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HomeMy WebLinkAboutSWP272330(1) C l'TY OF RENTON 4 ♦ Planning/Building/PublicWorks Department Kathy Keolker,Mayor Gregg Zimmerman P.E.,Administrator N October 17,2007 Mark Rodarte, Responsible Officer Cornerstone Earth Work, Inc. P.O. Box 1269 Buckley, WA 98321 SUBJECT: SUBMITTAL REVIEW—MONROE AVE NE STORM SYSTEM OVERFLOW PROJECT (CAG-07-155) Dear Mr. Rodarte: The following submittals are approved: 1. 72"Type II Precast Manhole and appurtenances including hanging ladder, adjustment collar,cast iron manhole ring and cover and joint sealer. 2. 24" SDR HDPE(PE3408)pipe and fittings, IPS Flange Adapter,and Electrofusion Couplings. Please submit a shoring,dewatering and storm bypass plan for my review and approval. Sincerely, Allen Quynn, I Surface Wate Utili Engineer HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-2330-Monroe Ave Overflow\Construction\1003 City Correspondence\Submittal L.doc\AQtp 1055 South Grady Way-Renton,Washington 98057 R E N T O N AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer 02/28/2008 11:49:56 AM Washington state Department of Transportation RECEIVED TO: Allen Quynn at FEB 2 8 2008 CITY OF RENTON UTILITY SYSTEMS From: KARI SLUSSER Total pages with cover: 8 February 28, 2008 City of Renton Allen Quynn 1055 S Grady Way Renton WA 98055 Re:CORNERSTONE EARTH WORK, INC. Project:MONROE AVE NE STORM SYSTEM OVERFLOW Dear Allen Quynn: CORNERSTONE EARTH WORK, INC. has applied for prequalification to bid on future highway construction projects. Contractors engaged in construction projects for the Washington State Department of Transportation must be sufficiently qualified. Requirements established by RCW 47.28.070(Attachment A), provides the criteria for prequalification. To assist us in judging this contractor's qualifications to perform such work, we would appreciate your answering the following questions regarding your experience with that firm on work performed for you. We will endeavor to keep such information you provide confidential, however, we must advise that it may be subject to public disclosure. Please provide us with the information that we request and return this letter to us at your earliest convenience. You may also fax your response to my attention at: 360 705 6966 Please indicate your evaluation of this firm's qualifications by making a check mark at the right of each term which you feel conforms best to your evaluation of your experience with the firm in the respects shown. If you have any questions, please call me at(360)705-7837. If you recieved this inquiry by fax, please fax back to me at 360.705.6966. If you recieved via mail, a self-addressed stamped envelope is enclosed for your convenience. Sincerely, Kenneth A. Walker Manager, Contract Ad and Awards TRANSPORTATION BUILDING CONTRACTOR PREQUALIFICATION BRANCH P O BOX 47360 OLYMPIA WA 98504-7360 PHONE: (360)705-7017 FAX: (360)705-6966 City of Renton Allen Quynn 1055 S Grady Way Renton WA 98055 Project Complete} Physical Completion Date Yes_ No,/ MM_/YY_ Work Performed By:CORNERSTONE EARTH WORK, INC. Project Reference:MONROE AVE NE STORM SYSTEM OVERFLOW Only work that is complete and completed by the contractor's own organization under its own supervision will be considered for prequalification purposes. In that light, please do not include work not self-performed by contractor. For your perusal,attached is a listing of our Work Classes(Attachment B). Please indicate the class(es)of work and the approximate dollar amount performed in that work class: Work Class: $ 'd w Work Class: $ Work Class: $ 3 3 Qd v Work Class: $ Work Class: ,7 $ j`CU() Work Class: $ Work Class: $ Work Class: $ Work Class: $ Work Class: $ DESCRIBE WORK SELF PERFORMED BY CONTRACTOR For Class 6,please indicate whether superstructure or substructure. In the space provided under comments,or on a separate sheet lease identify what specificportion(s)were performed. (Include type of bridge). PROGRESS OF WORK: For exam ale, but tiatlimited:to- Was the project completed within the allotted time? How effective were they in the scheduling and execution of the schedule? ❑ Excellent 10 Satisfactory ❑ Marginal ❑ Unsatisfactory y� Comments: I he r ci "orJ 6F -4e wdfk (,.os C e r -+i�►�H I N{ Sc�-�l� �� 'hlnviber OF WOfki'N O(InVs hqWe%ler, �nof ei-dr4j7livl k C-'Ac;)h; 1T-1 G tigH- q air Page 1 of 3 ;EF-- -_— ;MEN --- TRANSPORTATION BUILDING CONTRACTOR PREQUALIFICATION BRANCH P O BOX 47360 OLYMPIA WA 98504-47360 PHONE: (360)705-7017 FAX: (360)705-6966 QUALITY OF WORK: ) or exam lo,butt not limated to- Contractor's adherence to plans and specifications...Standards of workmanship...Completion of final(punch-list) work. Excellent ! ❑ Satisfactory ❑ Marginal ❑ Unsatisfactory Comments: l..tM� l-CAUv- AA Gv% q(V c+ 4 ec,' IVI I rS S CC1,6'CA+iW!> AMINISTRATIII I SAP R"ON U ENT Supervision and decision making . . . Submission of documents and reports . . . Coordination and cooperation with your organization on project matters... Public safety and traffic control... Compliance with laws,ordinances,and -regulations. ® Excellent ❑ Satisfactory ❑ Marginal ❑ Unsatisfactory Comments: (M�fo(,Ajr W, JCr (-e:V ov.3,VC_ WC1JtN5 Ymgl er,_4 SN6,- L(5 -i1 rl-, L C fµc( SYlpr rJ 'an.s G+rt L. COORDINATIIt'�l�l Ai UNM. O St Ci i RAC..... xx Coordination and communication with subcontractors and suppliers. ❑ Excellent 0 Satisfactory ® Marginal ❑ Unsatisfactory Please describe work performed by the Subcontractors and associate a dollar amount to ea"c^h. Sub 1: 54 ff C - tJ f" C 4�d r+ b./Fs 1 000 ` Ikr}3,e maX�n�d- Sub2: NC4 65A61ilv� N )40c) wwrKvP JV1r Sub 3: 5 k re ri,'� wQ c s u rrtr w�rK Sub 4: Comments noel 0,,t wit / n elcr (c v21!'wt W�I r1 Sgfj �f c fL*r C✓� , ka is f mf • Cg0rJinq ovt WtO dthe - .5u lei -, u41, Page 2 of 3 - ---—-_____------ _—_ - TRANSPORTATION BUILDING CONTRACTOR PREQUALIFICATION BRANCH P O BOX47360 OLYMPIA WA 9850447360 PHONE: (360)705-7017 FAX: (360)705-6966 LIST PROJECT:MANAGER AND S 'E .` l NTl ItDJ.AND k' it +. EEVEC TNENN SS J rr� yt (Xcc11c.,f Is the firm's equipment ❑ owned or ❑ leased? /'- Condition of equipment owned by the firm: ❑ Excellent Satisfactory ❑ Marginal ❑ Unsatisfactory Comments: Has this firm failed to complete arry work awarded by your organization? ❑ Yes fYNo ro r If es, lease explain: �f �(U d F e /5 1,1 T vl df- ml'nor Gs le fe-5 vrah" a a, 2 1, G rb a / GG S, P 4 � Print Name /llIPo 04, nM Title K i�«r Phone q;-J-—� 30 �)cf7 Page 3 of 3 PREQUALIFICATION WORK CLASSES Class 1 Clearing,Grubbing,Grading and Class 16 Illumination and General Electric Draining Highway illumination,navigational light- Removal of tree stumps,shrubs, ing,wiring,junction boxes,conduit modification of the ground surface by cuts installation. and fills,excavating of earth materials,and Class 17 Cement Concrete Curb and Gutter the placement of drainage structures. Sidewalks,spillways,driveways, Class 2 Production and Placing of Crushed monument cases and covers,right-of-way Materials markers,traffic curbs, and gutters. Production and placing of crushed surfacing Class 18 Asphalt Concrete Curb and Gutter materials and gravel. Sidewalks,spillways,driveways, Class 3 Bituminous Surface Treatment monument cases and covers,right-of-way Placing of crushed materials with asphaltic markers,traffic curbs,and gutters. application. Class 19 Riprap and Rock Walls Class 4 Asphalt Concrete Paving Mortar,rubble,and masonry walls;rock Production and placing Asphalt Concrete retaining walls,and placing of large Plant Mix Pavement. broken stone on earth surfaces for Class 5 Cement Concrete Paving protection against the action of water. Production and placing cement concrete Class 20 Concrete Structures Except Bridges pavement. Cast-in-place median barrier,prestressing Class 6 Bridges and Structures post-tensioned structures,footings, Construction of bridges,walls,and other prefabricated panels and walls,retaining major structures of timber,steel,and walls,and ramps,foundations,and concrete. concrete slope protection. Class 7 Buildings Class 21 Tunnels and Shaft Excavation Construction of buildings and related Tunnel excavation,rock tunneling,and structures within the right-of-way and soft bore tunneling. major reconstruction and remodeling of Class 22 Piledriving such buildings. Driving concrete,steel,and timber piles. Class 8 Painting Class 23 Concrete Surface Treatment Painting bridges,buildings,and related Exposed aggregate,fractured-in and rope Structures. textured finishes; waterproofing concrete Class 9 Traffic Signals surfaces(clear or pigmented sealer). Installation of traffic signal and control Class 24 Fencing systems. Wire and metal fencing,glare screens. Class 10 Structural Tile Cleaning Class 25 Bridge Deck Repair Cleaning tunnels,large buildings and Bridge expansion joint repair and structures and storage tanks. modification,bridge deck resurfacing and Class 11 Guardrail repair. Construction of a rail secured to uprights Class 26 Deck Seal and erected as a barrier between,or beside Waterproof membrane. lanes of a highway. Class 27 Signing Class 12 Pavement Marking(Excluding Painting) Sign structures and signs. Thermoplastic markings,stripes,bars, Class 28 Not used symbols,etc. Traffic buttons,lane Class 29 Slurry diaphragm and Cut-Off Walls markers,guide posts. Slurry excavation and the construction of Class 13 Demolition structural concrete walls and slurry cut-off Removal of timber,steel,and concrete walls. structures and obstructions. Class 30 Surveying Class 14 Drilling and Blasting Class 31 Water Distribution and Irrigation Controlled blasting of rock and Irrigation systems and heavy water Obstructions by means of explosives. distribution. Class 15 Sewers and Water Mains Class 32 Landscaping Draining,pipe jacking,water systems, Landscaping irrigation,planting,sodding, pumping stations,storm drainage seeding,fertilizing,mulching,herbicide systems,sewer rehabilitation,sewage application,insecticide application,weed pumping stations,pressurized lines. Control,mowing,liming,soil binder,topsoil. Class 33 Engineering Class 45 Hazardous Waste Removal Work other than surveying,including The containment,cleanup,and disposal Engineering calculations,drawing and other of toxic materials. Companies seeking this Related work for highway construction. classification shall have full-time personnel Class 34 Erosion Control with current hazardous waste training Seeding,fertilizing,mulching,slope protection, (certification). topsoil application,hydro-seeding,soil Class 46 Concrete Restoration stabilization,soil sampling. Pavement subseal,cement concrete repair, Class 35 Precast Median Barrier epoxy coatings,epoxy repair,masonry A concrete barrier that is cast and cured in repair,masonry cleaning,special coatings, other than its final position used to divide epoxy injection,gunite,shotcrete grouting the median of two adjacent highways or pavement jacking gunite repair,and temporarily placed to divert traffic in pressure grouting. construction zones. Class 47 Concrete Sawing,Coring,and Grooving Class 36 Permanent Tie-Back Anchor Concrete sawing,concrete planning and Installation of permanent rock and soil grooving bump grinding joint repair, anchors,soldier piles and timber lagging. concrete coring rumble strip. Soldier pile tie-back anchor wall construction. Class 48 Dredging Class 37 Impact Attenuators Excavating underwater materials. Installation of approved protective systems Class 49 Marine Work filled with sand,water, foam,or other sub- Underwater surveillance,testing repair, stances which prevent errant vehicles from subaquatic construction,anchors,and cable impacting roadside hazards. replacement,floating concrete pontoon Class 38 Paint Striping Class 50 Ground Modification Painting bars,letters,symbols,and striping. Pressure grouting,blast densification,stone Class 39 Wire Mesh Slope Protection column,jet grouting compaction,dynamic The installation of a zinc-coated steel wire compaction,soil mixing gravel drain. mesh anchored by wire rope and reinforced Class 51 Well Drilling concrete posts or anchor rods. Used for Drilling wells,installing pipe casing and dampening the effects of rolling rocks onto pumping stations. the highway. Slope scaling horizontal drains, Class 52 Sewage Disposal rock dowels,and rock bolts for slope Hauling and disposing liquid and solid stabilization. wastes. Class 40 Gabion and Gabion Construction Class 53 Traffic Control Construction of walls made with containers Providing piloted traffic control,traffic of galvanized steel hexagonal wire mesh control labor,and maintenance and and filled with stone. protection of traffic. Class 41 Not used Class 54 Railroad Construction Class 42 Electronics-Fiber Optic Based Communications Construction of railroad subgrade,placing Systems of ballast,ties,and track and other items Design and installation of fiber optic based related to railroad work. communication systems. Communication system Class 55 Steel Fabrication cables and interfaces(related to fiber optic cable Welding of steel members,heat and interfaces);voice and data distribution& straightening steel. transmission system;video distribution and Class 56 Street Cleaning video transmission system;and closed circuit Street sweeping with self-propelled television system. sweeping equipment. Class 43 Mechanical Class 57 Materials Transporting Plumbing work and the installation of heating Truck hauling. or air conditioning units. Class 58 Sand Blasting and Steam Cleaning Class 44 Asbestos Abatements Steam cleaning,sand blasting,shot The removal and disposal of asbestos from all blasting and water blasting. construction sites,structures and materials (L&I Certified Works). Revised 10/2000 Attachment A EXTRACT RCW 47.28.070 Form of Bid- Data required-Requirements - Refusal to furnish form-Appeal. Bid proposals upon any construction or improvement of any state highway shall be made upon contract proposal form supplied by the department and in no other manner. The department shall,before famishing any person,finn,or corporation desiring to bid upon any work for which a call for bid proposals has been published with a contract proposal form,require from the person, firm,or corporation,answers to questions contained in a standard form of questionnaire and financial statement,including a complete statement of the financial ability and experience of the person,firm,or corporation in performing state highway,road,or other public work. The questionnaire and financial statement shall be sworn to before a notary public or other person authorized to take acknowledgment of deeds,and shall be submitted once a year and at such other times as the department may require. Whenever the department is not satisfied with the sufficiency of the answers contained in the questionnaire and financial statement or whenever the department determines that the person,fine,or corporation does not meet all of the requirements set forth in this section,it may refuse to famish the person,firm,or corporation with a contract proposal form,and any bid proposal of the person, firm,or corporation must be disregarded. In order to obtain a contract proposal form,a person, firm,or corporation shall have all of the following requirements: (1) Adequate financial resources or the ability to secure such resources; (2) The necessary experience,organization,and technical qualifications to perform the proposed contract; (3) The ability to comply with the required performance schedule taking into consideration all of its existing business commitments; (4) A satisfactory record of performance,integrity,judgment,and skills;and (5) Be otherwise qualified and eligible to receive an award under applicable laws and regulations. The refusal is conclusive unless appeal therefrom to the superior court of Thurston county is taken within five days, which appeal shall be heard summarily within ten days after it is taken and on five days'notice thereof to the department. (1984 c 7 &169; 1968 ex.s. c 145&39; 1961 c 13&47.28.070. Prior: 1937 c 53&35;RRS&6400-35.) c:\extract OCT-02-2007 11:29 HD FOWLER PACIFIC 2538638681 P.UU2 HO Fowler Company-DR1755 i F' PE EMM PEMM Pipe High]Density Polyethylene,E"n wigh A+Idwnhr Weight PolyPipe°CM be NIAi1SR�ttSTM� Manufactured its accordatace with one or more of the following standards: 'Y M D2513-D3035-F714-AN 1SLE and/or AWWA C-901IC-M A f, Bleats IVSF Standard 61 for potWk water and is aQpmved far jartory mubtd Class ISO and alaas I00. Otlia dimra+siortat sUnd zrds or comm FW &drwxoW are aceelrtablc as sgneed open betwen the brayer and mannfeau"n I TYPICAL PH'MCAL I4sROPERTIES ASS *NOMINAL VALUES Density(Natural) D1505 R946g/cc — Density(BlUk) D1505 0.9578kc Flow Pate(19o/21.6) D1239 8.5gd10min. - Tonsils Strength(g2Minim Dg 343 Nh 5,000 psi Tensile Strength 0 Yield 13638 24.1 Wa 3,500 psi Ultimate Edon8r3tion p}639 >8w% >Mo P1atulal modulus 0990 938 it4Pa 136,0000 2%Sc=t Environmental Saws Crack Rasistancc(ESCR) >t0,0001us. F,,Cond.C D1693 >10,000 hts Compressed Ring ESCR,1r, 11248 >101.000 hm >10,000 his. Brittleness Twgxratum D746 <-1171C Vint gofieuiog Terrcpasntrr D1525 124°C 2558F Hardness.Shore D D2UO 64 64 Vicar Softening Temperata+e D 1525 124,C 255'F Vohnc Rasiativ D991 >tD"bhtrt-cm MILCLASSMCAT10K DB3350 345464C Grade PE34 PPI HYDROSTATIC DESIGN SMIS: D2937 11.4 MPa®23C 1600 73,41 (As tied is i'PI TR.4): 5S NDPa 6&C 800 psi(r 140'F Nominal values am intended to be guide only,and not as slmeifieation limit. ?ol T'i (940)665-1721,(NO)433-5632 Y Pe D ` 1ddm 1e Fax(940)668-8612 2706 N.1-35(76240) Sales Fax(940)W-2704 R0.Box 390 wwwAnketpolypipe-COM fiaesville.Texas 76241-0390 l polvpipe° Molecular Weight e 0 HDPE Extra High aPipe Data And Pressure Ratings Preuure 265 PA 2 psi 160 p i 130 psi 110 psi 100 psi psi 65 111 SO psi 1 m Raliog SDR 7 S1 R 9 SDR 1 SDR 13S SDR 15.5 SDR 17 OR 21 SDR26 SDR 3 .5 m O.D. M 1PS Sim b'o. B'c�Jll. Min10'digh Win W60t Mao, '& Zia W INi . 11'c Mim Weigle MID. 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O.W 1.64 0.318 137 259 1. 022 I.W 0206 0.92 4 300 3 3 0.500 2.71 0.409 2.26 333 1.19 0. 1.65 OW 1.52 214 1 S "5 - - - - 0256 1.77 7 l is 0.16 1.17 S .563 S. 3 0.618 4.13 O.S06 3.46 412 17 0.35 2.53 0327 2.32 1A 0.23 1,55 0.171 1.25 6 625 U. 0.73 5,96 0.602 4.91 491 4. 0,412 5.56 0390 3,29 1315 2 025 2.20 0.204 1.77 7 .125 - _ . 0,339 3,11 4 24 02l 2.05 8 .625 I 02 1112 0.95 994 0.784 932 b39 6. 03456,07 0."7 537 .411 4 6 Oa 3.72 0265 3.00 10 0,750 1536 i 14 1.1 15.44 0.977 IZ.92 0.796 1 72 0. 9.4 OL632 8,65 0.512 .09 0. 13 S.7 0331 40 12 1750 1821 2 93 1.41 21.12 1.1S9 18.17 0.944 1 .08 0 23 13.2 0,750 12.17 0.607 9.97 00 LID 03 6.56 11 3380 - - 0.637 1098 515 8 6 0.4I 7.22 14 OW 2 3 46 1.5 26.19 1273 21.91 1.017 1 I8 0, 16 0,924 14.68 0.667 12.02 38 9.11 0,43 791 16 6.000 2 86 4 40 1. 34.20 IA55 2W 1.1* .13 1. 2 20 0.941 19.17 0.762 15.70 615 3281 0,49 10,33 18 8.000 2 71 5367 Z 43.29 1,636 36.22 1.333 06 1, 61 26.4 1.059 24,26 0.857 19.88 1621 0 13.07 20 0000 S7 25 53.44 1,118 44.72 1.411 .11 I 3Z 1.176 29,96 0.952 .54 769 2001 Ohl 16.14 v 22 •000 2.000 S4.11 00 ." IA 39.5 1294 3625 1.048 .69 24 0,6 19,52 24 .000 _ 2.182 6439 .778 S ,41 l3 47. 1.412 0.14 1.10 5.34 1 0. 23.24 2.074 72.74 .W6 Ol t W1 1333 48.10 1.077 .22 0. 31 30 .000 . _ _ 1.935 13.48 .165 40 I. 352 1.154 4JA2 0923 31 32 2.000 • 2.065 83.60 ,882 7 W I,S 62 1.231 5123 099S 131 a36 b.000 - • - - - - 2 99.068 1.71/ 51 1 85 64 3 1.1 $2.28 30 42 2.000 - - 2.000 10822 b1S 8 25 12 2 71.1 Ca 48 000 • • - - - 2.216 14134 .t146 1 .2b lA 9T.9 A 52 1000 - - - - - - 2,000 13S.27 .600 1 .09 54 4.000 - 2,077 145.88 .662 1 .63 NOTE: •CoU for arelia Wty on duo w OR's not sbmm. ,O •Press m we bn sad on using wales at 25C(W)and arc deiamdr td by using standard formulas for ft industry. .Service fsctat>3 shoaW be utilized to compensate for Ibe etfod of subsea=odw ihmt wrata,and foe odw 4empetattues. N •Metric,DIPS and ins*diameter controlled sim a&%-mtaNr,upon sequesl. D NOW N • (y of a) 45PolyPipe 13-1002 lam C t1 S OCt-02-2007 11:29 HDCF 25386386ti1 Y.uv4 INLAMMsOWLER PACIFIC — jg tquaMeq Aarkwtuml Product details Ptaddw high Ognsity Polyethylene(HOPE) pniCuldaral nrodueta lndaeteide wtumeieal eroduCts 3/4"-63" Ind sMal arnduets_ Ak awvee"Wnt DR`s 6.3/7.3/g111/13.5115.5/17/21/26/32.5 All OrMduCls Fittings COMM us Sweeps Valves Acrosories Trrm4 and MAUM&f-9p �/. �4_"(our,zssk) wMCRT P®RF1 SPECMCATION product MMW cue ave8ably in "iWngs for MOPE pipe Pdr format. AD fittings for HOPE pipe meet at exose0 the following specifications: _ ASTM F714 Standard Specification for Polyethylene(PE)Plastic Pipe (SDP,PR),based on outside diameter. ASTM D1248 Standard Specification for Polyethylene Plastic Molding and Extruslon- ASTM D3350 Standard Specification for Polyethylene Plastic Pipe and Fittings Materials. ASTM D303S Standard Specification for Polyethylene(PE) Plastic Oi,T-02-2007 11-29 HD FOWLER PACIFIC 2536638681 P.005 FULL COUPLINGS ELECTR®FUSIGN FIMNGS ASTM FiM IPS a CTS ' oC;f R9f6 aR> Li i 1 NO NAL IN-Sidi OIA. OUTSIDE 01A. STAB OEM OVERALL HEIGHT 97VERALL LENGTTI SIZE E 'NomiASRL) (NOMINAL) (NOWNAL) (NOMINAL) [NOMIAL) I.D. 0.0. "D" W. "L" 1!2'CTS O.d2b 9.13 1.36 1.97 2.86 •."........ . . : "13:Sm1fi:-:-.:. :28il-rslRr ..&9.S.ttxan . $�'; �mm" -_92' - 1l2-iP$ o.a44 1.36 1.42 2.15 2.98 f,4 9s.1 mm 314'CTS t BBO 1.360 i,d20 2,160 2.080 �2.A.mm 38.1 rsn 30.8 HA11 344mts1 Ste IPS 1,069 1.720 1350 2.320 2.540 272-mm 43.7 MM 3t5 mm S&O mm 1"CTS 1.137 1,720 1360 2.320 2.840 2&9 mm 417 mrn 34.3 term 53.9 dnm 72:4 PIPS 1.326 1.000 1.S70 2.550 3,300 33.7 inni 47.6•mm 3>i D mm 66.0 mm 9 1l$'CTS 1.3H7 1.880 1.670 2.560 3-300 . : : .'. .. 882mn1 A -4?:6'mm .....:3t3 mm :.: B&C mm'. -i 1/4'o CT CON. 1.503 2.270 1.920 3.000 3.700 3&2 fnm SZ.7 mm '' A'&2 mm-- 9s`?:PniYi 114"310R 9 Cox. 1.B08 2170 1.620 3.000 3.700 40.✓} 5x, mm 46.2 mm 1 1/4-1 PS 1.583 7.270 1,820 3.000 3.700 1 : 42 filnta .37..7inm 462 mm 76.2 mm O. 1 IFT Ips 1.212 2.600 1.690 3.270 3,900 4&6 mm mm 4$4-mm .83.1 mm 2'CTS 2,13b 2.800 2.120 3.590 4.370 . 54.3 mm 71.1 mm mt mm 9.1,2.frm "•7•,1i;Otn}n= :. Z IPS 2,408 3.160 2,090 3.920 A.910 61.2 mm $0.S mm =.1 mrw 97.0 ream 109.E t `•2*IPS CONDUIT 2.410 2,820 2.000 3.6s0 4.310 61.2 mm 71-6 rnm 53.9 mm 0 0.2 mm t09:5 if1PA -7Irr CGNOU17 2.925 3.500 2r6SO 4.170 4.250 7,:.3-mm 88-9-mm 32.3 mm lob's mm f08 0.tiieci 3-IPS 3.553 4.540 2.720 5,180 5.590 00,2 Mtn 113.3 ffm 69.9 mm. 41 IPS 4.528 5-576 3.000 n.610 6.140 yts.0 mm 141,5 mm ' X2 rlwn r6b.41run .. :::.16SVf f'• 6"IPS 5.526 6.930 3440 7.060 7.170 10arrun PLAS50A1 140.6 mm :t 76.0 mm ®.8 mm 1020 mm _::1@E;9;tr1f "; 6"IAS 6.661 8.170 4,100 8.700 8.350 16g.2-mm 267:9:rtrm . 104,1 mm 221.0 mm 7-IPS7.126 &740 C094 0437 7.189 181.0 fmn 22211+nm 104.0 mm. ,227.0 telin. ..1 6 8"1P5 8.885 10.830 4.700 11.200 9,490 22616 mm 270:0 Min t19:4 mm 284'.5 mm AMW: : 1p"IPS 10.764 Ill .5.ONO 0 13.410 10.g00 r # 273.9 mm 336.6 mm 127.0 mm 340,6 mm. 28.9.7 a 12IPS 12.768 15.700 5.$00 Is.0.a0 11.600 324.3 mtn 328.8 mm 130.7 mat 402-3 mm 20.r RNA NON-COMPLIANT ASrM AirriNds 4.7pmm SJMTL E PINFITTINGS ALSO AYADLABL[ at�eraaw, VAUA-06"Ctto wn okraofl�unx OAT-02-2007 11 :29 HD FOWLER PACIFIC 2538638681 P.OU6 od MOt.DO ELEG TK*-USM COUPUNGS Auedable Size RwW. VCTZ - 1 Y°CTS WIPs - Irk wS - 12"qp ®Available In PE 3408 only At Central PISS we we proud to be racogrntzed as the company that pioneered and Introdu industries yr OM the United Ststse to the concept of joining Qa Wv*m pWng ayraterrte together vie l process of etetxrofusion. As an kilernallonal Wader In the world of manufactured Polysthlrlene (PE) — 1 -6 eesian> and vAth manufacwft tootles booed around the,world, Central Pbaft has been actively InvoWed since the early IBM in the research and promotbn of imoma jakflnp ff* wds for Po$►e"lerte PWM W0101118 1W the nd" gas, polabla water. wasliewfil0r, oNNMd, mining landfill, tsiecomma nications and geodwrrnal indusVies. With unpa WWW weerfift focusing on do desf and mwwbcbnft of poWhylene eteMAxelon r,> Certtret Pbeft oftre the hwasak most corr*bw INne of electrofudon products,manulachited flan a variety of common virgin reobw. avaNabfe in the nwint, Our adsantis! varticaNy lnieWmed mnanufacturing capab11tlss OWN CS0111 PHNOM to emcbe domOeh CorlI n1 of our mamftelured-profits. From deslan. to"state of the ar manufacturing,to shipping:Central Phwft maintains a high level of product consistency and qualRy ttt wghout our mantifzim tcvp processes. Certtrat Phones 89&0 union Co~are deslgtfed and marwbcarned in accordance will,ASTM F-10M for use iNM pie conforming n AST#A D2513/8M F-714 and with Butt fittings conforming to ASTM D3261 appkable. Theft fWAngs row be supplied with an integral klardiffcadon rsaidorwideh Is raooAMzad by sli Cenyai P101"es pnocsssom to submakaily set the proper fuslot perarieters. Elechaft ton ffiNngs am supplleed with a 24 d d 180 oaf barcode MW whid+ tadtbstas the fudon of the Central Plastic electrahmlon SOM with other manufacturers processors. PE2406 Ekctrofusion Coupling are produced from a -blended virgin min that has a PPP 11ftrig of PE2406 which comps with ASTM 0335M PE3408 EiacMotualon Coup&W we produced trom a pro-blended V&Oh resin that has a PPI listing of PE34M whkh complas wlar AS M D3350L Tlft resit,carries a NSF Standard 61 fisting for use with potable water. AVAILABLE FEATURES: PE2406 fmirigs are enalnearted for use on MOPE Pipe -PE308 fittings are angtneered for use an HOPE Pipe -CoMP06M forfusion to eitl,er PE2408 or PE3408 pipe matartals without sped fusion procedures. PraMn rated for meth gas and put"wad' "Okom r any►in sane sizes) -PE3400 f nag uttifse NSF Nshd Rash •PE34011 ROW ace tested w the te"Nstnem of AWWA 09M PE3408 fittings are FM Approved(40-240) •CSA Certglcotinn -Available In metric sizes -Manufactured in U.S.A. PMdW SM Shft RPOOMM4 OCT-02-2007 11:30 HD FOWLER PACIFIC 2538638681 P.007 E R fi Flange Adap#er Design Information AW .sue INEPIM SME HDPE Pipe Grade Material: PE 344t1 ® Material Cell Class#345464C "r must be at least 1.25 times pipe wall thickness for tali pressure rating. g One bolt length is used for each pipe diameter for all DR's. "T'is constant using DR-11 (or lowest available DR by size) ® The face diameter fibs inside tit-circle to promote alignment and concentricity, with.sealing. "H"must be long enough to allow butt fusion in all applicable fusion machines, size on size or larger. Consult fusion machine manufacturers for their required minimum length. "R"must be matched to the radius of the metal back up ring. Corrosion protected convoluted Ductile iron back up rings are recommended. * OD dimensions and tolerances machined in compliance with specifications of c ASTM F714. Flange adapter wall thickness is 10%thicker than pipe to accommodate pipe end toe-in and out-of-roundness,while assuring virtually 100%butt-fusioncon- tact. Flange adapters may be fused to same DR and to one standard DR higher (La., DR-17 to DR-21) LCIR To1i FREE L80.01 499-6927 Page 2-1 Fax M 499-712 Issued January 1,2005 version 1.3.1 OCT-02-2007 11 :30 HD FOWLER PACIFIC Lb3tibstibdl r.uuo 9 iJ . �m IPS Mange Adapters (( Pressure Rated for OR Ordered (ohnonslons In Inches) � use Mamlr+m{ H 1. Face R style DR Weight size tual.l Diameter {Radius) flea) 314- 4.0 0.20 2.000 114 A 7-11 .1 4.0 0.21 2.375 114 A � 7-11 .1 p 9-118" 4.0 0.25 2.750 � 1I4 A 7-11 .2 r&j 1-112" 4.0 0.30 3.125 1I4 A 7.11 a' � t -9 2" 5.5 0.39 3.900 �. 114 A 11-17 1 3- 6.0 0.63 5.000 114 q 7-6 2 11-3z.5 a 4" 0.0 0.75 6.600 318 t 7"9 3 l 11-32.5 51 6.0 0.75 7.500 318 y 11?32.6 4 6" 8.0 1.13 8.500 319 A 7-9 6 1.00 11-32.5 7 9.0 1.44 10.830 316 A 7-9 11 11.0 1.00 11-32.5 10 10" 9.0 2.00 12.750 319 7-9 19 12.0 1.25 11-32.5 18 12" 11.0 2-30 15.000 318 A 7-9 2j 1.60 11-32.5 24 14' 11.0 1.60 17.600 1/2 A 11-32.5 1510 16- 12.0 1.00 20.000 liz A 1 11-32.5 16" 12.0 2.00 21.120 1t2 A 11-32.5 (34 IPS Flange Adapter's Continuer! Next Page 00w sizes,styles,and DR's not listed are available-Call For Quick Quote Sizes 24"and smaller meet AWWA CM fitting requirements,aizos 26"and larger are quid per fitting. jCaU Toll FREE 8Q)4$9$ ? Page 2.2 Fs;tE # -71 Issued January 1,2005 Version 1.3.1 OC-T-02-2007 11:30 HD FOWLER PACIFIC 2530639691 IPS Flange Adapters (continued) Pressure Rated for OR Ordemd PimensionS in Inches) Nominal H T Face R sly;* OR Weight Size (OAL) Diameter (Radius) 20" 12.0 2.50 23-5 112 A 11-32.5 22" 12.0 2.60 25.6 112 A 11-315 66 24' 14,0 2.70 28.0 112 A 11-315 79 26" 14.0 2.95 30-0 112 A 17-32.6 87 1.91 3.16 1 r2 A 1 129 28" 14.0 2.06 32.3 1 17-32.5 90 30" 14.0 3.41 34.3 112 A 11 134 2.21 17-32.5 98 32" 14.0 2.35 36-5 1/2 A 17-32.5 106 34" 14.0 2.50 38.5 112 A 17-32-5 135 - i-- - - 361, 14.0 2.65 40:.8 1/2 A 17-32.5 141 42" 21.0 2.604 47.5 1/2 A 21-32.5 152 48" 21.0 2.60 54.0 314 A 26-32.5 170 2,60--21.0 60.0 314 A 26-32,5 230 Other sizss,styles,and DR's not listed are avallaWD•C211 For Quick Quo% Sizos 2411 and smaller meet AWWA GM fitting requirements,sizes 26"and larger are quoted parfitting. -3 Fxx L800 L4"-74 Isaued January 1,2005 Votuion 1.3.1 OCT-02-2007 11:30 HD FOWLER PACIFIC 2538638681 e.uiu 1 Convolute 1 Ductile Iron & Stainless Steel Bolt Rings DoESIGN4% Designed Specifically for use With HOPE Flange Adapters* ,a *Patent Pending ASME d ANSI 816.5, 515.47ur.A CL1SO r- 816.1 CL126 AWWA C207 6,D & E Njarr&QneStfje Flanges have boar+used for decade$in"USA.The typlc81 Poyethyu>,ne flange adapw has a Van- Stone aline flange with slip-on bolt-sing. Our DesiwFlaw Bolt Ring is engineered spe dflcaliy for Pal dryfene Flange Adapters. Desgn-Flaw Boll Rkgs meet the smndard bole circle dime--AIM 81390ficalJOM of ASME I ANSI B18.5 CL 150, 816.47 Ser.A-CL 1 SO,516.1-CL 125: AV"C207-CL 16015,D&E. Design-Flow Boll Rings are"UCOd in ductile iron anti stainless steel(Ductile hmnA536 6Sl4a112, alS aWnim St WA361-CF". Our duedle iron Bdt Rings are stocked with an oll based enamel painted surface QPS sates slacked in blight red.U IPS,sizes Blocked in aqua blue). Many more cowing choloes are available that provide superior cath ft protection on the Weak news of the project Additional Saba coating drakes include epoxy based points;fusion bonded epoxies;hot dip galvanizing and other a fectMdadealy applied sulaoe treatments. our De sign-Flow Bolt Ring is so unique in ss naval design tt l it has Banned-Patent PendirV status basednin ' on its es",tough,ductile and constant sealing design. (ta contoured cross-section enabla ring which prides a constant sesUng force. Our Design-Flow Bolt Ring is stronger being able t0 accept mote bolt forctue(Scaling bad)than ottm previous designs.At these higher bolt torques,rubber gaskets are not required,which results in mane secure wAling and reduced assembly tom. our De sign-Flow Oak Rhrg has a beveled boil surfer which is drawn into paraflei wtlh the flange face when the proper,boil terms is Whad. This bolt ring deft as--tore eftcove in placing the seating force dose-to the pipe 00 and rnore unl1bm y distributing that higher force across the Range twee. Unlike previous mderstty designs,Design-Flow,M RkKjs"seal from the inside Out'! Our Design-flow Solt Ring design Places more matsl in opttnnized locations to make the boil ring stronger resulting in a shorter outer perimeter piano.Design-Flow Bolt Rings are designed for working pressum ratings ranging Aom 50 Psi uP to 275 psl in many Sites. Please oorMA this catalog st ckmal 1.3.81 or our Customer Service Department for mare information regarding our Desigr►-Fiow 80 stings. Section B1: DESIGN-FLtO(dolt Rings - Table of Contents tnradueefion and TWO of Con 81-1 t B9_2 0 rrnati and81.3 warranty staternent a1A 11 l��n-Flow Ccr+voNr�d t�ntik iron BnB Ringa �4"-14•• tPS Desiign-Flow CanvohAod> e iron Bogy Rbtgs (cont:) 18"-W 81-6 CHPS Design-Flaw Convokded Ductile iron Bott Rk** 4"-30" B1.4 iPSDeslgn~Convolut9edStainNssSt@dBtsltRings 2"-1t3" 01-7 IPS Design-Flow Con *hftd S18s VGM StW Bolt Rings(coat.) ZO"-SgV 01-8 DIPS Desagn-FlowConvok4edStaloteN SSW 13OttRtngs 4"_Z.. B1-0 P0 M 0Mign4-jowConvoIuated Epaq CoatedBolt ftV9/4"-i4" B1"10 ps ooslgn•Fiaw Cemrduted Epww eoaeed soft Rir:gi (c0lf)1 V"-"" 81.19 DIPS Design-FiowConvt ulad EpoeKy Coated Bdt i 4_-30" B142 e Spoclncation$hvet#ml:oosign-fga OcitRUV �eM � 01-13 Specs kAftn ShoetMB2:Destgn-FlOw Bolt Ring h rr&HoltTi)(�rterdng 81-14 SpesiAcatlon Sheeti�3;Osatgttfsore►l�t�t9 7e� Bak T Te stDaM B1m1d 712JCall Toll FREE 800)499-6927 Page B1-4 Fax 8Q0 d9 n 1.3 .3.81 issued June 1, 2005 V®raio rn OCT-02-2007 11:30 HD FOWLER PACIFIC 2538638681 P.011 uu,I/uvy DESIGN- Convoluted - Ductile Iran IPS Bolt Rings (font.) r (a Designed Specifically for use r with HDPE Flange Adapters* ASME /ANSI 1316.59 1315,47 CL150 1316.1 CL125 AWWA C207 %D & E (Dimensions in iftehes) 'Patent Pending IPS Bon Number Diameter Nominal OD Ib Hole Of$Ott Of Bolt WPR Weight Sizo Circle Holes Holes (psi) tabs) 16" 1 63 23.50 16.19 21.25 16 1-1/e" 160 39 275 48 18" 1.70 26.00 18.38 22.75 18 1-114" 160 42 2.00 275 53 20" 1.84 27.50 20.38 25.00 20 1-1/4" ISO 57 2.23 275 70 22" 2.41 29.60 22.38 27.25 20 1-3/8" 275 so 24" 216 2.56 32.00 24.38 29.50 20 1-3/8" ISO so 275 103 26" 2.50 34.25 26.38 31.75 24 1-3/8" 200 109 28" 2.59 36.60 28.38 34.00 28 1-318" 200 130 30" 2.2.28 38.75 30.38 36.00 28 1-3/8" 100 l i e I 32" 2.56 41.75 32.38 38-50 28 1-518" 150 165 .4" 2.88 43.75 34.38 40.50 32 t-518" 180 199 36" 2.75 4.6.00 36.38 42.75 x 32 -5/8a 100 193 3.00 160 2 U 42" 3.25 63.00 42.38 49.50 36 1-5/8" 100 266 48" 3.63 59.50 46.50 56.00 44 1 a5/8" 80 354 d 54" 4.03 65.25 54.62 62.76 44 1-7/8" 8® 519 WPR(wo&ing pressure ratblg) is for .heating Rugs ero HOPE Aan9e adapters and includes 9 2:1 aaf@V factor. Those are cast Convoluted ductile iron metal bori rings with 160 boft4wlo pact m; the MM"rial is In complianen eft ASTM A636'GR 65MV12 and surfaced In Bright Red al!based eriarmi paint. iH Toil FREE 8" 499-6927 Pago g1-5 Fax M499- Issued June 1, 2006 Vemian 1.3.81 TOTAL P.011 00/27/2007 11:56 2538450290 SHOPE CONCRETE rHut uL s h W** concrete products Fax Date ,. --a 7-aos 2 'n Number of pages including cover sheet: !L et9�'Gi4°/tiS`FON.Ct�21l,)O/" From: Shir ev Meitxler To: Phone: (253) 848-1551 Phone: _{ g. 4(oV/ WA 1-800-422-7560 Fax Phone: 2( ) 845-0292 Fax phone: _{ ;Ike Re.# Request for Project Information Please provide the following information for the project listed below and return to me as soon as possible. I'd appreciate it if you would provide eom_plete addresses. If you have any questions, please contact me at the number listed above. Thank so much!! PROJECT NAME: LEGAL DESCRIPTION: (Please provide a copy of the legal description.) Your Job Number, if applicable: GENERAL CONTRACTOR: Name: Phone: ( Address: Zip Code PROJECT OWNER: Name: Phone: ( Address: Zip Code 001/27/2007 11:56 2538450290 SHOPE CONCRETE taut ulL shQAJUto% concrete products 1618 E.Main - Puyallup,WA - 98372-3142 Phone: (253)848-15$1 - Fax: (253)845-0292 May 18, 2007 Cornerstone Earth Work Inc PO Box 1269 Buckley, WA 99321-1.269 Attn: Allison Fax: 360-825-4674 Re: Monroe Ave NE Storm System Overflow—Renton. Washington To Whom It May Concern: The materials describes below for the above mentioned project will meet the specifications as listed in the Standard Plans for the"Washington State Department of Transportation" and the "Annual Book of ASTM Standards- 72" Type JJ Catch Basin. WSDOT 13-10.20-00/ASTM C-478 Grade Adjusting Ring WSDOT B-30.90-00/ASTM C-478 Polypropylene Ladder Poly-ASTM D4101/Ladder-ASTM C497 Polypropylene Steps Poly-ASTM D41 01/Steps-ASTM C478 Bestseal Mastic per specifications Bestfitt Gasket Co 6"x 24" Ring and Cover, Ductile WSDOT B-:30.70-00 Sincer ly, Gary R. Pattee Production Manager GRP:sm Re: 927072 Enclosure www.shopeconcrete.com 09/27/2007 11:56 2538450290 SHOPE CONCRETE PAGE 03 manhole products 7211 Type 2 Precast Manhole WSDOT. B-10-20-00 48" &54" Cone Reinforcing 4"min • Minimum 0.120 square inches/per linear foot —� ■ Minimum 0.135 square inches/per linear foot t 16"max Fiat-top Slab Reinforcing ■ #5 deformed rebar ■ Round opening 2' Manhole Wall Reinforcing ~- - • Minimum 0.18 square inches/linear foot 11" T Base Slab Reinforcing -- x 0.24 square Inches/linear foot in both directions 12" • 8 Separated base slab 0.35 square inches/ linear foot bath directions 1'to 61 Hole or Knock Out Dimensions • Maximum hole size is 60 inches _ • 12 inches of minimum distance between holes • 2 Inch diameter lifting holes provided _ Cored holes available Conformity Standards 2'to i 6' d • ASTM C478-97 manhole • ASTM C443 rubber gasket Joint — — -- — — • ASTM D-4101 polypropylene steps and ladders • Washington State APWA/WSDQT Standard -- I 7" 72". -- 7' Options Available • Prechanneled base • Specialized coatings • Sealcon Gu lined base Kor-N-Seal boots Note:drawings not to scale c /1 Shope Enterprises,Inc. (253)e40-1551 1-800-422-7560(Toll Free-WA only) V ��e 1618 East Main Avenue Fax Une 1(253)W-0292 www.shopeconcrate.com concrete l Amducts Puyallup,WA 98372.3142 Fax Une 2(253)864-6172 09/27/2007 11:56 2538450298 SHOPE CONCRETE Taut nti additional manhole items Grade Rings Ring Reinforcing --- ■ Meets ASTMI/WSDO-f specfflcations ■ #3 Rebar hoop Step Cut Outs •24"" ■ 4 inch and 6 Inch have step cut outs for easy _ Installation of steps 5" i NY P 4" Note:drawings not to scale Shn Shope Enterprises.Inc. (253)848-1551 1-B0o-422-7560[Toll Free-WA only] •' )e 161 a east main Avenue Fax tine 1 (253)845-0292 VAMShopeconcrete.com concrete jprWvctv Puyallup,WA 98372-3142 Fax Una 2(253)864-6172 09/27/2007 11:56 2538450290 SHOPE CONCRETE rrwc � = additional manhole items polypropylene Hanging Ladder - 1 CDAPOAA A' item Details • Hall- 9/16 inch round bar,grade 80 • Rung- ##4,grade 60 reba► • Lane international Corporation P.O. Box 925 18067 S.W.Lower Boones Ferry Road Tualatin,Oregon 97062 • www.l aneinternational.COM Flail s" 0 E, o I 12' 12" Rung O c Note.drawings not to scale Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only} (� S c V 161a East Main Avenue Fax Line 1 (253)W-0292 wyyy,yhopeConcrete.cam concrete I products Puyallup.WA 98372-3142 Fax Line 2(253)864-6172 09/27/2007 11:56 2538450290 SHOPE CONCRETE FAUt nb additional manhole items =r am Lane P14M Safety SteP �g�v�.in7oaA1 Forward View Overhead View 13' --- 0 0 °00 o AL ° O O 0 O $. 0 0 0 ° 0 0 �000000000000000©0ooci0000000° 000000000000000000000000000 Side View s aie• _� 4 #4 grade 60 steel reinforcing bar i Note-drawings not to scale sh f'1 Shope emorprlses,Inc. (253)848-1561 1-800-422-7560(Tou Free-WA only) / l 9�/a 1618 East Main Avenue Fax Una 1(253)845-0292 www.shopeconcmt*.com Concrete J PrOdWS Puyallup,WA 98372-3142 Fax line 2(253)864-6172 0.9/27/2007 11:56 2538450290 SHOPE CONCRETE HAUL nr RestFitt Gasket Co., Inc. 768 Butte Ave_S.E. Pacific, WA 98047 (233) 863-9521 GASKET CO.,INC. (253)863 4339 fnx MATERIAL SAFETY DATA SHEET FOR : BestSeal Mastic joint Sealant r5ection I . . . . . . Material Identification and Information **trtrtrtr'�r Chemical Name: ' Formulated Product Trade Name: Proprietary formula Components: Chemical Name & Common Names: N/A Non-Hazardous Ingredients: 1-00% Total 100% ,;�z ? Section Ii , . . . . . . . . . Physical/Chemical Characteristics **fit**43* Boiling Point 600• F(+) Specific Gravity(1­170=1) 1.3 Vapor Pressure (mm Hg and Temperature) NIA Melting Point N(A Vapor Density (air-1) N/A Evaporation Rate N/A Solubility in Water Nil Water Reactive None Appearance and Odor-Slack semi-Solid,Oil Odor **,i�?**Section III . . . . . . . . . . . Fire and Explosion Hazard Datarrr7f� Flash Point and Method used 590°F(+)coc Auto-Ignition Temperature NO Flammability Limits in Air%by Volume NO LEL ND UEL ND Extinguisher Media Ctl Water Spray,fog, Foam, Dry Chemical Special Fine fighting Procedures Avoid breathing fumes unusual'Fire and Explosion Hazards None 768 Butte Ave. S.E. - Pacific,WA 98047 • (253) 883-9521 • FAX (253) 863-4339 09/27/2007 11:56 2538450290 SHOPE CONCRETE *,ortrtvOrSection IV . . . . . .. . . . . . . . . . . . . Reactivity Hazard Data tr'Cr �ttr Stability: ■Stable O Unstable Conditions to Avoid: Avoid Open FWM Incompatibility(Materials to zvoid:) Keep away from strong oxidizers Hazardous Decomposition Products: CO,CO',and other hydrocatbon products Hazardous Polymerization: O May Occur ■Will Not Occur Conditions to Avoid: N/A 4 tr**t rSeetioa V . . . . . .. . . . . . . . . . . . . . . . Health Hazard Data Primary Routes of Entry: O Inhalation O Ingestion 0 Sian Absorption ■ Not Hazardous Carcinogen Listed In: O NM O OSHA O IARC Monograph ■ Not Listed Health Hazards: Acute: None expected when good industrial hygiene practices are used Chronic: None expected Signs&Symptoms of Exposure: Prolonged or repeated contact with the skin may dry out Sensitive skin. Medical Conditions GenetatlY,AWavated by Exposure: See Above EMERGENCY FIRST AID PROCEDURES: Sack Medical assistance for funther treatment,observation and support if neoesmy. Eye Contact Flush with water—seek medical advise Sidn Contact Wash with waterless hatid cleaner and soap and water Inhalation: N/A Ingestion: Do Not Induce Vomiting—Get Medical Advice &t;***Section VI . . . . . . . . . . . . . Control and Protective measures t:rt7*** Respiratory Protection(Specify Type): Normally not required Protective Gloves None Eye Protection None VENTILATION TO BE USED: Local Exhaust Other Protective clothing and Fgnipaent None Hygienic Work Practices Good in&strial hygiene recommended �-Ir-4rSection VII . . . . .Precautions for safe handling and use/leak procedures** Steps to be taken if Material is spilled or released: Remove ignition sources:recover product.Waster Disposal methods: Insure conformity with local disposal regulations. Precautions to be taken in handling and storage: Keep container closed when not in use. Other precautions and/or special hazards: Wash with waterless hand cleaner and soap and water after handling 09/27/2007 11:56 2538450290 SHOPE CONCRETE PAGE UJ E�Fiwtt BestFitt Gasket Co., Inc. GASKET CO...INC. BESTSEA L C:-56 DATA SHEET CHEMICAL COMPOSITION SPECIFICATION REQUIREMENTS C-56 Content of Hydrocarbon,-0/6 by weight ASTM D4-86 50- 70 56.0 Inert Mineral Filter-% by weight AAS14TO T III 30 - 50 44.0 Volatile Matter--% by weight ASTM D-6 2.0 max below I Contains no asbestos fibers C HEM ICA L RES15TANCE (TOTAL IMMERSION- 30 DAYS 5% Sulfuric Acid No visible deterioration 5% Hydrochloric Acid No visible deterioration 5%Potassium Hydroxide No visible deterioration Saturated Hydrogen Sulfide Solution No visible deterioration PHYSI!QAI, PROPERTIES Specific Gravity-- 77°F ASTM D-71 1.2- 1.35 1.27 Ductility - 77°F ASTM D-1 13 5.0 min 10.0 Softening Point - °F ASTM D-36 320 min 380 Penetration - 77-F ASTM D-217 SO - 120 85 Accelerated Aging(Mechanical Oven 4 hours a 212°F) Maintained 99+ % Solids (Flexibility not effected) Elongation initial -77°F 300% min Two Weeks - Total Water immersion 300% min Flow Resistance (1" wide overhead joint exposed to 1357 for 7 days) No Flow Storage Life indefinite Application Temperature Range 10 to 125°F Service Temperature Range -20 to 200OF CONFORi IS TO A.AS11T0 N-1-19811 768 Butte Ave. S.E. - Pacific.WA 96047 (253) 863-9521 - FAX (253) 863.4339 09/27/2007 11:56 2538450290 SHOPE CONCRETE HAbt 1b ' 'k^J 4V JvG 04/24/2003 THU 09_Y•1 r-A3 -)44 Murb Quality Products from BestFitt Gasket Co., Inc. BESTS-PA L-..k-),.L MASTIC GASKET CO.,INC- Best<Serl C-56 joint soalam system art custom*engineered and triwnfaetruvc!to comply with current standards And spctafications rttelttited hyFodmr ,State end local rgvlatwy agencies fit use by the precast cotx*+erte ird ryz secs its contmem. NnstSeai C-56 joint sealants ate supplied in ready-tco-apply+torus 5x all wcadser itsstallatiorrtic mxi eanditiw�c• 3petil c applications are; Stno wy and Storm Sewe7 Miftles Concrete Plpo Box Ctilverts Utility vaults Burial VauitS Septic Tanks Wet Wells Pretest Concrete Well Panel Systems DeuSeal C-56 cealatns remain ptmlenmtly flexible and front pmunatt booft 10 a wide variety of sARSURUS including concrete metals and pl astics. These products ate designed not to shrink or ostidiae And have«odlertt resisimm to envutmurental temPmxturo extremes,acid and alkaline canditions. Adhesion and cohesion actually impravm after joint Jim boon fanned and placed in.service, Best.Seal C-56 i9 a ton-bWdc joint Sealant 13astSeal C-56 meets or exceeds all baste retfuirc meets of pedwal Specifica w SS-.S-210 snd AASHfO M-198. 1 FA 6 EWARA,IM Joint surfaces should be ck an aril cloy. Due io high arltmhm Rualiiny►of BestsseA C-56 prim of din joint surfaces in not noemalty required. However, should wet or unusual applioafkm conditions east, it is recomAWX cd an A&CSive-pruner be vr+-i an tlso joint surface and allowed to dry a n iaimurn of 10 minutes befte tapplicaflan of]60 aeofm*L "f�EI CAL A fELLC- IQiVs. Sealing Concrete Pipe and Culverts Sealing Manholes, Septic Tanks and Vau115- Single Coll Tongue 7onpu. Groora Groove Toa9ue TDnQue Open Joint (3roo*. Closed Joint open Jolm Clo.wd Joint G*oovs Double Coil woore open joint�T'11911 cio.edJoint Open Jaw Cfotao Joint Single colt used with O-ring Joint Tongue ongue ing Sealant open Joint Cloeed Jo1M' GtDO�e �/cove Tongue Ton9oo Groove Groove ppan Joint C 6004 Joint Bes6cA C-56 bonds it>srantly to joint sut�and 10 i=lf. Always butt ends of Pm&nned sralaiwt u>8ether-t*ever ovetiinp, Leave pTv -ilb Telease paper on sealant during*plitation znd temo%*e*dN afl-stt"b.'"i9 reedy for t:eup"n& 'ma joint should theft be coupled with sufficient pramure for proM joint eompletiaa The resulting samidar space af}er s=CjWe is properly 00upted determines the vnfurmr(cToss- soction size)of sealants regairod. 768 Butte Ave. S-E_ • Pacific.WA 98047 - (253) 863-9521 - FAX (253) 863-4330 09/27/2007 11:56 2538450290 SHOPE CONCRETE PAGE 11 F GASKET CO.,.INC. August 19, 2003 David Tejel Shope Concrete Co., 1 416 E. Main Puyallup, WA 98372 RE: BestSeal Mastic Joint Sealer CERTIFICATE OF COMPLIANCE BestFitt Gasket certifies that our BestSeal.Mastic meets or exceeds all basic requirements of Federal Specification SS-S-210, AASHTO --19SE We certify that our BestSeal.Mastic sealer is non-toxic and determined to be safe for use in sealing drinking water supply storage tanks. Sincerely, HBSTFM GA^ET CO., INC. Tari Travis Vice President/Operations 768 Butte Ave. S.E. • Pacific, WA 96047 • (253) 863-9521 •FAX (253) 863-4339 09/27/2007 11:56 2538450290 SHOPE CONCRETE PAGE 12 WATER AND SEWER COVERS HAVE i : i" LIFT HOLE, DRAIN COVERS HAVE 3 — t' LIFT HOLES 1/2- x 3- x 3/8" — NON—SKID PATTERN CAST 0 p Q INTEGRAL ON TOP °o°o va TOP VIEW CZ) ® C::3 0 CZ3 0 1/2- WEB 8 PL. BOTTOM VIEW 0 LETTERS AS SPECIFIED (WATER. SEWER. ETC_) TO BE PLACED HERE 1- - 25' k 26 3/8- COVER 25 4/4- �1 24- 1� 6" /a- 3/a- � 23 3/4- 33 3/4- FRAME APWA STANDARD PLAN #42 OLYMPIC FOUNDRY INC. 24" X 6" MANHOLE RING & COVER IgATL: CAST IRON ASTr A48, CL30 RATING: H-20 IPART NO. MH30A APPROX Wr: MMG-210 Les. CQWR-150 Les. REV. A DATE. 6/23/W HIM eonJ>ER REV DOCLWNT APPR v DWW*. CL DATE: 06/23/0 s e a REV: X DATE• Xk/10t/XX OSC! A BY: DAZE: CHKD CL DAM 06 3 '�• OWG . MN30A SCA1E: N A 1 SHEET 1 0f 1