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Call for bids for material purchase of aprecast concrete slab/girder bridge BEFORE THE BOARD OF COUNTY COMMISSIONERS LEWIS COUNTY, WASHINGTON IN THE MATTER OF: RESOLUTION NO 20-028 CALL FOR BIDS FOR THE MATERIAL PURCHASE OF A PRECAST CONCRETE SLAB/GIRDER BRIDGE (COUSINS RD MP 3.15, CMP 1502) WHEREAS, Cousins Road crosses an unnamed tributary to Stearns Creek at mile post (MP) 3 15 where the existing culvert has partially failed Replacement must meet current WDFW fish passage guidelines, and a much larger structure is required. In order to prepare for replacement in the summer of 2020, competitive bids are being solicited from bridge manufacturers to supply and deliver standard precast concrete slab girder materials for this project, and WHEREAS, pursuant to Resolution 11-437, construction projects, including materials acquisition, exceeding a certain monetary threshold must be competitively bid, and WHEREAS, competitive bids will be requested from concrete manufacturers to supply and deliver 45 foot long precast concrete slab/girders for bridge installation (by Lewis County) at Cousins Rd MP 3.15 and other related work, all in accordance with the contract plans, contract provisions, and the standard specifications, and WHEREAS, pursuant to Resolution 18-116, the Board of County Commissioners (BOCC) adopted the 2018 Standard Specifications for Road, Bridge and Municipal Construction, and this proposal shall be performed by contract in accordance with these specifications. NOW THEREFORE BE IT RESOLVED that the Department of Public Works is instructed to issue a Call for Bids and Contract Specifications for the material purchase of a 45- foot-long precast concrete slab/girder bridge (CMP 1502) Bids for this proposal shall be submitted to the Clerk of the BOCC (351 N W North Street, Room 210, CMS-01, Chehalis, WA 98532) by or before 11.00 a.m. on Tuesday, February 18, 2020, and will be opened on or after 11.00 a.m. on February 18, 2020, subject to official proposal addenda that establishes an alternate bid due date or opening time. DONE IN OPEN SESSION this 27th day of January, 2020 APPROVED AS TO FORM. BOARD OF COUNTY COMMISSIONERS Jonathan Meyer, Prosecuting Attorney LEWIS COUNTY, WASHINGTON Amber Smith Gary Stamper By Amber Smith, Gary Stamper, Chair Deputy Prosecuting Attorney o�JNTY,'w�. Edna J J . Fund ATTEST s•. S PRD OF'•:V. a° "c,.Edna J. Fund, Vice Chair c, ' ,'7' S 1$45 �Z;.: • o : • �Si'-- p��`�•� Robert C. Jackson Rieva Lester 'a,J. op;.j,•. Rieva Lester, Robert C. Jackson, Commissioner Clerk of the Lewis County Board of County Commissioners CALL FOR BIDS NOTICE IS HEREBY GIVEN that the Board of County Commissioners of Lewis County or designee, will open sealed proposals and publicly read them aloud on or after 11.00 a m on Tuesday, February 18, 2020, at the Lewis County Courthouse, Chehalis, Washington, for the material purchase of 45-foot long precast concrete slab girders. This contract provides for the improvement of*** CMP 1502 Cousins Road MP 3.15 by supplying and delivering 45-foot long precast concrete slab girders*** and other work, all in accordance with the Contract Provisions, and the Standard Specifications. SEALED BIDS MUST BE DELIVERED BY OR BEFORE 11:00 A.M. on Tuesday, February 18, 2020 (Lewis County official time is displayed on Axxess Intertel phones in the office of the Board of County Commissioners Bids submitted after 11 00 AM will not be considered for this project.) Sealed proposals must be delivered to the Clerk of the Board of Lewis County Commissioners (351 N W North Street, Room 210, CMS-01, Chehalis, Washington 98532), by or before 11:00 A.M. on the date specified for opening, and in an envelope clearly marked. "SEALED BID FOR PRECAST CONCRETE BRIDGE MATERIAL PURCHASE — CMP 1502 COUSINS ROAD MP 3.15 CULVERT REPLACEMENT PROJECT, TO BE OPENED ON OR AFTER 11:00 A.M. ON TUESDAY, FEBRUARY 18, 2020. All bid proposals 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 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 Lewis County Public Works Department Informational copies of maps, plans and specifications are on file for inspection in the office of the County Engineer of Lewis County in Chehalis, Washington The contract documents may be viewed and downloaded from Lewis County's Web Site @ www.lewiscountywa.gov/ or you may call the Lewis County Engineers office @ (360)740-2780 and request a copy be mailed to you All Contractor questions and Lewis County clarifying answers will be posted on our website and emailed to all Contractors registered on Lewis County's Planholder List Plan or specification changes shall be accomplished through official project addendums. The Lewis County Public Works Department in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 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, or national origin, or sex in consideration for an award. The BOCC reserves the right to reject any or all bids and to waive all informalities in the buNry, w•. .•z • 0ARD"de,'sy• DATED this 27th day of January, 2020 •o,' ;Z: SINCE ;o; Clerk of the Board of County Commissidf er 1845 'z• . .w ��.• Lewis County, Washington .4.% �u, • PUBLISH. The Chronicle—January 28, February 4, and February 11, 2020 ••� n�rrs- • The Seattle Daily Journal of Commerce—January 28, February 4, and February 11, 2b2t7• •• Lewis County website at www.lewiscountywa.gov/ REQUEST FOR SEALED BID 1. SCOPE The purpose of this request for sealed bid is to supply and deliver 45-ft long prestressed concrete slab girders to be supported on a geosynthetic reinforced soil (GRS)foundation per the attached Plans and these specifications to provide a 28-ft wide travel surface. The"Superstructure— Cousins Rd MP 3.15 Bridge" shall be designed to support AASHTO HL-93 loading per the latest version of the WSDOT Bridge Design Manual. Bridge dead loads shall include the supplied superstructure, 0 23-ft HMA overlay, a future 0.15-ft HMA overlay (not depicted), guardrail, extruded curb, and any other applicable permanent loads related to the superstructure. Precast units shall be connected using weld ties(or an approved equivalent) and grouted per the manufacturer's recommendation (on-site welding and grouting shall be by others) The outside slab girders shall include a drip edge and inserts for side mounted steel posts to support three-beam guardrail/bridge rail system with the ability to withstand TL-2 vehicle impacts (35 MPH speed zone, bridge rail design only by the manufacturer) Bridge rail and reducer section components to Type 31 Guardrail at the bridge approaches shall supplied and installed by others, however, the manufacturer shall provide bridge rail deign and threaded inserts for future guardrail attachment to the structure Slab girders shall incorporate pigmented sealer at the exposed outside slab girders, and a bitumen coating at all GRS/slab girder backfill contact points (precast unit ends, bearing areas, and partial sides) The slab girder center joint and guardrail inserts at the outside precast units shall be designed to incorporate a 1.5% normal crown and 0 27% longitudinal slope per the Contract Plans. Two sets of superstructure plans stamped and certified by a Civil Engineer licensed in the State of Washington shall be provided to Lewis County within forty-five (45)working days of contract award Plans shall include connection details, guardrail details, lifting details, assembly, and installation details. Contract Plans depict Guardrail with the slab girder superstructure depth at 18-inches and 30-feet wide to accommodate a 28-foot(minimum)finished roadway surface Variations in superstructure width and/or depth due to various manufacturer's forms or construction methods will be accepted provided all listed requirements and the 28-ft minimum roadway surface is achieved with the proposed superstructure. 2. NOTES • For engineering questions, contact Project Engineer Rod Lakey via telephone at(360) 740-2780 or email (Rodney Lakey@lewiscountywa.gov). • Lewis County (Agency) reserves the right to ask for descriptive literature and technical specifications at the bidders' expense. • The bid shall include cost of material as specified and ALL shipping to the project sites(Bid Item No. 1 to Cousins Rd MP 3.15 (closest address is 493 Cousins Rd, Chehalis, WA, 98532) No fuel surcharges shall be charged • Federal Tax Identification Number from IRS form W-9 is required on all invoices • Bidders are to submit a copy of any and all warranties for the proposed product(s)with their response A copy of the warranties shall also accompany products delivered. • Manufacturer shall determine concrete thickness, dimensions/configuration and design to achieve a 28-ft travel surface as depicted on Pages 5 through 8 Plans depict estimated thicknesses, dimensions, etc Page 1 of 8 • Slab Girder dimensions may vary due to manufacturer's existing forms and/or process. The outside slab girders shall incorporate inserts for guardrail attachment meeting TL-2 impact loading or an alternate method approved by Lewis County. Bridge guardrail (designed by the Manufacturer) shall be capable of supporting TL-2 impact loading (35 MPH speed limit). Lewis County shall provide all guardrail material and installation utilizing inserts cast into the outside slab girders. 3. SPECIFICATIONS The Contract shall be in accordance with the Washington State Department of Transportation 2018 Standard Specification for Road, Bridge, and Municipal Construction. AU material components shall meet all requirements listed in the Washington State Department of Transportation 2018 Standard Specification for Road, Bridge, and Municipal Construction Section 6-02 Concrete Structures (including all applicable reference sections). 6-02.2 Materials Section 6-02.2 is supplemented with the following: (******) Asphalt for Waterproofing 9-11.1 Fence and Guardrail 9-16 6-02.3 Construction Requirements 6-02.3(14) Finishing Concrete Surfaces Section 6-02.3(14) is supplemented with the following: (******) The top surface of all slab girders shall have a light broom finish 6-02.3(14)C Pigmented Sealer for Concrete Surfaces Section 6-02.3(14)C is supplemented with the following: (April 6, 2009) The color of the pigmented sealer shall be Washington Gray. (******) A coating shall be applied at slab girder to backfill contact points to prevent corrosion of the embedded concrete. Slab girder ends, sides and bearing areas shall be coated with CSS-1, Asphalt for Waterproofing or other approved material at the manufacturer's plant prior to slab girder shipment to the construction site. 6-02.4 Measurement Section 6-02.4 is supplemented with the following: (August 2, 2010) ***Superstructure—Cousins Road MP 3.15 Bridge*** contains the following approximate quantities of materials and work: *** PRESTRESSED CONC. SLAB GIRDERs (45-ft x 30-ft) 1,350 S.F. CORROSION PREVENTION COATING (3.83-ft from Ends) 343 S.F. PIGMENTED SEALER (Bottom & Side of 0/S Slab Girders) 330 S F. BRIDGE GUARDRAIL POST INSERTS 90 L.F. *** Page 2 of 8 The quantities are listed only for the convenience of the Manufacturer in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before submitting a bid No adjustments other than for approved changes will be made in the lump sum contract price for*** Superstructure— Cousins Road MP 3.15 Bridge *** even though the actual quantities required may deviate from those listed 6-02.5 Payment The third bid item under Section 6-02.5 is supplemented with the following: (June 26, 2000) All costs in connection with furnishing and delivering the prestressed concrete slab girders, corrosion prevention sealer(at embedded concrete areas), pigmented sealer, and inserts for thrie- beam guardrail system (and guardrail design only) shall be included in the lump sum contract price for***" Superstructure—Cousins Road MP 3.15 Bridge"***. Lewis County anticipates placing the structure in mid-August 2020 Therefore, the structure shall be cast and ready for inspection no later than August 7, 2020. The manufacturer shall coordinate with Lewis County for delivery (by the Manufacturer) and material offload (by Lewis County's Contractor) at the project site (Cousins Rd MP 3.15, closest address is 493 Cousins Rd, Chehalis, WA, 98532). The successful bidder shall provide storage of all bid items for a period of up to fifteen months (if needed due to unforeseen circumstance such as a local emergency elsewhere in the County) 4. PUBLIC OPENING OF PROPOSAL Date and Time of Bid Opening The Board of County Commissioners of Lewis County or designee, will open sealed proposals and publicly read them aloud on or after 11:00 a.m. on February 18, 2020, at the Lewis County Courthouse, Chehalis, Washington, for the Precast Concrete Bridge Material Purchase —CMP 1502 Cousins Road MP 3.15 Culvert Replacement Project. SEALED BIDS MUST BE DELIVERED BY OR BEFORE 11:00 A.M. on Tuesday, February 18, 2020 (Lewis County official time is displayed on Axxess Intertel phones in the office of the Board of County Commissioners. Bids submitted after 11:00 AM will not be considered for this project) Delivery and Marking of Sealed Bid Proposals Sealed proposals must be delivered to the Clerk of the Board of Lewis County Commissioners (351 N.W North Street, Room 210, CMS-01, Chehalis, Washington 98532) by or before 11:00 a.m. on the date specified for opening, and in an envelope clearly marked: "SEALED BID FOR PRECAST CONCRETE BRIDGE MATERIAL PURCHASE— CMP 1502 COUSINS ROAD MP 3.15 CULVERT REPLACEMENT PROJECT, TO BE OPENED ON OR AFTER 11:00 A.M. ON TUESDAY, FEBRUARY 18, 2020" All bid proposals 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. Should the successful bidder fail to enter into such contract within the time stated in the specifications, the bid proposal deposit shall be forfeited to the Lewis County Public Works Department. Page 3 of 8 5. BID SUBMITTALS (Entries shall be typed or entered using an ink pen) PRICE SHEET Item Description Quantity Unit Unit Price Total Price 1 Superstructure—Cousins Road MP 3.15 Bridge 1 Lump Sum 45-ft Long by 30-ft Wide (approximate) Precast Concrete Slab/Girder Bridge with Bridge Guardrail Design/Inserts, Corrosion Coating, Pigmented Sealer and Delivery(493 Cousins Rd,Chehalis,WA,98532) SUBTOTAL Washington State Sales Tax 7.8% TOTAL 6. CONDITIONS By signature below, the Authorized Official(s)of the company submitting this Proposal do hereby acknowledge that in the event this Proposal is deemed to be the lowest responsive bid, this document shall be construed to be the legal contract for the purchase of the materials specified herein The successful bidder shall be liable, and hereby agrees to reimburse Lewis County, for any and all costs incurred by Lewis County due to delays in the delivery of any materials specified herein beyond the agreed delivery date as identified in Part 1. The liability for costs due to material delivery delays shall be limited to the total cost of the bid for the materials as contained in this Proposal Please be apprised that a bid bond shall accompany this proposal in order for this proposal to be valid as per the Call for Bid. *Receipt is hereby acknowledged of Addendum(s) if applicable by initialing and dating' Addendum 1 Initial/Date- / Addendum 2 Initial/Date' ! SIGNATURE OF AUTHORIZED OFFICIAL(S) Proposal Must be Signed x Company Name Address Unified Business Identifier(U.B.I.) No. Telephone# Federal ID No. k******************************k********l e*********:Yk******k***k**************kk****k*k************ FOR COUNTY USE ONLY AWARD RESOLUTION NO. APPROVED- County Engineer Page 4 of 8 SEC.34&35 TWP 13N.RGE.3W W.M urc.i.wS ARE AaPacXI vs - 3.83'IAZ TO - WALL-FACE _ ' 3.1TIAZTOINT ' WALL MIN.2"ROAD BASE COVERAGE TO PROTECT GEOTEXTILE 2.5'IAZ TO 100 4"LIFTS IN INTEGRATED APPROACH ZONE(4 LIFTS @ 4"-16") �- BEARING INTERMEDIATE REINFORCEMENT LAYERS BETWEEN LIFTS BPIF SEAT MIN.4'-0"TAIL WRAPPED OVER EACH LIFT(6'-0"MAX IN BEAM SEAT), BEFORE FINAL WRAP GRADING MY BE REQUIRED ON BEAM SEAT " . ,;' ��. SOLID CMU USCD ON BEARING SEAT i INTEGRATED--- �' �' SFE DETAIL THIS SHEET APPROACH — — O� 4"THICK FOAM BOARD AND ALUMINUM FLASHING AT WALL + ZONE(IAZ) — — - `�� FACE/BRIDGE INTERFACE WITH CONSTRUCTION ADHESIVE APPLIED DY�sai�� — — — CUT TOP COURSE CMU ALONG CROWN SLOPE TO MAINTAIN 7 r,� } 3"GAP UNDER BRIDGE . if BEAM SEAT 4—- -- - -=.7__-_--="----• � K i FORM 2%CROWN WITH BACKFILL MATERIAL UNDER 4"THICK Fr ZONE(BSZ) 4— — — — — _ �µ ( ) 4 C _, __ ��' FOAM BOARD(SEE BRIDGE SECTION BELOW) TOP THREE COURSES OF WALL CORE FILLED W/#4 EPDXY — I COATED REBAR — — —� �.. COMPACT BACKFILL IN BEARING BED AND BEAM SEAT — — ZONES TO 98%MAX DRY DENSITY I BEARING BED —DO NOT SPLICE GEOTEXTILE IN BEARING BED ZONE ZONE(BBZ) — — — 1 MIN.4'BEARING BED REINFORCEMENT LENGTII(TYP) NCI TO W.Alk --�_CORRECT ANY DEVIATIONS OVER,"WHEN BRIDGE THRIE BEAM WITH ATTACHMENT TO SLAB GIRDERS PER THE _ —__ —'—_ PLACING BLOCK MANUFACTURER'S REQUIREMENTS TO MEET 1L-2 I — -- _s— GEOTEXTILE PLACED EXTRUDED CURB HYPE 2OR 5) L-- LEVEL OVER TOP OF I, (l EACH COURSE I 1 (10)18"H x 3'W VOIDED SLAB GIRDER(PROPOSED STRUCTURE MAY VARY IN DIMENSIONS) RSF(SEE SHEET 6) ` WATERPROOFING MEMBRANE �� BACKFILL MATERIAL TO CREATE 2%CROWN AT TOP OF BSZ(0.3'AT i}-, (L ' j HMA CL.3/8 IN.PG 64-22,0.23'COMPACTED DEPTH 8"x8"x16"NOMINAL SIZE SOLID CMU BLOCK 0 4'FOAM BOARD� o0000411 N --2% j GENERAL NOTES: I •DESIGN SPECIFICATIONS I •• D_SIGN FROM GEOSYNT-IETIC REINFORCED SOIL INTEGRATED BRIDGE SYSTEM INTERIM IMPLEMENTATION GUIDE,FHWA-HRT-11-026.JANUARY 2011(ERRATA MAY 24,2012). •INSTALLATION NOTES •• NO TRACKED EQUIPMENT NEAR GEOTEXTILES. , I 1 ' •• WHEELED EQUIPMENT WILL ONLY BE USED IF IT IS RUBBER-TIRED AND A 6"BASE IS PLACED OVER j 1 i - - GCOTEXTILE. _ ______ tiIL�OT//dV/.V/N'NI.✓L✓IJ�'1'/ �/��- •• ONLY HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 3'-0"OF WALL FACE I SECOND COURSE FROM TOP(TOP COURSE EXCLUDED TO SHOW DETAIL FOR BRIDGE) •• VERTICAL WALL FACE BATTER=0' •• DURING BRIDGE SUPERSTRUCTURE INSTALLATION,THE CRANE MAY BE PLACED ON THE GRS _ -' ABUTMENT IF THE OUTRIGGER PADS SHALL BE SIZED FOR LESS THAN 4,000psf NEAR THE FACE OF THE ABUTMENT WALL. 14• •• A LAYER OF GEOTEXTILE FABRIC CAN BE PLACFD ON BEAM SEAT BEFORE SUPERSTRUCTURE PLACEMENT BRIDGE SECTION(TYPICAL) •• DO NOT SLIDE OR DRAG SUPERSTRUCTURE ON BEAM SEAT DURING PLACEMENT NOT TO '�iS Ce I 1Yd NE IDiESKV AVE. DESGNED BY:INL .-OATS I--i E V I SI t O N -D"TAPP. Cp/N'Y MAINTENANCE PROJECT ND'MD Sh EE_ Moss'°°'1. RasPey r N"-+WY.Pk. t O DRAWN NY'ws4 ,SOD• `+�^�^'="7�••� v Z,.' 0.=3v CHECKED .DIED: I COUSINS ROAD MP 3.15 5 j P'F I wwi-27,9 DATE ,In e o {�( i _�__ CULVERT REPLACEMENT °` "�" �w v. a++�wWrY 1 I I _._.� SLRIICTUML EARTH WALL DETAILS �."� dtr :SJn.2D — ~ t • , `I. 'I/ I ' Z - i 'SEC 34 35 TWP 13N RGE.3W.W.M.�.. LAND LINES ARE APPROXIMATE \ 1, 1 c ( i., 4GY4 T..0 \ / �—'tidy. , - ,...,,,,,....„...r.:7_, o �� I\ , \ 1 +�L. ©�eA�lil= . —e ra _ vii.un .L C Z'! , i� Ihr v_ ,� '-I �__ des:— =X '•^; O �� \ — I}n — _ ® —/ `a —� fit© ,AD _ A ' _ - �.o._ __COUSINS ROAD \� _.....4111-- ----' ......:-`- ,I...is.N''' '',.. f-7,z;"'. z.::-=',...‹,-. _ 4.+-4,.+.,..,+/+_+•-•:‘ .444iiii.i:Irp„.4...Ain.,.....„44iii,-..4- •,,..,..:.....7. ,.. ..;•_,4491100144...t.... 4--4.1 + + + + +.15117, 4111014„, _.., •=4.31.16,17--- +' m' + t \+ + t__ �4 t •��� + /\ s. \ �. .,:\:" ' + + + + + a + ;+ ��`�� CONSTRUCTION NOTES: • '`\ \•R�. I 0 BEGINNING OF PROJECT'STk 12+67 N:153407.033E 10039!7125 ELEV•445.35' \\• ` .,`` \ `.'\\ ..- \ ` yea `\,` `\` \ \' y, 0 END OF PROJECT STA.14.44 N:463 920,619 E:1003377.762 ELEV:404.33, `,\\ `•; \ \ ', \`\ ` ' l"`/ - _� '± " © STRUCTURAL EARTH WALL PER DETAILS ON SHEETS 6 AND 9. OGUARDRAIL LANDINGS PER WSDOT STANDARD PLAN 0-224508. VP1.12+80.00 VPI.14+20.00 0 STA.12+66781366LT E"- EL.493.50' O STA.12+76.11 15.13 LT V.C..85.90' + Al Y- _ $ V.C..7924' 0 STA.12+88.11 1626 LT O 0 © I K 0 STA:1!.20.9214.19 LT CO W O STA.1!+961{A RT 510 1--t t. , ® ©1 >; i i r- 510 STA.14,42816.61 R 505 'L rAll - 505 i s m.14+942616.57 Rr 500 { j 500 e STA.14+4345 to RT 495 .- -- -_. qtr -- 495 GUARDRAIL LANDING PER wsDOT sTANDARD PLAN G29.6o-04(FOLLOW EDGE OF 490 1 I �I !'� j 1 •— 490 1� DRIVEWAY WITH 2S WIDTH OF LADING EXCLUDIIO CULVERT AREA). 485 — — — 1— — —i — 1 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 485 14 `5 L:'°w PRECAST CONCI�E LE Sage GIRDER BRIDGE �i,Co 00934E06Y•an. MO.'941E R6i1/IS MON DV ADD. SHEET - "•••• q�r�.Tg4W.P.L 9m5NEwIB1V4Y6 ow4xMw M91i 0O,WTV uuaeNNIxPRORC7no'WV I 1401 S�YnED�_ 52 W4 �, COUSINS ROAD MP 3.15 1 0,.. ...@Da.. FAXS MSS Usnlr SATE:NVAl4 CULVERT REPLACEMENT es.....mmst v or ,� as owx.Aeo►aonLe 8 0 ,. 16.W4M I' I r ♦ .AND JNES APE APPROX MATE —` \ t // r �\ \SEC.34&35 TWP.13N RGE.3W W M.�\� f _ y\ " k F \ \ .� '.�' ',I 1arEXTRUDEDCURB °— ' ' ., ,� �_�' .; _ - -L -- --; ' -, i ►I . f � ►_ = — 4 — 4 : -- ------ ,cOJSINS ROAD 1 ' / I - '� O ifr . O T -.� .\;�, ,'�: —_ 87.5 EXTRUDED CURB _ � �. �•������Ti► , \\ 1\\ • \�` \\:\\ y- }` �..^ % j\ \ *�-�.�f: =~ QUARRY SPALL LINED DITCH \ .`�,,,\\\\�■ \ i \; � � ��1'� �- // \ NOT TO SCALE \ ` ,, _ `\\\\�. / \.�( \\ \\ — \- / -.- \ .��'. \...... _ i ./ i CONSTRUCTION NOTES: 1'CLR O BEAM GUARDRAIL TYPE 31 STA:13.63.15 13.75 LT TO 13.96.6513.76 LT 4 2 BEAM GUARDRAIL TYPE 31 NONF 22 LARED TERMINAL(PER STANDARD PLAN C- 45.03) STA.12.86.11 14.05 LT TO 13.20.6613.71 LT O BEAM GUARDRAIL TYPE 31 BURT©TERMINAL TYPE 2(PER STANDARD PLAN 6.2216-06) 4 STA.13.95.65 13.75 LT TO 14.36.70 20.94 LT OBEAM GUARDRAIL TYPE 31 ANCHOR TYPE 10(PER STANDARD PLAN C-23.60-04)STA' 13.33.09 31.88 RT TO 13.2326 2220 RT OBEAM GUARDRAIL TYPE 31 4.7S RADIUS(1 PIECE; %al240:1 ..�vA'v.CV• 0.23'ROAD SURFACING O BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL(PER STANDARD PLAN O.rl.a6-03) PER MANUFACTURER'S DESIGN ,'4 ■ STA.13 a9IO13.76RTTOI4.za.z613.a3RT 1.• .• `, `. - ,-/. .. BRIDGE WAIL(INCLUDED IN SUPERSTRUCTURE)WITH TRANSITIONS TO PROPOSED TYPE BRIDGE DECK AND RAIL ATTACHMENT PER MANUFACTURER'S APPROVED DESIGN O 31 TERMINALS AND RAIL e • O8 QUARRY SPALL Line])=CH AS PLACED IN THE FIELD BY ENGINEER(SEE DETAIL THIS SHEET) DEb2'J491 BY RTL NOI DATE 1 F 9 CV I IC1M TV M!'LAPP SHEET '� Ap.yF.q,.IAI.,,P.P. ]on NE SSESNY AV9. I I COUNTY MAINTENANCE PROJECT NO ISCM Serer inmPwr cNr9uus wA wau p1"A'"T/6Y' R 4 COUSINS ROAD MP 3.15 7 0, .x ws PHONE F&s. 771-1122 CHEC�O ST. _ -- ••, FAx4txgT.4-zr,c wrE.a�veo,. --- -- CUl VERT REPLACEMENT ,;,: 6UAA7NA•PLAN 8 .... 1Y4n2C Fwr/..011w. .........• ,, \ 1. _ LAND JJNES ARE APPRO)0VATE SEC.34&35 TWP. 13N RGE.3W.W.M. r.—flrr t�w ti.��M�w�� iM� 1 �l CD _]. '� '`,,/ i P Streambed Centerline \ unman•. 6 ' \ I1tN End Length Radue Direction PI ..' -----wsa� -�yt ._e-'..s� /6" / ..a �o�.a...+i de// iN'C'.:11 TT So..... - 1.4.' *"..\ .,''...R.eit. , _....k./"' \ s ...V...i , ..--:. ‘,,,. Nko/ /'*-- '\ '544 . ' vase ..11a141 1.11. screw sovE t� -•\ RN6M .MA.W ..J .S.xxat.f'.\•,/, ji ., ,. _ j / /� �. SS-41.x4 SS.p 12.2t } I NRt 1.Yr5 FILL EXISTING CHANNEL �t' /� t='; C,,� f!"� . WITH STREAMBED • �° - �::` EXCAVATION MATERIAL it�Jy f.""- 1 ,' rr!' t!� / X44,:'' " / . AO / / 4■74. 4%.•-• •s'ilkwaai.s--.3.. ,. / SW.N.CW Mar ti ,/ / ' ` TYPICAL STREAM OUTSIDE CULVERT J / \ / / / P / ■ �� CHANNEL EXCAVATIONUM[TxS ,-.,:;�K.;e STA.54+40 STA.56+60 ELEV.485' ELEV'489.70' EXISTING GROUND/STREAM ; STREAMBED EXCAVATION 28' 500 I i , I 500 495 _ 495 490 — -- I 490 485 '..'�� ' UNNAMEDTR1 TO — 485 480 ^STEARNSGR€ x2L4'� i i 480 CONSTRUCTION NOTES: 475 ' ..- ------- — 475 NEW ROAD CONTOURS OMITTED TN1S SHEET TO AVOID CLUTTER. 470 470 BEGINNING OR PROJECT'STA:54440 N:463339.746 9:1003341.931 54+60 54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 0 ELEV•489.74 OENO OF PROJECT ETA.56.60 N:4634440/3 E 1003460.669 ELEV. 465.00' Co STREAN.BET MIX �4iS.Cp0, ZpES N6IOIFSlv4vE gy m. N0. DATE RrmV.S.4aN BY APP. COUNTY USSITENAlICE PROJECT NC 15M 3HEE-I ns^wm Rodney V�MV.PE y ^a 7 b per.. COUSINS ROAD MP 3.15 8a .. "9"1 FAxa(xotnOnu CATE 411 l8 CULVERT REPLACEMENT °F 8 � >.�.n........ STREAM ALAN AND PROALE yyy o.r: .s,w.sn = v-��i t�� \ �.ncnana ■ Find Address or Parcel Q i, !�, 1 '• . a, 1 r , 5\ 5 d \ ^o: 91::,...r..\ 00.. 6 I 1411L *-fe,./,4, 61 4"k I--\ .. 51). U `c'c ill.1.. .•Y .../ ) II i T / v oa R - \.r u ,) ter-`4 N. a6,, ` .N I II wa %.:, S y'aukun,Rig ( e _._. - 1-_ t. / �` j ti 5 1) Ill C i _ 'Napavine Project Location at Arrow Vicinity Map Cousins Rd MP 3.15 Culvert Replacement Project BOCC AGENDA ITEM SUMMARY Resolution: BOCC Meeting Date: Jan. 27, 2020 Suggested Wording for Agenda Item: Agenda Type: Legal Notice Call for bids for the material purchase of a precast concrete slab/girder bridge (cousins rd mp 3 15, CMP 1502) 'RaM Vt1 Contact: Rodney Lakey Phone: 3607402780 Department: PW - Public Works JAN 'tat LEWizs Description: PROSECUTirar- s^'^ This Resolution will issue a call for bids for the material purchase of a 45-foot long precast concrete slab/girder bridge for the Cousins Rd MP 3 15 Culvert Replacement Project. Approvals: Publication Requirements: Publications: User Status The Seattle Daily Journal of Commerce - January 28, 2020, February 4, 2020 and PA's Office Pending February 11, 2020 The Chronicle -January 28, 2020, February 4, 2020 and February 11, 2020 Additional Copies: Cover Letter To: Rod Lakey, PW; Rose Williams, PW 113349 Cousins Road Informational copies of Bridge maps. plans and specifica- tions are on file for inspec- CALL FOR BIDS Lion in the office of the NOTICE IS HEREBY GIV- County Engineer of Lewis EN that the Board of County in Chehalis, Wash- County Commissioners of ington. The contract docu- Lewis County or designee, ments may be viewed and will open sealed proposals downloaded from Lewis and publicly read them County's Web Site a aloud on or after 11:00 www.lewiscountywa.govl a.m. on Tuesday, Febru- or you may call the Lewis ary 18, 2020, at the Lewis County Engineers office C County Courthouse, Che- (360)740-2780 and request halls, Washington, for the a copy be mailed to you. material purchase of All Contractor questions 45-foot long precast con- and Lewis County clarify- crete slab girders. This ing answers will be posted contract provides for the on our website and improvement of ."" CMP emailed to all Contractors 1502 Cousins Road MP registered on Lewis Coun- AFFIDAVIT 3.15 by supplying and ty's Planholder List. Plan or delivering 45-foot long specification changes shall OF PUBLICATION precast concrete slab be accomplished through girders'"" and other work, official project addendums. STATE OF WASHINGTON all in accordance with the The Lewis County Public Contract Provisions, and Works Department in ac- COUNTY OF LEWIS the Standard Specifica- cordance with Title VI of Lions the Civil Rights Act of SEALED BIDS MUST BE 1964, 78 Stat. 252, 42 Alysa Andrews,and/or Mandy Klemola,and/or Kailyn Sawyer, DELIVERED BY OR U.S.C. 2000d to 2000d-4 and/or Cindy Thayer says that she is the legal clerk of BEFORE 11:00 A.M. and Title 49, Code of on Tuesday, Federal Regulations. De- �tt� February 18,2020 partment of Transportation, �(�CLI�1' . (Lewis County official time subtitle A, Office of the (Iroitttt is displayed on Axxess Secretary, Part 21, nondis- !ll Intertel phones in the office crimination in Federally of the Board of County assisted programs of the a semi-weekly newspaper,which has been established,published Commissioners. Bids sub- Department of Transporta- in the English language,and circulated continuously as a mitted after 11:00 AM will tion issued pursuant to semi-weekly newspaper in the City of Centralia,and in Lewis not be considered for such Act, hereby notifies County,Washington,general circulation in Lewis County for this project.) all bidders that it will more than six(6)months prior to the date of the first publication Sealed proposals must be affirmatively ensure tha in delivered to the Clerk of any contract entered •nto of the notice hereto attached,and that the said Chronicle was on the Board of Lewis County pursuant to this advertise- the 7th day of July 1941,approved as a legal newspaper by the Commissioners (351 N.W. ment, disadvantaged busi- Superior Court of said Lewis County.And that the attached is a North Street. Room 210. true copy and was published in regular issues(and not in CMS-01, Chehalis. Wash- ness enterprises as ingtonde- 98532,b or before fined at 49 CFR Part 26 supplement food Bf said newspaper as LEGAL#113349 ) y will be afforded full oppor- 11:00 A.M. on the date RE:Cousins Road Bridge specified for opening, and tunity to submit bids in in an envelope clearly response to this invitation • once each i.�4_r_fora period of 2 1111)h LI) marked: "SEALED BID and will not be discrimina- FOR PRECAST CON- ted against on the grounds commencingon 01/28/2020 and endingon 02/04/2020 CRETE BRIDGE MATERI- of race, color, or national AL PURCHASE - CMP origin, or sex in considera- 1502 COUSINS ROAD MP Lion for an award. and both regularly distributed to its subscribers during all of said 3.15 CULVERT RE- The BOCC reserves the period.That the full amount of the fee charged for the foregoing PLACEMENT PROJECT. right to reject any or all t \in is the s of$93.00 TO BE OPENED ON OR bids and to waive all AFTER 11:00 A.M. ON informalities in the bidding. IIII7it��" ` I �— TUESDAY, FEBRUARY DATED this 27th day of 18,2020. January.2020. S : .. __• ; sw•o'4 to.efore 11 me 02/04/2020 All bid proposals shall be Clerk of the Board of accompanied by a bid County Commissioners ,��1 /L�i� (1146 proposal deposit in cash, Lewis County,Washington certified check, cashier's Published:The Chronicle Notary •1i in and for the State of Wa tlltfhihb check or surety bond in an sw' s�il�� 4ve January28,2020& re rg at • ``N. Si C•%AExPi • '/�����i cent(5%) ofamount tlheoafmounpteof February 4.2020 O?�<�25,22FS••• '�� such bid proposal. Should X�� e�• �.PP w _ the successful bidder fail to — •a m , = enter into such contract aLL�' • >G •cp..2Z— and furnish satisfactory - • � O� vim; 01 performance bond within #�••4``� the time stated in the • •••0<mr s1P •,��� specifications, the bid pro- ��i• •-• pro- co posal deposit shall be ��////i TE 10`,0\ forfeited to the Lewis County Public Works De- partment. 113349 Cousins Road County Engineer of Lewis Bridge County in Chehalis. Wash- ington. The contract docu- CALL FOR BIDS ments may be viewed and NOTICE IS HEREBY GIV- downloaded from Lewis EN that the Board of County's Web Site @ County Commissioners of www.lewiscountywa.govi Lewis County or designee, or you may call the Lewis will open sealed proposals County Engineers office @ and publicly read them (360)740-2780 and request aloud on or after 11:00 a copy be mailed to you. a.m. on Tuesday, Febru- All Contractor questions ary 18, 2020, at the Lewis and Lewis County clarify- County Courthouse, Che- ing answers will be posted halls, Washington, for the on our website and material purchase of emailed to all Contractors 45-foot long precast con- registered on Lewis Coun- Crete slab girders. This ty's Planholder List. Plan or contract provides for the specification changes shall improvement of `•' CMP be accomplished through 1502 Cousins Road MP official project addendums. 3.15 by supplying and The Lewis County Public AFFIDAVIT delivering 45-foot long Works Department in ac precast concrete slab cordance with Title VI of OF PUBLICATION girders*** and other work, the Civil Rights Act of all in accordance with the 1964• 78 Stat. 252, 42 Contract Provisions, and U.S.C. 2000d to 2000d-4 STATE OF WASHINi GTON the Standard Specifica- and Title 49, Code of De- COUNTY OF LEWIS tSEALED BIDS MUST BE ions Federal ofR Transom partment of Transportation. DELIVERED BY OR subtitle A, Office of the BEFORE 11:00 A.M. Secretary, Part 21, nondis- Alysa Andrews,and/or Mandy Klemola,and/or Kailyn Sawyer, on Tuesday, crimination in Federally and/or Cindy Thayer says that she is the legal clerk of February 18,2020 assisted programs of the (Lewis County official time Department of Transporta- ic is displayed on Axxess tion issued pursuant to ebronittwLV Intertel phones in the office such Act, hereby notifies of the Board of County all bidders that it will Commissioners. Bids sub- affirmatively ensure that in a semi-weekly newspaper.which has been established,published miffed after 11:00 AM will any contract entered into in the English language,and circulated continuously as a not be considered for pursuant to this advertise semi-weekly newspaper in the City of Centralia,and in Lewis this project.) ment, disadvantaged busi- Sealed proposals must be County,Washington,general circulation in Lewis County for delivered to the Clerk of Ke::y,P.S. 299 N.W.Center Street more than six(6)months prior to the date of the first publication fhe Board of Lewis County P.O.Box 939 of the notice hereto attached,and that the said Chronicle was on Commissioners (351 N.W. Chehalis,WA 98532 the 7th day of July 1941,approved as a legal newspaper by the North Street. Room 210,ash- Phone: 46 8786 Superior Court of said Lewis County.And that the attached is a CMS 01. Chehalis, Wash- true copy and was published in regular issues(and not in ington 98632),by or before Published:The Chronicle 11:00 A.M. on the date January 21 &28,2020& supplement form)of said newspaper as LEGAL#113349 specified for opening, and February 4,2020 RE:Cousins Road Bridge in an envelope clearly ( //__ marked: "SEALED BID once each LQ t-ILlor a period of 211� FOR PRECAST CON- CRETE BRIDGE MATERI- AL PURCHASE - CMP commencing on 01/28/2020 and ending on 02/04/2020 1502 COUSINS ROAD MP 3.15 CULVERT RE- and both regularly distributed to its subscribers during all of said PLACEMENT PROJECT, peril That the full amount of the fee charged for the foregoing TO BE OPENED ON OR ibli•. 'oi is a sum of$93.00 AFTER 11:00 A.M. ON TUESDAY, FEBRUARY IP"ilk 18,2020. All bid proposals shall be Subset's.-• . d swo it befo •'e 02/04/2020 accompanied by a bid proposal deposit in cash, J.r ILrfriV4� certified check. cashier's �\�ltttttlltlt��y�y� check or surety bond in an to five per- Notary P •lie in and for the State of1�1a� W ,��R•• ����i� cent (5°) of tunt lhe amount of r ing a �O , t 25 2 such bid Q �PP .c),2 • � the successful bidder fail to a pa. �P — enter into such contract :a.ui a '� G m• _ and furnish satisfactory • "• V�,\ is.• performance bond within P � : the time stated in the #••• ‘ specifications, the bid pro- �'�� •••..(Omni • 4lt* � posal deposit shall be /i,,STq n.,,0`� forfeited to the Lewis "f1 tt�� CountyPublic Works ry/llllltt De- partment. Informational copies of maps, plans and specifica- tions are on file for inspec- tion in the office of the STATE OF WASHINGTON -- KING COUNTY --ss. 381438 No. Lewis Co.Commissioners Affidavit of Publication The undersigned,on oath states that he is an authorized representative of The Daily Journal of Commerce,a daily newspaper,which newspaper is a legal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hereinafter referred to,published in the English language continuously as a daily newspaper in Seattle,King County,Washington,and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12th day of June, 1941,approved as a legal newspaper by the Superior Court of King County. The notice in the exact form annexed,was published in regular issues of The Daily Journal of Commerce,which was regularly distributed to its subscribers during the below stated period.The annexed notice,a BC:COUSINS ROAD BRIDGE was published on 01/28/20 02104!20 02/11/20 The a ngs,brtxoftl p, ee charged for the foregoing publication is the sum f 77 ,4ER A , , NOCA o A~T � Subscri ed and sworn before me on i s C/e�C •j� 'y�f,, ti� 02/111202 � *' 4ES 101*� a it` ,,,,,,,.*�'0 I,A •i` S H`NG �� otaq pub!' or th c o ashin n, residing i Seattle Affidavit of Publication State of Washington, King County to the Lewis County Public Works Lewis County Department. Informational copies of maps, Cousins Road plans and specifications are on Bridge Material file for inspection in the office of Bid Date:Feb.18 the County Engineer of Lewis County in Chehalis,Washington. CALL FOR BIDS The contract documents may be NOTICE IS HEREBY GIVEN viewed untyand downloaded Site from that the Board of County jeLewis Count .Web Sit yo w ay Commissioners of Lewis County call tthe Lewis County or you may or designee,will open sealed pro- offs e@ Lewis 0-2 8t•Engineers posals and publicly read them office@(360)740-2780 andyou. Arequest aloud on or after 11:00 a.m. on a Contractor be mailedquestions to All Tuesday, February 18, 2020, Coun yccla ying andillLewis e at the Lewis County Courthouse, posted naur web answers willed Chehalis, Washington, for the topostedCo our Contractors a and ered on material purchase of 45-foot long Lewisall County's P registered on precast concrete slab girders.This Lewisr sCpecification ion h e changes shallLll contract provides for the improve- bean comp lithe tith ia ment of***CMP 1502 Cousins accomplished through official Road MP 3.15 by supplying and project addendums. Coms. ks delivering 95-foot long pre- The Lewis County Public Worth cast concrete slab girders*** Department in accordance with Title VI of the Civil Rights Act and other work,all in accordance with the Contract Provisions,and of 1964, 78 Stat. 252, 42 U.S.C. 49, the Standard Specifications. 2000d to Feder2000d-4 and Title ns. SEALED BIDS MUST BE Code of Federal Regulations, DELIVERED BY OR BEFORE Department A,Office of o fthe Transportation, subtitle A, of the Secretary, 11:00 A.M.on Tuesday, Part 21, nondiscrimination in February 18,2020 Federally assisted programs of (Lewis County official time the Department of Transportation is displayed on Axxess Intertel issued pursuant to such Act,here- phones in the office of the Board by notifies all bidders that it will of County Commissioners. Bids affirmatively ensure that in any submitted after 11:00 AM will contract entered into pursuant to not be considered for this this advertisement,disadvantaged project.) business enterprises as defined at Sealed proposals must be deliv- 49 CFR Part 26 will be afforded ered to the Clerk of the Board of full opportunity to submit bids Lewis County Commissioners(351 in response to this invitation and N.W. North Street, Room 210, will not be discriminated against CMS-01, Chehalis, Washington on the grounds of race, color, or 98532),by or before 11:00 A.M.on national origin,or sex in consid- the date specified for opening,and eration for an award. in an envelope clearly marked: The BOCC reserves the right to "SEALED BID FOR PRECAST reject any or all bids and to waive CONCRETE BRIDGE all informalities in the bidding. MATERIAL PURCHASE—CMP DATED this 27th day of 1502 COUSINS ROAD MP 3.15 January,2020. CULVERT REPLACEMENT Clerk of the Board of County PROJECT, TO BE OPENED Commissioners ON OR AFTER 11:00 A.M. ON Lewis County,Washington TUESDAY, FEBRUARY 18, Dates of publication in 2020. the Seattle Daily Journal of All bid proposals shall be Commerce,January 28,February accompanied by a bid proposal 4 and 11,2020. deposit in cash, certified check, 2/11(381438) cashier's check or surety bond in an amount equal to five percent (5%)of the amount of such bid pro- posal.Should the successful bid- der fail to enter into such contract and furnish satisfactory perfor- mance bond within the time stat- ed in the specifications, the bid proposal deposit shall be forfeited