f• ! '; 18 CHASE.SEE CITY OF BREMERTON STD DETAIL 5040 FOR RPBA ® � qp 4 rq; . j O 'y REQUIREMENTS. m r to i ', �1 ova ,,` tom ,,.f« . a. '' f- �'d `� '' s-'E r«, •0 -„ 1w •. -� ,s /: �' ` _-----„,-,-, / 1 CONNECT 1z'WATER SERVICE TO EXISTING 1z'METER AND T f fli BEGIN LOOP PATH 1lb, //•« `' em =�ri -yrx�1" '9g': 1ti';; O REPLACE METER BOX.SEE CITY OF BREMERTON STD DETAIL ALIGNMENT, \ III �, ,..• �/ — � ���t 'f��} �_ 'F E v'"« ;. 5oD3. SEE SHEET G8 \ © 1IW� _ a --=`. ���'s-: �✓- . /// '/`,` ,r / _ ` %f - - _ --�l_ ";ifs-'E i ;,«-'« i ' // - ▪,`/' ,/:j, j INSTALL PRV ASSEMBLY IN RESTROOM PIPE CHASE ipok � ` r r « i '=-- _ __ _'J « .`s'F « �� X�y,• x" ////,'/,/r,' r O DOWNSTREAM OF RPBA,SET AT 50 PSI. 4 "� - 3 29LF 1�'PE WATER LINE " _ _- _-_ + ��'4"/ F, / ► �� a. Y = - e a m O ADA COMPLIANT DRINKING FOUNTAIN, --e «v =__ ' ' __ - 5 - J«, SEE SPECIAL PROVISIONS APPENDIX F. i .- - - _ �'_-- --- _ 1 _t31LF 2"PE WATER LINE 19fir /• __`6-; €y% s�" ,<E '/. r $' -__ _ —d- -—Si — _ til i q - -- 0 - '- e�K-:• f.i1''rj' :'•' 8/r O BASKETBALL POLE AND FOUNDATION, S► - - -- -- ,,' _ ' _ - AILS,-`'-`- -" -+`o� . , ' ii SEE SPECIAL PROVISIONS APPENDIX F. TI ��SEE SHEETS C4 AND C5 � � a op 0 (Di2'X12'INFILTRATION TRENCH WITH 7 0 15 LIMIT OF FOR DRAINAGE AND N LAFAYETTE AVENUE Pr- BEGIN EXISTING 4END ® ` CATCH BASIN,SEE DETAIL -� o SEWER INFORMATION ` N 215476.52 © +-_,� v N 21502 . 7 SIDEWALK h [1190396.08 nn E 1190407.02 o PLAN / \ Know whaPs below. Call before you dig. -E SCALE IN FEET d' ,A,Ag 0120 40 BID SET :..�. r REVISIONS 0 1" 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION o',",rcrao y '� ':; z N - DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION PdrdmetrI C2 r c� u TWO INCHESC AT FULL SCALE y„c s IF NOT SCALE ACCORDINGLY B"E"iEPiox x SHEET .‘i o ," : SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON PARK LAYOUT PLAN-EAST X B eq P{ ARC.- 1._ E 4/12/24 - HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'I 8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 �,. A ` I GENERAL NOTES: Jil( 1. SIDEWALK AND CONCRETE!ASPHALT PATHS SHALL HAVE 1:1 1'!�"�I' ,, 167;,,,, CROSS SLOPE OF 1.3%UNLESS OTHERWISE NOTED. A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM r` I \. , f\ I \` , o, �. `,`,, II APPROVE PREPARED � �, ' ' CSTC BASE PRIOR TO PAVING. / '..,"yra Z S1,0st' ,'\'--_ ----- 2. LANDINGS SHALL BE SLOPED NO MORE hViN1.5%IN FUTURE COMMUNITY ° a .. Y i 'i' j — -- ANY DIRECTION. ' �\ GARDEN AREA / s"�` , — _ ===_ __ =_' S. TRENCH RESTORATION FOR SANITARY SEWER PIPE `` _ --�- --- } SHALL BE PER CITY OF BREMERTON STANDARD DETAIL I ice' , , r •, `,� - --- -"`- __ -- =: • - --Vies' --Z. = 6060 AND 6061. \1 1 ' ir. - I',0, • \ ,,` .�' :: ,,:;:\IDS_—.:`i j':=`=r-�Z =__---�``_ -_-_- \ ` %� ' ` `1 i1`'i```,\ `- _`___ _' -- ' ` 4. TRENCH RESTORATION FOR STANDARD D PIPE SHALL \�, ` ,`:i , };\▪ :` ys, ,•�� -� � __r-_ _ -------------------- AND�_ BE PER CRY OF BREMERTON STANDARD DETAIL 4080 f` `\ t. \" _ -,' -_---_-_- AND 4081. ````` F1 ��5'-�' = -` _ _ = , _ __r_ - _-_-- - CONSTRUCTION NOTES: 1,11 \, , ;} 1,t „ ti\ • y _l 88� _ - 1 -- -_-- -- - — ------ -_ _ - 1 ^__ - ':x,� OWNER PROVIDED PICNIC SHELTER, I RECREATION I„ \'\ O C CCLASSIC , , \,� ,� • ;�;�;. --'- - SHELTER,MODEL 12'>t32'MARANA BY CASCADE RECREATION, `1 °\1\\`;\, "+ 7 ` � - - INC.FOR SLAB AND FOUNDATION DETAILS,SEE SHEET D2. s �i} " \`, ;. ;I;;; OTHERS • I\f< ��®'� SEE SPECIAL ®�6p r O IXF. `y\1\', \''• 44 1,'1 I Mil I ` ``-- SEE SHEET C10. NG PLAN AND DRAINAGE DETAILS,_ �` f� PLAY AREA GRADING LS N. it. I I, \ 1/4-' ‘,..,tat,;`,\;0/64*:::;\\",,.. --`,, ` '. ;.'"*".: \(t '`, \\� 5 REDI-ROCK WALL 1,SEE SHEET WA1- 1, 4 s \ \ A6 � \`\ t\ ` ~1 O 9'DIA CONCRETE PAD WITH TABLE(TABLE BY OTHERS), s�\`t\tia� 4:'\``� ,\ �4' �, ` `\ 6 (SLOPE PAD 5 1.5%ALL DIRECTIONS),SEE DETAIL© N � r \i\\ , ��� ` \\ \ \ ( 0 O TACK FACE OF SAWCUT AND SEAL TOP OF ' C . � `''\\ . $' \. U 1 JOINT WITH AC 4000W ASPHALT. ILA r —__-- `\ • \ .\. ��®®� \ \\ , } ` \ W 8� MATCH EXISTING GRADE. r.. !al' >` ''0i ��ot� \ I W 9 4'WHITE PAINT LINE,STRIPE PARKING STALLS PER WSDOT ! \` '�° \ I W O STANDARD PLAN M-17.10-02. o ! a ti ���4;®ae6:d ' 10 4 YELLOW PAINT LINE,STRIPE ACCESS PATH PER WSDOT ( CI `+`; '^��yo��V.: _` J STD PLAN,M-17.10-02 \ p t„ • '� ri1T �'�O�u ��� `� I VAN ACCESSIBLE PARKING SIGNAGE PER — -J N d al ';; ` �'4: ::0` �� I x WSDOT STANDARD PLAN M 17.10-02 AND DETAIL TBD , 46 so, • ' '9:A��q �` I2 WHITE TYPE A PLASTIC ACCESS PARKING SPACE SYMBOL El N ,�' ,* .i �0s��°�� I •Z 12 (STANDARD SIZE)WITH BLUE BACKGROUND AND WHITE a \f.`: ` ' oh., `-� BORDER PER WSDOT STD PLAN M-24.30-04. va S �•; ` g �� I 06"x6'-0"WHEEL STOP PER WSDOT STD PLAN M-17.10-02. g' ;Vv� 'A� P I CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT ,4 �` �s t ,.�S. 14 STANDARD PLAN F-10.12-04,SEE SHEET C1 D. i *.---• '/ ' !,,,, 7'`14-4$114ti,------ .'" ' ®A�%w9' 15 4-FT TALL VINYL COATED CHAIN LINK FENCE TYPE 4 PER N , ,, ��g I WSDOT STD PLAN L-20.10-03 FOREST GREEN ; 1 *'XQ ,r.*Fp%�C��• I 16 REMOVABLE BOLLARD,SEE DETAIL Mk - _ J� -. s. - 0tkonik..,..,,4.,--., vir - t...•....—•••t� I 17 BOLLARD,SEE DETAIL AA SEE SHEETS C4 AND CS 1+ ��®tea FOR DRAINAGE AND 12/ / \ )IN RF_STROOM PIPE � 1'�ti���� ® CHASE SETALL RE CnY00F BREM RTON(STDADETAIL 5040 OR RPBA I�� .,.• SEWER INFORMATION N ^ —__ __� `.`.A,� REQUIREMENTS. \ ` ' as al §•�e- 001. 19 CONNECT 1z'WATER SERVICE TO EXISTING 1z'METER AND N iN r A.�� d C� REPLACE METER BOX.SEE CITY OF BREMERTON STD DETAIL z • ss\\\ ss c� ��•• retrusisoilk. I50D3. • " ` w�Q®� � O IDO SREAM OF RPBA PRV ASSEMBLY ISET AT 500PSI.PIPE CHASE EP I \ ,`,'.�' `.,..'� LEGEND: u i `` S, �, �� ~ ADA COMPLIANT DRINKING FOUNTAIN, \ \` ` + 21 m S,sN";`,;\` ` ` � o� ` �I 3'COMMERCIAL HMA OVER 4"CSTC SEE COMPLIANT PROVISIONS APPENDIX F. �� ) ``I 40��0 HMAOVERLAY BASKETBALL POLE AND FOUNDATION, `�� , \*"' `\\ �J O SEE SPECIAL PROVISIONS APPENDIX F. �e `, ��� — < ;v.-a'-g =?". CEMENT CONC.PATH!PAVEMENT `:�:`a �' "' 23 2'X12'INFILTRATION TRENCH WITH o J — —— —— CONTRACTOR TO TILL 3'FINE CATCH BASI EE DETAI a ▪ t.:.-. .a A' '':--1* ,•. . . .• COMPOST INTO TOP 8'OF O , N'?. `." ".� " UNDERLYING SOIL AND HYDROSEED Know whaPsbelow. PLAN �f". I "N, -::. - "� 0 4-FT CHAIN LINK FENCE Call before you dig. SCALE IN FEET v' q� - - _ - LIMITS OF HISTORIC LANDFILL E 01120 44 �T , 0. WASH BID SET ''�N'°''''Frye HADDON PARK RENOVATION x ,1 5_;..:1V,:&"',,a o REVISIONS 0 2" FIELD BOOK CITY OF BREMERTON a m .e:i?- ';=_= . N-, DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION PdrdmetrI C3 v c c~i TWO INCHES AT SCALE IF NOT SCALE ACCORDINGLY Bee"iEP°' ... SHEET osc',../i ce 'xG�.` SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON PARK LAYOUT PLAN-WEST X 4Af A4 OF a 4/12/24 - HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 SMOOTH GRADE SMOOTH GRADE GENERAL NOTES: BETWEENTHESE BETWEENTHESE 1. SIDEWALK AND CONCRETE/ASPHALT PATHS SHALL HAVE STATIONS I STATIONSNS A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM 110'- e 110' CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. -e S K -8 * pi ENGINEER SHALL CHECK AND APPROVE PREPARED 7 100' -o o -- $ - Si -.4 100• CSTC BASE PRIOR TO PAVING. , Q n Q I7 m m �+ 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN r� Q n-QiP Q u Q n .-N ` -ni u-1 rA w ~ �j 1- II Q n �. ANY DIRECTION. ----__ 90' `O 15CF 12LF O w w w v~y w iii w- 5Lij 90' 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE SHALL BE PER CITY OF BREMERTON STANDARD DETAIL 80' 80' 6060 AND 6061. �+-e 4. TRENCH RESTORATION FOR STORMWATER PIPE SHALL 7n, 01'R 01 Q aq G aq X aq}I eq}I eq 12 w 8 eq A .4 ro r 8 r g c R r 6 N F, r V ,R R R 4 R g ry I m E ry N at BE PER CRY OF BREMERTON STANDARD DETAIL 4080 m,n m,n m,n m,n m,n m,n m,n m,n m,n m,, du,n du,n m E do,n m W m m R ti w^ w ti w^ IL- w^ w^ 70' AND 4081. / vf;'' , LEGEND: /' 0+00 1+00 DRAINAGE SWALE 2+00 POSTING 2+50 /` li ' 3'COMMERCIALHMAOVER4"CSTC r,'' 'r'1% PROFILE GRADE FINISH �0 ®�®® HMA OVERLAY �' ' GRADE ������� �, HORIZ: 1" 0 �a VERT: 1"20' /411P 4:1 � SLOPE ARROW MATCH LINE-SEE SHEET CS (WITH DOWNWARD DIRECTION -- - i /���� r� Trt+ ,,i ,I f ' '' "i,1,,, ANDH:VSLOPESHOWN} F �' / , `iii / r i / i` / tl / �rrrri 1 , rl rl III, _- GRADE FINISH AREA SMOOTH / ` ` / ,/r r+l I r r r l r r P 90 MAJOR CONTOUR i �F'~l !' ' / ll': ,�' r lf, __ _� // I1 ' , , i , I rrrr+'i ' 'r iiiAND EVEN BETWEEN PROPOSED �� / i/ i r'' / 11 i'' ,r / / / r4'11 ii 1,1 fj It) 89 MINOR CONTOUR PATH AND EXISTING SIDEWALK 4$ , / / / , i / // ' / '' 7 I 1 2 ' + T .•A , r , ,r r rr ' ' ` i / ,,/ / /r / iii �'ii.i r I,�. a 4,•f .. j / ©/, 1 ' , r ti r' r,' , /'r r f , 11 i,i +,t�,i` IN I INFILTRATION TRENCH ;'- .,, jp, ���� LIMITS OF t i / I i i I + Ir ' ❑ :',',I://r/ /' I , ,,I 1 M / { , O SUBDRAIN CLEAN OUT .. 4. i _ / HISTORICAL ,, _ i'r I r' ' ' + 't1rf I I I i ,,N r rl' /� '� ', LANDFILL I I I I ' , I r rI+ ++++11,+I i� , - 3 ' r r Ir j I i r +, ',, , i , 15,`,�' I,+ c c- CUT / 5�.,+iI t I SDC0118Q r+ ,% I,r r ,, i / i + `, ', ', 'I 'I 1`+`+++�'ll'I r : J N215224.K4 rr ` Ir' ,, `I° Ir i , *+ 'I i 'I i i ',0, :,- , 1 F F- FILL O F '' O • E 1190227.57 r' / f f + i 'I I i i i l l l'1 y' , 55COk3 , � Nz152D7.69 ;' /i f I I ;°I ' I j '; CONSTRUCTION NOTES: s 1 E1190218.33 i ` i 1 l li/ ,T y 0 r 7 ' 1 I I , i / ,' ,' i i i i i I ��''0 1 DOWNSPOUT CONNECTION.PROVIDE PVC 4'x4'HUB ¢o _ DRAINAGE SYYALE ALIGNMENT f / f i r' I '1 I i I it/n ADAPTER FITTING 8'ABOVE FINISHED GRADE. y Q l� SEE PROFILE,THIS SHEET / I' / ; 4 II I , f I / + 1 (('1 'f r l+I,/ Q ' + )11 .= 1 rr Ir Ilt:1 . i / /+ 4, r' 'r I Oil( �i''r� -- -- 2 SEWER CLEANOUT , / / J ` 4 h I f I J,,,rr r f, l O SEE CITY OF BREMERTON STD.DETAIL 6020 / 1 9221LF4'$D(PiIC} „,/,- . (�' `. /r,'i , O SUBDRAINCLEANOUT.3EEDETAIL ink ❑ '` :',� 41.77 LF 6'SS(PVC) ,f / i,:fip, '' ,r i ' f I +'''r r r i i i i-__ * fb © / .1%MIN1‘ ��A /','' _ ,`�` ' 'i'i 2EA B'DIA PVC CULVERTS. ' ❑ / / / O OSSC01f2 1 $TA 11+24.37,' 95.56 LF 45D(PVC) I 11, , 4 k / 4.00 RT; /' / r / //r r r� 1 I` , i I 1 0 8'COVERMIN.INSTALL3'x 5 COIR MAT N215195.82 / / �'%, /ir' 1 ','+ INLET/OUTLET PROTECTION ❑ ! �'� 0 / E 1190288.18 J!',,J+// , / l `[;:,r`'�, �' �� �r'i r'i'. ,'r'r'+i ','i II 1 I • / /' `, 591, / ; ', , / '/i ' (l. /71 i tit:°+°./Fr° ; _ � 10 I .,s ;� O .r i- - 11+00 _ ' , rar ,, r'l N 215.�64. /, rr o// ', ,r ° err a - r yr� " E 1190281 18%ri r r // rr''t ' t/ 4` ' *'` < � SDOOp3 �Asy1)- i r`Fr'�i.'` rr + ",` �// I 1 • \ A N 215255.20 ` 28,83 LF 4'SD } E 119D314.58 1 :1 sr , J /'I O / , / v /I ili ' I ; 1 +, ` \ / .; 64.66 LF 4'SD(PVC) I /�! I ,'/l�i �y� /rr ' . Ili � `o ; `+ \1 't f /- I 4tioe N 215200.18 _ --- .,/; F'/'`' / ', le - 19IPr E 1190353.76 �__ -� %°' • • _-_ ' '' ,', r' :/:' _-- _ •.41.hvi it .a+ax k .4n, z /142/ l�� = N215318.48 / ` ,,„..a ',_ � j % SDCOJt4© =' - _ E 1111331.T3, / -';`�';' // ,/ / � " altilliagel - � I�q`. N215213.84 - f_=-_ -- ',cQ/ � ' ' 'j''/. , f` _ _ - �_ - ---' E 1190359.87- - �.' • I ., a ti _, __ -- __ 1_1_1_04DC0#10 SDOOk9 3 -_ J SDCO✓!b©._»= SDOOIk7�j= * �9'N 's e- -- `, ,-- _ a = N 215174.50 J�� _ a N215288.84 N215273.97 - 0/ °_ - N 215209.74 -== E 1190357.59' - E 1190958.1$;- 0���4� _ '! ` /� ,, jillit i I ,- - _- - '_ - ,z - -`-~ __ ` --E 1190371.58- � L J-E 1190350.82= _- - - - _ :-_� : _ ;. 'V4 r', 8; .- - -_ __-_- -0 -'ram`,.- - ` . r __ -"� , t _, Nips 0 ° N 215183.75 Op IOW 811 0 N LAFAYETTE AVENUE E 1190358.03 Eh rk, PLAN Know what's below. ° Call before you dig. E SCALE IN FEET 4.0 11 wAs 0 20 40 BID SET ,��aycsECRZ� REVISIONS 0 1.. 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION o,",rcrao. a "',' " "'r^i NO DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION Parametrik C4 x '- TWO INCHES AT FULL SCALE - ° IF NOT SCALE ACCORDINGLY B"E"iEPiON x SHEET F Os''�4q=f.XP'6'` � SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON PARK GRADING AND DRAINAGE PLAN-EAST X S C4 FE FRC' OF a 4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#856 DATE MAR 2024 a 22 AP, MATCH EX N 215466.55 AP, MATCH IX GENERAL NOTES: E 1189890.15 '+( N 213461.79 AP, MATCH EX EL 80.00 ''' /1+`,+ E1189897.74 �? 1. SIDEWALK AND CDNCRETEIASPHALT PATHS SHALL HAVE A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM N 215458.1NI I 'J,'ice, _EL 81.00 Ap,MATCH EX + + CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. E 1189879A6 1 ,` T` Ji , "'',+ N 215458.89 1 ENGINEER SHALL CHECK AND APPROVE PREPARED EL 79.00 � - ` � ,o' ���\ '�, •6' E 1180808.58 I+ CSTC BASE PRIOR TO PAVING � - -- � _____ _ 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN AP,MATCH EX ° l AP, MATCH EX,�`" - - ---- _-_-- = _- ANY DIRECTION. \ N 215437A4 f + N 21544198 ;. -_____=__ T 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE ` /' ` = "-- '-- --_____ -- SHALL BE PER CITY OF BREMERTON STANDARD DETAIL y E 1189855.g0 ,-'' , E 1189�9.85 AP,MATCH EX _.____:,.1_______:::::::,___,______:__:_,_________::::. La- '`_="_ -- __, 1Iu- A� EL79.00 s' �, o(`.\ EL80.50 N215425.8g ,`::__::::______________;___ \\ ,;- --` - ` 1,::::::::::::,,::::.„ _______'-__=1p5� ==_=-J 6060AND6061. \ �/ \ `` 1� I\.E 1189901.00 9.88 'c ;= ` r~_ _-- - 4. TRENCH RESTORATION FOR STORAfWATER PIPE SHALL \ ` -10d_ _ _ BE PER MY OF BREMERTON STANDARD DETAIL 4080 friii17AP MATCH EX 90 r= __--- __ f _ _ '• AAND 40B1. \ AP, MATCH EX f� - N 2189807.88 _ --� - --_r --` `----Ayy G ' N215419.11 i , so- E11 ! = _ t LEGEND: \,',,,E 1189838.57 , I \ EL BO.D2 ,; `� r_^ _ - 99-r� 3'COMMERCIAL HMA OVER 4"CSTC ���,`, , \ of �. ` �! �TpO�®��® HMA OVERLAY ss\ ' ,;AP, MATCH IX , _' ,- `\..`. E1185400.8.3 984030 ` , �t'aC. ` ,/ A?- 'Il ."�� SLOPEARROW 8�. i ANDH:VSLOPESHOWN \ ',.\,\AP,\MATCH EX w • & AP, MATCH EX ' 7 s AP2 MATCH EX �r \ \ ®�® N 215404.73 � \\`,; N 215980.20 N 215416.65 \ 90 MAJOR CONTOUR , -` ," .. •® � E 1188890.52 E 1189909.12 `` ` '1,,,,,,',,",E 17 89880.07 - --- \ - v. r F EL 79.00 EL, ,,,, \` ® EL 78.18 89 MINOR CONTOUR AP,MATCH EX ' .$ AP, MATCH EX \, - \ N 215373.39 \>` ` 1�Aq$. N 215364.73 `� 0 INFILTRATION TRENCH E 1189867.65 s "`O E 1189881A4 \ 1 _ 'rN>EL 70.00 \..,`tA` - % EL 78.00 , ;` --____ - -= 0 STORM DRAINAGE CLEAN OUT \\'so:'`':AP MATCH EX `41.. `\ \`\ "' � c CUT O N 215365.66 1 �4��®� \`\`` 1 c� E 1189880.04 �. a9,®P moo\ 11- \}I EL77A1 .\, 01•:®X) \` \\ \} ', W F F- FILL \,\ ® ,o co il i \ • _ . .... . ...N.,. \ „.„,...„,. --.„, ,,, ,,, j ��•`,`�` ;'• ®a:®® "".� �, `. ' - UTILITY TRENCH W f ® ka`, r ��t�yo% RESTORATION LIMITS I J u �� aA���� ���� I .,,���. - SSCOl74 1 Ns; p,;q0�^' s. E 1190144.09 1 •• 4.4 am s ,,- �' ®�'go���9 SDCB Mi CB TYPE 1 `.. " �,„t '°0 � N 215193.84 1 \`\ t`,` , �„ �A�t4..- RIM 1f10178.06 I39.87 `V�: 1,y"S !'�@ 4"PVC IE=73.56IN(E) .�� ®�''�� 4'PVC IE=73.56 OUT(SW)• ', 4 i.,„,t: Ali 9i., N,1�_ A�� IX 55MH#10314 I °Q ` -a' - ��A.4.At;% E 1190128.01 f 04 1� �. \�0.�°°"� RIM EL=77.05 1; -A* 4�O�a 8"PVC IE=B9.91 IN(SW) 13 �1'4;.;,8••`•:.• B'PVC IE=70.01 IN(NW) r - \ '� � 8'PVCIE-72.531N{NE) T - - - - .;a,'+ .% fie.= +� : 44te , , :......,....i. z \ \ t s 8,p\�®®�� 1 9, SDCB 44 e ;� ` � I i N CB TYPE II-48'VANED GRATE•;': � ;`;`,'.�, \/ ��/ S=1%MIN m N215132.31'`, ,: \ , \. \ �ifrf ,1 E1190100.75-`` \ ``,N '�, N RIM EL=B7.53 \,`,,„,to :72.92,LF 4'SD(PVC) r 1 12"Ewa Pipe lE=84.12 IN(NW) ;\ `,,\ , �` 4'PVC 1E414.12 IN(NE) ;• ,\ ' l J131 T. ` 17 East PO0 IE414.12 OUT(SE) `' \ ) 1 0 \ 8'SS(PVC) \ /, `° ▪ 5=196 MIN i t• :\- Know what's below. PLAN ra/\ 1 `' ..•: `'-`--'-'- Call before you dig. -E SCALE IN FEET ,v ��-T- \ ``,, \` e D 20 40 \ BID SET /° OF vJASh h �ySL CF/NG, .. .;,,.'4. 9,4. REVISIONS 0 v. 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION o,+crao 0.- x No DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION Pdrdrnetrik C5 z I TWO INCHES AT FULL SCALE 8 ''',, `,k IF NOT SCALE ACCORDINGLY B"E"'E""'" PARK GRADING AND DRAINAGE PLAN-WEST X SHEET .c "s.;0.?�',� DRAWING NO. cq r Rp SCALE DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON x OF E P E 4/12/24 - HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2O24 WASH. P.L.A.#20P T8444 DATE:MAR 2024 WASH. P.L.A.#556 DATE MAR 2024 E 22 a BEGIN PC N 215078.85 GENERAL NOTES: E 119025221 N 1190243.151902 1 FINISHED GRADE v- PARING LOT PATH STA 0+00 E 15TH STREET a ` SHALL _ PARKING LOT PATH STA 0410 ©"LAN AREAS 1. A MAXIMUM AND NI NG SLOPE F 4.5T AND A MAXIM HAVE '" a i� - HORIZONTAL 4'TYp A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM �' —" ' GS, +cam- f CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. ' 1 \ ,, �' r �" �ili T4k.1V AND VERTICAL r �Sj q}1:iV ENGINEER SHALL CHECK AND APPROVE PREPARED CONTROL POINT NST 15% I, lirillI CSTC BASE PRIOR TO PAVING. t �{° o 1 r I^ air r- ' 1V 1_ r 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN -nil . �. .t l•' - tr . Y^ �` Y Y15i i^ -'f.•', ';sr s s-.3s�-.. NS 4i ANY DIRECTION. -, r BEGIN (' --�=;- _ "; z fr- y 1V re j N 215070A7 ,•:-^` l� ,��— ;• v 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE ( --� E 1180305.04 (y,, ^" \�` -'� '`'` '. ' -4"CSTC(95%COMPACTION) SHALL BE PER CITY OF BREMERTON STANDARD DETAIL 4ot 4 ' / / SPORTS COURT STA ONTO -- \ i• ^ 46 ^cr` ^" - 6060AND6061. // ' `-� �i R —3'COMMERCIAL HMA 4. TRENCH RESTORATION FOR STORMWATER PIPE SHALL BEGIN LOOP PATH" / BE PER CITY OF BREMERTON STANDARD DETAIL 4080 ALIGNMENT, Kam" AND 4081. 1 , SEE SHEETG9 � .` ek�.' — � � ��" \ ' , �E.^.. J '^ :i ^ ^ ; �a4 TYPICAL SECTION LEGEND: ASPHALT PATH 0+D0' — - � '. CAL n °�, ,I + I �/' NO SCALE ' 3'COMMERCIAL HMA OVER 4"CSTC to , r+ r ^..+'~�'. �•\� " 5 ® HMA OVERLAY \,�'','i i `i l ; -END �r I a CEMENT CONC.PATH/PAVEMENT \\ ! , N215115.57 r ,. , t , ! , CONTRACTOR TO TILL 3"FINE , E 1190225A6 4t1',1 ,\ ` tt PARKING LOT PATH STA 0+48.11 I- COMPOST INTO TOP fi'OF d1110 N 215094.62 I' �R`J,^ UNDERLYING SOIL AND HYDROSEED \;,'.i it it 1 C'I It , E 1190232.78 J o 4 F 1 CHAIN LINK FENCE Z I PARKING LOT PATH STA 0+25.92 < `d i . END " ' — — — — LIMITS OF HISTORIC LANDFILL 0 ,G \\`,\1`, N21512828 9 111+ . . E 1180308A0 90 MAJOR CONTOUR ` • SPORTS COURT STA 1+00 �, .�, i �; — — -------- - 09 MINOR CONTOUR 4 ,\:\\'` ' ''' ‘.. " " VD 4 `p, ri y ` e. • MATCH LINE-SEE SHEET C8 PLAN `i" SCALE IN FEET `/ 0 20 40 P 9 ri - 0 140' 140' 140' 140' 140' 140' 130' N m 130' 130' a 130' 130' -q 130' 19 a N. sL 120' s S ` 120' 120'<Ig .•4. 120' 120' - R o a4S T 120' 110' Ei—+, `� ,` E�3� I;; 110' 110' - -s d 110' 11O' -E w 6:.ffl g i o' E m v m FINISH GRADE -S."' r�'m _FINISH GRADE F e <4 o ' 100' 100' `�+ 10D'13 100' m E w 'a m a 100' 100' EXISTING GRADE o J it . _ n EXISTING GRADE T▪ 90' w 90. 90' TOP OF 90' 90' �°+ 90' 1.50% r-0.5a% 2.01% "4.50% -1.50%6 -428%-4.90%_�HISTORIC 2.31%�% - TO' TOP OF HISTORIC LANDFILL "�EG @ COAST CL- FG @ COAST CL 70' 70' EG Q CONST CL FG 5 CONST CL 70' 70' EGG CONST CL 5 COAST C I — 70' re oSI me a .18 aial N$ Ng .1 XI a$ Ns �a d� aR �g ag qg .R1� ag m m m m m m 0' a o a$ a83 a53 m$ .?8 60804, 0 ' Far mt3 m1j m9j mE mEmEmE $ESePRPRK2gPRPg tiAP P 0 60 26 m $E $E $E 60 8$ 8$ R$ g$ ' U 0+00 1+00 2+00 0+00 1+00 0+00 0+50 t. LOOP PATH PARKING LOT TO PARKING LOTTO STA 0+00 TO 2+00 BASKETBALL COURT LOOP PATH PROFILE PROFILE PROFILE oHORIZ.• 1=20' HORIZ: 1'=20' HORIZ: 1=20' .. 2 VERT: 1'=20' VERT: 1'=20' VERT: 1'=20' '=,., :-'. i E Know whaPs below. Call before you dig. E wAs BID SET IP`y`'' JF`�'I'' REVISIONS 0 1" 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION J •vie"�'�'.:%i.N /� a m :i;:�_' n i NO DESCRIPTION DATE BY Parametrik y - TWOINCHESATFULLSCALE DEPARTMENT OF PARKS& RECREATION C6 y 0 ^4 IF NOT SCALE ACCORDINGLY B"E"iEP ON x SHEET pdC"s•^DU,a Ga SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON PATH GRADING PLAN AND PROFILE X 10 qPE PR OF a 4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'1 8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 GENERAL NOTES: _~---- ''-"` __ --- .t�5` 77- 1. SIDEWALK AND CONCRETEIASPHALT PATHS SHALL HAVE \\'I‘)\\L `Z`- - = :"-'fir~ - =_ --- - - '-_ __ -----� -.7. A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM ` --- - _` _ / - - �-- _ s _ _ p CROSS SLOPE OF I.5%UNLESS OTHERWISE NOTED. 3 ``--_- `• `:` i `--, i;"__- - -�: ---- _ _ _ r x',"z z,f , _` `; + ENGINEER SHALL CHECK AND APPROVE PREPARED CSTC 'B0�, .. §�' � % - -_- - LANDINGS- 2. SHALL BE SLOPED NO MORE THAN 1.596 IN▪ .,., �`• _ ii " sD r�Y go ANY DIRECTION. 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE SHALL_ °D SHALL BE PER CITY OF BREMERTON STANDARD DETAIL ::�; _ __ -"" _ _ -= � r�i S#OD 8060 AND 6061. 13. 4 ��� � Y� TRENCH RESTORATION FOR STORAfWATER PIPE SHALL f `�`'`ti. G1 BE PER CITY OF BREMERTON STANDARD DETAIL 4080 rr— a -7+a ' � �r� x AND 4081. 3 en T_ ` +cr LE Iri Ell � -` ` z --� —� 1 I I, I 3'COMMERCIAL HMA OVER 4"CSTC t ,``� +`` `` \ a CEMENT CONC.PATH!PAVEMENT �d) `, ' \ LOOP PATH STA 6+00 TO 9++50 �� `` I CONTRACTOR TO TILL 3'FINE PLAN ;/\ . . . . . , COMPOST INTO TOP fi'OF SCALE IN FEET UNDERLYING SOIL AND HYDROSEED — D 20 40 o 4 FT CHAIN LINK FENCE — — — — LIMITS OF HISTORIC LANDFILL ti 140' -la. gp MAJOR CONTOUR gi 130' -130' 89 MINOR CONTOUR N 12W 12W co la A 110' EXISTING GRADE ry W e -110. FINISH GRADE 10D' M W `�W -100' 4.50% — -- — — 00. -- OW P nri EG Q CONST CL— [FG fa CONST CL 70' 1., O Pl a Yl 2.3 1.,81 O q N m A N b 1<:p N O A b N IA m a q g m g O PJ N gig 1t q S O p 10 Vr aq W i9 N m a IB n i7 n a O N O VI PJ a Ole O 60' re m m mm mm re Es lam mr, mg mt3 sag mg saga sax ag mg slag ssag zg soap Ise tog rag 113g Sig sell; Il$ slag slag ale ale E3ig rag xrDu- ri 6+00 7+00 6+00 9+00 9+50 V : LOOP PATH STA 6+00 TO 9+50 _ PROFILE HORIZ: 1'=20' VERT: 1'=20' F. ^m N Y m S U m _.,,,, 811 , ._._ ,-.... Itc, n o Know whaPs below. Call before you dig. E w ,� BID SET �aycsE ns �RZc REVISIONS 0 1.. 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION a "'�:`'- „"'r^i NO DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION Pdrdmetrik C7 7 xo u TWO INCHES AT FULL SCALE - ,� y, DT IF NOT SCALE ACCORDINGLY Bee"iEPiON x SHEET F Os' 44=f.X,o''` SCALEDRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON PATH GRADING PLAN AND PROFILE X 11 DRAWING NO. C4 pE ARC. OF a 4/12124 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201 T8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 GENERAL NOTES: jl; ;'i'�� eeis� `'"-_` 1. SIDEWALK AND CONCRETEIASPHALT PATHS SHALL HAVE ;Yn�. }' �i,- , -, • _ - NEW WATER CONNECTION FROM /`� ♦ _�,-,R-_ENGINEERED AMAXIMUMRUNNINGSLOPEOF4.5%ANDAMAXIMUM �' 9} y. ?x EXISTING METER j tl: • " , e *, PRE-ENGINEERED . CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. -','; ? ' �y--, REBTROONI ENGINEERSHALLCHECKANDAPPROVE PREPARED fit NEW GREEN YINYL�OATED �5 ��� . • CHAINLINK FENCE LAND BGSEHA LREOLOVING.• 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN •/ •,:y' • ,y =r • � I ANY DIRECTION. IPE y'•PICNIC SHELTER !� ,� '-., -SUBDRAIN PLAY AREA 3. i . i., r - '� SHALNL BE PER CITYnOF BREMERTON STANDARD ON FOR SANITARY SEWER PDETAIL ,, ? e 8060 AND 6061. 14 r. •-3;n W TRENCH RESTORATION FOR STORAfWATER PIPE SHALL ,•1. '. "' i / t 6• % ;, = BE PER CITY OF BREMERTON STANDARD DETAIL 4080 0/ AND 4081. y�/HF�};� '11 r �.r>• ;�; 'W LEGEND: w L. ' A• ' a '. Z ' 3 COMMERCIAL HMA OVER 4 CSTC A 7 '• „ INFILTRATION TRENCH • s 1 ,j . •. i . ' �_ HMA OVERLAY Aq - N__• '/��i `�/ INFILTRATION. _•� -q '•y' TRENCH , CEMENT CONC.PATH!PAVEMENT �c�.4 —PICNIC ABLE PAD \ ° CONTRACTOR TO TILL 3'FINE LOOP PATH STA 9+50 TO 12+88 -SPORTS COMPOST INTO TOP 5'OF PLAN t COURT UNDERLYING SOIL AND HYDROSEED SCALE IN FEET o 4-FT CHAIN LINK FENCE a 0 20 40 — — — — LI MITS OF HISTORIC LANDFILL n 140' PATH TO 140' SPORTS 90 MAJOR CONTOUR 130' 2RE-ENGINEERED COURT 130' II 120' PICNIC SHELTER „ y PLAYGROUND F y RESTROOM F 120' 8$ MINOR CONTOUR 110' c. wi en N 100' ` o S FINISH GRADE 8 N c A�• A u~iW ��„ Fian C 100. H co Li904 . -1.50% �,50% I Kr 80' -150% 80' EXISTING GRADE J P 70' EG @ CONST CL- -FG IR CONST CL 70 a A "5, m' a eDi a mli '2 —g wig "8 ag Ng e8 m8 ^g ' 8 ' 8 ' 8 ^8 ' 8 ' 8 ' 8 ' 8 ' 8 “ 8 "8 as .OR :G. '- 9S ag aNI a a� 60' 13B'a • m S mm mm Mm Mm MS S 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 US . X3 O2 Og OO MO U� 2� o o g' 9+50 10+00 11+00 12+00 13+00 13+20 8 V LOOP PATH s STA 9+50 T013+20 PROFILE 16 HORIZ 1'=20' VERT: 1=20' ^m N Y P. S U m 811 9 n o Know whaPs below. Call before you dig. E BID SET ! �s uJSti HADDON PARK RENOVATION o,,crao ' ���'°s °E �"� REVISIONS D 1" 2" CITY OF BREMERTON o.�,;;;,,;,,,R9 .x FIELD BOOK a "';-,''.; ' NO DESCRIPTION DATE BY Parametrik TWOINCHESATFULLSCALE DEPARTMENT OF PARKS& RECREATION C8 9 Q •� IF SCALE ACCORDINGLY 13;g Piox x SHEET a�� n PATH GRADING PLAN AND PROFILE x s '�'caa�x�'9�x�‘ DRAWING NO. x 12 c,y o SCALE DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON x OF PE pR 0 4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'1 8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 a GENERAL NOTES: i r �ti 1. SIDEWALK AND CONCRETE/ASPHALT PATHS SHALL HAVE N 2�15N13827�f- - ' N 2 CORNER,30 ---_ ® ®! A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM �! " E 1190367 53 CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. _ , E 1190367 98 ■ EL 83 07 ,\ ENGINEER SHALL CHECK AND APPROVE PREPARED EL8843 �_ / - _ _ r -` \ a CSTC BASE PRIOR TO PAVING. 3 __ ns 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN 3 ' �� 3 -- �+ r r r F\\ \, '-, 1 , ANY DIRECTION. }�; �' r r \\ , 1 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE * -hr,3- 3 ; SHALL BE PER CITY OF BREMERTON STANDARD DETAIL Illumir yy 6060 AND 6061. J 4 �-• } ,, \ t+ } ' l� 4. TRENCH RESTORATION FOR STORAfWATER PIPE SHALL i ; a ; ; 3 a ; ; 1 d �1; BE PER CITY OF BREMERTON STANDARD DETAIL 4080 a ; ; ; ` AND 4081. ,te--- -‘i } • a ? ' ; _'a 3 \% I 5 TANY HAN 1A nD PTH THAT RE CAUSES UIRES CULTURALNCEO OF GREATER 4ti } } 3 ' ; 3 a } } } ; ; *_, } \ 1 \ f, CES CONSULTANT TO BE ON SITE.NOTIFY CITY OF a `�^' - '1``i, ; ; ; 3 1 I , /', % BREMERTON 1 WEEK PRIOR TO INITIATING WORK. 419 3- ; ; �; } } 3 ; ' ; ' * 3 3 } ; * } CORNER 3 1� CONSTRUCTION NOTES: N 215101.38 ,+ \ 4, , /4" e ; ! 3 3 3 a ; E 1190342.18 a ; I ; I / 1 INSTALL BASKETBALL HOOP INCL.FOOTING a ■ + PT,EOP EL 83.00 I A i, I I CORNER a ■■ CORNER,EOP CORNER EOP N 215080.20 3', a } 3, ; , 2 INSTALL VAN ACCESSIBLE PARKING SIGN PER DETAIL AEI N 215171.12 ; 3 + N 215140.23 N 215132.26 E 1190311.47 a 3 , 4 a /A I , ' AP,EOP,GB,MATCH EX E 1190348.28 3 P-.. E 1190345.58 E 1190344.88 EL 82.14 ; } ; 4 ; 3 r ` N 21508D.63 ;,' EL 83.00 1 - E 1150804.11 EL 83.00 ; EL 83A0 AP,EOP a 3 a , 3 } 3 ' N21808222 ; 3 a o EL81.74 ,I < } E 1190310.28 ; * 3} 3 , 1 a 3� .1 3 � � L " ---,ormifr� � AP,GB,MATCH EX LEGEND: 2 N 21517', a 3 ; E ,G 729.OB 3'COMMERCIAL HMA OVER 4"CSTC 1O E 1190323.67 ; 10 11 N 215101.56 a OE1190317.041/11,111 EL81.74 rt7-4-4"tY�ty a ; - ,®.:..0.®•®4 HMA OVERLAY a CORNER EOP N 3 / ALIGN END OF CURB N 215104.08 WITH EDGE OF EXISTING . a CEMENT CONC.PATH l PAVEMENT 11 } 3 3 E1190311.30 :Air-- - C pRIYEWAYAPRON } ,3 3 ; EL 82.69 1 CONTRACTOR TO TILL 3"FINE 3 a } CORNER EOP GB,EOP . . . . . . COMPOST INTO TOP 8'OF 3 3 3 N 215104.78 r� ~V N 215087A UNDERLYING SOIL AND HYDROSEED .' I3 MIDPT E 1190303.33 E 1190269.38 `o ; ; CORNER / 0 4-F7 CHAIN LINK FENCE } 3 \ N 215140.81 N 215105.74 EL 82.81 ✓ EL 81.48 As E 1190295.42 �. 3 - E 1190292.37 ; } x EL 82.50i'Ll I 0 I I 111140_ G9 - - - - LIMITS OF HISTORIC LANDFILL - EL 82.50 3; N 215070.53 3 / E 119D282.34 CORNER 3+ ; 3 * ___3_._ ; `� 3 * * 3 /• I � EL 81.73 90 MAJOR CONTOUR N 215175A7 * i ; 3 AP,EOP j iI ! AP,EDP,MATCH EX EL 82 50 A7 ' ; 3 i ; } * e ; ; 3 3 a > ; > ; a 3 * ; } a j E 1190302 63 a ; N 215041.39 El E 89 MINOR CONTOUR 3 ; ; * } 3 t _ a f/3 a 3 3 i } ; } ; > 3 3 PT EL EOP EL8464 .92 N 215095.14 ! GB i s 8 I %/ EL 810299.85 / �L T y ` E 1190250A7 m 1 / f ''VJ , EL 61.61 N 215093.62 '�r _ GB I O E 1190279.13 ! • N 215072.58 iP I f 'i/ E 1190257.12 GB,EOP f EL 81A9 E 11802879.38.09 Icl -AP,EDP,MATCH EX EL 1508 e. t �� N 215056.92 / GB,EOP I Ir / ,; E 82.73 0A7 N 215098.50 f° + / _ EL 82.73 m E 1190267.30 ` / , / -AP,EOP,MATCH EX gl EL 81.10 ' �'i% N 215060.16 T Q E 1190243.17 EDP,PC - �` i N 215091.09 / a ,� , EL 82.46 z E 1190261.80 AP,EOP ALIGN END OF CURB LIMITS OF EL 8121 "Il N 21507823 WITH EDGE OF EXISTING EP HISTORIC EDP,MIDPT L."E 1190243.19 � / DRIVEWAY APRON 4, I LANDFILL N 215088.40 3 EL; 80.90 / E N90259.75 ''j 3 /GB �,/Y '� m EL 81.26 / N 215079.92 ;�i- E 119026025 -AP,EOP,MATCH EX t. SPORT COURT&PARKING LOT EL 81.37 N 215062.71 _ PLAN la% E 1190237.96 AP,EOP EL 82.54 SCALE IN FEET N 215087.47 811 0 i E 1190248.51 \ /, 2 0 10 20 EL 80.92 ` ' E LEOP,PT o N 215087 42 Know whaPs below. Cali before you dig. E 1190256.513 EL 81.19 E Wpg BID SET ,�0�' s�c�'Po ^�4 "';.'':,.;c Ry.o o FIELD BOOK Cab°JG fl��. REVISIONS o �" 2° CITY OF BREMERTON HADDON PARK RENOVATION y ; 'x No DESCRIPTION DATE BY ���� DEPARTMENT OF PARKS& RECREATION Parametrik C9 ✓r ,_ 3- TWO INCHES AT FULL SCALE - ✓° ^ry ,. IF NOT SCALE ACCORDINGLY E,,II,ro, SPORT COURT AND PARKING LOT GRADING X SHEET �s '"°<;1,xr-°"'•<" DRAWING NO. x 13 C4 A B� SCALE DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON x OF E P i2 4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#2pP T8444 DATE:MAR 2024 WASH. P.L.A.//556 DATE MAR 2024 a 22 a GENERAL NOTES: } _ •• N f -- � rill ` / 1. SIDEWALK AND CONCRETE/ASPHALT PATHS SHALL HAVE -``` \ A MAXIMUM RUNNING SLOPE OF 4.5%AND A MAXIMUM /` CROSS SLOPE OF 1.5%UNLESS OTHERWISE NOTED. _ y , ENGINEER SHALL CHECK AND APPROVE PREPARED y 'y _ `% N CSTC BASE PRIOR TO PAVING. �_ =-= --100- \ / 2. LANDINGS SHALL BE SLOPED NO MORE THAN 1.5%IN ANY! r N LAN DIRECTION. " y �_y_ _�1 `I ``` f� ^ y 1 1 i ,� 3. TRENCH RESTORATION FOR SANITARY SEWER PIPE _^ - ' , , l \ SHALL BE PER CITY OF BREMERTON STANDARD DETAIL '`x`^�_' "' -----'�, 11 \ + '� `' 8060 AND 6061. y x- „-----A- -- ^ -- x x 1----- -- -x-- x ' i - -` \ `N 4. TRENCH RESTORATION FOR STORMWATER PIPE SHALL x 2' �! x x x x y y BE PER CRY OF BREMERTON STANDARD DETAIL 4080 y x y / ' y x _x - Y y x `"` �+`'4 y x x _ - - \ ``N AND4081. x :.6 x y x ' , ,x , x x1 y x r y y y '`;--.,1--,--A- x x '- x \ �• N.• LEGEND: /x rr ly x \ ---A y' ` y x __ - - ` ' 3'COMMERCIAL HMA OVER 4"CSTC x x y---1-" 9 •x y,/' \ x _y �- x 9� --I:- _\ x ' x y ' x '' (/ ' ''' x '' `x - FOC,PCC -__ �-,--'` x ```, - - - ` ` ,:® HMA OVERLAY �`x y y x' . y m x x �_ -' `y ._N215314.71 -- '''__ _ - y x x '' x,+ x, y ` ---y -x "--,�__ - - \ '� \ ..:;y� . CEMENT CONC.PATH/PAVEMENT � x y r ' .�- a .-,... r = y y , EL 85.06 x"y x . x/` �-' '.y� y x " �'•\ rr, r � - - -- •`-y -3-'",__���y x=�_ '�y - \ ``•-`,` -- - -- � CONTRACTOR TOl1LL 3'FINE / �r x� y x f_ • i x f;x !x`' y `-x x �'_ -- "^ i d _,_-y- - - - - ,_,, --,` -- \ . . . . . . COMPOST INTO TOP fi'OF x �� x y- y y y x +����� _y �` UNDERLYING SOIL AND HYDROSEED ' cif x x - it -,--,' --s` ' - x y\l, ---- "' `' - \� ` - _ - `i. 0 4f7 CHAIN LINK FENCE a i� BEGIN CURB,FL- a=' x - -, y x / 'y y r` "' OC PRC �� \ \� :, N 2152B2.80 \ - - - - LIMITS OF HISTORIC LANDFILL x -' SLAB CORNER ;p,-1- f x - .y`' `yl I/ • 'tl :` m ' d N 215368.63 x 4 x = '��� E 1190357 58 \ E 1190265.10 r PICNIC SHELTER ___�- / 'x EL 85 08 a EL 67 97 ROOF DRAIN = - ^_y ;,^ _y/''Y y 'y J f� -FDC,PRC `\ \ ` 90 MAJOR CONTOUR y Ng N 215243.77 \ 3 DOWNSPOUT _ NH SUBDRAIN CLEANOUT, c�� - E 119035924 FOC,PCC - \ x �-`` __,. Y -, x , r 8$ MINOR CONTOUR N174- x '� x y y y '4- '4 x y x ' y `{ / TYP.SEE DETAIL© Z� EL 85.06 \E 17 039593 ��� xy ^ x yi x y � y FOC,PT EL8508 \ \� c c- CUT x 'r. / N 2159WA1 WALL 1 \NS� zz FOC,END x\ - ��� ` E1190317.03 � ��- N21S217291~ F F- FILL 4 y '1 '. ` EL 88.08 ��� E 1190393.99 o {hL ,�7~ SUBDRAIN \� x` `CORNER \ x `.\. sp" � N <PDETML©ar PLAY AREA �? "~ N 21S2W.70 t CORNER" OF' 1 8 x -PLAY AREA RAMP \� E 1190363.07 ,. .N 215183.22 _ ;, ! END CURB,FL + x -o ��y EL 85.12 + \ - PER DETAIL Q x �� E 1190377.72 } 4174, F�"� SLAB CORNER x '� y`.�_ft EL 85.12 y, N 215354.58 „.--,A-_„.„, n , FIENUERMILL y - x \- �© E 1190296.86 -, FOC,PC 19 �i - EL 87A9 N 215263A1 i lil x y,' SLAB CORNER • x hi,", E 1190312.88 Foe,PC RESTROOMi:°. _'; 28'x10'PRE-ENGINEERED RESTROOM, N 215343.81 EL 85.08 r FOC,PT �r N 21521585 ROOF DRAIN a 3EE SPECIAL PROVISIONS APPENDIX F 3` E 1190291.59 N 215245.14 E 1190337.50 DOWNSPOUT _ ��_ CORNER o SLAB CORNER EL 87.31 y E 119031752 EL 85.06 _ u -A N 215177.5E G „ x ,s 77IR? / EL 85.06 .6; y y x y E 1190369AS OWNER PROVIDED PICNIC SHELTER, x L ., EL 135.12 E 1190262.83 SEE SPECIAL PROVISIONS APPENDIX F x y ! y - %/SIM- __-- Q EL 87.79 INFILTRATION TRENCH, x '4 '" 6 ti x,.% - /'SEE DETAIL© y x x ". _k, WI_ i x 1 y x ' y x i�� 1 y �.. x x y x y '' CORNER _ ---� -n- y x x y x y x x y x x y ,^' SS CLEANOUT ,/ // y \ y x x x , N 215199.06 y x ' / y x �., x x y x y y y ' y -y x E1190354.81 y x " x x y '__.'�.x x x x x y x I x __€__=_Er_,„ F l? y x x .EL85.12 x y y x r x y x x O x 9�-. y/'-%' -- y... , y I x x x y x y x ', y xs„SS PVC.!._ -i''-- x y x a ' `'- '' Y - ` - x y r y a� y y �I9 y 440 d M PICNIC TABLE PAD, y •�.-`y- x` x y x x y ^^1^ x y x �i- i SEE DETAIL© v x -\ J x x , y '' / x x ' '� INFILTRATION TRENCH, L PLAN ,` 8EE DETAIL© u SCALE IN FEET (� :4, 0 10 20 i 811 0 i g. Know whars below. 0 Call before you dig. .14 °F WAghr BID SET ,�F.a,osc c�A.q NC X o,,.,''.,,,,,:,< r FIELD BOOK G fJO 0 1" 2" CITY OF BREMERTON HADDON PARK RENOVATION a y :i:,;%�".9 ,2 NO DESCRIPTION DATE BY Parametrik 7 TwoINCHESArFULLscALE DEPARTMENT OF PARKS& RECREATION C70 io PICNIC SHELTER,PLAY AREA, ,� SHEET o y�' ,,~� T NOT SCALE ACCORDINGLY Baexeamx Esc'"'°°c%9',. ' SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON AND RESTROOM BUILDING GRADING X 14 4PE Af- OF 0 4/12/24 HOWL AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'1 8444 DATE:MAR 2024 WASH. P.L.A.#556 DATE MAR 2024 a 22 a NOTE: CAST IN PLACE PLAYGROUND PERIMETER NOTE: INSTALL CONCRETE BEFORE NM CURB LIGHT BROOM FINISH ON TOP AND TOP OF CURB TO BE 112'ABOVE SEE SPECIFICATION FOR FOR CLEAN TRANSITION LINE. UPPER IT OF INSIDE CURB.PROVIDE FG OF TOPSOIL;CURB SHALL ADDITIONAL INFORMATION EDGE OF FULL EXPANSION JOINT fh,1T SPACING. BE FLUSH WITH FINISHED spy PAVEMENT 4'ADS SLOTTED PIPE WITH CLASS II STD GRADE OF ADJACENT PATH. PLACE LOCATE WIRE AT ENDS s V .a V PERFORATIONS,WHERE SHOWN ON PLAN OFALL CLEANOIffS AND CAPS —B"ROUND BLACK DI 12"MIN ENGINEERED CURB IS FLUSH W/LANDSCAPING FINISHED GRADE IRRIGATION BOX d p7CI v. WOODIFINER SAFETY AND CONCRETE SIDEWALK V 1"RADIUS,TYP V. V . . 7 N BY d a.. SURFACING OTHERS 096t d Q i, b HORIZONTAL . •:',:......• CONTROL POINT, N ----,..-:','1..:'-. Q r:.; ��-_.•;.. 5,44• ,:yl`S••-,',.° Cr'4` :. •. .. •. •. •,•, " Q SEE PLANS FOR . .:.a Y-,":.: '.� .:',r'a:i r..S.R a: .: ,.., oa a° o°e o o o.oe .0.,p Op Op p `.�O p.'.�O!'. �� P .. -.. 159b {.•- _ _:-"-ice:, °0000 °0000e� o r' no v�o 00 %'•i o .d • V. Q V STATIONING � �� c o c do c do c c o c, 4'PVC RISER,LENGTH AS REQUIRED \\ // // 7+4M :Z 0Z'g • // // //, {} dd O , ,.:M TOPSOIL TYPE A �/� pU 00pf�� •pO 00p� .. v ..� V �J V .-I \/ \/ ///� // t /// / // / �+ 86���8 i88 c8 i8 4'PVC WYE O O O.O. '0 O' V V V' V / \ VIVOIN �� \ BACK FILL FOR oo0o-p� ' .•00000 �J �.\ \ "r SAND 4"PVC PIPE o o'�o •o 0 4"PVC PIPE CLEANOUT r/ `. Q' r \ SAND DRAINS OOpU OOpU OupV OOpU"OpU O'a� p0 oop0 FEMALE ADAPTER WITH d 7.88 a a "sl s/•MINUS PEA GRAVEL .moo THREADED PLUG Q Q a Q O. / j /4'CSTCA�\ o_{/�r o_o o_o o_-0 0 o 34,MINUS PEA GRAVEL Q fJ L ry �����\\������i��� �\\������\ �i��i����� _i 4'ADS SLOTTED PIPE }+ . ''+ WITH CLASS II .l z 12" Q �� GEOTEXTILE FOR •t PERFORATIONS 'MINUS PEA GRAVEL i�✓ CORRUGATED PIPE TO PVC IF LINE DEAD ENDS. SEPARATION k �. INSTALL WATERTIGHT T GEOTEXTILE FOR PIPE ADAPTER IF NEEDED 4'CLASS 3000 CEMENT COMPACTED SUBGRADE, 1 1 2" SEPARATION THREADED PLUG CONCRETE PAVEMENT SLOPE TOWARDS UNDERDRAIN r UNDERDRAIN PIPE PER PLAN Q PLAYGROUND PERIMETER CURB AND SUBDRAIN 4"PERFORATED SUBDRAIN SUBDRAIN CLEANOUT PICNIC TABLE BUMP OUT DETAIL (71 DETAIL DETAIL ^ DETAIL NO SCALE TYP NO SCALE TYP NO SCALE TYP NO SCALE 1YP a N PI ZONE A;CRITICAL ROOT ZONE) ZONE B(DRIP LINE) 6'-0' THE CRITICAL ROOT ZONE IS THE AREA UNDER A THE DRIP LINE IS THE AREA BELOW THE TREE TREE MEASURING 1 FOOT OF RADIUS PER 1 INCH IN WHICH THE BOUNDARY IS DESIGNATED BY ; OF DIAMETER AT BREAST HEIGHT(DBH)FROM THE THE EDGE OF THE TREES CROWN. TRUNK OUTWARDS AND 24 INCHES IN DEPTH.FOR RESTRICTIONS I 1 EXAMPLE:FORA 10 INCH DBH TREE,THE CRITICAL 1. OPERATION OF HEAVY EQUIPMENT AND/OR ROOT ZONE IS LOCATED AT LEAST 10 FEET OUT STOCKPILING OF MATERIALS SUBJECT TO APPROVAL. d I I FROM THE TRUNK AND 24 INCHES DEEP. ''SURFACE PROTECTION MEASURES REQUIRED ° 4 I J RESTRICTIONS 2. TRENCHING PERMUTED AS FOLLOWS: I 1. NO DISTURBANCE ALLOWED WITHOUT -EXCAVATION BY HAND OR WITH A HAND-DRIVEN 1 g 0: ) .aH SITE-SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE. TRENCHER MAY BE REQUIRED -MINIMIZE TRENCH WIDTH TO THE EXTENT POSSIBLE 4 • a I EQ EQ I 2. IF ROOTS LARGER THAN 2'IN DIA.ARE -NO DISTURBANCE PERMITTED WITHIN ZONE A g q4 EQUIPMENT -MAINTAIN 2/3 OR MORE OR ZONE B IN AN UNDISTURBED o ,° 6'-0" SAFETY ZONE ENCOUNTERED,INSPECTION AND APPROVAL > r�oi�f�r- ARE REQUIRED BEFORE PROCEEDING CONDITION ����.'ice ° a I ' p� �.q �� 24" TRENCHINGIEXCAVATION WORK. 3. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER a e. 4 a .EXPANSION ��a ����� '� =� 3. TUNNELING IS REQUIRED TO INSTALL LINES THAN 3'-0•. F 4. MATERIAL ELEVATION 3.-0'BELOW GRADE OR DEEPER. • a 4 I I A A� B'CLASS 3000 I„ I ZONE CI ZONE C(FEEDER ROOT ZONE) 'SURFACE PROTECTION MEASURES ° .4 LIGHT BROOM FINISH o I CONCRETE ZONE B I I THE FEEDER ROOT ZONE IS THE AREA UNDER A 1. WOOD CHIP MULCH LAYER,5'-12'DEPTH;OR T.5% a I J I I I N TREE MEASURING 2 FEET OF RADIUS PER 1 INCH OF 2. 4"WOOD CHIP MULCH LAYER UNDER 314"PLYWOOD:OR ZONE A I I I DBH FROM THE TRUNK OUTWARDS AND 24 INCHES 3. 4"GRAVEL OVER STAKED GEOTEXTILE FABRIC T 5% 1"RADIUS I I I IN DEPTH.FOR EXAMPLE:FOR A 10 INCH DBH TREE, 4. 4"WOOD CHIP MULCH LAYER UNDER STEEL PLATES; a THE FEEDER ROOT ZONE IS LOCATED AT LEAST 20 5. 4"WOOD CHIP MULCH LAYER UNDER LOGGING ROAD MATS ▪ a4 Iffillailiga I I FEET OUT FROM THE TRUNK AND 24 INCHES DEEP. n ▪ , :;:'r.:)'::,,-',.3 i I i RESTRICTIONS �r�.' ►r►r►r►r►r►.w�.� r'.-N,,en..'t.,,_z:Ts 12" lito I 1. OPERATION OF HEAVY EQUIPMENT AND/OR e -1'-�� Nla_�i, r:*;.:•''.': c-';;+_ i- STOCKPILING OF MATERIALS SUBJECT TO E T�� � APPROVAL.`SURFACE PROTECTION 1111 .4 '�'4:•,c;4 MEASURES REQUIRED. 4 ° 0 4'CSTC A if.."e�bV1VIV O A, 2. TRENCHING PERMITTED AS FOLLOWS: 4° I y -��4 �� -EXCAVATION BY HAND OR WITH HAND-DRIVEN n �1VS 420POY TRENCHER MAY BE REQUIRED ° PERIMETER 1 ®r- ,7.'41.1, -MINIMIZE TRENCH WIDTH TO THE EXTENT CURB SEE DETAIL i 's� � POSSIBLE a �� -MAINTAIN 2/3 OR MORE OF ZONE C IN AN UNDISTURBED CONDITION 3. TUNNELING IS REQUIRED TO INSTALL LINES g. 1 0 N PLAN SECTION A 14' 3'0'BELOW GRADE OR DEEPER. \ /MO / PERIMETER E CURB PLAY AREA RAMP TREE PROTECTION Know what's below. DETAIL ^ PLAN DETAIL n Call before you dig. - NO SCALE TYP NO SCALE TYP J. of WAgy BID SET / ,��aycsE cea Z� FIELD BOOK DWG NO yC,;,,;;;,,;,>"lam o REVISIONS 0 1" 2° CITY OF BREMERTON HADDON PARK RENOVATION y !:;<- ^x I.No DESCRIPTION DATE BY B DEPARTMENT OF PARKS& RECREATION Parametrik D7 "x _- TWO INCHES AT FULL SCALE ° IF NOT SCALE ACCORDINGLY S"E"EPiox x SHEET s 15 a`.,� c�1 SITE, UTILITY,AND DRAINAGE DETAILS x F s a<° o•' DRAWING NO. �,4 f.X0. `,� SCALE DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON x OF a nE A4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'1 8444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 6"x10"COLUMN(BY OTHERS) SLAB,MONOLITHIC HANDHOLE W/COVER POUR #3 HORZ REBAR HOOPS FINISH GRADE 6"O.C.(3)IN TOP 5" SLAB \\\ `� �� I 32' ° P : a+ : a PICNIC SHELTER COLUMN(BY OTHERS) 800 800 800 8,V,V,, , , , ®®® . :Boo 800 800 80ig ,Bo oBo oBo oBo oBo oBo 08� d ° d A d Bo oBo oBo oBo oBo o� • I I °I ° MESH 2" 4"CLASS 3000 CONC.SLAB W/W4x4 _FINISHED GRADE y" A II FINISHED GRADE CLEAR d A �d I d WIRE MESH ® LAWN AREAS . A 1k I A •< CONSTRUCTION JOINT � \\� ° BETWEEN FOOTING AND SLAB II o 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 00 00 000 00 0 , �,00 00 00 00 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 oa o ° p `_- �� I a 4"CSTC(95% 4 " A STUB UP ELEC CONDUIT(1"ALL PVC) A , ° o COMPACTION) °d PER LOCAL CODE,SEE UT1 FOR ° LOCATION .A ° r d DRILLED HOLE,DO NOT FORM, CLASS 3000 e a 44 ° A REMOVE STANDING WATER ° CONC.FOOTING CAISSON FOOTING, A ° o d °d , TYPICAL OF 3, '� ' 7 A SEE DETAIL A A ° CLASS 3000 PSI CONCRETE _ el A A a I #3HOOPS6"OC l=A I A M s A °d °a d °d < <'\ (8)#4 VERTICAL REBAR PICNIC SHELTER SLAB ° A AND FOUNDATION DETAIL • d ° Z"PLATE SECTION N . ° A d„ a° 3"DOBIE BRICK NO SCALE C10 O ° a ° .. i I . UNDISTURBED SUBGRADE 12'TYP g•TYP FINISHED GRADE d d —y"SEPARATION Plan View a"rigid orfi-rlexible roof Ja�. I, _ , NST4N @ LAWN AREAS perforated pipe drain ° ° ° I d III=—�� ", i1 illii Ilii Iil=lil ' 111 III I11—III NST 1.5% ! N I .o -1 H-111-III 4 -, _ `m •ice \ Ik, �o .000 00 00'00 0:•00 00-00 00 1 m 2'-6" � sump w/solid lid *FOOTING DEPTH STRUCTURAL —PICNIC SHELTER SLAB, —ASPHALT PATH, infiltration trench g DESIGN IS CONCEPTUAL. L SEE SECTION® SEE TYPICAL SECTION th roof drain rl CONCEPTUAL VENDOR SHALL SUPPLY CEMENT CONCRETE 117 DIRECT BURY CAISSON FOOTING TRAFFIC CURB TYPE Cloverflow FOOTING DESIGN. Profile View 4"rigid orG'flexible splash block LI PICNIC SHELTER PER CITY OF BREMERTON PICNIC SHELTER SLAB perforated pipe CB sump o �\ w/solid lid -aDETAIL / t STD DETAIL 3133 SECTION —' p 0 6.._,..„-u=u" • i NO SCALE C10 NO SCALE C10 + 6- 12" 1 _washed rock 1 Y"-%" ,. N I �I 1'min r== .�����_���` � 1'min iT /1 A fine mesh screen o varies T 10'min. 5'min. 0 Q'C m Section A-A finer fabric o compacted backfill o_ 0 o x 24" MrcO .- 4�i..t. 4"rigid or 6"flexible: :.�.a+�_�fi�•�:. perforated i pe m m 11W7.-...♦-.♦- washed rock 1Ye-Vs' n II—d'.II=II=I 24" I NOT TO SCALE 4" Pi ibISUFM Typical Downspout Infiltration Trench 6 liga Revised June 2016 Q DEPARTMENT OF ECOLOGY m Please see httpl/www.ecy.wa.gov/oopplght:html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. m INFILTRATION TRENCH DETAIL In o NO SCALE T�'P i r!\ 0 a Know what's below. Call before you dig. x E 0 Et F W A g BID SET / O NN / �°�osE�F ti REVISIONS 0 1" 2" FIELD BOOK DWG NO �P;°a d90 CITY OF BREMERTON HADDON PARK RENOVATION < m A NO DESCRIPTION DATE BY ���� DEPARTMENT OF PARKS& RECREATION Parametr�k D2 z il TWO INCHES AT FULL SCALE O o?o'g tiry� IF NOT SCALE ACCORDINGLY BREMERTON SITE, UTILITY,AND DRAINAGE DETAILS x SHEET S 444 EXP''��` SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON XQ 16 • c4pE ARc OF 0 4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#20118444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 5 1'.5" 1a-0• 1'4•TrP F 4} LEGEND: A 3'COMMERCIAL HMA OVER 4"CSTC EITEI:E1:1—f 5-3' _ a'p PAINT LINE•2'WHITE To } OUTSIDE RADIUS•19'-0' r INSIDE RADIUS•19'-7" ' 4 In � • ��S. � al P.O.Box 22326 PF:402/421-9464 WEBSITE:ww�v.sitcscapcsonBnc.cam OUTSIDE RADIUS•6'-0- eal-es PX:402/421-9479 F TTAII.:info(a-',si[escapesonitne.com L� (V M Lincoln,NE 61i542 INSIDE RADIUS•./-10 'Dv NCNTOLERMCESU.O.S.TMEINFGRbAIONCONTAINEDINTHISDRANNGIS THE SOLE PROPERIYOF SIIESCPPES.IND.PNY TITLE BOLLARDPOST PROGUGT NO. FRACTION-ci/76" REPRODUGIION IN PART ORAS0.WHCIE4nRN)UT THE NRiITTEN PERMISSION OF SITESGAPES.MG. BF4-00-EM ANG-----t1' sPROmum. °Available in powder coat and DuraCoal finishes MATERIALS LIST 41 , I1]Tubing- 41 2x"x1/8"Wall Steel Tubing I l 2 Cop-d41/2"xI/8"Wall Steel Dome I 5-3- _ T-0" Tn o 5 M 4 t :int RI § /�2�h 44" 8 �{ ----'.1.) "' OUTSIDE RADIUS=R-0" GRADE LEVEL 04 I/2" 04 1!4" i INSIDE RADIUS=5'-10" n m P - I5'-0'I - - I5'-0'I F BOLLARD 1.5" ` 10.-0. "' DETAIL n T 1 NO SCALE VfP N I i 35-0' ,J-+ 35-0' _ 8 ~ PF:402/421-9464I WEBSITE:wnvw.altescapesonline.com a P.O-Bnx 22326 FX:402/421-9479 F MAIL:info@sitescapesonhne.com 70T-0. Lincoln,NE 65542 y ITE CAPE P INCH TOLERANCES U.O.S.THE SOLEPATIONGY OF SIEOMTHIS INC.ANT A ito SPORT COURT TITLE BOLLARD POST PRODUCT NO. FRACTION-Tilfa" EPRA"DUCRTARIN IIn ARTnRANAWHSOIERRTHAUT V Y BIKE RACK BP4-O0-RM ANG----:1' S PROHIBRED.ERMISSIUN nF 51TE4CAPES.INC. LAYOUT PLAN / D 'Available in powder coat and DoraCoat finishes MATERIALS LIST: o i 11I Bollard Post-041/2"x 1/8"Wall Steel Tubing SCALE IN FEET R7.SD1VA 04 I/2" w!Dome Ca ii W CO \__; (2)Galvanized Sleeve-05"Steel Tube d 0 5 10 RESERVED j_ w!Hinging Lock Plate Id �"dNA.CiSSNLE x�J SLOPE TOP OF ¢� SLOPE TOP OF [1.) N FOOTING AWAY I-i FOOTING AWAY MIN.MOUNTING 363/8" R FROM BOLLARD LL FROM BOLLARD / HEIGHT 5-0'FROM 7 —m SIGN POST WITH LIGHT ° z z ADJ.FINISHED GRADE 481/8" FINISHED GRADE § FINISHED GRADE DUTY ANCHOR PER CITY TO BOTTOM OF SIGN OF BREMERTON STD n DETAIL 3251 ON SHEET D3 NOTES: SURFACE �� 4o V �� V 1. EACH PARKNG SPACE FOR THE GRADE 11'X114"0 DISABLED ISREQUIREDTOBE _J 2 •.— STEEL BAR p' CONCRETE FOOTING, - � � ... v v... � � ... � COMMERCIAL CONCRETE IDENTIFIEDBYAPERMANENT, • p REFLECTORIZED SIGN WITH THE r CONCRETE FOOTING, r 5"SQ 1/4"STEEL BASEPLATE 05" INTERNATIONAL SYMBOL OF 3!4" p a p p v o v v EMBEDDED SLEEVE DETAIL _ COMMERCIAL CONCRETE 118'FILLET WELD EMBEDDED ACCESSIBILITY. II I _U SLEEVE TO PIPE DRAIN 2.THIS SIGN IS EQUAL TO A II 811 . G ►� 1\� ►� PORCELAIN ON STEEL SIGN WITH i ` • � .... m 3f4"SCH 40 PIPE DRAIN FRONT VIEW RIGHT SIDE VIEW �"� " �� -�~� GRANULAR FREE MINIMUM SIZE DF��70 SQUARE ` k 1'•5'9 1'•57d FINISHED GRADE 1- 1 DRAINING MATERIAL INCHES. Know whars below. o REMOVABLE BOLLARD 3.SIGN SHALL BE CENTERED ON Call before you dig. BOLLARD FOOTING BOLLARD FOOTING VAN ACCESSIBLE PARKING SIGNAGE THE INTERIOR END OF THE REMOVABLE BOLLARD DETAIL n DETAIL DETAIL ^ PARKING SPACE. DETAIL lj g Dv Of A gR, NO SCALE TYP NO SCALE TYP NO SCALE TYP NO SCALE TYP B I D SET / ,s0 ay0SEo �'PU X �po. T-r �, FIELD BOOK DWG NO. D '° 2° CITY OF BREMERTON HADDON PARK RENOVATION a t -;2,.--..;'�_:_e.%z NO DESCRIPTION DATE BY ���� Parametrik : : TWO INCHES AT FULL SCALE DEPARTMENT OF PARKS& RECREATION D3 ••ET SPORT COURT LAYOUT " IF NOT SCALE ACCORDINGLY Bxe"iEPiON x SHEET t'�ry 44'e,essa Fxs'?",'‘ SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON AND PARKING LOT DETAILS x 17 a APE 4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'18444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 _:fir:i ii:iii-_-_,_------_----_--__-------------- //yZ --- --- /70.0... --______ --______ _________-----f --'" - - ----10:1.......w.20. ..m.r.m.N.,..... ..aall ___ 411*---____ acc ��� «aa7.�a.00a ��� N215314.71 —_ esas4 kip E1190314.75 // _�_ � WALL STA O+97.64 �_ _� PLAYGROUND CURB, PRC / r SEE SHEET C10 FOR N 215262.50 Mill -- 1 L63ab43,R•19A00 GRADING AND LAYOUT J E 1190357.56 -� a � - 777MrilMtaiVa....ftealift ----„,,,, � a 1s1.2ie4 ' WALLSTA0+93.89 �1 - - e.4s r+1, ssmo / M-44.aa1a `` 6---",6134444444 lop 41/11 iPRC L=17.aB2 8411000' iikN 21524 3.77 e4a.soas - / j E 1190359.84 ------:-. „,_ \ .. I WALL STA 1+13.15 PCC 2 N 4 � 215226.9 IP E 1115225. c�% WALL STA 1+31.04 4 BEGIN END N 215304.41 N 215217.29 o _ y l/ E 1190317.03 E 1190363.98 WALL STA 0+00.00\ WALL STA 1+41.00 WALL 1 PLAN r SCALE IN FEET 40 a 0 5 10 100' 100' 0 6 -I 5i 2 R R: FINISHED GRADE �+S�s '�' o w '� � g AT BACK OF WALL -J _, L W v z. Olt FINISH GRADE 4 v :1g° .. a v 90'—a a-a 8-'p FAT FRONT OF WALL EXISTING GRADE - o-r r 90' y m m r r AT FRONT OF WALL rn r dim N m ----_ - __a- f_ _0.00% -- 1 t----L_- I I I I I I l I I I 13 I I I I 0.00% I I 0.00% 0.00% 0.00%- 0.00%- 1�- ---__ M EG @ FG @ 8D' BO' FRONT Of WALL- [FRONT OF WALL Y ng ag Lra$ 0.1 'ris h<g ng ovs h<g cn .1g mg h<g ec!s Ss Ss Es ms 2s Es Ss ids ids 2n 2s Ss Ss Ss re 9, 0+00 PROFILE 1+00 1+50 i HORIZ: 1'=10' VERT: 1=10' 811 , i a Know what's below. E. Call before you dig. E g of vvasti BID SET ,fib yDSL�F.N 50"„. R,"� REVISIONS 0 1" 2" FIELD BOOK CITY OF BREMERTON a Y P �,.p.lG O HADDON PARK RENOVATION y 5 No DESCRIPTION DATE BY DEPARTMENT OF PARKS& RECREATION Parametrik WA7 r z ` '-!';ti TWO INCHES AT FULL SCALE a ;V, 11 S' IF NOT SCALE ACCORDINGLY BWE;,Ox WALL I x SHEET sc,,,,,,a..Gd� SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON PLAN AND PROFILE X 18 APE PR OF 4/12124 - HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.f�201 T8444 DATE:MAR 2024 WASH. P.L.A.//fi56 DATE MAR 2024 a 22 WALL 1 REDI-ROCK CAP BLOCK FREE STANDING REDI-ROCK BLOCK _ CAST IN PLACE 4'MIN DEPTH 35%COMPOST! PLAYGROUND PERIMETER 65%NATIVE SOIL MIX AND I CURB,SEE DETAIL irk HYDROSEEDED F co X io 4:1 E 2 HORIZONTAL CONTROL POINT MAX SLOPE =7 1 AT FACE OF CURB od°o% oop0odE o 0 0°0 0 °a o d-o o ° zo a a.O Pa. aa„O 00.0 c.. , a 70 6"CSTC 70 °° 4•CSTC REDI-ROCK WALL(1 BLOCK-PLAY AREA FREE STANDING) TYPICAL SECTION n NO SCALE - 4"MIN DEPTH 35%COMPOST I WALL 1 REDI-ROCK 65%NATIVE SOIL MIX AND HYDROSEEDED SET FINISH CAP BLOCK GRADE 1"BELOW 0 TOP OF WALL CAP WALL 1 REDI-ROCK MAX SLOPE 28"BLOCK N N / = I = ; CAST IN PLACE N !r, l`• __ PLAYGROUND PERIMETER 12 MIN GRAVEL •y' g�%! �Rs' CURB,SEE DETAIL Q BACK FILL FOR +•!•Ali�'+ +. DRAINS A•5o pr.+�►� HORIZONTAL CONTROL POINT y>N I•!r. 21•. AT FACE OF CURB ` .klrr Nlra 4"ADS !r.•«i'•. ' o SLOTTED PIPE I • !r-klft f : W!CLASS II ,lrh.,. + +..,� a_;,.,o; Y.,`"Lwh.;o,�_..`. R PERFORATIONS— o• ao a°," °a o►aao0 as aa0 r v y, o° °0 0o0 o°°aa°O ao°oo°oo° oL aa. a,i� o ooao° a0000ao° aa • GEOTEXTILE 0,0 a.000.00a.00..00a.000,00a.0oa.0 FOR SEPARATION ` o a Op 6"CSTC 4,CSTC REDI-ROCK WALL(1 BLOCK-PLAY AREA) TYPICAL SECTION n NO SCALE - SI G T FA E 11 811 , m � r .g Know what's below. Call before you dig. E 6. EL wAs BID SET �F.ayDSE�RyC FIELD BOOK DWG NO O. ° REVISIONS D 1.. 2° CITY OF BREMERTON HADDON PARK RENOVATION y ;;`=- m x NO DESCRIPTION DATE BY B DEPARTMENT OF PARKS& RECREATION Parametrik WA2 r TWO INCHES AT FULL SCALE 7° c IF NOT SCALE ACCORDINGLY Bweuenrox WALL 2 AND WALL 3 PLAN AND PROFILE x SHEET 6 Z, " O8,cq,:;XP."`c,� SCALE DRAWING NO. DRAWN BY: J. CROFOOT DESIGN BY: J. CERALDE CHECKED BY:J. SWENSON AND WALL DETAILS x 19 OF a nE A4/12/24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 WASH. P.L.A.#201'18444 DATE:MAR 2024 WASH. P.L.A.#656 DATE MAR 2024 a 22 PLAN SYMBOLS ONE-LINE SYMBOLS SCHEMATIC SYMBOLS ABBREVIATIONS GENERAL NOTES CONDUIT SYMBOLS RECEPTACLE AND SWITCH SYMBOLS EQUIPMENT ID# TAG STANDARD RELAY CONTACTS A AMPERES KVA KILOVOLT AMPERES GI THE INSTALLATION OF ALL EQUIPMENT SHOWN DISCONNECT SWITCH,3-POLE. AC ALTERNATING CURRENT KVAR KILOVOLT AMPERES REACTIVE ON THESE DRAWINGS OR DESCRIBED IN THE CONDUIT NUMBER CKT DUPLEX WALL RECEPTACLE, Cr�o ### ### CONTACT,NORMALLY OPEN AND IIMEIZ 120V CONDUIT NUMBER TAG=DEVICE TAG ID P=POW ER =CONTROL I ADJ ADJUSTABLE KWH KILOWATT HOURS SPECIFICATIONS SHALL CONFORM TO THE TYPE P=POWER C=CONTROL xxAF=SWITCH RATING,IN ,+'r NORMALLY CLOSED. J=SIGH L =SPARE CKT=CIRCUIT NUMBER AF AMPERE FRAME LCS LOCAL CONTROL STATION REQUIREMENTS SET FORTH IN THE LATEST J=SIGNAL X=SPARE o AMPERES ###=DEVICE ID NUMBER 314"C-(3}#12—\ CALLS!iT II IC I_NTING IONDUIT TYPE: WP= AFD ADJUSTABLE FREQUENCY DRIVE LTG LIGHTING EDITIONS OF ALL APPLICABLE CODES AND SIZE,I'll IMEEP DE WIRES AND WEATHERPROOF G GENERATOR I A.F.F. ABOVE FINISHED FLOOR LTS LIGHTS UTILITY COMPANY STANDARDS. CONTACT THE WIRE SIZE xxKW o KW=SIZE L TIME-DELAY RELAY CONTACTS G=GROUNDED pr p A.F.G. ABOVE FINISHED GRADE LP LIGHTING PANEL UTILITY COMPANY REPRESENTATIVES AND C x- CALLOUT II IDICATING CONDUIT G=ISOLATED 0 MOTOR xxAF # NORMALLY OPEN,CLOSES AFTER TIME DELAY. AIC AMPERES INTERRUPTING CAPACITY (k} MODIFIED VERIFY THEIR REQUIREMENTS. NUMBER AND WIRE PER GROUND xx=HORSEPOWER TAG �� AMP AMPERES mA MILLIAMPERES SCHEDULE. GF=GROUND FAULT T CIRCUIT BREAKER,3-POLE. •l ###=DEVICE ID NUMBER ANN ANNUNICATOR MCC MOTOR CONTROL CENTER G2 THIS IS A GENERALIZED LEGEND SHEET.THIS EXPOSED CONDUIT INTERRUPTER POWER CIRCUIT BREAKER, 0 I 0 CONCEALED CONDUIT DUPLEX RECEPTACLE, DRAW OUT,3 POLE,ABOVE TAG=DEVICE TAG ID NORMALLY CLOSED,OPENS AS AMMETER SWITCH MCP MOTOR CIRCUIT PROTECTION OR CONTRACT MAY NOT USE ALL INFORMATION EMERGENCY/STAND-BY raAF 1500V. /I� xxA=TRIP RATING,IN AFTER TIME DELAY. AT AMMETER TRIP MAIN CONTROL PANEL SHOWN. f�• FLEXIBLE CONDUIT ragT O ' O AMPERES p,�o NORMALLY OPEN, ATS AUTOMATIC TRANSFER SWITCH MCM THOUSAND CIRCULAR MILS(KCMIL) SINGLE RECEPTACLE, ���JJJ,,, xxAF=FRAME SIZE I y AUTO AUTOMATIC CAP ON CONDUIT STUB INSTANTANEOUS CLOSE, MON MONITOR G3 NOTIFY THE ENGINEER IMMEDIATELY IF SINGLE RECEPTACLE, y x �� xAT=TRIP RATING AWG AMERICAN WIRE GAUGE MOV MOTOR OPERATED VALVE CONFLICTS IN EQUIPMENT LOCATIONS ARE —0 CONDUIT TURNING UP I p p OPENS AFTER TIME DELAY. EMERGENCY/STAND-BY BCG BARE COPPER GROUND MS MOTOR STARTER DISCOVERED OR IF PROBLEMS ARISE DUE TO —0 CONDUIT TURNING DOWN DOUBLE DUPLEX RECEPTACLE, %%A t'r-r'6 NORMALLY CLOSED, CONDUIT WITH SEAL FITTING 120V CIRCUIT BREAKER,DRAWOUT, M OL �Y INSTANTANEOUS OPEN, C CONDUIT MTD MOUNTED FIELD CONDITIONS,LACK OF INFORMATION OR DOUBLE DUPLEX RECEPTACLE, 3-POLE UNLESS OTHERWISE MOTOR STARTER WITH THERMAL CLOSES AFTER TIME DELAY. CAB CABINET MTG MOUNTING ANY OTHER REASON. _____ UNDERGROUND DIRECT BURIAL ENERGENCYISTAND-BY xxAF NOTED. CAP CAPACITOR MTS MANUAL TRANSFER SWITCH CONDUITS I OVERLOAD,3-POLE. 'CB CIRCUIT BREAKER • DUPLEX FLOOR RECEPTACLE, xxAT xxAF=FRAME SIZE I IN) NEW G4 INFORMATION SHOWN MAY NOT BE ALL ,','///// INDICATES REMOVAL —I L_..rv� SENSING DEVICE CONTACTS CC CONTROL CABLE,CLOSING COIL, NC NORMALLY CLOSED INCLUSIVE. SEE ALSO ANSI C37.2,Y1.1,Y32.2, 120V o AT=TRIP RATING '� GROUND CONDUCTOR I CLOSES CLOSES CLARIFIER CONSOLE NEC NATIONAL ELECTRICAL CODE AND Y32.9. TYPE:F=FLUSH I DEVICE TYPE CHH COMMUNICATION HANDHOLE CONDUIT RUN,BROKEN AND S=SURFACE —I L.,ir— RISING FALLING NEMA NATIONAL ELECTRICAL CONTINUED SAME SHEET OR MULTI-OUTLET ASSEMBLY WITH Y__I _ _xxKVA POWER OR DISTRIBUTION ^' p CKT CIRCUIT MANUFACTURER'S ASSOC. G5 REFER TO THE MECHANICAL DRAWINGS FOR AS NOTED WI�J TRANSFORMER,3 PHASE FLOW SWITCH CMH COMMUNICATION MANHOLE SINGLE RECEPTACLE,120V MfY1 xxV PRI NEUT NEUTRAL EXACT LOCATIONS OF MECHANICAL HOME RUN TO PANELBOARD OR SPACING{X IN.)AS NOTED. Q "I" YYV SEC UNLESS OTHERWISE NOTED. ono CO CONDUIT ONLY NO NORMALLY OPEN,NUMBER EQUIPMENT AND FOR CERTAIN CONNECTIONS AS INDICATED X IN. MOUNTING HEIGHT AS NOTED. xLKVA=SIZE ® MOTOR, HORS E 3-PHASE.P OWER AS VCI INL DTAGEICAT EA ND -r; LEVEL/FLOAT SWITCH COMM COMMUNICATION . V OCP OZONE CONTROL PANEL TO BE MADE TO ELECTRICAL CIRCUITS. CABLE TRAY ��,,��jj SPECIAL PURPOSE WALL xxV=PRIMARY VOLTAGE p COND CONDUCTOR OL OVERLOAD 1111111111 r�Y/ V=SECONDARY VOLTAGE °� PRESSURE SWITCH CPT CONTROL POWER RECEPTACLE,RATING AS YY OT OVER TEMPERATURE G6 EQUIPMENT SHOWN IN HALF TONE OR GREY NOTED. • TRANSFORMER OVLD THERMAL OVERLOAD RELAY TONE ARE EXISTING OR BY OTHERS. < UNDERGROUND DUCT LINE TRANSFER SWITCH,ATS OR MTS TEMPERATURE SWITCH (CONCRETE ENCASEMENT) (a,b) SINGLE POLE SWITCH(SEE NOTE ATS AS INDICATED.3 POLE UNLESS ® MOTOR,SINGLE PHASE. CP CONTROL PANEL OIT OPERATOR INTERFACE TERMINAL SI) O— xxAF OTHERWISE NOTED. VOLTAGE AND HORSEPOWER CR CONTROL RELAY P POLE,PUMP G7 VERIFY ALL COLOR REQUIREMENTS BEFORE M JUNCTION BOXES,FLOOR,WALL `=SINGLE POLE xxAF=RATING AS INDICATED. LIMIT SWITCH CONTACTS CS CONTROL STATION PB PULLBOX ORDERING MATERIALS. 2=2 POLE CT CURRENT TRANSFORMER A J AND CEILING I PBSW PUSHBUTTON SWITCH N 3=3 WAY •+ BUS STAB ON MCC OR • NORMALLY OPEN,CLOSES ON DB DIRECT BURIAL N ^ ti MOTOR STARTER WITH THERMAL �� �. PEC PHOTOELECTRIC CELL G8 CONDUIT SIZE AND FILL SHALL BE AS HEAT TRACE 4=4 WRY SWITCHGEAR OR MOTOR CORD REACHING LIMIT DC DIRECT CURRENT PF POWER FACTOR INDICATED.WHERE NO SIZE IS SHOWN,THE OVERLOAD.3 PHASE UNLESS N M=HP RATED,LOCKABLE AND PLUG CONNECTION NORMALLY CLOSED,OPENS ON DIAL DIAGRAM OS=OCCUPANCY SENSOR OTHERWISE NOTED. pale PGRS PVC COATED GALVANIZED RIGID CONDUIT SHALL BE SIZED IN ACCORDANCE • P=SWITCH WITH PILOT LIGHT `=NEMA SIZE REACHING LIMIT DISC DISCONNECT CONTROL POWER STEEL WITH THE EDITION OF THE NATIONAL ELECTRIC EQUIPMENT AND INSTRUMENT SYMBOLSxxV PRI DISTR DISTRIBUTION WP=WEATHERPROOF CPT TRANSFORMER pH MEASURE OF ACIDITY OR ALKALINITY CODE ADOPTED BY THE AUTHORITY HAVING XXX-### EQUIPMENT ID# NOTES: �y-y�yti yyV SEC oV=PRIMARY VOLTAGE WIRE AND CABLE SYMBOLS DIV DIVISION PH PHASE CODE ENFORCEMENT JURISDICTION.WHERE VARIABLE FREQUENCY DRIVE. x x -81 DP DISTRIBUTION PANEL S1 LOWER CASE LETTERS IN PARENTHESIS VFD 3 PHASE UNLESS OTHERWISE o yyV=SECONDARY VOLTAGE PIOP PLC I/O PANEL NO FILL IS INDICATED,PROVIDE(3)#12 WIRES. cd GENERATOR WIRING INSIDE ENCLOSURE DPDT DOUBLE POLE,DOUBLE THROW ADJACENT TO A SWITCH OR LIGHT FIXTURE ### PLC PROGRAMMABLE LOGIC PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH xxKW xxKW=SIZE INDICATE A SWITCHED CIRCUIT AND IDENTIFY NOTED. TAGRCUIT BREAKER,SINGLE-POLE FIELD WIRING DPST DOUBLE POLE,SINGLE THROW CONTROLLER EMPTY CONDUIT. ® MOTOR THE FIXTURE/SWITCH COMBINATIONS.FOR FOUR ###=TAG ID NUMBER co.)OTAG TAG=DEVICE TAG ID (E) EXISTING PNL PANEL xx=HORSEPOWER LAMP FLUORESCENT FIXTURES WIRED IN PAIRS 0 O J�A xxA=TRIP RATING,IN I EE ELECTRICAL ENCLOSURE PNLBD PANELBOARD g ® WITHIN EACH FIXTURE,THE"a"SWITCH xxA pt CONDUCTORS CONNECTED EHH ELECTRICAL HANDHOLE EQUIPMENT CONNECTION ELECTRONIC SOFT STARTER AMPERES POSN POSITION m CONTROLS THE OUTER LAMPS AND THE"b" SS ELEM ELEMENTARY SWITCH CONTROLS THE INNER LAMPS.WIRE 3 WITH BYPASS. PHASE TAG LI TAG FUSE I I POT POTENTIOMETER INSTRUMENT ### EMERG EMERGENCY ® LAMP FIXTURES SIMILARLY. UNLESS OTHERWISE NOTED. ® TAG=DEVICE TAG ID CONDUCTORS NOT CONNECTED PPS PACKAGED POWER SUPPLY xxA ENCL ENCLOSURE o 0 THERMOSTAT NM=TAG ID NUMBER %aA xxA=FUSE RATING,IN I PRI PRIMARY EFFL EFFLUENT DISCONNECT SWITCH,UNFUSED S2 NUMBERS IN PARENTHESIS ADJACENT TO A AMPERES EGC EQUIPMENT GROUND CONDUCTOR PWR POWER xxA D xxA=AMPERAGE LIGHT FIXTURE OR RECEPTACLE INDICATE THE PUMP 1 t SPLICE OR TERMINATION (R} RELOCATED LIGHTING PANEL BRANCH CIRCUIT FEEDING THE 0 SELECTOR SWITCH ASSEMBLY, EQPT EQUIPMENT RCPT RECEPTACLE DISCONNECT SWITCH,FUSED LINE OR LOAD REACTOR ETM ELAPSED TIME METER .S nitE DEVICE. H A 3-POSITION RCT REPEAT CYCLE TIMER o sotAT xxAF=FRAME SIZE ti l TYPICAL CONFIGURATIONS: FE FLOW ELEMENT xxAT=TRIP SIZE FIT FLOW INDICATION TRANSMITTER RT RESET TIMER a H 0 A=HAND/OFF/AUTO SCCR SHORT CIRCUIT CURRENT RATING NI� ENCLOSED CIRCUIT BREAKER O O FLEX FLEXIBLE ®IX00 L 0 R=LOCAL/OFF/REMOTE �o�AT o F=FRAME SIZE --� KIRK KEY INTERLOCK I TERMINAL SYMBOLS FLUOR FLUORESCENT SCHD80 SCHEDULE 80 PVC CONDUIT °' xxAT=TRIP SIZE LIGHTING SYMBOLS I �, MAIN CONTROL PANEL F.O. FIBER OPTIC SCR SILICON CONTROLLED RECTIFIER MH MANHOLE LUMINAIRE WITH IDENTIFICATION ST ^t�SHUNT TRIP OXO 0 LOCAL CONTROL PANEL SD SMOKE DETECTOR FREQ FREQUENCY g HH HANDHOLE TAG FSH FLOAT SWITCH HIGH SIG SIGNAL • GROUND R.C�D NL ID=TYPE,PER LIGHTING ® FUSE O O ® FIELD TERMNAL SN SOLID NEUTRAL �(a) SCHEDULE 00X 13 FIELD PANEL FSO FLOAT SWITCH OVERFLOW SPD SURGE PROTECTIVE DEVICE Q GROUND R ID AND BOX (LPXXlx) NL=UNSWITCHED NIGHT E CURRENT TRANSFORMER FU FUSE LIGHT START STOP O POWER JUNCTION BOX FUT,(F} FUTURE SPDT SINGLE POLE,DOUBLE THROW WALL-MOUNTED CONTROL a=SWITCH CONTROL E VOLTAGE TRANSFORMER y I PUSHBUTTON,NORMALLY OPEN VFD FVNR FULL VOLTAGE,NON-REVERSING SST STAINLESS STEEL — PANEL,P?NELBOARD,OR O O pip AND NORMALLY CLOSED MCC OR SWITCHGEAR SV SOLENOID VALVE a= =POWER SOURCE 0 FVR FULL VOLTAGE,REVERSING TERMINAL CABINET.SHOWN .--II- SURGE ARRESTOR PLC I!0 TERMINAL SW SWITCH PANEL AND CIRCUIT NUMBER CONTROL DEVICE COIL ® FWD FORWARD m WITH EQUIPMENT ID TAG. ® SWBD SWITCHBOARD SURFACE MOUNTED FIXTURE SENSOR. XXX INDICATES TYPE: CONTROL CABLE JUNCTION BOX GEN GENERATOR PNL-100 X SWGR SWITCHGEAR ° X INDICATES DEVICE TYPE: ALT=ALTERNATING RELAY MOTOR LOAD CABLE JUNCTION GFI GROUND FAULT INTERRUPTER WALL MOUNTED FIXTURE SYNC SYNCHRONIZING FLOOR-STANDING DISTRIBUTION A=AMMETER CR=CONTROL RELAY BOX OR DISCONNECT GND GROUND ASSEMBLY,SUCH S MCC, AS=CURRENT SWITCH LR=LATCHING RELAY GRS GALVANIZED RIGID STEEL TB TERMINAL BOX ■■■ I SWITCHBOARD,OR XFMR. POLE MOUNTED FIXTURE .H HYDROGEN PEROXIDE TC TELEPHONE CABINET Yn 4 V=VOLTMETER TR/TDR=TIMING RELAY/TIME ° SHOWN WITH EQUIPMENT ID 9 6 VS=VOLT SWITCH DELAYTEL TELEPHONE RELAY HH HANDHOLE MISCELLANEOUS DEVICES TERM TERMINAL TAG. ,A y ® WALL/CEILING MOUNTED EXIT WH=WATTHOUR METER M=MOTOR STARTER HOA HAND-OFF-AUTOMATIC Fe T LIGHT-DIRECTIONAL ARROW CONTACTOR HOR HAND-OFF-REMOTE TO TIMED OPENING ® 1► POWER RECEPTACLE ELAPSED TIME METER 1 TOA TEST-OFF-AUTOMATIC 4 WHERE INDICATED,SHADED ###=DEVICE ID NUMBER111 HPS HIGH PRESSURE SODIUM HOURMETER AREA INDICATES ILLUMINATED -If CAPACITOR HT HEAT TAPE TSP TWISTED SHIELDED PAIR FACE. �.� INDICATING LIGHT HTR HEATER TST TWISTED SHIELDED TRIAD PHOTO ELECTRIC CELL VACUUM BREAK SWITCH ( X X INDICATES COLOR: O SOLENOID UGND UNDERGROUND PE �,` HV HIGH VOLTAGE FIRE ALARM SYMBOLS EMERGENCY LIGHT WITH SELF- A TERMINATOR/POTHEAD A=AMBER HORN HZ HERTZ(CYCLES PER SECOND} VA VOLT-AMPERES B=BLUE H IND LT INDICATING LIGHT VAR VOLT AMPERES REACTIVE i ® FIRE ALARM CONTROL PANEL CONTRINEDBRTTERY ELEMENTARY DIAGRAM C=CLEAR (� VFD VARIABLE FREQUENCY DRIVE 1.4 000MBINATION SMOKE/HEAT E REFERENCE BELL INCAND INCANDESCENT 0X=DIAGRAM NUMBER G=GREEN L/l NSTR INSTRUMENT, VH VAR-HOUR 811 e DETECTOR UTILITIES SYMBOLS R=RED 6 BUZZER INSTRUMENTATION VS VOLTMETER SWITCH W Air, $ ICJ HORN AND STROBE ELECTRICITY UTILITY METER — GROUND CONNECTION W=WHITE u I/O INPUT/OUTPUT W WIRE,WATTS , AND SOCKET Y=YELLOW ISB INTRINSICALLY SAFE BARRIER WH WATTHOUR METER E 0 MANUAL PULL STATION ® PLYWOOD BACKBOARD 0.....32i INDICATING LIGHT, ISR INTRINSICALLY SAFE RELAY WHDM WATTHOUR DEMAND METER Know what's below. o PUSH-TO-TEST JB JUNCTION BOX WP WEATHERPROOF _._oCallbefore you dig. KA KILOAMPERES WR WEATHER RESISTANT KCMIL THOUSANDS OF CIRCULAR MILS WI WATERTIGHT KV KILOVOLTS WWR WASHWATERRECOVERY15 BID SET '•�►r XFMR TRANSFORMER,` , . . I. ,:' REVISIONS 0 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION DWG NO. a = ? DESCRIPTION DATE BY Parametrik "...: DEPARTMENT OF PARKS& RECREATION El TWO INCHES AT FULL SCALE • C - IF NOT SCALE ACCORDINGLY B;g,,I.i. x SHEET we _ ELECTRICAL LEGEND AND ABBREVIATIONS x ,, w'``n`,...t"'"11,n, : SCALE DRAWING NO. DRAWN BY: D. PETERSON DESIGN BY: J. REINMUTH CHECKED BY: M. CASANOVA X 20 OF J ►r■•�ti• 415-24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2O24 DATE:MAR 2024 WASH. P.E. 48989 DATE MAR 2024 a 22 GENERAL NOTES: FINISHED GRADE 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATICAL / 2. NOT ALL EXISTING UNDERGROUND UTILITIES SHOWN. \ / COORDINATE LOCATIONS OF NEW CONDUIT AND JUNCTION •`' w WARNING T r WIDE PE DETECTABLE BOXES. 3. PROVIDE PVC SCHD80 FOR UNDERGROUND CONDUIT. Z NATIVE SOIL BACKFILL WITH NO ROCKS LARGER THAN 1" 4. PROVIDE GRS FOR EXPOSED CONDUIT,RISERS IN JUNCTION BOXES,AND 90 DEGREE ELBOWS.PROVIDE BONDING CONDUIT,SEE PLAN BUSHING PER NEC. 1_ 12'MAX.1 KEY NOTES: TRENCH PROVIDE NEW UTILITY REVENUE METER ENCLOSURE ON a/ DETAIL / -' \ 1)EXTERIOR OF PRE-ENGINEERED RESTROOM.COORDINATE NO SCALE WITH UTILITY FOR EQUIPMENT AND INSTALLATION / `0 REQUIREMENTS.COORDINATE WITH PRE-ENGINEERED RESTROOM MANUFACTURER FOR APPROPRIATE LOCATION OF CONDUIT ENTRANCE INTO BUILDING AND LOCATION OF DISTRIBUTION PANEL DP-1 INSIDE BUILDING. .48 \/ -44. ,\ \ / 2 EXISTING UTILITY POLE WITH EXISTING UTILITY PRIMARY e / ( CONDUCTORS.UTILITY TO PROVIDE CONDUIT AND Q r�" � 1 / CONDUCTORS FROM NEW POLE MOUNTED TRANSFORMER TO SECONDARY HANDHOLE AT BASE OF POLE. < , ` ,/ I O UTILITY-PROVIDED SECONDARY HANDHOLE.COORDINATE 111 / / I WITH UTILITY FOR FINAL LOCATION OF SECONDARY © 41111114 HANDHOLE. N ��/ 11p14"41 / j // , 4O PROVIDE NEW UNDERGROUND UTILITY FEED TO BUILDING R 9 SERVICE.CONDUIT AND CONDUCTORS FROM SECONDARY �� I N. HANDHOLE TO REVENUE METER BASE ARE CUSTOMER ' / 1 OWNED.SEAL SERVICE ENTRY CONDUIT AT HANDHOLE PER !� UTILITY REQUIREMENTS.COORDINATE NEW SERVICE WITH A Vilk, l 11 �' o UTILITY. 4 / / ,1' ' \'' PROVIDE STANDARD DUTY TYPE 1 JUNCTION BOX WITH 5 / �� / o i- i+ / O NON-SLIP LOCKING LID PER WSDOT STANDARD PLAN ' o / I I I I .. / , I , J40.10-04. ' \ ' aO PROVIDE SPARE CONDUIT FROM PANELBOARD DP-1 TO m ��' I PICNIC SHELTER FOR FUTURE USE.ROUTE CONDUIT OUTSIDE 'sue'/ I / Q - PICNIC SHELTER O7 OF PLAY STRUCTURE AREA.PROVIDE RIGID COUPLING WITH +' ` S I o THREADED PLUG AT SHELTER COLUMN TO SEAL CONDUIT. g i} 1! ,I . 2T ' � PROVIDE ROT RESISTANTY2'POLYESTER PULL TAPE. 0 ' ! (WC-SPARE e ' �- ' y, j O .' ♦ 7O PROVIDE GROUND ELECTRODE AND BOND TO STRUCTURE r f © T` I ° AND GROUNDING ELECTRODE SYSTEM AT SERVICE ". f p;' ' ; ENTRANCE.PROVIDE 48 OOPPER CONDUCTOR FOR BONDING +n lik,106 IN SAME TRENCH NEXT TO SPARE CONDUIT. / rill . \ t .'�S ���� �' ..J 8O PROVIDE SPARE CONDUIT FOR IRRIGATION SYSTEM f � 1 \� \\. 11 fqD ��',��y © CONTROL COORDINATE WITH OWNER FOR LOCATION INSIDE 1 �I �� >� RESTROOM BUILDING AND OUTSIDE OF PAVED WALKING •g i = .' 7 ` �► a I PATH.PROVIDE UNGLUED PVC CAPS FOR THE ENDS BELOW `. if qb i \ ' ' GRADE. 10 1111111111111111 j 250.32. 0' Z 14-1? .� 9O PROVIDE GROUND ELECTRODE AND BONDING PER NEC 411. .,, _ I. 7: iiiit h ! \ * 1 ` �� / 1D COORDINATE W TH OWNER FOR LOCATION OF END AT PICNIC 741r, ` CD r jI / , ( ` /�/ o SHELTER. EXPOSED CONDUIT END AT THE SHELTERUPLING AND . THREADED PLUG TO M , \ 0+00 +� \ \ � !�"�'�a.i..+0��`'� . -- ' 0 11 SEE SHEET C1 FOR LIMITS OF HISTORIC LANDFILL AND III 1 C-SPARE AZ s --o-----a�- `, t (yr y� T�` ,o, - r� �` RESTRICTIONS FOR BELOW GRADE WORK \ . a !�0--��l _ ., Ail (1)7'C-(3)12IOALUMINUM 0 -3--- . filim".;---•-4-"ft-ok.-----inf - .3 IIMIIII -----D--- ,z- \ -'''.-1 . .4119a11114111.1104`ft P\ i 0 it ,\ ,\ '© �* o m ,v o a O9 RESTROOM ' i s\ , (1111,11kleelpilli 0101r -I, . . .., .,, i /4tILL til il. A NW ' 1/ ' a if/ s -a ,15 * . 011 +-aaf jiiii. miner 811 ��M e'er/ WilF O~o- ��� . N LAFAYETTE AVENUE 1n 9, g PLAN \ Know what's below. � Call before you dig. -E SCALE IN FEET 1' 0 20 40 BID SET REVISIONS 0 I" 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION a != DESCRIPTION DATE BY Parametri c • DEPARTMENT OF PARKS& RECREATION E2 c TWO INCHES AT FULL SCALE • • IF NOT SCALE ACCORDINGLY B"E"'E""'x ELECTRICAL SITE PLAN X SHEET r.. w t`' ,�'" DRAWING NO. x 21 w`;�'^• :;.k�'• SCALE DRAWN BY: D. PETERSON DESIGN BY: J. REINMUTH CHECKED BY: M. CASANOVA OF J ►r■•�ti• 41524 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 DATE:MAR 2024 WASH. P.E. 48989 DATE MAR 2024 a 22 KEY NOTES: OPANEL DP-1 TO BE PROVIDED AND INSTALLED BY PRE-ENGINEERED RESTROOM MANUFACTURER. MANUFACTURER TO PROVIDE ELECTRICAL FIXTURES AND CONNECTIONS INSIDE PRE-ENGINEERED RESTROOM. PRE-ENGINEERED RESTROOM MANUFACTURER SHALL COORDINATE WITH ELECTRIC UTILITY THROUGH THE ELECTRICAL CONTRACTOR TO CONFIRM AVAILABLE FAULT CURRENT.PANEL DP-1 SHALL MEET AVAILABLE FAULT CURRENT REQUIREMENTS. 0 PROVIDE MAIN BONDING JUMPER,GROUNDING ELECTRODE 120/240V,1PH PSE 120/240V,1PH,3W,100A22KAIC, CONDUCTOR AND GROUNDING ELECTRODE SYSTEM PER NEC, Ur UTY 1 TRANSFORMER REVENUE I LIP" I SERVICE ENTRANCE RATED ARTICLE 250. METER 3 SEE PANELBOARD DP-1 SCHEDULE. PUGEfSOUND AI ENERGY - Li . ~-1 0 (1)1-1P2'C-(3)6110 ALUMINUM,(1 y16 ALUMINUM GROUND—' 0 •• • R MAIN BONDING JUMPER S 2 O a N N 1 ONE-LINE DIAGRAM cd 'g IS P O PAN ELBOARD SCHEDULE us.o NAME: DP-1 LI VOLTAGE RATING: 1201240 VOLTS,1 PHASE,3 WIRE BUS RATING: 100 AMPS i MAIN BREAKER: 100 AMPS FEED: BOTTOM LOCATION. RESTROOM BUILDING .g MOUNTING: SURFACE FED FROM: UTILITY SPECIAL FEATURES: SERVICE ENTRANCE RATED,22 KAIC NOTES: PROVIDED BY RESTROOM MANUFACTURER TYPED LOACIRCUIT DESCRIPTION VA CKT BRKR L1 L2 BRKR CKT VA CIRCUIT DESCRIPTION LOAD TYPE LM HAND DRYER 840 1 20 I 1 -A- 2 4,750 H M HAND DRYER 840 3 20 11 -& 50 f 2 4 4,750 WATER HEATER H m L LIGHTING 116 5 20 11 -A- 20/1 6 SPARE R RECEPTACLES 360 7 20 I 1 -B- 20/1 8 SPARE X TOILET FLUSH 50 9 2011 -A- f 1 10 SPACE 7 SPACE 11 I 1 -B- f 1 12 SPACE i LINE LOADS: 5,756 VA(L1) 5,950 VA(L2) TOTAL LOAD: 11.71 KVA 48.8 AMPS E DP-1 LOAD CALCULATION: CONNECTED VA METHOD NEC DEMAND CALC.VA Q, TOTAL LIGHTING{L]LOAD: L 116 ALL @ 125% 145 TOTAL RECEPTACLE{RI LOAD: R 380 FIRST 10KVA @ 125% 450 V REMNNDER OVER IOKVA 50% 0 rn TOTAL MOTOR(MI LOAD: M 840 ALL @ 100% 840 . LM 840 125%OF LARGEST 125% 1050 m TOTAL HVAC(Hp LOAD: H D500 ALL @ 125% 11875 ' TOTAL MISCELLANEOUS(X)LOAD: X 50 ALL @ 125% 63 TOTAL VA: 11706 VA 14423 VA 811 m AVERAGE PMPS @ 49 AMPS 60 AMPS 1 VOLTAGE PHASE TO PHASE= 240 ❑ g Know what's below. Call before you dig. E 15 BID SET REVISIONS 0 1" 2" FIELD BOOK CITY OF BREMERTON HADDON PARK RENOVATION DWG NO. Et != DESCRIPTION DATE BY Parametrik :F DEPARTMENT OF PARKS& RECREATION ES it TWO INCHES AT ACCORDINGLY ELECTRICAL ONE-LINE DIAGRAM AND W( .r.•2. IF NOT SCALE ACCORDINGLY B"E"iEPiON X SHEET w-:j :'' • DRAWING NO. x 22 .`, .% :. SCALE DRAWN BY: D. PETERSON DESIGN BY: J. REINMUTH CHECKED BY: M. CASANOVA OF J ►r■■.ti• 415-24 HORIZ. AS NOTED VERT. AS NOTED DATE: MARCH 2024 DATE:MAR 2024 WASH. P.E. 48989 DATE MAR 2024 a 22