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INUUMM OLI D , LJ�..ILJL.IULJ����L7 NORTHWEST CASCADE INC. DATE (` W P.O. BOX 73399, PUYALLUP, WA 98373 JOB 800-444-2371 /NORTHI 148BG/FAX 253-848-2545 ATTN: TOL iT�l G F (L-Vl�r 7")•S 'cr - C►r� Re� ofl� 04 -1� -.43 1/2- GENTLEMEN: WE ARE SENDING YOU Attached ❑Under separate cover via the following items: ❑Proposal and Contract ❑Copy of Letter ❑Prints ❑Plans ❑Specifications ❑Subcontract ❑Change Order ❑Sewage Disposal System "As Built' ❑Certificate of Insurance ❑Check 'K S~V L)L�2 COPIES DATE NO. DESCRIPTION Ll C41uC I c13 uP L, Z. 5*c1\/k 0L e _ .- THESE ARE TRANSMITTED as checked below: ❑For Approval ❑For Review and Comment ❑For Signature ❑For Your Use ❑Approved as Noted ❑Return Original ❑As Requested ❑Returned for Corrections ❑Return copy(ies) ❑FOR BIDS DUE DATE ❑PRINTS RETURNED AFTER LOAN TO US REMARKS L . -f�-->rLa�s cl�&L, + L V-1 COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. NC-72(6/12) l muu m O LJ U D , LJLI V L.II.ILJ UMI NORTHWEST CASCADE INC. DATE W P.O. BOX 73399, PUYALLUP, WA 98373 JOB Ifinow 800-444-2371 /NORTHI148BG/FAX 253-848-2545 ATTN: p C RE: TO -2/z GENTLEMEN: WE ARE SENDING YOU ❑Attached ❑Under separate cover via the following items: ❑Proposal and Contract ❑Copy of Letter ❑Prints ❑Plans ❑Specifications ❑Subcontract ❑Change Order ❑Sewage Disposal System "As Built" ❑Certificate of Insurance ❑Check ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑For Approval ❑For Review and Comment ❑For Signature ❑For Your Use ❑Approved as Noted ❑Return Original []As Requested ❑Returned for Corrections ❑Return copy(ies) ❑FOR BIDS DUE DATE ❑PRINTS RETURNED AFTER LOAN TO US REMARKS 0V - hJSM 6 IL- COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. NC-72(6/12) Washington State Department of Transportation Request for Approval of Material Contract SWP-27-3635,WTR-27-3635 FA Number SR Date 10/31/2014 Section Sunset Comm Low Impact Dev Retrofit Stormwater Green Connection County King Contractor NW Cascade Subcontractor Buckley Nursery Co Inc Ann Hemmings For WSDOT Use Only For assistance in completing, see Instructions and Example RAM# PE Hdqtr. Bid Material or Name and Location of Fabricator, Specification Appr'I Appr'I File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No, A52 Wood Chip Mulch- Carpinito Bros 9-14.4(3) Coarse Bark Letter of Cert attached A53 Bioretention Soil Corliss Resources 9-14.1(4) Aggregate&Compost Soil Analysis attached Grain Size Analysis p/ASTM D-422 9-14.1(4) attached to Soil Analysis Aggregate Test Report 9-03.12(7) Sand Sieve attached Compost Tech Data Sheet 9-14.4(8) attached Compost STA Certificate 9-14.4(8) attached Supplier Certificate of Corliss Resources 7-22.3.1(4a) Compliance attached Supplier Description of Equip Corliss Resources 7-22.3.1(4b) and Mixing Method attached Bioretention Soil SAMPLES(2) 7-22.3.1(4) A54 Topsoil Type A Corliss Resources 9-14.1(1) Soil Analysis attached Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1.Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated Into project. 2.Conditionally Approved: Submit Mfg.Cert.Of Compliance for'Approval'prior to use of material. 3.Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4.Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Conditionally Approved: Only'Approved for Shipment'or WSDOT Inspected'material shall be used. 6.Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to OSC Materials Laboratory for Approval Action. 8. Source approved: 9.Approval Withheld: Submit samples for preliminary evaluation. 10.Approval Withheld: 11, Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑Reglon Materials ❑General File [:]Signing Inspection [:]Region Operations Engineer ❑State Materials Lab ❑Fabrication Inspection ❑Other DOT Form 350-071 EF Revised 8/04 AdiOlh` Washington State V Wr Department of Transportation Request for Approval of Material Contract SWP-27-3635,WTR-27-3635 FA Number SR Date 1p/31/2014 Section Sunset Comm Low Impact Dev Retrofit Stormwater Green Connection County King Contractor NW Cascade Subcontractor Buckley Nursery Co Inc Ann Hemmings For WSDOT Use Only For assistance in completing, see Instructions and Example RAM If PE Hdgtr. Bid Material or Name and Location of Fabricator, Specification Appr'I Appr'I File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. Topsoil Type A SAMPLES(2) Mycorrhizae Inoculate Mycorrhizal Applications Inc 9-14.1(1) MycoApply Endo Manufacturer Label attached A55 Recycled Plastic Lumber Trex Company 9-14.8 Edging 2"x 6"x 20' Manufacturer Cut Sht A56 #4 Rebar-15" length Intetwest Metals Plan Sht L-5 Tacoma,WA A57-A6 Plant Material Plant Material Submittal List attached 9-14.6 Supplier Name,Address& Phone A65 Sod-No Net ' Jasper Inc Plan Sht L-4 Tree Stakes 2"x 2"x 6 Cut Sheet attached Tree Guying-Chainlock 1/2" Country Green Turf Farms Plan Sht L-4 Cut Sheet attached Self Watering Tree Bag TreeGator Plan Sht L-4 TreeGator 20 gallon Cut Sheet attached Project Engineer Date State Materials Engineer Date Approval Action Cones for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated Into project. 2.Conditionally Approved: Submit Mfg.Cart,Of Compliance for'Approval'prior to use of material. 3.Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 6.Conditionally Approved: Only'Approved for Shipment'or WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to OSC Material$Laboratory for Approval Action. 8. Source approved: 9.Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: it. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Oontractor [:]Region Materials ❑General File ❑Signlnq Inspection ❑Region Operations Engineer ❑State Materials Lab ❑Fabrication Inspection [—]Other DOT Form 350-071 EF Revised 8/04 - BROTHERS., INC. 1148 North Central Kent,Washington 98032 (253) 854-5692, Seattle:(206) 623-8103, Fax: (253) 854-2158 Assn Bucldey Nursery Co. Inc. 16819 92°d St, E. Sumner, WA 99290 Re: Letter of Certification from Carpinito Brothers, Inc.,to supply Course Berk Mulch Bark or wood chip shall be derived from fir or hemlock species. It will be ground so that a minimum of 95% of the material will pass through a 2-inch sieve and not more than 25%by loose volume will pass through a 44 sieve. The mulch shall not contain excessive resin, tannin, or other compounds in quantities that would be detrimental to plant life. TWml haannkyou, '/ Carpinito Brothers, Inc. S P so tV st 2925 DrI9p 61,Mode:Lake,WA 96637 - wrrw.3001es0aO.c om":(509)765.1622 - Faa:(609)765-0314 - (600)764-1622 ORLISS RESOURCES Date Received: 9/5/2014 106 SUMNER TAPPS HWY E Grower: Sampled Bv: LAKE TAPPS, WA 98391 Field: BIORETENTION Laboratory#: 514-22933 Customer Account#: Customer Sample ID: Soil Test Results Phosphorus Bray mg/kg 57 pH 1:1 7.2 CaC12 pH 6.6 Potassium NH4OAc mg/kg 610 E.C. 1:1 m.mhos/cm 0.77 Boron DTPA mg/kg 0.25 Est Sat Paste E.C. m.mhos/cm 2.00 Zinc DTPA mg/kg 2.5 Effervescence Manganese DTPA mg/kg 7.9 Lbs Acre Copper DTPA mg/kg 0.5 Ammonium - N mg/kg 3.3 11 Iron DTPA mg/kg 16 Organic Matter W.B. % ENR: Calcium NH4OAc meq/100g 4.9 Depth Nitrate-N Sulfate-S Moisture Magnesium NH4OAc meq/100g 1.6 inches mg/kg Ibs/acre mg/kg Inches Sodium NH4OAc meq/100g 0.24 0-12 15.0 48 9 Lime Req Tons/Acre 0.0 Totals 15.0 48 9 Buffer pH SMP 7.2 Sum of Tested N: 59 Ibs/acre N Total Bases NH4OAc meq/100g 8.3 Other Tests: Total-N (mg/kg)= 1792 Total-C(mg/kg) = 21752 C:N = 12.1 Texture: 93.0 % Sand, 5.0 % Clay, 2.0 % Silt Organic Matter (LOI): 6.0 %: Sat. Paste Ca = 5.0, Mg= 3.1, Na = 2.2 meq/L, SAR=0.74, Infiltration = 17.4 In/hr Interpretation Guide Fertilizer recommendations for of ORNAMENTAL-LANDSCAPE after Low Medium High Nitrogen 59 Ibs/acre 55 Ibs/acre of Nitrogen Phosphorus 57 mg/kg 25 Ibs/acre of P2O5 Potassium 610 mg/kg 0 lbs/acre of K2O Sulfur 9 mg/kg 5 Ibs/acre of Sulfur Boron 0.25 mg/kg n ,.a 1 Ibs/acre of Boron Zinc 2.5 mg/kg 0 Ibs/acre of Zinc Manganese 7.9 mg/kg 0 Ibs/acre of Mn We make every effort to provide an accurate analysis of your sample. For reasonable cause we will repeat tests,but because of factors beyond our control in sampling procedures and the inherent variability of soil,our liability is limited to the price of the tests. Recommendations are to be used as general guides and should be modified for specific field conditions and situations. This is your Invoice #: S14-22933 Account#: 148300 Reviewed by: List Cost: test 2925 Driggs Dr.,Moses Lake,"it 98837 - V ww.soiltesdab.com OfFce:(509)765-1622 - Fa :(509)765-0314 - (800)764-1622 Client: CORLISS RESOURCES Sample I.D. BIORETENTION Date Reported: 9/15/2014 3106 SUMNER TAPPS HWY E Laboratory# S14-22933 LAKE TAPPS,WA 98391 Date Received: 09/05/15 Reveiwed by Brent Thyssen,CPSSc Amount: EPA 503 Metals Method Dry Wt. Units Low Normal High EPA Limit Arsenic TMECC 04.12B/04.14A 8.9 mg/Kg 41 Cadmium TMECC 04.12B/04.14A ND mg/Kg 39 Chromium TMECC 04.12B/04.14A 31.1 mg/Kg 1200 Cobalt TMECC 04.12B/04.14A 10.1 mg/Kg Copper TMECC 04.128/04.14A 25.5 mg/Kg 1500 Lead TMECC 04.12B/04.14A 10.9 mg/Kg 300 Mercury EPA7473 0.103 mg/Kg 17 Molybdenum TMECC 04.12B/04.14A ND mg/Kg -- Nickel TMECC 04.12B/04.14A 24.0 m /Kg 420 Selenium TMECC 04.12B/04.14A ND mg/Kg 36 Zinc TMECC 04.12B/04.14A 56 mg/Kg 2800 3050B DIGEST/6010B DETERMINATION 5. S0z test firm Coll sr pants, inc. 1135 DAgav D•.,\1 1 kv,\Vv Yxtl)] v..w.ce4 xl.b.cvm 011wv:(SOYI]M15-1M133 - Fv:(51191]M1S-f131J - (tlM)]M1J-I631 PARTICLE SIZE DISTRIBUTION REPORT CLIENT: CORLISS RESOURCES,INC Date Received 9/5/2014 PROJECT: Date Reported 9/15/2014 Lab M S14.22933 Method:ASTM D422 SAMPLE ID: BIORETENTION approximate USDA Gravel Sand Slit Clay gradation scale medium I fine v.coarse coarse medium I fine v.fine 100% 90% 80% 70% C 60% .N U) 50% a 0 40% 30% 20% % 0% 10 1 0.1 0.01 0.001 Particle Diameter, mm descdption MedGr MedGr FIG, vCoS Cos Cos Cos MedS MedS FtS FIS vFIS SIR seive k 318" 1/4" 4 10 18 20 30 35 40 60 100 200 270 Sand Gravel diameter,mm 9.525 6.35 4.75 2.00 1_00 0.85 0.60 0.500 0A25 0,250 0.150 0.075 0.050 Total Total Retained 0.2% 0.8% 0.7% 26.7% 27.6% 7.6% 11.5% 6.3% 4.4% 8.8% 3.2% 1.5% 0.3% 97.5% 1.7% Passing 99.8% 99.0% 98.3% 71.5% 44.0% 36.4% 24.9% 18.6% 14.2% 5.5% 2.3% 0.8% 0.4% Sand sift clay Graph yaws D. 1.7 Coefficient of Uniformity. 5.0 %ofSamplec2mmj 93.0% 1 2.0% 1 5.0% D� 0.67 Coefficient of Gradation: 0.82 USDA TEXTURAL CLASSIFICATION of SAND D,e 0.33 FRACTION PASSING 2mm SENE Reviewed by: KEB Dale:_9-15-14 CORL/SS RESOURCES� AGGREGATE TEST P.O. Box 487 s a,.•.- u.s Sumner WA 98390 l� 253-863-1569 REPORT fax-253-863-1568 SAMPLED: 8/6/14 REC'D: 8/6 BY: LAB: C.R.I. SAMPLE ID#: 14-462 MATERIAL: WASHED UTILITY SAND STANDARD: ASTM SPEC#: ASTM C33 SAND SAMPLE SIZE(Ibs): 30lbs PIT: Puyallup USAGE: - WEATHER: PLANT: Puyallup SAMPLED AT: Puyallup SAMPLE BLENDED?: No ROUND: SAMPLED BY: TIME: LOCATION: Stockpile FINE/COARSE SPLIT? No SIEVE/WASH SEPARATE? No FM: 2.97 OTHER: ALL WEIGHTS ARE CUMULATIVE TESTING DATE: 9/10/2014 BY: INITIAL TOTAL WV 601..5 15T DRY(PRE-WASHING): 522.3 FINAL TOTAL WT: 507.9 SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT 6" 1.75" 5/8" #10 116.5 450 437.8 #200 505.3 5" 1.5" 1/2" #16 207.4 #60 #270 4" 1.25" 3/8" 0.0 #20 #80 PAN 507.1 3" 1" 1/4" #30 329.5 #100 491.5 c: 3.91 2.5" 1 7/8" #4 0.0 #35 #140 U: 95.58 2" 3 4" #8 1 84.2 #40 #170 DUSTRATIO: SAMPLE RESULTS SIEVE %RETAIN %PASSING MIN MAX SIEVE %RETAIN %PASSING MIN MAX 6" #4 0 100 100 5" #8 16 84 100 4" #10 21 79 3" #16 40 60 85 2.5" #20 2" #30 1 63 37 60 1.75" #35 1.50" #40 1.25" #50 84 16 30 1" #60 7 8" #80 3 4" #100 94 6 10 5 8" #140 1 2" #170 3 8" 0 100 #200 97 3.3 3.0 1 4" #270 SAND EQUIVALENCY: I SINGLE FRACTURED FACE: DOUBLE FF: NO FF: NOTES: NON-CONFORMING#200 VERIFIED BY: QC Mgr. ENTERED BY: Tony Bowman Lead Technician DATE: 9/10/2014 USCOMPOSTING STA Participant Contact Information: c o u N C I L The Compost Factory Sec/ofTeering Attn:Samantha Fleischner A== eu re 17925 Meridian ST E Puyallup,WA 98375 AdElk Product Identification: "T Wirt Washington State CF Fine Department of Transportation Date Sampled/Received 31-Jul-14 Compost Technical Data Sheet for Washington State DOT Projects LABORATORY: Soiltest Farm Consultants 2925 Driggs Dr,Moses Lake,Wa.98837 509-765-1622 Compost Parameters Specification Requirements Test Results %dry weight passing through %dry weight passing Size Classification Sieve Size Fine Medium Coarse Sieve Size TMECC 02.02-B 2" 100 2" 100.0 1" 99-100 100 80—100 1" 100.0 3/4 70—100 3/4 100.0 5/8" 90-100 85-100 5/8" 100.0 1/a" 75-100 70-85 40—60 1/4' 85.3 Maximum Particle Length= 4" 4" 6" Pass Carbon to Nitrogen Ratio(C:N) 18:1 -35:1 25:1 -35:1 19 Total Carbon TMECC 04.01 A 29.5 Total Nitrogen TMECC 04.02D 1.59 pH TMECC 04.11-A 6.0 min. and 8.5 max. 6.0 1:5 slurry Physical Contaminants TMECC 03.08-A less than 0.5 0.00 %dry weight basis Organic Matter Content TMECC 05.07 A 40 min. 59.8 Loss-on-Ignitlon %dry weight basis Soluble Salts TMECC 04.10-A 1:5 Slurry 4.0 max. 3.5 dS/m(mmohs/cm) Maturity Indicator TMECC 05.05 A Germination:80%or greater Germination: 100 Cucumber Bioassay %average of control Vigor:80%or greater Vigor: 99 Stability Indicator TMECC 05.08-B 7 or below 4.7 Carbon Dioxide Evolution Rate mg CO2-C/ OM/day "This compost product has been sampled and tested by the Seal of Testing Assurance Program of the United States Composting Council(USCC),using certain methods from the Test Methods for the Examination of Compost and Composting Manual.Test results are available upon request by contacting the compost producer(address at top of page).The USCC makes no warranties regarding this product or Its content,quality,or suitability for any particular use. Laboratory Number:C14-472 Date Reported:8/26/2014 Analyst: Brent Thyssen,CPSSc brentCcsoillesiiab.conl ' ..«: -: ;. ;,, �.,I �, -- & w •a,: $I`}' ':-.- 3 k' '�' �+°�x':' "- ..� 'mod •gF }a,%.ni ";h. er aaa-:y�; 'Si'..as- �: '. v?�3,� s,+t, -.�.� rnr�cu,3�?^'i^� ,ri.:. {� X �§�•� �. �g�`ar. L' „? 'aR Ya �..-v;�• r a• ' � ..,:i- ,.:. : .:+,.. ,� ,.. .. r -. :,- `ia« .. _,. ,. - 'i' r-,si't� •y� �.rti; ,ea! ,.. .,..._.,Y!" ., i i:.. ,:, v .-,. 'faS' s•. '- •;� <s�`j .::�'ka .�, 3�M;? `.f. t ki= u, u' ::..�g.� ,,,. ,.. -, ,.: � x. s. •, _^= - < � .: �~a '�. '"r is a': r�'4 . ;;.::, +,..�. �.;.:: :.,^.. ":, ..,. �� 7z:r,...,... ' -,.� �� .: -ak,,'§" ..y ,:.;. ,.: �.'� t. ��+, .=fir• ..d.. r a P M NR 031!12; I S e als , ns „*q' t•'. �'''` J J'-"�'P4r•':d'x f 4x: AJC�rt.+}+ ! ,,rk ki+x �5 xl�g���y, 4�. �, .� s� '�I 55'� •'�I � rfi�a - x 7. .a�# �adri'. . , .... .,"� •�:.°r.y..tr .; ,, a: �.,,. „°��a.-.. 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CORLISS RESOURCES TOPSOIL * ■ ■ Job Reference: Sunset Community Low Impact Development Retrofit Contractor: Buckley Nursery Co. CERTIFICATION LETTER— Bioretention Soil his letter certifies that the Bioretention Soil quality complies in the areas as specified Corliss Bioretention Soil is a mix of compost and well-graded aggregate. Consisting of two parts fine compost (35- 40%) by volume and three parts specified aggregate (60-65%) by volume. Compost used for Bioretention soil meets all requirements of Section 9-14.4 (8) Standard specifications for compost. Aggregate used for Bioretention soil meets all requirements of section 9-03.12(7) Bioretention soil has an organic matter content between 4%-8% using Loss on Ignition method. Please contact me if you have any questions. Sincerely, Date: November 4,2014 Jami Burke, CESCL Corliss Resources 253-343-8169 CORLISS RESOURCES --TOPSOIL 9 COMPOST * Job Reference: Sunset Community Low Impact Development Retrofit Contractor: Buckley Nursery Co. Bioretention Soil Mixing Method: Corliss Resources Puyallup Facility will be the designated location for mixing bioretention soil for the above stated project. Corliss does blending on a concrete pad using a 988 front loader. Once material are blended by proportion and the mix is then run through a trammel screen to ensure a completely homogenized finished product. Bioretention soil is blended on a per project basis to ensure consistent quality on any given project. Corliss has an open door policy for product approval prior to shipment. (By appointment) Please contact me if you have any questions. Sincerely, Date: November 4, 2014 Jami Burke, CESCL Corliss Resources 253-343-8169 J ... soiltest z --- ------------------------- 1925 Drlggs DI.,Moses Lake,Ws 96837 vM'W.colllestleD.com OfM (509)765-1622 - Fex:(509)765.0314 - (600)764-1622 ORLISS RESOURCES Date Received: 9/5/2014 106 SUMNER TAPPS HWY E Grower: Sampled Bv: LAKE TAPPS, WA 98391 Field: TYPE A Laboratory#: S14-22932 Customer Account#: Customer Sample ID: Soil Test Results Phosphorus Bray mg/kg 83 pH 1:1 6.6 CaC12 pH 6.4 Potassium NH40Ac mg/kg 1107 E.C. 1:1 m.mhos/cm 0.98 Boron DTPA mg/kg 0.60 Est Sat Paste E.C. m.mhos/cm 2.55 Zinc DTPA mg/kg 5.8 Effervescence Manganese DTPA mg/kg 46.9 Lbs Acre Copper DTPA mg/kg 1.4 Ammonium - N mg/kg 35.9 115 Iron DTPA mg/kg 116 Organic Matter W.B. % ENR: Calcium NH40Ac meq/100g 9.7 Depth Nitrate-N Sulfate-S Moisture Magnesium NH40Ac meq/100g 3.0 inches mg/kg Ibs/acre mg/kg Inches Sodium NH40Ac meq/100g 0.40 0-12 6.3 20 51 Lime Req Tons/Acre 0.0 Totals 6.3 20 51 Buffer pH SMP 6.7 Sum of Tested IN: 135 Ibs/acre N Cation Exchange CEC meq/100g 12.7 Total Bases NH40Ac meq/100g 15.9 Base Saturation NH40Ac % 125.1 ESP ESP % 3.1 Other Tests: Total-N (mg/kg) = 3159 Total-C (mg/kg) = 48735 C:N = 15.4 Texture: 68.0 % Sand, 7.0 % Clay, 25.0 % Silt Organic Matter (L01): 9.4 %: Sat. Paste Ca = 7.3, Mg=4.5, Na = 3.1 meq/L, SAR = 0.72, Infiltration = 3.8 In/hr Interpretation Guide Fertilizer recommendations for of ORNAMENTAL-LANDSCAPE after Low Medium High Nitrogen 135 Ibs/acre 0 Ibs/acre of Nitrogen Phosphorus 83 mg/kg - 3 0 Ibs/acre of P205 Potassium 1107 mg/kg „ ,.s 0lbs/acre of K20 Sulfur 51 mg/kg 0 lbs/acre of Sulfur Boron 0.60 mg/kg 0 Ibs/acre of Boron Zinc 5.8 mg/kg 0 Ibs/acre of Zinc Manganese 46.9 mg/kg 0lbs/acre of Mn We make every effort to provide an accurate analysis of your sample. For reasonable cause we will repeat tests,but because of factors beyond our control in sampling procedures and the inherent variability of soil,our liability is limited to the price of the tests. Recommendations are to be used as general guides and should be modified for specific field conditions and situations. This is your Invoice #: S14-22932 Account#: 148300 Reviewed by: List Cost: 5. sai test farrlx consillrarirs, Luc. ]935 Dcl�a Uc,ile.c•l.t.,\Va xl) rrv.. 1 Wcb.cen Oa�cc Ii091)>5-163] - Fu:(,e$I)A$-Illy -(bM176(-1613 PARTICLE SIZE DISTRIBUTION REPORT CLIENT: CORLISS RESOURCES, INC Date Received 9/5/2014 PROJECT: Date Reported 9/15/2014 Lab# S14-22932 Method:ASTM D422 SAMPLE ID: TYPE A approximate USDA Gravel Sand Silt Clay gradation scale medium fine v.coarse I coarse medium fine I v.fine 100% 90% 80% 70% a1 C 60% .N N 50% (L 0 40% 30% 20% 10% 0% 10 1 0.1 0.01 0.001 Particle Diameter, mm description MedGr MedGr FIGr vCoS Cos Cos Cos MedS MedS FiS FIS vFIS Silt sews# 318" 1/4" 4 10 18 20 30 35 40 60 100 200 270 S.nd Gr-I diameter,mm 9.525 6.35 4.75 2,00 1.00 0.85 0.60 0.500 0�425 0.250 0.150 0.075 0.050 Total Total Retained 2.5% 7.4% 3.0% 16.0% 13.6% 3.8% 7.2% 4.7% 3.9% 12.1% 10.6% 9.8% 2.3% 81.8% 12.9% Passing 97.5% 90.1% 87.1�% 71.1% 57.5% 53.7% 46.6% 41.8% 37.9[% 25.8% 15.2% 5.39!6) 3.0% Cb s.ed sin cla Graoh value. D. 2.1 Coefficient of Uniformity. 8.4 %of Sample<2mm 68.0% 1 25.0% 1 7.0% D. 0.62 Coefficient of Gradation: 0.73 USDA TEXTURAL CLASSIFICATION of SANDY LOAM D,o 0.25 FRACTION PASSING 2mm SENE Reviewed by: KEB Data:_9-15-14 sozitest farm consultants', inc. 2925 Driggs Dr.,Muses L:tke,VVst 98837 - w .soiltestlab.cont OtFce:(509)765-1622 - Fax:(509)76.5-0314 - (800)764-1622 Client: CORLISS RESOURCES Sample I.D. TYPE A Date Reported: 9/15/2014 3106 SUMNER TAPPS HWY E Laboratory# S14-22932 LAKE TAPPS,WA 98391 Date Received: 09/05/15 Reveiwed by Brent Thyssen,CPSSc Amount: EPA 503 Metals Method Dry Wt. Units Low Normal High EPA Limit Arsenic TMECC 04.12B/04.14A 9.4 mg/Kg 41 Cadmium TMECC 04.12B/04.14A ND mg/Kg 39 Chromium TMECC 04.12B/04.14A 34.1 mg/Kg 1200 Cobalt TMECC 04.12B/04.14A 9.3 mg/Kg -- Copper TMECC 04.12B/04.14A 23.4 mg/Kg 1500 Lead TMECC 04.12B/04.14A 17.4 mg/Kg 300 Mercury EPA7473 0.063 mg/Kg 17 Molybdenum TMECC 04.12B/04.14A ND mg/Kg -- Nickel TMECC 04.12B/04.14A 28.1 mg/Kg 420 Selenium TMECC 04.12B/04.14A ND mg/Kg 36 Zinc TMECC 04.12B/04.14A 58 mg/Kg 1 2800 3050E DIGEST/6010B DETERMINATION Application 1Product lycorrhizal MycoApplyl Endo ;Applications,ific. 4WMycoApply`Endo mycorrhizal granular inoculum consists of 4 carefully selected species of endomycorrhizae.About 90% of the world's plant species form with these types of mycorrhizae.These beneficial fungi greatly increase the effective rooting area of plants thereby enhancing plant growth,vigor and tolerance of environmental extremes.MycoAppIrEndo is a granular material containing mycorrhizal fungi that colonize roots and extend into the surrounding soil forming an essential link between plant and soil resources. They greatly increase the root's ability to absorb water and nutrients,while improving plant survival,vigor and health. Directions ant and j Rates:The goal is to create physical contact between the inocul Reduces Inoculum can be hydromulched or banded in rows with seed during Restoration planting at 201bs.per acre.Use 40 to 60 lbs.per acre to broadcast or roto- i - till before planting. Turf Apply during installation or aerification of turf. During installation or aerification of turf use.25 to.5 pound per 1000 sq.ft. Drought stress Water inputs Inoculum can be mixed in planting soil before/during filling cavities, • Transplant shock pots,and trays. May be mixed with mechanical equipment that allows Nutrient loss Nurseries passage of a#8 screen(2.5mm)or larger particles. For propagation:Use I 2-6 pounds per cubic yard,depending on cavity size(higher rates for Increases smaller cavities). Apply in furrow 1 teaspoon per row foot;Cuttings-1/2 teaspoon Plantings under each cutting;Potted Transplants-Use 1-2 tablespoons per gallon planting size; Ball and Burlap plantings -Use 0.5 to 1.5 ounces per inch of stem caliper. Yields f! Fruiting&flowering Agriculture Band or mix with seed at 2 lbs/acre. i Survivability r I ' E Ingredients Promotes 11tell Glomus intraradices,G.mosseae,G.aggregatum,G.etunicatum: Endo's 60,000 propagules/lb. • Rooting • Nutrient uptake I Self sufficient plants I Contact Mycorrhizal Applications, Inc. (866) 476-7800 www.mycorrhizae.com Disclaimer: Statement of Claims:M.A.,Inc.certifies that this product contains the indicated mycorrhizal fungi and propagule rates stated on the label.The mycorrhizal symbiosis is sensitive to environmental conditions and M.A.,Inc.is unable to make guarantees beyond the above statements. Rev.2-20-2012 4OW Transcend Fire Pit Ultra-Low Maintenance(Ulm)Composite Decking (Common:2-in x 6-in x 20-ft;Actual: 1.5-in x 5.5-in x 20-ft) • Trex Transcend@ ultra low maintenance composite deck boards; no sanding,staining or painting required • High-performance shell is fade-, stain-and mold-resistant and cleans easily with soap and water • Soft, splinter-free finish is smooth underfoot • Also available in 16-ft square edge boards • Square edge profile installs with traditional deck screws • Lasting premium color and natural-looking woodgrain • Backed by the Trex@ 25-Year Limited Residential Fade&Stain Warranty • Made of 95% recycled materials • Actual Dimensions: 1.5-in x 5.5-in x 20-ft Actual Length (Inches) 240 Actual Thickness(Inches) 1.5 Actual Width (Inches) 5.5 Color/Finish Family Brown/Tan Warranty 25-year limited Ultra-Low Maintenance (ULM)Yes Package Quantity 1.0 Edge Profile Square Series Transcend Lowe's Exclusive No Common Length (Feet) 20.0000 S� Common Thickness in Inches 2 Common Width (Inches) 6.0000 Product Profiles&Measurements Page 10 of 58 y DESCRIPTION: TRANSCEND 2x4xl6' >> 2x6xl6' >> 2 x 6 x 2 0' S 1 COLOR: Fire Pit, Gravel Path, Tree House, Vintage Lantern http://www.trex.com/build-your-deck/diy/Productprofiles/ 10/31/2014 TREX TRANSCEND`R' TREX ENHANCP'AND TREX✓ UNIVERSAL FASCIA LIMITED FADE & STAIN WARRANTY For the term set forth below,Trex Company,Inc.(hereinafter EXCLUSIONS FROM WARRANTY COVERAGE: 3.Upon confirmation by an authorized Trex representative of "Trex")warrants to the original end-user purchaser(the a valid claim hereunder,Trex's sole responsibility shall be.at its "Purchaser") that Trex Transcend°decking or porch Exposure to Heat:Direct or indirect contact with extreme option,to either replace the affected item or refund the portion planks,or Trex Enhance`decking,or Trex Universal Fascia, heat sources(over 275 degrees)may cause fadingand may of the purchase price paid by Purchaser for such affected item as the case may be(the"Product")will perform,under damage the surface of the Product,and any effects of such (not including the cost of its initial installation).Replacement normal use and service conditions,as follows: exposure are expressly excluded from coverage under this material will be provided that is as close as possible in color. warranty. design and quality as the replaced material,but Trex does not Term of Warranty:The term of this warranty shall begin on the date of original purchase,and shall end(1)twenty- Surface Damage:Never use metal shovels or sharp-edged guarantee an exact match as colors and design may change. five(25)years thereafter for a residential application of the tools to remove snow and ice on the surface of the Product. 4.If a valid warranty claim hereunder is made during years Product,and(2)ten(10)years thereafter for a commercial If the surface of the Product is damaged or punctured,this eleven (11) through twenty-five (25) after the original application of the Product. warranty will be voided. purchase for a residential application, recovery will be Paint or Other Materials Applied to the Product:If paint prorated.If Trex is providing replacement materials,it may Residential/Commercial Application: For purposes of PP this warranty, a"residential application"shall refer to an or other coating materials are applied to the Product,this elect to replace the percentage listed below of boards installation of the Product on an individual residence,and a warranty will be voided. otherwise meeting the requirements for a claim,or if it is "commercial application"shall refer to any installation of the refunding the purchase price, it may elect to refund the Product other than on an individual residence. Railing:This warranty does not cover Trex Transcend'railing percentage listed below of the purchase price of boards components. otherwise meeting the requirements for a claim. Fade Resistance:The Product shall not fade in color from light and weathering exposure as measured by color change Other Exclusions:This warranty shall not cover any condition YEAR OF PERCENTAGE of more than 5 Delta E(CIE)units. attributable to:(1)improper installation of the Product and/ WARRANTYCwM RECOVERY or failure to abide by Trex's installation guidelines,including 11 so% The Product is designed to resist fading. No material is but not limited to improper gapping;(2)use of the Product beyond normal use or service conditions,or in an application 12 80% fade proof when exposed to years of UV exposure and the Y ppi elements.The Product is designed to resist fading,and will not recommended by Trex's guidelines and local building 13 80% not in any event fade by more than 5 Delta E(CIE)units. codes;(3)movement,distortion,collapse or settling of the 14 60% ground or the supporting structure on which the Product Stain Resistance: The Product shall be resistant to is installed;(4)any act of God(such as flooding,hurricane, 1s 60% permanent staining resulting from spills of food and earthquake,lightning,etc.);(5)improper handling,storage, 16 60% beverage items including ketchup,mustard,salad oils,tea, abuse or neglect of the Product by Purchaser,the transferee 77 40% wine,coffee,fruit punch,barbeque sauce,grease,sodas and or third parties;(6)any fading or staining not on the walking other food and beverage related items that would typically surface of the Product(i.e.,the underside or the ends of the 18 40% be present on a residential deck, or mold and mildew Product);or(7)ordinary wear and tear. 19 40% naturally occurring in the environment,provided that such substances are removed from the Product with soap and Procedure for Making a Claim under this Warranty 20 20% water or mild household cleaners after no more than one(1) 21 20% week of exposure of the food or beverage to the surface or In order to make a claim under this warranty,Purchaser first appearance of the mold and mildew must do the following: 22 20% 23 10% Notwithstanding the foregoing, Trex does not warrant 1.If Purchaser is making a claim relating to the warranty 24 10% that the Product is stain-proof,and does not warrant stain on stain resistance, Purchaser must do as follows: resistance resulting from spilled or otherwise applied food 25 10% and beverage substances which are not properly cleaned as (a)Purchaser must try to clean the affected area of the deck 5. THIS WARRANTY SHALL NOT COVER AND TREX provided above within one(1)week of exposure.In addition, by using the cleaning procedures described above within materials not covered in the stain resistant warranty include one(1)week of exposure of the food or beverage to the SHALL NOT BE RESPONSIBLE FOR COSTS AND abrasive compounds of acidic or basic pH,paints or stains, Product or first appearance of the mold and mildew. EXPENSES INCURRED WITH RESPECT T EC THE REMOVAL OF AFFECTED PRODUCT OR THE INSTALLATION OF strong solvents, metallic rust or other abnormal deck REPLACEMENT MATERIALS, INCLUDING BUT NOT use items, and non-food and non-beverage substances, (b)If the affected area remains reasonably unsatisfactory including but not limited to, biocides, fungicides, plant after Purchaser has tried these cleaning procedures. LIMITED TO LABOR AND FREIGHT. food,or bactericides.Mold and mildew can settle and grow then Purchaser must have the affected area of the deck UNDER NO CIRCUMSTANCES WILL TREX BE LIABLE on any outdoor surface,including this Product.You should professionally cleaned at Purchaser's expense. FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL periodically clean your deck to remove dirt and pollen that DAMAGES,WHETHER SUCH DAMAGES ARE SOUGHT IN i can feed mold and mildew.This warranty does not cover (c)If the affected area remains reasonably unsatisfactory CONTRACT,IN TORT(INCLUDING BUT NOT LIMITED TO mold and mildew which is not properly cleaned as provided after the professional cleaning,Purchaser may make a claim NEGLIGENCE AND STRICT LIABILITY)OR OTHERWISE, above within one(1)week of first appearance. under this warranty,provided that such claim is made within AND TREX'S LIABILITY WITH RESPECT TO PRODUCTS thirty(30)days after the professional cleaning. SHALL IN NO EVENT EXCEED THE REPLACEMENT OF Standard Trex Company Limited Warranty:This warranty SUCH PRODUCTS OR REFUND OF THE PURCHASE is in addition to the standard Trex Company Limited Warranty 2.To make a claim under this limited warranty,Purchaser. PRICE,AS DESCRIBED ABOVE. that applies to all Trex products. or the transferee,shall send to Trex,within the warranty Transferability: With respect to a residential application, period referred to above,a description and photographs of Some States or Provinces do not allow the exclusion or the affected area of the Product,proof of purchase,and if limitation of incidental or consequential damages.so the above this warranty may be transferred one(1)time.within the five the claim relates to the warranty on stain resistance,proof limitation or exclusion may not apply to you.This warranty (5)year period beginning from the date of original purchase of compliance with paragraph 1. above, to the following gives you specific legal rights,and you may also have other by the Purchaser,to a subsequent buyer of the property address: rights that vary from State to State or Province to Province. upon which the Trex products were originally installed. With respect to a commercial application,this warranty is freely Trex Company.Inc. Copyright©2013 Trex Company,Inc. transferable to subsequent buyers of the q y property upon Customer Relations which the Trex products were originally installed. 160 Exeter Drive Winchester,VA 22603-8605 I, l BUCKLEY NURSERY COMPANY - LANDSCAPE 11/04/14 * Job Plant Material Submittal List 15 : 16 : 35 Page 1 ---------------------------------------------------------------------- J 0 B Start Code Name Owner/Gen. Contract . Date -------------------------------------------------------------------- 14-357 Sunset Community Lo Impact Dev City of Renton 11/15/14 Harrington & NE 16th St . NW Cascade Inc Renton, WA 1Description Supplier Contact 11 Nyssa sylvatica B1 Tupelo 2 " Urban Forest Nursery Inc Jim 15119 McLean Road 360-428-5810 Mt Vernon, WA 98273 7Kelseyi 2g Hanging Gardens Native Plants Gary P.O. Box 798 (360) 886-7165 Black Diamond, WA 98010 B thunbergii rimson Pygmy 2g Pacific Plants, Inc . Sarah a�rv. sob P.O. Box 226 1 (425) 392-6164 &Yb6Y/,5 x 440ph y 11,E Issaquah, WA 98027 B. thunbergii Crimson Pygmy 2g Pacific Plants , Inc . Sarah P.O. Box 226 1 (425) 392-6164 i Issaquah, WA 98027 U Iris douglasiana Bareroot Fourth Corner Nurseries (wetla Todd liar r O q-ppr, . & 5757 Sand Road 360-592-2250 )k! /te-I . eq v , Bellingham, WA 98226 67�Juncus patens Elk Blue 4 " Pot Pacific Plants, Inc . Sarah P.O. Box 226 1 (425) 392-6164 Issaquah, WA 98027 6W Juncus effusus ' spe ies ' 411P Pacific Plants, Inc. Sarah aPPrr SU19 -fr>,�' U?rf z P.O. Box 226 1 (425) 392-6164 Cre k_e- Issaquah, WA 98027 &-7]J. tenuis/Slender Rush 4 " Pot Pacific Plants, Inc . Sarah P.O. Box 226 1 (425) 392-6164 Issaquah, WA 98027 Nursery Supplies, Vineyard Supplies, Orchard Supplies - Jasper Enterprises Page 1 of 1 iirm¢ rS?eitltfr fiiiei:}iihp aflrttatt "Hccaso Yvc krrasvit's yniit TLft4lro atrt:Flits " TREES AKES.COM Tree Stakes!Landscaping We offer tree stakes made of lodgepole pine from the Pacific Northwest. Tree Stakes are used for many applications: a"-j- "`"r'"j _., Ash-•�'�'•.,,�az•:'.. o landscap)ng tree support staking and nursery supplies " 0 grape staking >>,�•�' " �• .�. o tomato stakes ��`��„'• • trellis e tree props The most common sizes available are: • diameters: 2 1/8", 2 1/2" 3" ® lengths: 51 , 6' 7'. 8', SO', 12' is i << back to products Jasper Enterprises,Inc. P.O. Box 102/Chattaroy, WA 99003/ 1.800.238.6540 sales@jasper-inc.com — home — products — trucking — contact ,_..k �y •a'� .��+,t;,S:..��"r � P" ��'-�sM .,�-c.�_ °'si-.���.�..:::�:�;a:,:�.,:-_.:. ..t."S:._::u:_+.a-..tea:� -_ _ _ _ -'_ — "a� yAi �t3�`� �dit�s n �i web prCs�nce-i=1"ii:t;(]i'rti � i http://WWW jasper-inc.com/tree stakes—landscaping.htlnl 3/4/2005 CountryGreen —, aJ , , I T U R F F A R M S 7725 Yelm Hwy, SE; Olympia, WA 98513 CHAINLOCK SPECIFICATIONS RAINBOW GARDEN PRODUCTS TENSILE STRENGTH: #2 C247 - '/"Chainlock—Standard (27—28 Ibs.) #4 C249 - 1" Chainlock—Standard (47 Ibs.) MATERIAL: BLACK REPROCESSED FLEXIBLE P.V.C. WITH A BRITISH STANDARD SOFTNESS RANGE 30-50. PACKAGING: SUPPLIED IN COILS—100 FEET LINEAR LENGTH. COILS PACKED IN STRONG CARDBOARD CARTON. All of these tests were conducted in the factory in England. Phone 360-456-1006 • Fax 360-459-9688 TREEGATOR° ORIGINAL SLOW RELEASE WATERING BAG FOR SHADE TREES BENEFITS: * •Ideal for newly planted shade or street trees. _ ___ •Reduces transplant and drought shock. �' •100%water absorption with no run-off •Install and fill in minutes with no tools required. •Deep water saturation with every fill. •Fill just 1 to 2 times per week, or as needed.** •Promotes deep rootgrowth. •Non-invasive designwill not harm existing landscape. g P '� • Can be used with nutrient/chemical additives.** •Zip multiple bags together to accomodate large trees. •Made in the U.S.A. with a 5-year limited warranty. "REFER TO WATERWC CAPACITY/FREQUENCY CHART SHOWNBELOW DESCRIPTION: If you plant shade trees,you need a Treegator@ Original Slow Release Watering Bag! Golf courses,parks,cities,nurseries, landscapers,DOT's,resorts and homeowners all love its simple,affordable patented tree watering technology.Makes anyone a watering professional.Perfect for newly planted or established trees up to 8" in caliper,with branches beginning at least 25 inches from the ground or higher.Save time,water,effort and trees! SPECS: Single bag fits min. I inch to max.4 inch caliper tree with WATERING CAPACITY/FREQUENCY CHART: branches at least 25"from the ground or higher. Use a Double Bag setup (2 single bags zipped together TreegatorO Trunk Approx.Water Recommended back-to-back)to water 4 inch to 8 inch caliper trees. Original Caliper Capacity Fills per Made of green oly_ethy_lene with nylon webbing,black polypro Bag Setup (diameter) (per single bag) Week straps an green nylon zippers. 1 2 water release pom er b g. I to 2 inch 15 gallons I Fill per Bag is empty in approximately 5 to 9 hours. (3 to 5 cm) (56.78liters) Week UV stabilized to withstand exposure to sunlight Fill opening fits u to 3" diameter hose. 14.75 to � p g p Single 2 to 3 inch 14.25 gallons 2 Fills per DIRECTIONS FOR USE: Bag Setup (5 to 8 cm) (55.84 to 53.94 liters) Week Place around tree trunk,with the zippers on uphill side of tree. 0.00 inch 25 gallons Varies based Wrap both sides around trunk until zippers meet and zip (sand-alonet) (94.63 liters) on application together from bottom to top. Lift tag to expose fill opening at top of bag. Insert hose into fill opening and begin filling with water. 4 to 5 inch 23.50 gallons I Fill per (10 to 13 cm) (89.95 liters) Week Fill bag to 1/4 capacity, Double Gently lift up on straps at top of bag to expand bottom. Bag Setup* )ba sle Fill to desired level and let empty. (2 single t; 5 to 8 inch 22.75 to 2 Fills per 21 Continuously waters for approximately 5 to 9 hours. (13 to 20 cm .5 gallons ) (21 to 81.11 liters) Week MEASUREMENTS: 'Double Bag setup is two(2)single Treegator•Original bags zipped together back-to-back. Full - 30"tall x 18"wide (at base) tWhen watering older established trees with fully developed root systems,a Double Bag setup can also be used as a stand-alone watering solution(i.e.not wrapped around a trunk) Allen Quynn From: Raymond.Chung@CH2M.com Sent: Wednesday, December 03, 2014 2:05 PM To: Allen Quynn Cc: Raymond.Chung@CH2M.com; dkoonts@hbbseattle.com Subject: FW: Harrington Ave SDC - Topsoil Type A -Compost and Submittal Attachments: 2014.12.1 Change Order#1.pdf, Type A Soil 9-14.1(1) -HBB.pdf Allen, Per our conversation last week, HBB is proposing to mix compost into the topsoil at the tree planting zones to provide more organics to the trees. The mix will have a ratio of 1/3 compost and 2/3 sandy-loam topsoil. This changes will add approximately 1 cy of compost. See more detail in email below. Attached the Topsoil submittal "approved with notes", and a drawing revision (Drawing L-4) showing the revised tree planting backfill material mix. Let me know if you have any questions. Thanks Raymond From: Dean W. Koonts fmailto:dkoonts@hbbseattle.coml Sent: Monday, December 01, 2014 1:53 PM To: Chung, Raymond/SEA Cc:Atchison, Dustin/SEA Subject: RE: Harrington Ave SDC-Topsoil Type A-Compost and Submittal Hi Raymond, I think that it would be most cost and schedule effective if we just ask the contractor to mix compost into the sandy-loam backfill around each tree at a ratio of 1/3 compost and 2/3 sandy-loam.This would result in 1 cubic yard of compost. Cost: If the contractor just buys 1 (cubic feet) bags of compost at home depot prices we're estimating the cost change order would be about $150-$175 depending on contractor mark-ups. Revised planting detail Attached is the planting detailed with revision cloud for use in a potential change order. Back-up calculation: James Urban in his book"Up by the Roots' recommends compost at 30%volume of soil around trees. If each tree has a hole that is about 9.5 cubic feet of volume(minus about 2.5 cubic feet for the mass of the root ball)is 7 cubic feet of back fill.Take a third of that volume is about 2.5 cubic feet of compost per tree.We have 11 trees so 27.5 cubic feet or one cubic yard. Also, attached is the submittal for the Sandy Loam(Topsoil Type A). Dean W. Koonts, ASLA, Principal HBB LANDSCAPE ARCHITECTURE P 206 682 3051 From: Raymond.Chung(OCH2M.com [ma ilto:Raymond.Chung(-KH2M.com] Sent: Wednesday, November 26, 2014 4:20 PM To: Dean W. Koonts Cc: Dustin.Atchison(KIC 12M.com; Raymond.Chu ng@CH2M.corn Subject: Harrington Ave SDC -Topsoil Type A Dean, 1 Just sent an email to the City and called Allen to discuss. He is ok with the idea of adding compost to the topsoil mix for the tree planting area. So, how much compost should we added? Thanks and have a good Thanksgiving Raymond 2 Allen Quynn From: Raymond.Chung@CH2M.com Sent: Wednesday, November 26, 2014 4:17 PM To: Allen Quynn Cc: Raymond.Chung@CH2M.com; dkoonts@hbbseattle.com Subject: RE: Harrington Ave Green Connections - Submittals 038 Attachments: Wood Chip Mulch 9-14.4(3) -HBB.PDF;Tree Stakes Sheet L-4 -HBB.PDF; Tree Tie Sheet L-4 -HBB.PDF; Supplier Certificates 7-22.3.1(4a &4b) -HBB.PDF; Self Watering Tree Bag - Sheet L-4 -HBB.PDF; Recycled lumber edging 9-14.8 -HBB.PDF; Plant material 9-14.6 - HBB.PDF; Mycorrhizal Inoculate 9-14.1(1) -HBB.PDF; 111014 Submittals_038_CH2M.pdf Allen, Attached is the review comments for the submittal. Generally,the submittal material is acceptable with the exception of top soil. Bioretention soil—Approved as noted. Tree Tie—Approved as noted. Watering Bag—Approved. Recycled Lumber—Approved. Mycorrhizal—Approved. Wood Chip—Approved as noted. Tree Skate—Approved as noted. For the top soil type A mix, we originally have a 2 way 50/50 mix of compost of sandy loam soil in the spec. During the last review additional comments were added and thru a phone conversation with Hebe, additional revision was made by deleting the two way mix description. Upon the review by the landscape architect(HBB),they think the soil is fine with the sod but not adequate with the trees. Is it acceptable to add in some compost in the soil mix at the tree planting locations, which is about 11 of them? Thanks Raymond From: Allen Quynn [mailto:aguynn@Rentonwa.govl Sent:Thursday, November 13, 2014 10:48 AM To: Chung, Raymond/SEA Cc:Williams,Jesse/SEA Subject: Harrington Ave Green Connections-Additional Submittals Hi Raymond, Please review attached submittals from the contractor. Thanks, Allen Quynn, P.E. Project Manager City of Renton Surface Water Utility Engineer 425-430-7247 aquynn@rentonwa.gov 2 ` BROTHERS, INC.. 1148 North Central - Kent,Washington 98032 - (253)B54-5692, Seattle:(206) 623-8103, Fax:(253) 854-2158 Note: Wood Chip Mulch shall not have color Submittal Review additive and no pine needles in the mulch. Approved AS Noted -- Dean W. Koonts, ASLA Approval is only for conformance with the design concept of the project and compliance with the information given in the construction documents. Contractor is responsible for A.nz dimensions to be confirmed and correlated at the job site; for information that pertains solely Buckley Nursery Co, 1210, to the fabrication processes or the techniques of 16819 92°d St, E. construction;and for coordination of then Sumer, WA 98290 work of all trades. HOUGH BECK&BAIRD INC. By: Dean W.Koonts,ASLA at 1:42 pm,Nov 21,2014 Re: Letter of Certification from Carpinito Brothers, Inc.,to supply Course Bark Mulch Bark or wood chip shall be derived from fir or hemlock species.It will be ground so that a minimum of 95%of the material will pass through a 2-inch sieve and not more than 25%by loose volume will pass through a 44 sieve. The mulch shall not contain excessive resin, tannin, or other compounds in quantities that would be detrimental to plant life. T h-ank Wtrtaob �/o you, Carpinito Brothers, Inc. Z test f€i-m CE311St1��i m1 I1 inc. 2 025 01199.Dr,Maser W.We 06007 xww.s olltestleb,com omm(5001765.1622 Pen:(500)765-0711 (600)761�1622 ORLISS RESOURCES Date Received: 9/5/2014 3106 SUMNER TAPPS HWY E Grower: Sampled Bv: LAKE TAPPS, WA 98391 Field: BIORETENTION Laboratory#: 514-22933 Customer Account#: Customer Sample ID: Soil Test Results Phosphorus Bray mg/kg 57 pH 1:1 7.2 CaC12 pH 6.6 Potassium NH40Ac mg/kg 610 E.C. 1:1 m.mhos/cm 0.77 Boron DTPA mg/kg 0.25 Est Sat Paste E.C. m.mhos/cm 2,00 Zinc DTPA mg/kg 2.5 Effervescence Manganese DTPA mg/kg 7.9 Lbs Acre Copper DTPA mg/kg 0.5 Ammonium- N mg/kg 3.3 11 Iron DTPA mg/kg 16 Organic Matter W.B. % ENR: Calcium NH40Ac meq/100g 4.9 Depth Nitrate-N Sulfate-S Moisture Magnesium NH40Ac meq/100g 1.6 inches mg/kg Ibs/acre mg/kg Inches Sodium NH40Ac meq/100g 0.24 0-12 15.0 48 9 Lime Req Tons/Acre 0.0 Totals 15.0 48 9 Buffer pH SMP 7.2 Sum of Tested N: 59 Ibs/acre N Total Bases NH40Ac meq/100g 8.3 Other Tests: Total-N (mg/kg)= 1792 Total-C(mg/kg) = 21752 C:N = 12.1 Texture: 93.0 % Sand, 5.0 % Clay, 2.0 % Silt Organic Matter(LOI): ` 6.0 %: Sat. Paste Ca =5.0, Mg=3.1, Na = 2.2 meq/L, SAR=0.74, Infiltration = 17.4 In/hr Interpretation Guide Fertilizer recommendations for of ORNAMENTAL-LANDSCAPE after Low Medium High Nitrogen 59 Ibs/acre 55 Ibs/acre of Nitrogen Phosphorus 57 mg/kg 25 Ibs/acre of P205 Potassium 610 mg/kg 0 Ibs/acre of K20 Sulfur 9 mg/kg 5 Ibs/acre of Sulfur Boron 0.25 mg/kg ._ 1 Ibs/acre of Boron Zinc 2.5 mg/kg = 0 Ibs/acre of Zinc Manganese 7.9 mg/kg 0 Ibs/acre of Mn We make every effort to provide an accurate analysis of your sample. For reasonable cause we will repeat tests,but because of factors beyond our control in sampling procedures and the inherent variability of soil,our liability is limited to the price of the tests. Recommendations are to be used as general guides and should be modified for specific field conditions and situations. This is your Invoice #: S14-22933 Account#: 148300 Reviewed bv: List Cost: s INC. 1148 North Central Kent,Washington 95032 (253)854-5692, Seattle:(206)623-8103, Fax:(253)854-2158 Ann Buckley Nursery Co. Inn. 16819 92°d St, E. Sumner, WA 98290 Re: Letter of Certification from Carpinito Brothers,Inc.,to supply Course Bark Mulch Bark or wood chip shall be derived from fir or hemlock species.It will be ground so that a minimum of 95%of the material'rill pass through a 2-inch sieve and not more than 25%by loose volume will pass through a 44 sieve.The mulch shall not contain excessive resin,tannin, or other compounds in quantities that would be detrimental to plant life. TWtIo hank you, Carpinito Brothers,Inc. .1 h° Itest 2925 Driggs Dr.,Nloaea Lake,Wit 98837 - wtvw.eoittentlab,coin Office-,(509)765-1622 - F1ua(509)765-0314 - (800)764-1622 Client: CORLISS RESOURCES Sample I.D. BIORETENTION Date Reported: 9/15/2014 3106 SUMNER TAPPS HWY E Laboratory# S14-22933 LAKE TAPPS,WA 98391 Date Received:09/05/15 Reveiwed by Brent Thyssen,CPSSc Amount: EPA 503 Metals Method Dry Wt. Units Low Normal High EPA Limit Arsenic TMECC 04.12B/04.14A 8.9 mg/K 41 Cadmium TMECc04.126/04.14A ND mg/Kg 39 Chromium TMECC04.12B/04.14A 31.1 mg/Kg 1200 Cobalt TMECC04.12B/04.14A 10.1 mg/Kg Copper TMECC 04.12B/04.14A 25.5 mg/Kg 1500 Lead TMECC 04.12B/04.14A 10.9 mg/Kg 300 Mercury EPA7473 0.103 mg/Kg 17 Molybdenum TMECC04.128/04.14A ND mg/Kg -- Nickel TMECC04.120/04.14A 24.0 mg/Kg 420 Selenium TMECC04.128/04.14A ND mg/Kg 36 Zinc TMECC04.12B/04.14A 56 mg/Kg 1 2800 3050E DIGEST/60108 DETERMINATION soZ 5> test farna consultants, inc. Office lS.slT t-r.0 -KYdsov)t+s-0]Sa -(Sn.l�u-fail PARTICLE SIZE DISTRIBUTION REPORT CLIENT: CORLISS RESOURCES,INC Date Received 9/5/2014 PROJECT: Date Reported 9/15/2014 Lab# S14-22933 Method:ASTM D422 SAMPLE ID: BIORETENTION approximate USDA Gravel Sand Slit Clay gradation scale medium I fine v.coarse I coarse medium I fine I v.fine 100% 90% 80% 70% C 60°A () N LO 50% a 40% 30°A 20% 10% 0% 10 1 0.1 0.01 0.001 Particle Diameter, mm description MedGr MedGr FIGr vCOS Cos Cos Cos MedS MedS FiS FiS vF15 Sat serve# 318" 1/4" 4 10 18 20 30 35 40 60 100 200 270 Said G.-I diameter,mm 9.525 6.35 4.75 2.00 1.00 0.85 0.60 0.500 0.425 0.250 0.150 0.075 0.050 Total Total Retained 0.2% 0.8% 0.71A 26.7116 27.6% 7.6% 11.5% 6.3% 4.4% 8.8/ 3.2/ 1.5% 0.3'/. 97.5% 1.7°A Passing 99.8% 99.0% ` 98.3% 71.5% 44.0% 36.4% 24.9% 18.6% 14.20% 5.5% 2-3% 0.8% 0.4% sand sm c a Graon V.1- DM 1.7 Coefficient of Uniformity. 5.0 %of Sample c2mm -T, I 2.o% 5.0% D. 0.67 Coefficient of Gradation: 0.82 USDA TEXTURAL CLASSIFICATION of SAND Dro 0.33 FRACTION PASSING 2nm SENE R.vi-d by. NEB Dal.:_9-15-14 CORL/SS RESOURCES P.O. Box 487 AGGREGATE TEST Sumner WA 98390 253-863-1569 REPORT fax-253-863-1568 SAMPLED: 8/6/14 REC'D: 8/6 BY: LAB: C.R.I. SAMPLE ID#: 14-462 MATERIAL: WASHED UTILITY SAND STANDARD: ASTM SPEC#: ASTM C33 SAND SAMPLE SIZE Obs): 30lbs PIT: Puyallup USAGE; - WEATHER; PLANT: Puyallup SAMPLED AT; Puyallup SAMPLE BLENDED?; No ROUND; SAMPLED BY: TIME: LOCATION: Stockpile FINE/COARSE SPLIT? No SIEVE/WASH SEPARATE? No FM: 2.97 OTHER: ALL WEIGHTS ARE CUMULATIVE TESTING DATE: 9/10/2014 1 1 BY: INITIAL TOTALWT: 601.5 1ST DRY(PRE-WASHING); 5223 FINAL TOTALWT: 507.9 SIEVE WEIGHT SIEVE WEIGHT SIEVE' WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT 6" 1.75" 5/8" #10 110.5' #50 437.8 #200 SD5.3 5" 1.5" 1/2" #16 207.4" #60 #270 4" 1.25" 3/8" 0.0 420 #80 PAN 507.1 3" 1 114" 00 329.5 4160 491.5 c: 3.91 2.5" 7/8" #4 0.0 435 #140 U: 95.58 2" 3 4" 1 #8 94.2 #40 r 4170 DUSTRATIO: SAMPLE RESULTS SIEVE %RETAIN %PASSING MIN MAXEEV %RETAIN %PASSING MIN MAX 6 0 10095 100 5 1684a? 100 q 21 79 3" 40 60 5 2.5" #20 2" #30 63 37 = 60 1.75" #35 1.50" #40 = #50 84 16 5 30 1.25 , . 11� #60 7 811 #80 3 4" #100 94 6 10 5 811 #140 1 2" #170 3 8" 0 100 1 I< #200 97 3.3 3.0 1 4 #270 SAND EQUIVALENCY: I SINGLE FRACTURED FACE: DOUBLE FF: NO FF: NOTES: NON-CONFORMING#200 VERIFIED BY: �'z�\ QC Mgr. ENTERED BY: Tony Bowman Lead Technician DATE: 9/10/2014 USCOMPOSTING STA Participant Contact Information: COUNCIL The Compost Factory seal of Tct flag Attn:Samantha Fleischner A!t --e 17925 Meridian ST E Zu allu ,WA 98375 Washington State Product Ident CF Fine Department of Transportation Date Sampled/Received: 31-1ut-14 Compost Technical Data Sheet for Washington State DOT Projects LABORATORY: Soiltest Farm Consultants 2925 Driggs Or,Moses Lake,Wa.98837 509-765-1622 Compost Parameters Specification Requirements Test Results %dry weight passing through %dry weight passing Size Classification Sieve Size Fine Medium Coarse Sieve Size TMECC 02.02-B 2" 100 2" 100.0 1" 99.100 100 80—100 1" 100.0 3/4' 70—10Q 3/4' 100.0 5/8" 9o-1 q0 85-100 5/8" 100.0 1/4' 75-100 70-85 40—60 1/4' 85.3 Maximum Particle Length= 4" 4" 6" Pass Carbon to Nitrogen Ratio(C:N) 18:1-35:1 25:1-35:1 19 Total Carbon TMECC 04.01A 29.5 Total Nitrogen TMECC 04.021) _. 1.59 PH TMECC 04.11-A 6.0 min.and 8.5 max. 6.0 1:5 slurry Physical Contaminants TMECC 03.08 A less than 0.5 0.00 %dry weight basis Organic Matter Content TMECC 05.07 A 40 min. 59.8 Loss-on-Ignition %dry welght bests Soluble Salts TMECC 04.10-A 1:5 Slurry 4.0 max. 3.5 dS/m(mmohs/cm) Maturity Indicator TMECC 05.05A Germination:80%or greater Germination: 100 Cucumber Bloassay %average of control Vigor:80%or greater Vigor: 99 Stability Indicator TMECC 05,08.8 7 or below 4.7 Carbon Dioxide Evolution Rate mg CO2-C/ OM/clay "This compost product has been sampled and tested by the Seal of Testing Assurance Program of the United States Composting Council(USCG),using certain methods from the Test Methods for the Examination of Compost and Composting Manual.Test results are available upon request by contacting the compost producer(address at top of page).The USCC makes no warranties regarding this product or Its content,quality,or suitability for any particular use." Laboratory Number:C14.472 Date Reported:8/26/2014 Analyst: Brent Thyssen,CPSSc brent0soiltes[lab.com STA Participant Contact Information: USasTiNa Pacific Topsoils CUNCtt Attn: JtshRode n sei 4f r rrl❑g 805 80th ST SW t::ureoee Everett,WA08203 425-231.3276 WEWashington State Product Ident(ficatlon: Tine Compost Department of T ran a ® at0on Date Sampled/Received: 7-Au -14 Compost Technical Data Sheet for Washington State DOT Projects LABORATORY: Solltest Farm Consultants 2925 Driggs Dr,Moses Lake,We.96837 509-765-1622 Compost Parameters Specification Requirements Test Results dry weight passing through I.dry weight passing Size Classification Sieve Size Fine Medium Coarse Sieve Size TMECC 02.02-B 2" 100 2" 100 1" 99-100 100 80—100 1" 100 70—100 a/4" 100 5/8" 90-100 85-100 5/8" 100 1/4" 75-100 70-85 40—60 1/4" 78 Maximum Particle Length 1 4^ 1 4" 1 6^ Pass Carbon to Nitrogen Ratio(C:N) 18:1-35:1 25:1-35:1 21 Total Carbon PAECC 04,01A 23.3 Total Nitrogen WECC 04.02D 11.09 pH TMECC04-11-A 6.0 min.and 8.5 max. 7.4 1:5 slurry Physical Contaminants TMECC 03.08-A less than 0.5 0.0 %,try weight basis Organic Matter Content TMECC 05.07 A 40 min. 48.7 Loss-on-Ignitlon q dry weight basis Soluble Salts TMECC 04.10-A 1:5 Slurry 4.0 max. 0.6 dS/m(mmoWern) Maturity indicator TMECC 05.05A Germination:80%or greater Germination: 100 Cucumber Bioassay %average of control Vigor:801%or greater Vigor: 100 Stability Indicator TMECC 05.011-B 7 or below 1.4 Carbon Dioxide Evulullon Rule mg CO2-C/ OM/day "This compost product has boon sampled and tasted by tho San!of Tosting Assurance Program of the United Slates Composting Council(USCC),using certain math❑ds from the Test Methods for the Examinatlan of Compost and Composting Manual.Test results am avallablo upon roquast by contacting the cam osf mdu,.r(addn-saf top efpaga).Tho USCG makes no warranties regarding this product arils content,quality,orsultablilly for anyporilcularuso." Laboratory Number:C14-493 Date Reported:8/28/2014 Analyst: Brent Thyssen,CPSSc brenlPsoiltestlab.com Bioretention Soil Mix meets project specification requirements VAILI�3 4/12I2014 TO 4/12/2095 PAR pl�� '--*N I PAN. USm M A1111, COMA � , C 0 U N C - 1 L Seal of Testing) Assurance Pacific Topsoils, Inge /f it snISwTiA°_:,compost oH.o. 6 US COMPOSTING COUNCIL �`� ■ - - ■ - TOPSOIL * ■ - ■ AGGREGATE Job Reference: Sunset Community Low Impact Development Retrofit Contractor: Buckley Nursery Co. CERTIFICATION LETTER— Bioretention Soil his letter certifies that the Bioretention Soil quality complies in the areas as specified Corliss Bioretention Soil is a mix of compost and well-graded aggregate. Consisting of two parts fine compost (35- 40%) by volume and three parts specified aggregate (60-65%) by volume. Compost used for Bioretention soil meets all requirements of Section 9-14.4 (8) Standard specifications for compost. Aggregate used for Bioretention soil meets all requirements of section 9-03.12(7) Bioretention soil has an organic matter content between 4%-8% using Loss on Ignition method. Please contact me if you have any questions. Sincerely, Date:November 4,2014 Jami Burke, CESCL Corliss Resources 253-343-8169 ' « ,,: f �.i� >x ,>•-x ::.Fe ••Y'.ra,,•�.'r+';x�g�..? ...er .ni ,,x=fix,, (:�z�7'.c 34'e�', .ab ,.-0t•Fc;al_� �.,� M' ,'r�r•, ''t"�i. ;`fir;�: Y ,�� '" �a'�,�� IiF G�.:l.. 'I.l ''$-LS .,k"r�' ,R f .�C,.`c`Y� }''W.:,.,�y !'"t '? w:`�3•`t•.'" 9, „�.. .,y}.3f',ry, �,�` ,•i l.. �'..... i>:�., >r. -..r 'r'3f:._::a..f�i: .." ut.x,":. .;tom', r 2 �:. . �.T•'fs' -^Y. 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F•- •�y� �e ■ ■ ■ ■ ' Job Reference: Sunset Community Low Impact Development Retrofit Contractor: Buckley Nursery Co. Bioretention Soil Mixing Method: Corliss Resources Puyallup Facility will be the designated location for mixing bioretention soil for the above stated project. Corliss does blending on a concrete pad using a 988 front loader. Once material are blended by proportion and the mix is then run through a trammel screen to ensure a completely homogenized finished product. Bioretention soil is blended on a per project basis to ensure consistent quality on any given project. Corliss has an open door policy for product approval prior to shipment. (By appointment) Please contact me if you have any questions. Sincerely, Date:November 4,2014 Jami Burke, CESCL Corliss Resources 253-343-8169 r � Z t�St D ilic. - __ 2925 Dri00s Dr.,Mases Uke,We 0687 wew.sollleslleb.com Ottlev(509(705.1822 • Fex:(600(766-001/ 1800(76/-1622 ORLISS RESOURCES Date Received: 9/5/2014 106 SUMNER TAPPS HWY E Grower: Sampled Bv: LAKE TAPPS, WA 98391 Field: TYPE A Laboratory#: S14-22932 Customer Account#: Customer Sample ID: Soil Test Results Phosphorus Bray mg/kg 83 pH 1:1 6.6 CaC12 pH 6.4 Potassium NH40Ac mg/kg 1107 E.C. 1:1 m.mhos/cm 0.98 Boron DTPA mg/kg 0.60 Est Sat Paste E.C. m.mhos/cm 2.55 Zinc DTPA mg/kg 5.8 Effervescence Manganese DTPA mg/I<g 46.9 Lbs Acre Copper DTPA mg/kg 1.4 Ammonium-N mg/kg 35.9 115 Iron DTPA mg/kg 116 Organic Matter W.B. % ENR: Calcium NH40Ac meq/100g 9.7 Depth Nitrate-N Sulfate-5 Moisture Magnesium NH40Ac meq/100g 3.0 inches mg/kg Ibs/acre mg/kg Inches Sodium NH40Ac meq/100g 0.40 0-12 6.3 20 51 Lime Req Tons/Acre 0.0 Totals 6.3 20 51 Buffer pH SMP 6.7 Sum of Tested N: 135 Ibs/acre N Cation Exchange CEC meq/100g 12.7 Total Bases NH40Ac meq/100g 15.9 Base Saturation NH40Ac % 125.1 ESP ESP % 3.1 Other Tests: Total-N (mg/kg)= 3159 Total-C(mg/kg) = 48735 C:N = 15.4 Texture: 68.0 % Sand, 7.0 % Clay, 25.0 % Silt Organic Matter(LOI): 9.4 %: Sat. Paste Ca=7.3, Mg=4.5, Na =3.1 meq/L,SAR=0.72, Infiltration=3.8 In/hr Interpretation Guide Fertilizer recommendations for of ORNAMENTAL-LANDSCAPE after Low Medium High Nitrogen 135 Ibs/acre 0 Ibs/acre of Nitrogen Phosphorus 83 mg/kg 0 Ibs/acre of P205 Potassium 1107 mg/kg r,= 0 Ibs/acre of K20 Sulfur 51 mg/kg 0 Ibs/acre of Sulfur Boron 0.60 mg/kg 0 Ibs/acre of Boron Zinc 5.8 mg/kg 0 Ibs/acre of Zinc Manganese 46.9 mg/kg 0 Ibs/acre of Mn We make every effort to provide an accurate analysis of your sample. For reasonable cause we will repeat tests,but because of factors beyond our control in sampling procedures and the inherent variability of soil,our liability is limited to the price of the tests. Recommendations are to be used as general guides and should be modified for specific field conditions and situations. This is your Invoice #: S14-22932 Account#: 148300 Reviewed by: List Cast: Application Instructionsby Product • IMycoApplyl Endo pplicat • MycoApplr Endo mycorrhizal granular inoculum consists of 4 carefully selected species of endomycorrhizae.About 90% of the world's plant species form with these types of mycorrhizae.These beneficial fungi greatly increase the effective rooting area of plants thereby enhancing plant growth,vigor and tolerance of environmental extremes.MycoApply'Endo is a granular material containing mycorrhizal fungi that colonize roots and extend into the surrounding soil forming an essential link between plant and soil resources. They greatly increase the root's ability to absorb water and nutrients,while improving plant survival,vigor and health. Directions Reduces Inoculum can be hydromulched or banded in rows with seed during Restoration planting at 20 lbs.per acre.Use 40 to 60 lbs.per acre to broadcast or roto- 3 till before planting. 4 Turf Apply during installation or aerification of turf. During installation or aerification of turf use.25 to.5 pound per 1000 sq.ft. Drought stress Water inputs i Inoculum can be mixed in planting soil before/during filling cavities, • Transplant shock ! pots,and trays. May be mixed with mechanical equipment that allows Nutrient loss Nurseries passage of a#8 screen(2.5mm)or larger particles. For propagation:Use 2-6 pounds per cubic yard,depending on cavity size(higher rates for Increases smaller cavities). ~' Apply in furrow 1 teaspoon per row foot;Cuttings-112 teaspoon Plantings under each cutting;Potted Transplants-Use 1-2 tablespoons per i gallon planting size; Ball and Burlap plantings -Use 0.5 to 1.5 ounces per inch of stem caliper. • Yields • Fruiting&flowering [Agriculture Band or mix with seed at 21bs/acre. • Survivability i f Ingredients Promotes I -- -- 7Glomusintraradices,G.mosseae,G.aggregatum,G.etunicatum: Endo's ropagules/lb. . Rooting • Nutrient uptake • Self sufficient plants Contact Mycorrhizal Applications, Inc. 4 (866) 476-7800 ♦ www.niycorrhizae.com Disclaimer: Statement of Claims:M.A.,Inc.certifies that this product contains the indicated mycorrhizal fungi and propagule rates stated on the label.The mycorrhizal symbiosis is sensitive to environmental conditions and M.A.,Inc.is unable to make guarantees beyond the above statements. Rev.2-20-2012 4W C01 d-1 ,Transcend Fire Pit Ultra-Low Maintenance(Ulm)Composite Decking (Common:2-in x 6-in x 20-ft;Actual: 1.5-in x 5.5-in x 20-ft) • Trex Transcend®ultra low maintenance composite deck boards;no sanding,staining or painting required • High-performance shell is fade-,stain-and mold-resistant and cleans easily with soap and water • Soft, splinter-free finish is smooth underfoot • Also available in 16-ft square edge boards • Square edge profile installs with traditional deck screws • Lasting premium color and natural-looking woodgrain • Backed by the Trex®25-Year Limited Residential Fade&Stain Warranty • Made of 95%recycled materials • Actual Dimensions: 1.5-in x 5.5-in x 20-ft Actual Length (Inches) 240 Actual Thickness(Inches) 1.5 Actual Width (Inches)5.5 Color/Finish Family Brown/Tan Warranty 25-year limited Ultra-Low Maintenance(ULM)Yes Package Quantity 1.0 Edge Profile Square Series Transcend Lowe's Exclusive No Common Length (Feet)20.0000 `Sl Common Thickness in Inches 2 Common Width (Inches)6.0000 Submittal Review BUCKLEY NURSERY COMPANY Approved 11/04/14 * Job Plant Material Subm Approval is only for conformance with the 15 : 16 : 35 design concept of the project and compliance Page 1 ---------------------------------------------- J 0 B with the information given in the construction Start Owner Code Name documents. Contractor is responsible for Date dimensions to be confirmed and correlated at ---------------------------------------------- 14-3 57 Sunset Community Lo Impact Dev City the job site; for information that pertains solely 1/15/14 Harrington & NE 16 th S t. NW Ca to the fabrication processes or the techniques of Renton, WA construction;and for coordination of the work of all trades. Qhl Description Supplier HOUGH BECK&BAIRD INC. act By: Dean W.Koonts,ASLA at 1:50 pm,Nov 21,2014 It Nyssa sylvatica Bl Tupelo 2" Urban Forest 15119 McLean - -5810 Mt Vernon, WA 98273 35 7Kelseyi 2g Gardens Native Plants Gary HBB approved this substituion x 798 (360) 886-7165 9/4/14 i amond, WA 98010 �(v�o B thunbergii rimson Pygmy 2g Pacific Plants, Inc. Sarah alge-v. Soo Y P.O. Box 226 1 (425) 392-6164 // &y h6r6 .5 x S �Iophyl��- Issaquah, WA 98027 �rB. thunbergii Crimson Pygmy 2g Pacific Plants, Inc. Sarah HBB approved this substituion 6 1 (425) 392-6164 9/4/14 A 98027 Iris douglasiana Bareroot Fourth Corner Nurseries (wetla Todd r(Irpg �ppr�, 116 5757 Sand Road 36Q-592-2250 �'jti �� Bellingham, WA 98226 67�Juncus patens Elk Blue 4" Pot Pacific Plants, Inc. Sarah HBB approved this substituion 1 (425) 392-6164 9/4/14 98027 Juncus eff s ' spe ies ' 4"P Pacific Plants, Inc. Sarah �PPr� svi� f� IU�rtZ P.O. Box 226 1 (425) 392-6164 r Issaquah, WA 98027 J. tenuis/Slender Rush 411 Pot Pacific Plants, Inc. Sarah P.O. Box 226 1 (425) 392-6164 Issaquah, WA 98027 PACIFIC TOPSOILS,INC. a service company 805 80}h st SW, Everett, WA. 98024 (425)337-2700/ FAX(425) 316-0632 Bioinfiltration Soil Shall by 60% mineral aggregate and 40% compost. The bioretention soil and mineral aggregate meets specification individually. However, Project specification section 9-14.1 requires the mix to have organic matter content of 4% to 8% using the loss on ignition method. Please provide overall organic matter result. A soil sample should be provided to show the soil is blended to produce a homogeneous mix. Conditional approved provided the overall organic matter meets the specifications requirements. Need to provide additional information. Recycling Since 1985 r 7 7AI F' \ ■ S 'LS' N s a service company 805 80th st SW, Everett, WA. 98024 (425) 337-2700/ FAX (425)316-0632 ioinfiltration Soil Media Mineral Aggregate OW— ®a Recycling Since 1985 f LAKESIDE ESIIaE INDUSTRIES Sample No. 1 Sieve Analysis Date 8/28/2013 Material: Issaquah Sand Time Contract No. Wt.Of Sample 1453.2 Sample From Issaquah A-189 Total Screen Weight Weight Total Speclfication Size Retained Retained %Retained %Passing %Passing ASTM C-33 1 1/2" 1 IMP 1" 318" 100 1/4" 0 0 100 #4 0 0 100 95-100 #6 60 4 96 #8 139 10 90 80-100 #1.0 199 14 86 #16 375 26 74 50-85 #20 547 38 62 #30 701 48 52 25=60 #40. 962 66 34 #50 1167 80 20 10-30 #80 1313 90 10 #100 1370 94 6 2-.10 #200 1421.2 97.8 2.2 0-5 Pan Fracture Aggregate meets project 1" S.E. 82 specification requirements 3/4" 1/2" D60 = 0.75 Cu = 7.5 3/8" D30 = 0.38 Cc= 1.3 11411 D10 = 0.15 Well Graded San = s #4 #10 Tested By: David Bell, P.E. P.D. Box 7016, Issaquah,WA 98027 a(425) 313-2600 a(425)3.13-2620/FAX AN EQUAL OPPORTUNITY f pwuri-WA.ST.CUNT.REG.NO.223-01 LA-KE•SV274JO-OR.ST.CONT.REG.N0.CC8108542 7 PA C I F I C", a service company 805 80th st SW, Everett, WA. 98024 (425) 337-2700/ FAX(425) 316-0632 Bioinfiltration Soil Media Fine Compost conforming to section 9-14.4(8) of the WSDOT standard specifications. No visible water or dust produced when handling. Shall originate minimum of 65% by volume from recycled plant waste as defined by WAC 173-350-100 as "Type I Feedstocks". Type II and IV Feedstocks shall no be used, and type III feedstock shall not exceed 35% by volume. Organic material shall be 40-65%. Carbon to nitrogen ratio shall be less than 25:1. ■a Recycling Since 1985 STA Participant Contact Information: us COMPOSTINGtNa PacificAttn:J TopsJosh hRods couxcrL Attn:JoshRoden Serf of Terr;ag 805 80th ST SW '4iriran`° Everett,WA98203 425-231.3278 Aft Product(dentilicatlon: Tine Com Washington State Post airtnierlt of Transportation Date Sampled/Received: 7-Au -14 Compost Technical Data Sheet for Washington State DOT Projects LABORATORY: Solilesl Farm Consultants2925 Driggs Dr,Moses Lalce,Wa.98637 509-765-1622 Compost Parameters Specification Requirements Test Results dry weight passing through 96 dry weight passing Size Classification Sieve Size Fine Medium Coarse Sieve Size TMECC 02.02-B 2" 100 2" 100 1" 99-1o0 100 80-100 V 100 a/4" 70—100 3/4" 100 5/8" 90-100 85-100 5/8" 100 Y4" 75-100 70-85 40—60 1/4" 78 Maximum Particle Length= 4" 4" 6" Pass Carbon to Nitrogen Ratio(C:N) 18:1-35:1 25:1-35:1 21 Total Carbon TMECC 04.01A 23.3 Total Nitrogen TMECC 04.020 1.09 pH TMECC04.11•A 6.0 min.and 8.5 max. 7.4 1:5 slurry Physical Contaminants TMECC 03.08-A less than 0.5 0.0 %dry watghl basis Organic Matter Content TMECC 05.07A 40 min. 48.7 Loss-on-Ignitlon %dry weight basis Soluble Salts TMECC 04.10-A 1:5 Slurry 4.0 max. 0.8 dS/m(mmohslcm) Maturity Indicator TMECC 05.05A Germination:80%or greater Germination: 100 Cucumber Sloassay %average of control Vigor:80%or greater Vigor: 100 Stability indicator TMECC 05.00-a 7 or below 1.4 Caihon Dioxide Evolution Rate mg CO2-C/ OM/day '7hi9 compost product has boon samplod and rested by tho Seal of Tasting Assurance Program of the United States Composting Council(USCC),using certain methods from the Toss Mothods for the Eramfnatlon of Compost and Composting Manual.Test results am avaliablo upon request by contacting the cam ost mducar(address at top orpogo).The USCC makos no warmnilos regarding this product arlts content,quality,orsultablilly for any particularuse." Laboratory Number:C14.493 Date Reported:6/28/2014 Analyst: Brent Thyssen,CPSSc bren0soiltesllab.com Bioretention Soil Mix meets project specification requirements VAI,IIi 4/12I2014 TO 4/12/2015 PAR II PA C 0 M P 0 S T I N G C 0 U N C - 1 L Seal of Testing Assurance Pacific Topsoils, Inc. If` it isn�..�T.4co_mpost mIDae. Mf US COMPOSTING COCJNCII. y NOHOIH RECEIVE. HEALTH DISTRICT W W W.SNOHD.ORG Environmental Health Division SOLID WASTE F'.A.CILITY PERMIT # SW-093 Issued by the Snohomish Health District in accordance with the provisions of Chapter 70.95 of the Revised Code of Washington (RCW), Chapter 173-350 of the Washington Administrative Code (WAC) and the Snohomish Health District Sanitary Codes, Chapter 3.1 and 3.2 (Adopted text of WAC 173-350). PERMIT PERIOD: JUL Y 1, 2014 TO JUNE 30, 20116 PERMITTEE AND ADMINISTRATIVE INFORMATION NAME OF FACILITY: Pacific Topsoils, Inc. Composting - Maltby FACILITY LOCATION: 8616 219th Street SE, Woodinville, Washington 98072 FACILITY OWNER: Sandra Forman FACILITY OPERATOR: Janusz Bajsarowicz PHONE: 425.337.2700 PERMIT TYPE: Composting Facility over 30,000 tons ANNUAL FEE: $4,368.00 plus $168 per hour for each additional hour over 26 hours The conditions of this permit are contained on the following pages. This permit is the property of the Snohomish Health District and may be suspended or revoked upon violation of any rules and regulations applicable hereto. This permit is not transferable to a different site, and must be renewed annually. This permit or a legible copy must be displayed or stored in a manner, which allows easy access, by operating personnel. / Ali, _/ - ?O1 Anne Ifred, MPH, R -' Date of Issuance Solid Waste and Toxics Section Environmental Health Division Page 1 of 6 3020 Rucker Avenue, Suite 104 11 Everett, WA 98201-3900 IN tel: 425.339.5250 a fax: 425.339.5254 GRAIN SIZE ANALYSIS - MECHANICAL Date Sampled Project Project No. Soil Description 4/18/2014 Pacific Topsoils KE110410A Wood Chips Tested By Location EB/EP No Depth Intended Use/Specification Ms Import Delivered Wt,of moisture wet sample+Tare 375.1 Total Sample Tare 518.75 Wt.of moisture dry Sample+Tare 375 Total Sample wt +tare 796.82 Wt.of Tare 225.13 Total Sample Wt 278.1 Wt.of moisture Dry Sample 149.87 Total Sample Dry Wt 277.9 Moisture% 0% Specification Requirements Sieve No. Diam. mm Wt. Retained %Retained % Passing Minimum Maximum 3.5 90 100.00 - 3 76.1 100.00 2.5 64 100.00 Submittal Review 2 50.8 100.00 1.5 38.1 - 100.00 Revise & Resubmit 1 25.4 102.21 36.78 63.22 Approval is only for conformance with the 5/8 16 155.28 55.88 44.12 design concept of the project and compliance 3/8 9.51 241.02 86.73 13.27 with the information given in the construction #4 4.76 267.42 96.23 3.77 #8 2.38 273.62 98.47 1.53 documents. Contractor is responsible for #10 2 274.74 98.87 1.13 dimensions to be confirmed and correlated at #20 0.85 274.78 98.88 1.12 the job site; for information that pertains solely #60 0.25 274.82 98.90 1.10 to the fabrication processes or the techniques of #100 1 0.149 274.83 98.90 1 1.10 construction;and for coordination of the #200 1 0.074 274.84 1 98.90 1 1.10 work of all trades. US STANDARD SIEVE NOS. HOUGH BECK&BAIRD INC. 3 3/4" NO.4 NO.16 NO.40 By; Dean W.Koonts,ASLA at 8:19 am,Nov 06,2014 100 17X :Z1 I I � � 80 Note: Wood Chip Mulch submittal does not provide enough V information to review per 9-14.4(3). Provide ii so information per 9-14.4(3): 1) tree species used to obtain the bark; 40 2) that bark is not derived from pine needles; 3) that bark does not contain resin, tannin, or other 20 compounds or infestations in quantities that would be detrimental to plant vigor; 4) that bark has not had color added. 0 100 10 1 0.1 0.01 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Grain Size,mm ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave.,Suite 100 Kirkland,WA 98033 425-827-7701 FAX 425-827-5424 5 tP 1l'tll Ctli�Sil�tg.3"It.53 311C. 2025 DIIQOs 01.,Moses Lake,Wa 01637 wwx.t0111esllsb.cOM Office!(5091765.1022 Fek:(500)765-0314 (100)766.1622 ORLISS RESOURCES Date Received: 9/5/2014 106 SUMNER TAPPS HWY E Grower: Sampled Bv: LAKE TAPPS, WA 98391 Field: TYPE A Laboratory#: S14-22932 Customer Account#; Customer Sample ID: Soil Test Results Phosphorus Bray mg/kg 83 pH 1:1 6.6 CaC12 pH 6.4 Potassium NH40Ac mg/kg 1107 E.C. 1:1 m.mhos/cm 0.98 Boron DTPA mg/kg 0.60 Est Sat Paste E.C. m.mhos/cm 2.55 Zinc DTPA mg/kg 5.8 Effervescence Manganese DTPA mg/kg 46.9 Lbs Acre Copper DTPA mg/kg 1.4 Ammonium-N mg/kg 35.9 115 Iron DTPA mg/kg 116 Organic Matter W.B. % ENR: Calcium NH40Ac meq/100g 9.7 Depth Nitrate-N Sulfate-5 Moisture Magnesium NH40Ac meq/100g 3.0 inches mg/kg Ibs/acre mg/kg Inches Sodium NH40Ac meq/100g 0.40 0-12 6.3 2 Submittal Review Lime Req Tons/Acre 0.0 Totals 6.3 2 Buffer pH SMP 6.7 Sum of Tested N: 135 Approved As Noted Cation Exchange CEC meq/100g 12.7 Approval is only for conformance with the design concept of the project and compliance Total Bases NH40Ac meq/100g 15.9 with the information given in the construction Base Saturation NH40Ac % 125.1 documents. Contractor is responsible for ESP ESP % 3.1 dimensions to be confirmed and correlated at the job site; for information that pertains solely Other Tests: to the fabrication processes or the techniques of Total-N (mg/kg)= 3159 Total-C(mg/kg)= 48735 C:N = construction;and for coordination of the Texture: 68.0 % Sand, 7.0 % Clay, 25.0 % Silt "cork of all trades. Organic Matter(1-01): 9.4 %: HOUGH BECK&BAIRD INC. Sat. Paste Ca =7.3, Mg=4.5, Na=3.1 meq/L,SAR=0.72, Infilt tion =3.8 Ir By: Dean W.Koonts,ASLA at 1:41 pm,Dec 01,2014 Meets USDA classification for "Sandy Loam, but contractor to be Interpretation Guide Fe ilizi aware that it is very near being of ORNAMENTAL- 11Loamy Sand15 and high silt Low Medium High content may present drainage issues. Nitrogen 135 Ibs/acre .,..r, .. _ 0 Ibs/acre of Nitrogen Phosphorus 83 mg/kg 0 Ibs/acre of P205 Potassium 1107 mg/kg = __ 3 ;:. 0 Ibs/acre of K20 Sulfur 51 mg/kg 0 Ibs/acre of Sulfur Boron 0.60 mg/kg 0 Ibs/acre of Boron Zinc 5.8 mg/kg _ 0 Ibs/acre of Zinc Manganese 46.9 mg/kg 0 Ibs/acre of Mn We make every effort to provide an accurate analysis of your sample. For reasonable cause we will repeat tests,but because of factors beyond our control in sampling procedures and the inherent variability of soil,our liability is limited to the price of the tests. Recommendations are to be used as general guides and should be modified for specific field conditions and situations. This is your Invoice #: S14-22932 Account#: 148300 Reviewed by: List Cost: soiltest farm consultants,inc. mo�a..a. :.. F..unn.s-mh. PARTICLE SIZE DISTRIBUTION REPORT cuENT: CORLISS RESOURCES,INC Date9ece)red 915/2014 PROJECT: Date Reported 9/15/2014 Lab 9 Sta-22932 Method:ASTM D422 SAMPLE D: TYPE A approwmate USDA Gavel Sand $ot Ga 9ada9on scale md eum I fine r ae I coa I medium I floe I r.fine 100% 90% 80% 70% C 60% y N To so% a ao% 0 30°[, 20% 1096 0% 10 1 0.1 0.01 0.001 Particle Diameter,mm -no- MadO MadG, Fier rCOS Cob COS Cos MadS MedS RS M rM SR saivei S/8' 1/4' 4 110 to a30 35 40 60 100 204 270 4and pnrrl dam-mm 952 am 4J5 2.00 1.00 am 0.60 -oa 0125 0250 0.150 OA75 0.05o Total Toai Retained 2.5% 7A% 3.0% 16.0% 13.6% 3.8% 7.2% 4.7% 3.9% 12.1% 10.VA 9.8% 2.3% 81.8% 12.9% Passing 97.5% 90.1% 87.1% 71.1% 57.5% 53.7% 46.6% 41.9% 37.9% 25.8% 152% 513%/3.0% S0i Cla DM 2.1 COefflclent of Uniformity: 8.4 %af Sample 2mm 68.0% 25.0% 7.0% Da 0.62 CoefOclent of Gradation: 0.73 USDA-URALCtASSFICATION of SANDl-- Da1 025 FRACTION PASSWG 2-SEJVE WVYard 4r ifEB Doa:_ft5-f1 test Tad`": consult 1, inc.. 2925 Driggs Dr.,Moscs Lakc,\l%/si 98837 - wt+w.50i1tcrtl1b.c0m Office:(509)765-1622 - Fax:(509)765-0314 - (800)764-1622 Client: CORLISS RESOURCES Sample I.D. TYPE A pate Reported: 9/15/2014 3106 SUMNER TAPPS HWY E Laboratory# S14-22932 LAKE TAPPS,WA 98391 Date Received: 09/05/15 Reveiwed by Brent Thyssen,CPSSc Amount: EPA 503 Metals Method Dry Wt. Units Low Normal High EPA Limit Arsenic TMECC04.12B/04.14A 9.4 mg/Kg 41 Cadmium TMECC04.12B/04.14A ND mg/Kg 39 Chromium TMECC04.128/04.14A 34.1 mg/Kg 1200 Cobalt TMECC04.128/04.14A 9.3 mg/Kg _. Copper TMECC 04.12B/04.14A 23.4 mg/Kg 1500 Lead TMECC04AM04.14A 17.4 mg/Kg 300 Mercury EPA7473 0.063 mg/Kg 17 Molybdenum TME0004.12B/04.14A ND mg/Kg __ Nickel TME0004.12B/04.14A 28.1 mg/Kg 420 Selenium TMECC04.128/04.14A NO mg/Kg 36 Zinc TMECC04.128/04.14A 58 mg/Kg 2800 3050E DIGEST/60108 DETERMINATION CountryGreen Note: This is a substitution of the webbed fabric Submittal Review tape in details on Sheet L4. Substitution is Approved As Noted acceptable. Approval is only for conformance with the -- Dean W. Koonts, ASLA design concept of the project and compliance with the information given in the construction CHAINLOCK SPECIFICATIONS documents. Contractor is responsible for RAINBOW GARDEN PRODUCTS dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or the techniques of construction;and for coordination of the TENSILE STRENGTH: work of all trades. #2 C247 - '/2"Chainlock—Standard (27—28 Ib5 HOUGH BECK&BAIRD INC. 44 C249 - 1" Chain)ock—Standard(47 lbs.) By: Dean W.Koonts,ASLAat 1:46 pm,Nov 21,2014 MATERIAL: BLACK REPROCESSED FLEXIBLE P.V.C.WITH A BRITISH STANDARD SOFTNESS RANGE 30-50. PACKAGING: SUPPLIED IN COILS—100 FEET LINEAR LENGTH. COILS PACKED IN STRONG CARDBOARD CARTON. All of these tests were conducted in the factory in England. Phone 360-456-1006 • Fax 360-459-9688 S OHOMISH RECEIVED HEALTH DISTRICT u F WWW.SNOHD.ORG u I Environmental Health Division SOLID WASTE FACILITY PERMIT # SW-493 Issued by the Snohomish Health District in accordance with the provisions of Chapter 70.95 of the Revised Code of Washington (RCW), Chapter 173-350 of the Washington Administrative Code (WAC) and the Snohomish Health District Sanitary Codes, Chapter 3.1 and 3.2 (Adopted text of WAC 173-350). PERMIT PERIOD: JUL Y 1, 2014 TO JUNE 30, 2015 PERMITTEE AND ADMINISTRATIVE INFORMATION NAME OF FACILITY: Pacific Topsoils, Inc. Composting - Maltby FACILITY LOCATION: 8616 219th Street SE, Woodinville, Washington 98072 FACILITY OWNER: Sandra Forman FACILITY OPERATOR: Janusz Bajsarowicz PHONE: 425.337.2700 PERMIT TYPE: Composting Facility over 30,000 tons ANNUAL FEE: $4,368.00 plus $168 per hour for each additional hour over 26 hours The conditions of this permit are contained on the following pages. This permit is the property of the Snohomish Health District and may be suspended or revoked upon violation of any rules and regulations applicable hereto. This permit is not transferable to a different site, and must be renewed annually. This permit or a legible copy must be displayed or stored in a manner, which allows easy access, by operating personnel. Au/-� kh 1-- -7 -/ - ? 014 Anne Alfred, WH, R / Date of Issuance Solid Waste and Toxics Section Envir-onm_ejtal Health Division Page 1 of 6 3020 Rucker Avenue, Suite 104 IN Everett, WA 98201-3900 ® tel: 425.339.5250 ® fax: 425.339.5254 �*�'•W�i'i-i�...�.��sw w,.:r••,x��wv -�-•f..4.-aCtra i. _..`sisF.5 J rTl,-w. •:� ;� z-.6'�1,_ n-•- r �h'�i�>��.Is St ,:pt Tv!•i'1Y''�k�x��Y,,.�L�.w Sa tivi k� � � z' S i ,z ��- x a o7 - e rn s ,..cY`.. _v'1 w usk n. 3.>L��."�'.a'�.v�v�iz�Fi�• 3ti... -_s;.,�is•r'., sl' .�. ! '.' r..f, �r r''1- V��9Y i�zs• Nk i - a� - 1; _ _ ��y; 1Cg �• `.��.�.(,'•tik�}, t tZ ntr�' Y ` � -y!$3 is4• W � ��. tip si Y� j t` �+�T F �'�. �t i.tt a• r �• tiro 4•f�. A�h R�.r s S�L'i!j..4+ tVi`+`!�t� .l �S 'tiy 111 r r��.'`',',:• +• d`t! :tt t Cr'1'•tvJ}A 57 i}�: ,i �'� '� .�t�h}�'L L'�•+,�1� t,: 7.Z f,•. ''\ .� .���ia. r%!iS.Y tK`l�1•IM=t�+'"��ti; �Ff{K,�:.^.Y tip•:.: s,;.i�1,���,/•�'#t�'W •� �.f f' •F 7 4,. T;• S yy�% JJii+4�°�ir lei:- �.'t�•' 1P,1Sd!ff,,�, .15 i »� 'F.I"+'';• �r,•w1+' b•�e�`-c wsad:;.e�'W.' FK .�.1?` 'Lri ' •r L }. p, �: ,. +-•i vex _ N,;, ??�� '`r T 1A 1, 1 , ar.� -C•y���•� 'I. .��T41,t,1r`i t ywnn �bd�{�� �'•�'�fTti r .�•. 0 1 a M-C-5— • CountryGreen T U R F F A RM S 7725 Yelm Hwy, SE; Olympia, WA 98513 CHAINLOCK SPECIFICATIONS RAINBOW GARDEN PRODUCTS TENSILE STRENGTH: #2 C247 - . '/2"Chainlock—Standard(27—28 Ibs.) #4 C249 - 1" Chainlock—Standard(47 Ids) MATERIAL: BLACK REPROCESSED FLEXIBLE P.V.C.WITH A BRITISH STANDARD SOFTNESS RANGE 30-50. PACKAGING: SUPPLIED IN COILS—100 FEET LINEAR LENGTH, COILS PACKED IN STRONG CARDBOARD CARTON. All of these tests were conducted in the factory in England. Phone 360-456-1006 • Fax 360-459-9688 TREEGATOR° ORIGINAL SLOW RELEASE WATERING BAG FOR SHADE TREES BENEFITS: ` � •Ideal for newly planted shade or street trees. _ rt� i _.^ •Reduces transplant and drought shock, _C �'' •100%water absorption with no run-off. •Install and fill in minutes with no tools required. •Deep water saturation with every fill. �� •Fill just 1 to 2 times per week, or as needed." +ti'. f1,* •Promotes deep rootgrowth. •Non-invasive design will not harm existing landscape. �' • Can be used with nutrient/chemical additives." •Zip multiple bags together to accomodate large trees. •Made in the U.S.A. with a 5-year limited warranty. "REFER TO WATERING CAPACITY/FREQUENCY CHART SHOWN BELOW DESCRIPTION: If you plant shade trees,you need a TreegatorO Original Slow Release Watering Bag! Golf courses,parks,cities,nurseries, landscapers,DOT's,resorts and homeowners all love its simple,affordable patented tree watering technology.Makes anyone a watering professional.Perfect for newly planted or established trees up to 8" in caliper,with branches beginning at least 25 inches from the ground or higher.Save time,water,effort and trees! SPECS: Single bag fits min. I inch to max.4 inch caliper tree with WATERING CAPACITY/FREQUENCY CHART: branches at least 25"from the ground or higher. Use a Double Bag setup (2 single bags zipped together Treegator® Trunk Approx.Water Recommended back-to-back)to water 4 inch to 8 inch caliper trees. Orlginal Caliper Capacity Fills per Made of green oly_ethy_le_n_with nylon webbing,black polypro �g Setup (diameter) (per single bag); Week straps an green nylon zippers,- 2 water release pomrs peer bag. I to 2 inch I5 gallons I Fill per Bag is empty in approximately 5 to 9 hours. (3 to s ern) (56.78liters) Week UV stabilized to withstand exposure to sunlight. Fill opening fits up to 3"diameter hose. "' 14.75 to 2 to 3 inch 2 Fills per Single 5 to 8 cm 14.25 gallons Week DIRECTIONS FOR USE: Bag Setup ( ) (55.84 to 53.94liters) Place around tree trunk,with the zippers on uphill side of tree. 0.00 inch 25 gallons Varies based Wrap both sides around trunk until zippers meet and zip (stand-alone) (91.63liters) on application together from bottom to top. Lift tag to expose fill opening at top of bag. Insert hose into fill opening and begin filling with water. ,` 4 to 5 inch 23.50 gallons I Fill per Fill bag to 1/4 capacity, Double (10 to 13 cm) (89.95 liters) Week Gently lift up on straps at top of bag to expand bottom. Bag Setup* Fill to desired level and let empty. (2 single bags) 5 to 8 inch 22.75 to 2 Fills per 21.5 gallons Continuously waters for approximately 5 to 9 hours. (13 to 20 cm) (86.11 to 81.38liters) Week MEASUREMENTS: 'Double Bagsetup is two(2)single Treegator•Original bags zipped together back-to-back. Full- 30"tall x 18"wide (at base) tWhen watering older established trees with fully developedroot systems,a Double Bag setup can also be used as a stand-alone watering solution(i.e.not wrapped around a trunk) so 11test farm consultants, _ - - 2925 Drigga Dr.,Morcb L;tkc,NNrn 98R37 - www.noiltcntlab.c0m Officc:(509)765-1622 - Fax:(509)765-0314 - (800)764-1622 Client: CORLISS RESOURCES Sample I.D. TYPE A Date Reported: 9/15/2014 3106 SUMNER TAPPS HWY E Laboratory# S14-22932 LAKE TAPPS,WA 98391 Date Received: 09/05/15 Reveiwed by Brent Thyssen,CPSSc Amount: EPA 503 Metals Method Dry Wt. Units Low Normal High EPA Limit Arsenic TMECC04.128/04.14A 9.4 mg/Kg 41 Cadmium TMECC04.12B/04.14A ND mg/Kg 89 Chromium TMECC04.128/04.14A 34.1 mg/Kg 1200 Cobalt TMECC04.12B/04.14A 9.3 mg/Kg Copper TMECC 04.12B/04.14A 23.4 mg/Kg 1500 Lead TMECC 04.128/04.14A 17.4 mg/Kg 300 Mercury EPA7473 0.063 mg/Kg 17 Molybdenum TME0004.12B/04,14A ND mg/Kg -_ Nickel TMECC04.12B/04.14A 28.1 mg/Kg 420 Selenium TMECC04.12B/04.14A ND mg/Kg 36 Zinc TMECC04.12B/04.14A 58 mg/Kg 2800 3050B DIGEST/60108 DETERMINATION --A soiltest farm consultants, inc. _;'' 292r Dd�.Dr.,ata.a.L+L..\VeYRe1T- rvw..e:l[aWb.ceo OK--(Smt]e5-IeT3 -F...(SOf,]!S-n]la -I�el]ta-1e13 PARTICLE SIZE DISTRIBUTION REPORT CLIENT: CORLISS RESOURCES,INC Date Received 9/5/2014 PROJECT: Date Reported 9/15/2014 Lab# S14-22932 Method:ASTM D422 SAMPLEID: TYPE A approximate USDA Gravel Sand Silt Clay gradation scale medium I fine v.coarse I coarse I medium I tine I v.fine 100% 90% 80% 70% 60% rN N tts 50% a ao%. 0 30% 20ek 10% 0% 10 1 0.1 0.01 0.001 Particle Diameter, mm description MedGr MedGr FlGr vcos Cos Cos Cos MedS MedS FIS FIS vRS Sill serve# w IA' 4 10 18 20 30 35 40 60 100 200 270 Sand Gravel da[nster,mm 9525 6.35 4.75 2.00 1.00 0.85 0.60 0.500 0:425 0250 0.150 0.075 0.050 Total TOUT Retained 2.5% 7.41/. 3.0% 16.0916 13.6% 3.8% 7.21/. 4.7% 3.9% 12.1% 10.6% 9.8% 2.31/6 81.89/6 12.9% Passing 97.5% 90.1% 87.1% 71.1% 57.5% 53.7% 46.6% 41.8% 37.9% 25.8% 15.2% 5.37./ 3.0e/ Sand sift Clay Graph vawee D. 2.1 Coefficient of Uniformity. 8.4 %of Sample<2mm 68.0% 1 25A% 7..% 0. 0.62 Coefficient of Gradation: 0.73 USDA TEXTURAL CLASSIFICATION of SANDYLOAM D,o 025 FRACTION PASSING 2mm SEIVE Revle-d by. KEB Date:_9-15-14 Submittal Review Approved Approval is only for conformance with the T R E E G AT 0 R° ORIGINAL design concept of the project and compliance SLOW RELEASE WATERING BAG with the information given in the construction documents. Contractor is responsible for FOR SHADE TREES dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or the techniques of BENEFITS: construction;and for coordination of the •Ideal for newly planted shade or street trees. work of all trades. •Reduces transplant and drought shock. HOUGH BECK 8t BAIRD INC. - _ �, •100%water absorption with no run-off. By Dean W.Koonts,ASLA at 1:48 pm,Nov 21,2014 '` •Install and fill in minutes with no tools required. •peep water saturation with every fill. •Fill just 1 to 2 times per week, or as needed.** •Promotes deep rootgrowth. •Non-invasive designwill not harm existing g landscape. •Can be used with nutrient/chemical additives.** •Zip multiple bags together to accomodate large trees. •Made in the U.S.A.with a 5-year limited warranty. "REFER TO WATERING CAPACITY/FREQUENCY CHART SHOWNBELOW DESCRIPTION: If you plant shade trees,you need a Treegator®Original Slow Release Watering Bag! Golf courses,parks,cities,nurseries, landscapers,DDT's,resorts and homeowners all love its simple,affordable patented tree watering technology.Makes anyone a watering professional.Perfect for newly planted or established trees up to 8"in caliper,with branches beginning at least 25 inches from the ground or higher.Save time,water,effort and trees! SPECS: Single bag fits min. I inch to max.4 inch caliper tree with WATERING CAPACITY/FREQUENCY CHART: branches at least 25"from the ground or higher. Use a Double Bag setup (2 single bags zipped together Treegator® Trunk Approx.lNater Recommended back-to-back)to water 4 inch to 8 inch caliper trees. Original Caliper Capacity Fills per Made of green olyeihy_Iith nylon webbing,black polypro �g Setup (diameter) (per single bag): Week straps an green nylon zippers,, 2 water release porn er bag. I to 2 inch 15 gallons I Fill per Bag is empty in approximately 5 to 9 hours. (3 to 5 cm) (56,78liters) Week UV stabilized to withstand exposure to sunlight. Fill opening fits up to 3"diameter hose. 14.75 to Single 2 3 inch 14.25 gallons 2 Fills per Bag Setup (5 to a tm) (55.84 to 53.94 liters) Week DIRECTIONS FOR USE: Place around tree trunk,with the zippers on uphill side of tree, 0.00 inch 25 gallons Varies based Wrap both sides around trunk until zippers meet and zip (stand-alonet) (94.63 liters) on application together from bottom to top. Lift tag to expose fill opening at top of bag. Insert hose into fill opening and begin filling with water. 4 to 5 inch 23.50 gallons I Fill per Fill bag to 1/4 capacity, Double (lo to 13 cm) (89.95 liters) Week Gently lift up on straps at top of bag to expand bottom. Bag Setup* Fill to desired level and let empty (2 single bags) 5 to 8 inch 22.75 to 2 Fills per Continuously waters for approximately 5 to 9 hours. (13 to zo cm) 21.5 gallons (B6.i l to e1.3e Thera) Week MEASUREMENTS: •Double Bag setup is two(2)single Treegator•Original bags zipped together back-to-back. Full - 30"tall X 18"wide(at base) tWhen watering older established trees with fully developed root systems,aDouble Bag setup can also be used as a stand-alone watering solution(i.e.not wrapped around trunk) CORLISS �RESPURCEF TOPSOIL 9 ■ P ■ ' Wesigncon�pt omoRject an dw te with the information given in the construction documents. Contractor is responsible for dimensions to be confirmed and correlated at Job Reference: Sunset Community Low Impact Developmei the job site; for information that pertains solely to the fabrication processes or the techniques of Contractor: Buckley Nursery Co. construction;and for coordination of the work of all trades. CERTIFICATION LETTER—Bioretention Soil HOUGH BECK&BAIRD INC. By. Dean W.Koonts,ASLA at 1:48 pm,Nov 21,2014 his letter certifies that the Bioretention soil quality complies in the areas as specified Corliss Bioretention Soil is a mix of compost and well-graded aggregate. Consisting of two parts fine compost(35- 40%) by volume and three parts specified aggregate (60-65%) by volume. Compost used for Bioretention soil meets all requirements of Section 9-14.4 (8) Standard specifications for compost. Aggregate used for Bioretention soil meets all requirements of section 9-03.12(7) Bioretention soil has an organic matter content between 4%-8% using Loss on Ignition method. Please contact me if you have any questions. Sincerely, Date:November 4,2014 Jami Burke, CESCL Corliss Resources 253-343-8169 CORLISS RESOURCES -----T-DPSOIL COMPOST ' ok Job Reference: Sunset Community Low Impact Development Retrofit Contractor: Buckley Nursery Co. Bioretention Soil Mixing Method: Corliss Resources Puyallup Facility will be the designated location for mixing bioretention soil for the above stated project. Corliss does blending on a concrete pad using a 988 front loader. Once material are blended by proportion and the mix is then run through a trammel screen to ensure a completely homogenized finished product. Bioretention soil is blended on a per project basis to ensure consistent quality on any given project. Corliss has an open door policy for product approval prior to shipment. (By appointment) Please contact me if you have any questions. Sincerely, Date:November 4,2014 lami Burke, CESCL Corliss Resources 253-343-8169 RECEIVED CNW NORTHWEST CASCADE INC JAN 0 5 2014 CITY OF RENTON SUBMITTAL TRANSMITTAL FORM UTILITY SYSTEMS City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 12/30/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 39 We are sending you: Copies Date Submittal Bid Item Description 1 12/30/2014 106 A-33 CCTV Report Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions). The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature �!-h �► 6-h 4k) £-h �a -- 60 P"9 L n G ,," 1 AI a�nf �eC1 1 Z PbL u PROJECT INFORMATION continued NUMBER OF NEW DWELLING UNITS (if applicable): PROJECT VALUE: Approx.$400,000 none IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF EXISTING DWELLING UNITS (if applicable): ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE None SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): NA ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF EXISTING RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS TO REMAIN (if applicable): NA ❑ FLOOD HAZARD AREA sq.ft. SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL ❑ X GEOLOGIC HAZARD 12,700` sq. BUILDINGS (if applicable): NA ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ HABITAT CONSERVATION sq.ft. BUILDINGS TO REMAIN (if applicable): NA ❑ SHORELINE STREAMS AND LAKES sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NA ❑ X WETLANDS 212 sq.ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT(if applicable): NA LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE SW 1/4 QUARTER OF SECTION 15 , TOWNSHIP 23N , RANGE 5E IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1 . SEPA Review 3. 2. 4. Staff will calculate applicable fees and postage: $ 1,030.00 AFFIDAVIT OF OWNERSHIP I, (Print Name/s) , declare that I am (please check one) _the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. (Signature of Owner/Representative) Notary Public in and for the State of Washington (Signature of Owner/Representative) Notary(Print) My appointment expires: C:\Users\aquynn\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\T8SRYLD4\Master Application Maplewood Fowler.doc PRO-VACcg .. :- 6622 112th St Ems ' : Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) 'I'll 2 SITE DATA Mainline ID: City: Address: NWC-2 RENTON HARRINGTON & NE 10TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 2 1 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 9:34:36 AM 12/24/2014 9:35:51 AM 12/24/2014 9:46:57 AM Surveyed footage: Status: Operator: Work order no.: 73.4 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type I 0.0 Yes 15.0 Sag-Begin 0.0 Yes 15.0 Sag 1/2 15.0 Yes Sag-end 28.2 Yes 8.3 Sag-Begin 31.7 Yes 4.7 Sag 7/8 36.5 Yes 5.3 Sag 1/2 41.9 Yes Sag-end 57.6 Yes 15.2 Sag-Begin 61.9 Yes 6.9 Sag 7/8 68.8 Yes 4.0 Sag 1" 72.8 Yes Sag-end Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VACS 6622 112th St E '� sa Puyallup,WA 98373 Phone: 253-435 4328 Cell:2o6-423-2445(Jerry) OBSERVATIONS 73.4 Yes Catch Basin-Upstream Type I 73.4 Yes STOP • • Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 monk- PRO-VAC 6622 112th St E `� ' Puyallup, WA 98373 5 Phone: 253-435 4328 Cell:206-423-2445(Jerry) r £ ,rc 1 S ssmg ( ' rs 16 I° a� a �u� _ e �t �� { tS' d 2 [, ti7 �. SITE DATA Mainline ID: City: Address: NWC-4 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 4 3 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 10:03:09 AM 12/24/2014 10:14:41 AM 12/24/2014 10:38:12 AM Surveyed footage: Status: Operator: Work order no.: 182.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy • Comments AGAINST THE FLOW yy OBSERVATIONS a- 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type I 0.0 Yes 22.0 Sag-Begin 0.0 Yes 2.0 Sag 1" 8.5 Yes Sag-end 22.0 Yes 5.7 Sag-Begin 23.8 Yes 3.8 Sag 1/2 27.6 Yes Sag-end 32.2 Yes 13.9 Sag-Begin 33.7 Yes 5.6 Sag 11.+ 39.3 Yes 6.7 Sag 1/2 46.1 Yes Sag-end 79.8 Yes 11.2 Sag-Begin Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VAC 6622 112th St E X .. Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS 1 s s� � t2� 'r �'� a p s�a i '`��,`��,"���;" �t�r� Wa�wt>��h '� :s� 3 fi � 4•"� ��� '$' 79.8 Yes 8.3 Sag 1/2 88.2 Yes Sag-end 133.6 Yes 4.0 Sag-Begin 134.6 Yes 2.6 Sag 1/2 137.4 Yes Sag-end 182.1 Yes Catch Basin-Upstream Type I 182.2 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 . PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445()erry) 'i rai 2� {4�ss�rxv 'i n"� Y e ' i r �a : <n vsvbra Sr. SITE DATA Mainline ID: City: Address: NWC-5 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 5 4 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 10:40:42 AM 12/24/2014 10:47:57 AM 12/24/2014 11:15:49 AM Surveyed footage: Status: Operator: Work order no.: 273.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy • Comments AGAINST THE FLOW OBSERVATIONS {L`1 ,ta E � , �`' � r}sz, l xk �'xf i r'< ,�`�YrP '. 7a � 1 �r n d �#S?�^Fly't� "f��r 5✓ A�'S�r� tl t L. ; fi ..r9r,,'vll'sas' ,h.Ir4�r�'.�t.sx4^� r' � ? #5.���91�A� �x, rGm n�� ..d .�.��'� � `,�35.f�al`�- ���.t,+., ,,7 �ga} �"•�'�t�f�. .TF�S; _�rut�'r'fr�`.,�rk s�� i r i?a:,s^' 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type I 127.5 Yes 2.1 Sag-Begin 127.5 Yes 2.1 Sag 1/2 129.6 Yes Sag-end 219.8 Yes 16.9 Sag-Begin 221.3 Yes 10.4 Sag 1"+ 231.7 Yes 4.7 Sag 1/2 236.7 Yes Sag-end 248,7 Yes 11.3 Sag-Begin 248.9 Yes 5.5 Sag 7/8 254.7 Yes 5.2 Sag 1/2 260,0 Yes Sag-end Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VAC i M 6622 112th St E Puyallup,WA 98373 Phone: 253-435 4328 Cell:2 0 6-42 3-2 44 5(Jerry) OBSERVATIONS 273.2 Yes Catch Basin-Upstream Type I 273.2 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 _ 1 PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) i" tS h �� � � J 3' iaU t p �#3��j,��� x {�� g°k i l .in SITE DATA Mainline ID: City: Address: NWC-9 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 9 8 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 11:51:16 AM 12/24/2014 11:52:39 AM;12/24/2014 11:56:05 AM Surveyed footage: Status: Operator: Work order no.: 17.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments WITH THE FLOW OBSERVATIONS 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type I 17.3 No Catch Basin-Downstream Type II 17.3 No STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 1 PRO-VAC . ' 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(]erry) � ! rvado s, SITE DATA Mainline ID: City: Address: NWC-6 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 6 7 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 12:22:39 PM 12/24/2014 12:29:17 PM 12/24/2014 12:33:39 PM Surveyed footage: Status: Operator: Work order no.: 41.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW J Footage Rev. Length •• " 0.0 Yes dT AGAINST FLOW 0.0 Yes etch Basin-Downstream Type II 41.2 Yes Catch Basin-Upstream Type I 41.2 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 1 PRO-VAC "' - k 6622 112th St E +; Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) r, i �1 1.�. c u Mo SITE DATA Mainline ID: City: Address: NWC-7 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 7 8 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 12:37:28 PM 12/24/2014 12:37:46 PM 12/24/2014 12:39:21 PM Surveyed footage: Status: Operator: Work order no.: 14.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments WITH THE FLOW OBSERVATIONS 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type II 0.0 No 11.1 Sag-Begin 0.0 No 11.1 Sag 1" 11.1 No Sag-end 14.2 No Catch Basin-Downstream Type II 14.2 No STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 1 PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445()erry) q ��`? �} 5� 4 dWl SITE DATA Mainline ID: City: Address: NWC-10 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 10 8 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 1:09:02 PM 12/24/2014 1:11:56 PM 12/24/2014 1:25:31 PM Surveyed footage: Status: Operator: Work order no.: 235.6 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy • Comments AGAISNT THE FLOW OBSERVATIONS �i�l twp1t ,5c.,, ` tit` :'� nF a.� ,`kfsl.�, §..:v ' - �' ' ' �wl .. it � f3Sr s7�� t'.rrh,SiN l„ �r 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 58.5 Yes 5.2 Sag-Begin 58.5 Yes 5.2 Sag 1/2 63.7 Yes Sag-end 109.6 Yes 2.5 Sag-Begin 109.6 Yes 2.5 Sag 1/2 112.1 Yes Sag-end 137.7 Yes 3.8 Sag-Begin 137.7 Yes 3.7 Sag 1/2 141.5 Yes Sag-end 190.7 Yes 5.5 Sag-Begin 190.7 Yes 5.4 Sag 112 Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VAC <' -ti 6622 112th St E ep Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS 196.2 Yes Sag-end 231.5 Yes 2.4 Sag-Begin 231.5 Yes Sag 1/2 233.9 Yes 0.0 Sag-end 235.6 Yes Catch Basin-Upstream Type II 235.6 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) t 0,r, ''ttN` 7{ s x St1' °"' i� �3 °' 7%So �JL6 �t�?� ��a I 9 i'� SITE DATA Mainline ID: City: Address: NWC-11 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 11 10 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 1:27:01 PM 12/24/2014 1:33:43 PM 12/24/2014 1:38:38 PM Surveyed footage: Status: Operator: Work order no.: 36.9 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAISNT THE FLOW OBSERVATIONS !,lt'k' ,.'�I,t�'d�; f�!dCaa, � ,... .. �'�`S�`I` 51�'.�[.�a.m"' ���'✓`3"+�:���..r�,. . .. .,���Ir`7�s�>< ,`,..<< _ �:r?: �,..�, r 1t� 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 0.0 Yes Sag-Begin 0.0 Yes 6.3 Sag 7/8 6.3 Yes Sag-end 10.9 Yes Joint-Wide 10.9 Yes 9.4 Sag-Begin 12.1 Yes 8.1 Sag 5/8 20.3 Yes Sag-end 30.6 Yes 4.3 Sag-Begin 30.6 Yes 4.2 Sag 1/2 34.9 Yes Sag-end 36.9 Yes Catch Basin-Upstream Type II • Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VAC ,..w 6622 112th St E ��i Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS _<�'�" saS ak'� ._ '8� o„ r�_ ��`a�a {k r` �,�:a"� •p,.., `�r e c��+ x F � 36.9 Yes STOP • Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 PRO-VAC — 'r 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445()erry) I, - !<� �. a c �x �.,,/� � .� i'.7-: �.-�e ,� �.. a.�4 d 7.r �� � •vj,Z'a SITE DATA Mainline ID: City: Address: NWC-12 RENTON HARRINGTON & NE 13TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 12 11 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 2:23:24 PM 12/24/2014 2:33:57 PM ,12/24/2014 2:57:09 PM Surveyed footage: Status: Operator: Work order no.: 360.7 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS }t� I ?i{ 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 15.5 Yes 3.5 Sag-Begin 15.5 Yes 3.5 Sag 1/2 19.0 Yes Sag-end 54.1 Yes 9.2 Sag-Begin 54.1 Yes 9.2 Sag 7/8 63.3 Yes Sag-end 67.6 Yes 4.4 Sag-Begin 67.8 Yes 3.6 Sag 1/2 71.5 Yes Sag-end 142.9 Yes 3.4 Sag-Begin 142.9 Yes 3.3 Sag 1/2 Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VAC - 6622 112th St E q Puyallup,WA Phone; 253-435 43 4328 Cell:2 0 6-4 2 3-2 44 5(Jerry) OBSERVATIONS 146.2 Yes Sag-end 153.8 Yes 12.1 Sag-Begin 153.8 Yes 3.9 Sag 1/2 157.7 Yes 8.2 Sag 1" 165.9 Yes Sag-end 172.3 Yes Joint-Wide 199.0 Yes Joint-Wide 263.8 Yes 3.0 Sag-Begin 263.8 Yes 3.0 Sag 112 266.8 Yes Sag-end 290.0 Yes 5.8 Sag-Begin 290.4 Yes 5.4 Sag 1/2 295.8 Yes Sag-end 360.7 Yes Catch Basin-Upstream Type II 360.7 Yes STOP • • Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 PRO-VAC A NNE a 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry)Ti" 11 Now L "fiN01 y ` R $t�f �' fit:1i �Y,M2�7 n { +. +.t '? ' 'a � ��ck #h'.hzt F`�' ' SITE DATA Mainline ID: City: Address: NWC-13 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 13 12 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 3:47:22 PM 12/24/2014 3:56:20 PM '12/24/2014 4:08:19 PM Surveyed footage: Status: Operator: Work order no.: 218.5 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS {{I }'h g r�.�ciZ `� +' s jr'Y8'r �.''. `_tl �� 1�, ��• � i,u� k'3,�'� �`r'3 ,-�- s Ya� "k'S! 'S` t" 4;t� t i r 5 4*'SmaX,F9s Ir 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 23.9 Yes 5.0 Sag-Begin 23.9 Yes 5.0 Sag 1/2 24.5 Yes Joint-Wide 77.1 Yes Joint-Wide 90.7 Yes 2.5 Sag-Begin 90.7 Yes 2.5 Sag 1/2 93.2 Yes Sag-end 157.2 Yes 6.1 Sag-Begin 157.2 Yes 6.1 Sag 1/2 163.3 Yes Sag-end 218.5 Yes Catch Basin-Upstream Type II Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 2 PRO-VAC 6622 112th St E N � Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS , t, *s fig, � ":.s �fi G " r, �'s -w+ a Y t ' t. x .,. .�g.,s ... .�,„ �T f. �. ;, a.,',r,.: ,3 i� 1�rs x "NA��1� '� .,�i `', 218.5 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 2 of 2 PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) �41 SITE DATA Mainline ID: City: Address: NWC-14 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 14 13 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 4:14:20 PM 12/24/2014 4:17:47 PM 12/24/2014 4:25:17 PM Surveyed footage: Status: Operator: Work order no.: 178.8 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 40.4 Yes 1.9 Sag-Begin 40.4 Yes 1.8 Sag 1/2 42.3 Yes Sag-end 178.8 Yes Catch Basin-Upstream Type II 178.8 Yes STOP Observations By Inspections Wednesday, December24,20145:41 PM Page 1 of 1 PRO-VAC �w M 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) VA } SITE DATA Mainline ID: City: Address: NWC-15 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 15 14 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 4:26:24 PM 12/24/2014 4:32:29 PM 12/24/2014 4:40:00 PM Surveyed footage: Status: Operator: Work order no.: 38.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 9.1 Yes 6.9 Sag-Begin 9.1 Yes 6.9 Sag 1/2 16.0 Yes Sag-end 33.6 Yes 2.4 Sag-Begin 33.6 Yes 2.4 Sag 1/2 36.0 Yes Sag-end 38.2 Yes Catch Basin-Upstream Type II 38.3 Yes STOP • Observations By Inspections Wednesday, December 24,2014 5:41 PM Page 1 of 1 PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(]erry) 4 x.�r,ht SITE DATA Mainline ID: City: Address: NWC-17 RENTTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 17 11 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 5:30:26 PM 12/24/2014 5:32:47 PM 12/24/2014 5:35:00 PM Surveyed footage: Status: Operator: Work order no.: 14.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments WITH THE FLOW OBSERVATIONS 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type I 14.3 No Catch Basin-Downstream Type II 14.3 No STOP Observations By Inspections Wednesday, December24,20145:41 PM Page 1 of 1 PRO-VACILI 6622 112th St E Puyallup, WA 98373 ' Phone: 253-435 4328 Cell:206-423-2445(Jerry) PR SITE DATA Mainline ID: City: Address: NWC-16 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 16 14 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 4:52:37 PM 12/24/2014 4:53:16 PM 12/24/2014 4:56:20 PM Surveyed footage: Status: Operator: Work order no.: 35.5 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 35.5 Yes Catch Basin-Upstream Type II 35.5 Yes STOP Observations By Inspections Wednesday, December24,20145:41 PM Page 1 of 1 PRO-VAC . 6622 112th St E s Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) v 1 , SITE DATA Mainline ID: City: Address: NWC-18 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 18 11 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 5:31:41 PM 12/24/2014 5:38:58 PM 12/24/2014 5:40:25 PM Surveyed footage: Status: Operator: Work order no.: 15.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments WITH THE FLOW OBSERVATIONS Mti�t�'r+v1�Lr'�. 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type I 15.3 No Catch Basin-Downstream Type II 15.3 No STOP iObservations By Inspections Wednesday, December24,20145:41 PM Page 1 of 1 PRO-VAC 6622 112th St E s� Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) �� �NE bc $FyskIa r€` i`zL .m' R SITE DATA Mainline ID: City: Address: NWC-2 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 2 1 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 9:34:36 AM 12/24/2014 9:35:51 AM 12/24/2014 9:46:57 AM Surveyed footage: Status: Operator: Work order no.: 73.4 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type I 0.0 Yes 15.0 Sag-Begin 0.0 Yes 15.0 Sag 1/2 15.0 Yes Sag-end 28.2 Yes 8.3 Sag-Begin 31.7 Yes 4.7 Sag 7/8 36.5 Yes 5.3 Sag 1/2 41.9 Yes Sag-end 57.6 Yes 15.2 Sag-Begin 61.9 Yes 6.9 Sag 7/8 68.8 Yes 4.0 Sag V. 72.8 Yes Sag-end Observations By Inspections Wednesday, December24,20145:50 PM Page 1 of 2 PRO-VAC 6622 112th St E Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(lerry) OBSERVATIONS 73.4 Yes Catch Basin-Upstream Type I 73.4 Yes STOP • Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 2 of 2 PRO-VAC ` 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) r SITE DATA Mainline ID: City: Address: NWC-4 RENTON HARRINGTON & NE 10TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 4 3 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 10:03:09 AM 12/24/2014 10:14:41 AM 12/24/2014 10:38:12 AM Surveyed footage: Status: Operator: Work order no.: 182.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type I 0.0 Yes 22.0 Sag-Begin 0.0 Yes 2.0 Sag 1" 8.5 Yes Sag-end 22.0 Yes 5.7 Sag-Begin 23.8 Yes 3.8 Sag 1/2 27.6 Yes Sag-end 32.2 Yes 13.9 Sag-Begin 33.7 Yes 5.6 Sag 1"+ 39.3 Yes 6.7 Sag 1/2 46.1 Yes Sag-end 79.8 Yes 11.2 Sag-Begin MObservations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 2 PRO-VAC � 6622 112th St E Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(lerry) OBSERVATIONS 79.8 Yes 8.3 Sag 1/2 88.2 Yes Sag-end 133.6 Yes 4.0 Sag-Begin 134.6 Yes 2.6 Sag 1/2 137.4 Yes Sag-end 182.1 Yes Catch Basin-Upstream Type I 182.2 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 2 of 2 PRO-VAC �'� 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) SITE DATA Mainline ID: City: Address: NWC-5 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 5 4 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 10:40:42 AM 12/24/2014 10:47:57 AM 12/24/2014 11:15:49 AM" Surveyed footage: Status: Operator: Work order no.: 273.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS e a `ea: a e a �.� :� •� `�� rr 1I,r�r'�r, �.�r� Ff { �f:' � � g,z"� , ire �sr 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type I 127.5 Yes 2.1 Sag-Begin 127.5 Yes 2.1 Sag • 1/2 129.6 Yes Sag-end 219.8 Yes 16.9 Sag-Begin 221.3 Yes 10.4 Sag 1"+ 231.7 Yes 4.7 Sag 1/2 236.7 Yes Sag-end 248.7 Yes 11.3 Sag-Begin 248.9 Yes 5.5 Sag 7/8 254.7 Yes 5.2 Sag 1/2 260.0 Yes Sag-end Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 2 PRO-VAC _ 6622 112th St E Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(]erry) OBSERVATIONS c �ra . . . �,_x�°�i�,...'4` ��''�s.'�'�kz�c� .`x �� �;��„�t,+iS::.lxv..•.'. .'.�..��u`7$'�} #��#��`s-,u�k�, ��if`.a.r 273.2 Yes Catch Basin-Upstream Type I 273.2 Yes STOP • Observations By Inspections Wednesday, December24,20145:50 PM Page 2 of 2 yY` PRO-VAC Yssa�m ,..wry S.n 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) Igsfr{11a � lts�[ksq}� e t SITE DATA Mainline ID: City: Address: NWC-9 RENTON HARRINGTON & NE 10TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 9 8 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 11:51:16 AMi'i 12/24/2014 11:52:39 AM 12/24/2014 11:56:05 AM Surveyed footage: Status: Operator: Work order no.: 17.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments WITH THE FLOW OBSERVATIONS w "M� 'Imwr a r26 x � 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type I 17.3 No Catch Basin-Downstream Type II 17.3 No STOP Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 1 PRO-VAC sic - 6622 112th St E " � %� �`•� xl Puyallup, WA 98373 ' Phone: 253-435 4328 Cell:206-423-2445(Jerry) SITE DATA Mainline ID: City: Address: NWC-6 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 6 7 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 12:22:39 PM 12/24/2014 12:29:17 PM 12/24/2014 12:33:39 PM Surveyed footage: Status: Operator: Work order no.: 41.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 41.2 Yes Catch Basin-Upstream Type I 41.2 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 1 PRO-VAC ,sa� 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) ! ! ! ! SITE DATA Mainline ID: City: Address: NWC-7 RENTON HARRINGTON & NE LOTH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: ipe width: 7 g ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 12:37:28 PM 12/24/2014 12:37:46 PM 12/24/2014 12:39:21 PM Surveyed footage: Status: Operator: Work order no.: 14.2 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy • Comments WITH THE FLOW OBSERVATIONS !e,�E �' "" + 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type II 0.0 No 11.1 Sag-Begin 0.0 No 11.1 Sag 1 11.1 No Sag-end 14.2 No Catch Basin-Downstream Type II 14.2 No STOP • Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 1 PRO-VAC 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) x2"r,,,4-5 SITE DATA Mainline ID: City: Address: NWC-10 RENTON HARRINGTON & NE 10TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 10 8 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 1:09:02 PM 12/24/2014 1:11:56 PM 12/24/2014 1:25:31 PM Surveyed footage: Status: Operator: Work order no.: 235.6 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAISNT THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 58.5 Yes 5.2 Sag-Begin 58.5 Yes 5.2 Sag 1/2 63.7 Yes Sag-end 109.6 Yes 2.5 Sag-Begin 109.6 Yes 2.5 Sag 1/2 112.1 Yes Sag-end 137.7 Yes 3.8 Sag-Begin 137.7 Yes 3.7 Sag 1/2 141.5 Yes Sag-end 190.7 Yes 5.5 Sag-Begin 190.7 Yes 5.4 Sag 1/2 • Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 2 PRO-VACms� .w� 6622 112th St E Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-42 3-2445(Jerry) OBSERVATIONS 196.2 Yes Sag-end 231.5 Yes 2.4 Sag-Begin 231.5 Yes Sag 1/2 233.9 Yes 0.0 Sag-end 235.6 Yes Catch Basin-Upstream Type II 235.6 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 2 of 2 PRO-VAC 6622 112th St E F;;$ Puyallup, WA 98373 a, Phone: 253-435 4328 Cell:206-423-2445(Jerry) SITE DATA Mainline ID: City: Address: NWC-11 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 11 10 ADS Circular 15 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 1:27:01 PM 12/24/2014 1:33:43 PM 12/24/2014 1:38:38 PM Surveyed footage: Status: Operator: Work order no.: 36.9 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAISNT THE FLOW OBSERVATIONS 11§,, . �h+.,t� 'T tiC.`.t7IT 9byiv�? :la FS#�'.. r�+. 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 0.0 Yes Sag-Begin 0.0 Yes 6.3 Sag 7/8 6.3 Yes Sag-end 10.9 Yes Joint-Wide 10.9 Yes 9.4 Sag-Begin 12.1 Yes 8.1 Sag 5/8 20.3 Yes Sag-end 30.6 Yes 4.3 Sag-Begin 30.6 Yes 4.2 Sag 1/2 34.9 Yes Sag-end 36.9 Yes Catch Basin-Upstream Type II Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 2 PRO-VAC 6622 112th St E Puyallup,WA 98373 " Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS 36.9 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 2 of 2 PRO-VACS 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) I a �t P ;v +• "i r ,y�� � � �J�xr� j;e � .; ���, � .. ��f:;-s ;, �'� Y �` �' �i 4r` SITE DATA Mainline ID: City: Address: NWC-12 RENTON HARRINGTON & NE 13TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 12 11 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 2:23:24 PM 12/24/2014 2:33:57 PM 12/24/2014 2:57:09 PM Surveyed footage: Status: Operator: Work order no.: 360.7 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 15.5 Yes 3.5 Sag-Begin 15.5 Yes 3.5 Sag 1/2 19.0 Yes Sag-end 54.1 Yes 9.2 Sag-Begin 54.1 Yes 9.2 Sag 7/8 63.3 Yes Sag-end 67.6 Yes 4.4 Sag-Begin 67.8 Yes 3.6 Sag 1/2 71.5 Yes Sag-end 142.9 Yes 3.4 Sag-Begin 142.9 Yes 3.3 Sag 1/2 Observations By Inspections Wednesday, December24,20145:50 PM Page 1 of 2 PRO-VAC • 6622 112th St E .wpyy. Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS � a �: s r sae & '���1,ro S h � e r � �' t � a s+�" ;✓ dr r�, ' 146.2 Yes Sag-end 153.8 Yes 12.1 Sag-Begin 153.8 Yes 3.9 Sag 1/2 157.7 Yes 8.2 Sag V 165.9 Yes Sag-end 172.3 Yes Joint-Wide 199.0 Yes Joint-Wide 263.8 Yes 3.0 Sag-Begin 263.8 Yes 3.0 Sag 1/2 266.8 Yes Sag-end 290.0 Yes 5.8 Sag-Begin 290.4 Yes 5.4 Sag 1/2 295.8 Yes Sag-end 360.7 Yes Catch Basin-Upstream Type II 360.7 Yes STOP i Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 2 of 2 PRO-VAC ►-�-- .�'u'pan� �k�# � Gi a. S ��" 6622 112th St E � Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) F � C l ti ! e '`Y{ F r� t'�t t� �t��`.Ti�`�-•d hhs YJ '�,t '� 7° I"`'�`wY,( ". �)�)� {� �aiN�' yl��it�h`_-� .4 1jf fir'% #�,�y�"�i'�) � u SITE DATA Mainline ID: City: Address: NWC-13 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 13 12 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 3:47:22 PM 12/24/2014 3:56:20 PM 12/24/2014 4:08:19 PM Surveyed footage: Status: Operator: Work order no.: 218.5 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 23.9 Yes 5.0 Sag-Begin 23.9 Yes 5.0 Sag _ 1/2 24.5 Yes Joint-Wide 77.1 Yes Joint-Wide 90.7 Yes 2.5 Sag-Begin 90.7 Yes 2.5 Sag 1/2 93.2 Yes Sag-end 157.2 Yes 6.1 Sag-Begin 157.2 Yes 6.1 Sag 1/2 163.3 Yes Sag-end 218.5 Yes Catch Basin-Upstream Type II Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 1 of 2 t � PRO-VAC 6622 112th St E <. Puyallup,WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) OBSERVATIONS ANA Y ,? El tl, ^r 7 ,�ge,7rn 2P'�` , tvu Ig �r � y: s e F...�s ig Rae�.. � �9 218.5 Yes TOP Observations By Inspections Wednesday, December 24,2014 5:50 PM Page 2 of 2 PRO-VAC 6622 112th St E Puyallup, WA 98373 � Phone: 253-435 4328 Cell:206-423-2445(Jerry) SITE DATA Mainline ID: City: Address: NWC-14 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 14 13 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 4:14:20 PM 12/24/2014 4:17:47 PM 12/24/2014 4:25:17 PM Surveyed footage: Status: Operator: Work order no.: 178.8 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 'is ��`t41R b�ist� 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 40.4 Yes 1.9 Sag-Begin 40.4 Yes 1.8 Sag 1/2 42.3 Yes Sag-end 178.8 Yes Catch Basin-Upstream Type II 178.8 Yes STOP Observations By Inspections Wednesday, December24,20145:50 PM Page 1 of 1 PRO-VAC 6622 112th St E Puyallup, WA 98373 A Phone: 253-435 4328 Cell:206-423-2445(Jerry) .2 iityc`" 7 �, P� v '�. a 3k rr it SITE <.� =gI :� .zai h}r 1•rl„q�r 'i . .if.. r,� SITE DATA Mainline ID: City: Address: NWC-15 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 15 14 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 4:26:24 PM 12/24/2014 4:32:29 PM 12/24/2014 4:40:00 PM Surveyed footage: Status: Operator: Work order no.: 38.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS 9 t+74"�45 � 13"8�jPT��}6r 3�I K�i i a"j`,� `h'x 74Yrin•.t�� ����f fi S`>f:±V b^ii':�S :Y ,77 �-�1s 'H{t14�'�,1s`..� ..y af"i`Y��; F �'Tz;s1k4' vt-tF: 's'�Y`43�1fi,';� 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 9.1 Yes 6.9 Sag-Begin 9.1 Yes 6.9 Sag 1/2 16.0 Yes Sag-end 33.6 Yes 2.4 Sag-Begin 33.6 Yes 2.4 Sag 1/2 36.0 Yes Sag-end 38.2 Yes Catch Basin-Upstream Type II 38.3 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:51 PM Page 1 of 1 • PRO-VACS_* y , 6622 112th St E Puyallup, WA 98373 ,. Phone: 253-435 4328 Cell:206-423-2445(Jerry) J k yv 3�u pith if ��t° rf5�i� I �� � ➢* d z �"'SIw i'1 ,- n �ti" a _ # �4 t Y: s yy,t, SITE DATA Mainline ID: City: Address: NWC-16 RENTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 16 14 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 4:52:37 PM 12/24/2014 4:53:16 PM 12/24/2014 4:56:20 PM Surveyed footage: Status: Operator: Work order no.: 35.5 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments AGAINST THE FLOW OBSERVATIONS i r tt *'v i 5i }'�7 'v 19` ens. `Er 3{1a `,' 'rsu e , -..xx skisafi , tips:-. F,y, ...✓`.", a 'wc ti �. A �.i�Txr�i:,ln'��:�kx�u.x` "�- tnFm� 0.0 Yes START AGAINST FLOW 0.0 Yes Catch Basin-Downstream Type II 35.5 Yes Catch Basin-Upstream Type II 35.5 Yes STOP Observations By Inspections Wednesday, December 24,2014 5:51 PM Page 1 of 9 1 PRO-VAC G1 e.P'be M cn'oWn` y „F 6622 112th St E Puyallup, WA 98373 Phone: 253-435 4328 Cell:206-423-2445(Jerry) SITE DATA Mainline ID: City: Address: NWC-17 RENTTON HARRINGTON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 17 11 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 5:30:26 PM 12/24/2014 5:32:47 PM 12/24/2014 5:35:00 PM Surveyed footage: Status: Operator: Work order no.: 14.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy • Comments WITH THE FLOW OBSERVATIONS 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type I 14.3 No Catch Basin-Downstream Type II 14.3 No STOP • Observations By Inspections Wednesday, December 24,2014 5:51 PM Page 1 of 1 PRO-VAC 6622 112th St E Puyallup, WA 98373 '" Phone: 253-435 4328 Cell:206-423-2445(Jerry) s w p SITE DATA Mainline ID: City: Address: NWC-18 RENTON HARRING.TON & NE 12TH ST Upstream node: Downstream node: Pipe type: Pipe shape: Pipe height: Pipe width: 18 11 ADS Circular 12 INSPECTION DATA Scheduled date: Start date/time: End date/time: 12/24/2014 5:31:41 PM 12/24/2014 5:38:58 PM 12/24/2014 5:40:25 PM Surveyed footage: Status: Operator: Work order no.: 15.3 Stopped Pat Pacheco Reason: Weather: Condition: Assessment Cloudy Comments WITH THE FLOW OBSERVATIONS 0.0 No START WITH FLOW 0.0 No Catch Basin-Upstream Type I 15.3 No Catch Basin-Downstream Type II 15.3 No STOP Observations By Inspections Wednesday, December 24,2014 5:51 PM Page 1 of 1 AML 1 Washington State Department of Transportation Request for Approval of Material Contract Number FA Number SR Date 7 1 9/23/2014 Section/Title of Project County Sunset Community Low Impact Development King County Contractor Subcontractor NW Cascade Tee Concrete Construction Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Portland Cement 1/II Lehigh Northwest Cement Co 9.01.2 Coarse Aggregate Corliss Resources,Inc. 9.03.1(4) Fine Aggregate Corliss Resources,Inc. 9.03.1(2) GGBFS(Slag) Lafarge NA,Seattle 9-23.10 P23010P-Pervious Corliss Resources,Inc. 6.02.3 MB-AE 90-Air BASF-Master Builders 9-23.6 Entrainment Glenium 3030-Water BASF-Master Builders 9-23.6 Reducing Admixture VMA 358-Viscosity BASF-Master Builders 9-23.6 Modifyiniz Admixture Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2012 CORLISS RESOURCES Since 1945 low P.O.BOX 487 SUMNER,WA 98390 PHONE:(253)891-6680 FAX:(253)891-6691 ACCT:(253)826-8384 PREPARED FOR NORTHWEST CASCADE PROJECT SUNSET COMMUNITY LOW IMPACT DEVELOPMENT RENTON, WA MIX DESIGN SUBMITTAL CONTENTS: MIX DESIGNS BREAK DATA MILL CERTS/DATA SHEETS CONDITIONS OF SALE PREPARED BY: STEVE VALENTA/SALES TONV BOWMAN/QC Monday,September 22,2014 CONFIDENTIAL t CORL/SS RESOURCES Since 1445 P.O. BOX 487 SUMNER,WA 98390 DISPATCH: (253) 891-6680 FAX: (253) 891-6691 ACCT: (253) 826-8384 STEVE VALENTA(253)405-0165 NORTHWEST CASCADE SUNSET COMMUNITY LOW IMPACT DEVELOPMENT ��MIXID USE IN PROJECT P23010P PERVIOUS CONCRETE OPTIONAL PRODUCTS (MUST BE REQUESTED WHEN ORDERING) PRODUCT NAME PROPERTIES DELVO SET RETARDER AC 534 POZZOLITH NON-CHLORIDE ACCELERATOR HOT WATER HOT WATER PLASTIC ROLL OF PLASTIC, 6 MIL 20'X50' 1/299 X 21/2" EXPANSION EXPANSION JOINTING MATERIAL, 100' LINEAR 3/8" X 3" EXPANSION EXPANSION JOINTING MATERIAL, 100' LINEAR BASF- MASTERFIBER M-100 MONOFILAMENT MICROSYNTHETIC FIBER PLEASE USE THIS LIST WHEN ORDERING CONFIDENTIAL CORLISS RESOURCES -.., PO BOX 487 , CONCRETE MIX DESIGN REPORT SUMN3E8R3WA-569390 fax 253-863-1568 LIENT: NORTHWEST CASCADE PROJECT: SUNSET COMMUNITY LOW IMPACT DEVELOPMENT IX ID#: P23010P USAGE: PERVIOUS CONCRETE DATE: 9/22/14 PSI@28 RATIO: 3000 si SLUMP: NA +/_ /C RATIO: 0,30 %GGBFS: AIR: 18.0 % +/- lO% AIR ENT.? NO PLANT: AVAILABLE AT ALL PLANTS LACEMENT: TAILGATE/BOOM PUMP RECYCLED: 3.6/, UNIT WT: 130.1 AGG SIZE: 1/2 MATERIALS&SOURCE INFO QUANTITY(PER YD') SG SSD -CEMENTITIOUS MATERIALS- VOLUME CEMENT LEHIGH TYPE I/II 470 SLAG LAFARGE NA GRADE 100 GGBFS 3.15 2.39 WATER- 50 2.87 0.28 POTABLE WATER MUNICIPAL SOURCES ASTM C94 5.3 155 AGGREGATES- 1.00 2.48 ENUMCLAW A-44 3/8" ASTM C33 #8 2895 2.68 17.31 ADMIXTURES- BASF GLENIUM 3030 FULL RANGE WATER REDUCING ADMIX. 3.0 1.05 0.00 BASF VMA 358 VISCOSITY MODIFYING ADMIXTURE BASF M100 MONOFILAMENT POLYPROPYLENE FIBER 9.5 1.91 0.09 1.5 0.91 0.00 AIR VOLUME: �2� OPTIONAL PRODUCTS-MUST BE RE UESTED WHEN PLACING ORDER MATERIAL DOSAGE USE REMARKS: REAK DATA DATE SAMPLE ID CONC.TEMP SLUMP AIR% BH O ADDED3 DAY 7 DAY 14 DAY 2S DAY AVG STD DEV (MOVING AVG OF 3) AVERAGE: PREPARED: T.BOWMAN APPROVED: / Tony Bowman,QC Manager DATE: 9/22/2014 Lehigh Cement, a division of Lehigh Hanson Materials Limited L A=. ", 7777 Ross Road Delta, British Columbia,V4G 1 B8 HEIDELBERGCEAA ENT Group P.O. Box 950,WK3S6 MILL TEST REPORT ph:604.946.0411 Cement Type: ASTM Type 1/11, AASHTO Type I Low Alkali Portland Cement Plant: Delta, BC Certificate #: D2-433 Production Period: May 01 2014 Test ASTM AAS11T0 May 31 2014 Result C150 M85 Specification Specification Si02(%) ASTMC114 20•0 A1203(%) ASTMC114 4.9 max. 6.0 Fe203(%) ASTMC114 3.64 max. 6.0 Ca0(%) ASTM C114 64.5 - MgO (%) ASTMC114 0.8 max. 6.0 max. 6.0 S03 (%) ASTMCI14 2.78 max. 3.0 max. 3.0 Na20(%) ASTMC114 0.27 - K20(%) ASTM CIl4 0.35 - Ti02(%) ASTM Cl14 0.26 - C3S(%) ASTM C150 62 - C2S(%) ASTM C150 8 C3A(%) ASTM C150 6 max. 8 max. 8 C4AF(%) ASTM C150 11 - - Equivalent Alkalies(%) ASTddC150 0.50 max. 0.60 max. 0.60 Loss on Ignition (%) ASTMC114 2.8 max. 3.0 mar. 3.0 Insoluble Residue(%) ASTMC114 0.22 max. 0.75 max.0.75 Free Calcium Oxide (%) ASTMCIl4 0.6 - - 0O2 in Cement(%) ASTMC114 1.8 - CaCO3 in Limestone(%) ASTM C 114 98 min. 70 min. 70 Limestone in Cement(%) ASTNIC150 4.2 max. 5.0 max. 5.0 Vicat Setting Time Initial (minutes) ASTXIC191 88 min. 45 max. 375 min. 45 max. 375 Blaine Fineness (m2/kg) ASTMC204 387 min. 260 min.280 +325 mesh ASTMC430 2.3 - Air Content of Mortar(%) ASTMC185 7 max. 12 max. 12 Autoclave Expansion(%) ASTMC151 0.01 max. 0.80 max. 0.80 Compressive Strength MPa/ psi 3 Day ASTMC1091109M 27.6/4000 min. 12.0 min. 12.0 7 Day ASTMC1091109M 34.5/5000 min. 19.0 min. 19.0 28 Day(previous month) ASTMC1091109M 41.3/5990 - - This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C-150 for Type I and Type II Low Alkali Portland Cements and AASHTO Specification M-85 for Type I Low Alkali Portland Cement. Siu Kei(S.K.)Ng � � June 12, 2014 Plant Chemist LkA�Ft�G Cement Test Report Mill Test Report Number: SEA_NEWCEM_AUG14 YEAR: 2014 MONTH: AUGUST PLANT: Seattle CEMENT TYPE: Grade 100 NewCem Reference Cement Slag Fineness by Air Permeability 392 Fineness by Air Permeability 495 (m2/kg;ASTM C204) (m2/kg;ASTM C204) Fineness by 45 µm(No.325)Sieve 1.9 Fineness by 45 µm(No.325)Sieve 0.7 (%retain;ASTM C430) (%retain;ASTM C430) Compressive Strength (ASTM C109/C109 M) psi Compressive Strength SAI Limit 7-day 4,320 (ASTM C109/C109 M) P-si SAI Min 28-day 5,310 7-day 4,465 103 75 28-day Previous Month 6,255 118 95 Actual Max Limit Total Alkalies(Na2O+0.658 K2O) 0.85 0.9 Specific Gravity 2.87 ASTM C114) (Mg/m3;ASTM C188) Actual Max Limit Slag Air Content of Mortar 4.7 12 CHEMICAL ANALYSIS Percent (%,ASTM C185) Silica Dioxide(S'02j ASTM C114) 29.4 Ferric Oxide(Fe2O31 ASTM C114) 0.9 Sulfide Sulfur 0.66 2.5 Aluminum Oxide(AI2O3;ASTM C114) 12.8 (%S,ASTM C114) Calcium Oxide(CaO;ASTM C114) 41.3 Sulfur Trioxide(SO3;ASTM C114) 4.4 Sulfate Ion 2.8 4 Magnesium Oxide(MgO;ASTM C114) 4.5 (%as SO3,ASTM C114) Potassium Oxide(K2O;ASTM C114) 0.5 Titanium Oxide(TiO2,ASTM C114) 0.5 Autoclave expansion -0.001 0.5 Loss on Ignition(L.O.I.;ASTM C114) 2.5 (%,CSA A3004-B5) Inorganic Process Addition 11 The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989,AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag(GGBFS)and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City,Japan. NewCem is ground and manufactured in Seattle,WA. Certified by: Daniel Waldron Quality Control Laboratory Supervisor September 15,2014 CORL/SS RESOURCES P.O. Box 487 Since 1945 AGGREGATE TEST Sumner WA 98390 253-863-1569 REPORT fax-253-863-1568 BY: LAB: C.R.I. SAMPLE ID#. 14-493 SAMPLED: 8/21/14 FREC`D' 8/21 MATERIAL: 3/8" WASHED PEA GRAVEL STANDARD: ASTM SPEC#: ASTM C33#8 SAMPLE SIZE(Ibs): PIT: Enumclaw USAGE: Concrete WEATHER: PLANT: Enumclaw SAMPLED AT: Enumclaw SAMPLE BLENDED?: No ROUND: SAMPLED BY: TIME: LOCATION: FINE/COARSE SPLIT? No SIEVE/WASH SEPARATE? No FM: 3.84 OTHER: ALL WEIGHTS ARE CUMULATIVE TESTING DATE: 8/25/2014 BY: INITIAL TOTAL WT: � �10.7 1ST DRY(PRE-WASHING): 979.= FINALTOTAL WT: 978.6 SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT SIEVE WEIGHT 6" 1.7S" 5/8" #10 #SO 97T2 #200 973.4 S" 1.5" 1/2" 4,2 #16 970 #60 #270 4" 1.25" 3/8" 101A #20 #80 PAN 973,E 3„ 1,: 1/4" #30 #100 �: 2.51 2.5 7/8" #4 830 4 #36 #140 u 68.14 2„ 3 4" #8 C)74 9 1 #170 1 1 DUST RATIO AM LE RE ULT SIEVE %RETAIN %PASSING MIN MAX SIEVE %RETAIN %PASSING MIN MAX 6" #4 85 15 30 51' #8 100 0 10 4" #10 3" #16 100 0 5 2.5" #20 2" #30 kNOTES: #35 #40 #50 100 0 #60 #80 #100 #140 0 100 #170 10 90 100 #200 100 0.1 1.0 #270 IVALENCY: SINGLE FRACTURED FACE: DOUBLE FF: NO FF: CONFORMS VERIFIED BY: �`� QC Mgr. ENTERED BY: Tony Bowman Lead Technician DATE: 8/25/2014 Aggregate Source Approval Report Page 1 of,2 Washington state WSDOT MATERIALS LAB 05/27/2014 Departmenrken t of Transportation Aggregate Source Approval Report Owner: Corliss Resources, Inc. Aggregate Source: PS-A-44 Lessee: Known as: Enumclaw Pit Located in: SE 1/4 SW 1/4 SEC 20; NW 1/4 NW 1/4 SEC 29 Section 20,29,T20N R7E County: King Remarks: Degradation factor for Concrete Aggregates: 40 (5/02/14 GSW) Pit Run Materials: At the discretion of the Project Engineer, preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the material does in fact meet the specification for the intended use: Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 09/29/2009 Expiration Date: Drainage: Free R Value:69 Swell Pressure:0 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL BASE is required prior to use. Mineral Agg. and Surfacing: Test Date: 04/14/2014 Expiration Date: 04/14/2019 Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD):2.677 Bulk Sp.G.: Deg:59 LA: 17 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 05/02/2014 Expiration Date: 05/02/2019 ASR-14 Day:0.031 ASR-One Year: CCA Absorption: 1.61 CCA Sp.G:2.676 FCA Absorption:2.12 FCA Organics:2 FCA Sp.G:2.648 LA: 16 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: Expiration Date: Please see Remarks for Riprap and Quarry Spalls results. Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a littp://www.wsdot.wa.gov/biz/mats/AS A/AS AReport.cf111?prefix=A&pit_no=44 5/27/2014 Aggregate Source Approval Report Page 2 of 2 source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing_ Project Engineer __Region Operations__ __ Region Materials_ Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pit_nO=44 5/27/2014 0 ■ BASF 03 30 00 Cast-in-Place Concrete 03 37 13 Shotcrete The Chemical Company 034000 Precast concrete 3 03 70 00 Mass Concrete MasterFibero M 100 Monofilament Microsynthetic Fiber Description ' Features MasterFiber M 100 product ■ 225 million 0.75 in. (19 mm)fibers in one pound (0.45 kg)of product is a high-tensile strength, ■ Uniform distribution throughout the concrete matrix high modulus of elasticity, ultra-thin monofilament ■ Excellent finishability homopolymer polypropylene fiber designed to Benefits quickly distribute ■ Excellent reduction in plastic shrinkage cracking uniformly throughout the concrete matrix.At the ■ Transforms macro-cracks into micro-cracks engineered dosage level ■ Measurably reduces plastic settlement of 0.50 Ib/yd3(0.3 kg/m3) ■ Measurably reduces the concrete permeability, thus increasing the durability and MasterFiber M 100 product service life of the concrete outperforms all other plastic shrinkage fiber ■ Performs as an excellent companion in blends with macrosynthetic fibers and reinforcements at their steel fibers typical dosage of 1.0 Ib/yd3 (0.6 kg/m3). Performance Characteristics Applications Physical Properties Specific Gravity 0.91 Recommended for use in: Melting Point 320°F(160°C) ■ Residential slabs-on- ground Ignition Point 1,094°F(590°C) ■ Commercial slabs-on- Absorption Nil ground Alkali Resistance Excellent ■ Stucco Tensile Strength 70 ksi(480 MPa) ■ Dry-packaged cement Modulus of Elasticity 1,230 ksi(8.48 GPa) based products Available Lengths 0.5 in.(13 mm)and 0.75 in.(19 mm) 11 Precast products Equivalent Diameter 0,00047 in.(12 microns) 10 Pools and pool decks Denier 1 dpf Water tanks 10 Shotcrete MASTER° »BUILDERS SOLUTIONS MasterFiber M 100 Technical Data Sheet Guidelines for Use Product Notes Dosage: The recommended dosage of MasterFiber M 100 MasterFiber M 100 product is not a replacement for structural product is 0.50 Ib/yd3(0.3 kg/m3). steel reinforcement and therefore, should not be used to Mixing: Typically no modifications to the mixture proportions replace any of the load-carrying steel reinforcement in a are required when the product is used at the engineered concrete element. dosage of 0.50 Ib/yd3(0.3 kg/m3). MasterFiber M 100 product fibers can be introduced into the mixing system at any time Packaging except when the cement is being introduced. Mixing time will MasterFiber M 100 product is packaged in pre-weighed 0.50 vary based on when the fibers are introduced to the mixer.The lb (0.23 kg) and 2.5 lb (1.13 kg) degradable bags to ensure normal range is 3-5 minutes of mixing with the higher number optimum dosing and homogeneous distribution of the product. preferred when the fibers are added after all of the standard ingredients have been introduced and mixed. Related Documents Engineering Specifications Safety Data Sheets: MasterFiber M 100 product MasterFiber M 100 product is a uniquely developed fiber Additional Information to minimize plastic shrinkage cracking in concrete. With 112.5 million fibers in the engineered dosage of 0.50 lb/ For additional information on MasterFiber M 100 product, yd3 (0.3 kg/m3), MasterFiber M 100 product is capable of contact your local sales representative. reducing plastic shrinkage cracking by approximately 85%. The Admixture Systems business of BASF's Construction Conventional monofilament polypropylene fibers at 1.0 Ib/yd3 Chemicals division is the leading provider of solutions that (0.6 kg/m3) typically do not achieve 70% reduction in plastic improve placement, pumping, finishing, appearance and shrinkage cracking. performance characteristics of specialty concrete used in MasterFiber M 100 product meets the requirements of ASTM the ready-mixed,precast, manufactured concrete products, C 1116/C 1116M, Section 4.1.3, Type III and Note 2 as well underground construction and paving markets. For over as ICC ES AC32, Section 3.1.1 when used at the engineered 100 years we have offered reliable products and innovative dosage of 0.50 Ib/ydj(0.3 kg/m3). technologies, and through the Master Builders Solutions brand, we are connected globally with experts from many fields to provide sustainable solutions for the construction industry. BASF Corporation page 2 Of 3 www.master-builders-solutions.basf.us Masteffiber M 100 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. ©BASF Corporation 2014■01/14■OTH-DAT-0423 BASF Corporation United States Canada Admixture Systems 23700 Chagnn Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontado-6T 4M7 www.master-builders-solutions.basf.us Tel:800 628-9990 8 Fax:216 839-8821 Tel:800 387-5862 0 Fax:905 792-0651 page 3 of 3 03 30 00 Cast-in-Place Concrete ® ® BASF 3 03 40 00 Precast Concrete 03 70 00 Mass Concrete 4 The Chemical Company 04 05 16 Masonry Grouting MasterGleniumO 3030 Full-Range Water-Reducing Admixture Formerly Glenium 3030 NS* Description Features MasterGlenium 3030 ready- ■ Dosage flexibility for normal, mid- and high-range water reduction to-use full-range water- ■ Reduced water content for a given slump reducing admixture is a ■ Produces cohesive and non-segregating concrete mixture patented new generation of admixture based on ■ Increased compressive strength and flexural strength performance at all ages polycarboxylate chemistry. ■ Providing faster setting times and strength development MasterGlenium 3030 admixture is very effective ■ Enhanced finishability and pumpability in producing concretes with different levels of workability Benefits including applications that ■ Providing economic benefits to the entire construction team through higher require the use of self- productivity and reduced variable costs consolidating concrete (SCC).MasterGlenium 3030 performance Characteristics admixture meets ASTM C 494/C 494M requirements The dosage flexibility of MasterGlenium 3030 admixture allows it to be used as a normal, for Type A,water-reducing, mid-range and high-range water reducer. and Type F, high-range Mixture Data: 600 Ib/yd3 of Type I cement (360 kg/m3); slump, 8.5-9.25 in. (210-235 mm); water-reducing,admixtures. non-air-entrained concrete; dosage rate adjusted to obtain 25-30%water reduction. Applications Recommended for use in: ■ Concrete where high flowability, high-early and ultimate strengths and increased durability are needed ■ Self-consolidating concrete ■ Concrete where normal, mid-range,or high-range water-reduction is desired ■ Concrete where normal setting times are required ■ Strength-on-demand concrete, such as 4x4TM — Concrete MASTER° ■ Pervious concrete »BUILDERS ■ Self-consolidating grout SOLUTIONS MasterGlenium 3030 Technical Data Sheet Setting Time Guidelines for Use Initial Set Difference Dosage: MasterGlenium 3030 admixture has a recommended Mixture (h:min) (h:min) dosage range of up to 3 fl oz/cwt (195 mU100 kg) for Type Plain 4:24 _ A applications, 3-6 fl oz/cwt (195-390 mU100 kg) for mid- Conventional high-range range use and up to 18 fl oz/cwt (1,170 mU100 kg) for water-reducer 6:00 +1.36 Type F applications. The dosage range is applicable to most mid- to high-range concrete mixtures using typical concrete MasterGlenium 3030 admixture 5:00 +0.36 ingredients. However,variations in job conditions and concrete - — — materials, such as silica fume, may require dosages outside Compressive Strength the recommended range. In such cases, contact your local 1 Day 7 Days sales representative. Mixture psi MPa psi MPa Mixing: MasterGlenium 3030 admixture can be batched with Plain 1700 12 4040 28 the initial mixing water or as a delayed addition. However, optimum water reduction is generally obtained with a delayed Conventional high-range addition. water-reducer 3460 24 6380 44 MasterGlenium 3030 admixture 4120 28 7580 52 Product Notes Slump Retention- in.(mm) Corrosivity—Non-Chloride, Non-Corrosive: MasterGlenium 3030 admixture will neither initiate nor promote corrosion of Minutes reinforcing steel embedded in concrete, prestressed concrete Mixture 15 30 45 or of galvanized steel floor and roof systems. Neither calcium Plain chloride nor other chloride-based ingredients are used in the 8.5(215) 8.5(215) 7.5(200) manufacture of MasterGlenium 3030 admixture. Conventional high-range Compatibility: MasterGlenium 3030 admixture is compatible water-reducer 8.5(215) 4.25(110) 3.5(90) with most admixtures used in the production of quality concrete, MasterGlenium 3030 including normal, mid-range and high-range water-reducing admixture 9.25(235) 9.25(235) 8.25(210) admixtures, air-entrainers, accelerators, retarders, extended set --- control admixtures, corrosion inhibitors, and shrinkage reducers. Rate of Hardening:MasterGlenium 3030 admixture is formulated to produce normal setting characteristics throughout its Do not use MasterGlenium 3030 admixture with admixtures recommended dosage range. Setting time of concrete is containing beta-naphthalene-sulfonate.Erratic behaviors in slump, influenced by the chemical and physical composition of the slump flow,and pumpability may be experienced. basic ingredients of the concrete,temperature of the concrete For directions on the proper evaluation of MasterGlenium and ambient conditions. Trial mixtures should be made with 3030 admixture in specific applications, contact your local actual job materials to determine the dosage required for a sales representative. specified setting time and a given strength requirement. BASF Corporation Admixture ',sterns www.master-builders-solutions.basf.us page 2 of 3 MasterGlenium 3030 Technical Data Sheet Storage and Handling Limited Warranty Notice Storage Temperature: MasterGlenium 3030 admixture should BASF warrants this product to be free from manufacturing be stored above freezing temperatures. If MasterGlenium 3030 defects and to meet the technical properties on the current admixture freezes,thaw at 45 OF(7°C)or above and completely Technical Data Guide, if used as directed within shelf life. reconstitute by mild mechanical agitation. Do not use pressurized Satisfactory results depend not only on quality products but air for agitation. also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR Shelf Life: MasterGlenium 3030 admixture has a minimum IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY shelf life of 12 months. Depending on storage conditions, the OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT shelf life may be greater than stated. Please contact your local TO ITS PRODUCTS. The sole and exclusive remedy of sales representative regarding suitability for use and dosage Purchaser for any claim concerning this product, including but recommendations if the shelf life of MasterGlenium 3030 not limited to, claims alleging breach of warranty, negligence, admixture has been exceeded. strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty Packaging or refund of the original purchase price of product that MasterGlenium 3030 admixture is supplied in 55 gal (208 L) fails to meet this warranty, at the sole option of BASF. Any drums, 275 gal(1040 L)totes and by bulk delivery. claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims Related Documents not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, Safety Data Sheets: MasterGlenium 3030 admixture INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Additional Information Purchaser must determine the suitability of the products for the For additional information on MasterGlenium 3030 admixture or intended use and assumes all risks and liabilities in connection its use in developing concrete mixes with special performance therewith. This information and all further technical advice are characteristics,contact your local sales representative. based on BASF's present knowledge and experience.However, The Admixture Systems business of BASF's Construction BASF assumes no liability for providing such information and Chemicals division is the leading provider of solutions that advice including the extent to which such information and improve placement, pumping, finishing, appearance and advice may relate to existing third party intellectual property performance characteristics of specialty concrete used in rights, especially patent rights, nor shall any legal relationship the ready-mixed,precast,manufactured concrete products, be created by or arise from the provision of such information underground construction and paving markets. For over and advice. BASF reserves the right to make any changes 100 years we have offered reliable products and innovative according to technological progress or further developments. technologies, and through the Master Builders Solutions The Purchaser of the Product(s) must test the product(s) for brand, we are connected globally with experts from many suitability for the intended application and purpose before fields to provide sustainable solutions for the construction proceeding with a full application of the product(s).Performance industry. of the product described herein should be verified by testing and carried out by qualified experts. HSE "Glenium 3030 NS became MasterGlenium 3030 under the Master Builders Solutions brand,effective January 1,2014, /AN 81 ©BASF Corporation 2014■01/14■PRE-DAT-0055 United States Canada BASF Corporation 23700 Chagrin Boulevard 1800 Clark Boulevard Admixture Systems Cleveland,Ohio 44122-5544 Brampton,Ontario L6T 4M7 www.master-builders-soluti ons.basf.us Tel:800 628-9990■Fax:216 839-8821 Tel:800 387-5862 9 Fax:905 792-0651 page 3 of 3 Qualified Product List Page 1 of 1 A yT �Stme 5aarch Contact WSWT i,WSDOT Homa wI/ �WNtnt—of Trmspcnation • 40• � _ � 012MM• Qualified Product List Product Information Manufacturer : BASF Construction Chemicals Inc. Cleveland - OH Product Name : MasterGlenium 3030 Standard Spec : 9-23.6, Concrete Admixture - Type A - Water-Reducing Admixtures Product Description : Liquid normal range water reducing admixture for concrete: Type A Product Restriction Acceptance Code : 2250 Code Description : Acceptance is by field verification of an acceptable Certificate of Compliance stating the concrete admixture brand and dosage on the concrete producer's certificate of compliance'conforms to the approved concrete mix design. This shall be done by signing and dating the `Concrete Producer's Certificate of Compliance'. Last Updated : Nov 27, 2013 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2003 Traffic&Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=2002098&produc... 9/22/2014 03 30 00 Cast-in-Place Concrete 11 ■ BASF 3 03 40 00 Precast Concrete The Chemical Company 03 70 00 Mass Concrete 04 05 16 Masonry Grouting MasterMatrixO VMA 358 Viscosity-Modifying Admixture Formerly Rheomac VMA 358* Description Features MasterMatrix VMA 358 ■ Modifies viscosity of concrete organic, viscosity-modifying admixture(VMA) is a ready- Benefits to-use, liquid admixture ■ Controls bleeding developed for producing concrete with enhanced ■ Reduces segregation, even with highly fluid concrete mixtures viscosity and controlled ■ Enhances pumping and finishing rheological properties. Concrete with MasterMatrix ■ Reduces sagging, helping plastic concrete maintain its shape on slopes and arches VMA 358 admixture exhibits ■ Facilitates production of highly fluid concrete mixtures such as SCC superior stability,thus ■ Facilitates placement of pervious concrete mixtures increasing resistance to segregation and facilitating ■ Superior and predictable in-place concrete properties placement. ■ Enhances surface appearance MasterMatrix VMA 358 ■ Flexibility in mixture proportioning admixture meets ASTM C ■ Provides concrete stability during transport and placement 494/C 494M requirements for Type S, Specific Performance, admixtures. Performance Characteristics Setting Time: MasterMatrix VMA 358 admixture has little to no impact on concrete setting Applications time within the recommended dosage range of 2 to 10 fl oz/cwt (130 to 650 mU100 kg) of Recommended for use in: cementitious materials. ■ Concrete containing Compressive Strength: MasterMatrix VMA 358 admixture does not affect the compressive "gap-graded"aggregates strength of concrete. Slight increases in compressive strength have, however, been noted in SCC mixtures containing MasterMatrix VMA 358 admixture. ■ Lean concrete mixtures Workability: A slight decrease in slump or slump flow may be noted after the addition of ■ Concrete containing MasterMatrix VMA 358 admixture due to the increase in concrete viscosity. If necessary, manufactured sand the slight decrease in slump or slump flow can be offset easily by a minor increase in water- Concrete as a pumping aid reducing or high-range water-reducing admixture dosage. Very high slump flows can be ■ Concrete as a finishing aid achieved in SCC produced with MasterMatrix VMA 358 admixture. ■ Concrete mixtures Slump Retention:In general,the slump retention characteristic of concrete mixtures containing requiring "more body" MasterMatrix VMA 358 admixture is similar to that of plain concrete. ■ Self-Consolidating Air Content:Typical dosages of air-entraining admixtures may be used to achieve the desired Concrete(SCC) air content when using MasterMatrix VMA 358 admixture. ■ Liquid Sand program ■ Pervious Concrete ■ Self-Consolidating Grout MA TER 0 »BUILDERS SOLUTIONS MasterMatrix VMA 358 Technical Data Sheet Guidelines for Use Packaging Dosage: The recommended dosage range for MasterMatrix MasterMatrix VMA 358 admixture is supplied in 55 gal (208 Q VMA 358 admixture is 2 to 10 fl oz/cwt(130 to 650 mIJ100 kg) drums, 275 gal (1040 Q totes and by bulk delivery. of cementitious materials for most concrete mixtures.A dosage of 2 to 6 fl oz/cwt (130 to 390 mL/100 kg) is recommended Related Documents for typical concrete mixtures requiring "more body"to facilitate Safety Data Sheets: MasterMatrix VMA 358 admixture pumping and finishing procedures. A dosage of up to 10 fl oz/cwt (650 mIJ100 kg) is recommended to provide stability in self-consolidating concrete mixtures. Because of variations Additional Information in concrete materials, jobsite conditions and/or applications, For additional information on MasterMatrix VMA 358 dosages outside of the recommended range may be required. admixture or on its use in developing concrete mixtures with Mixing: MasterMatrix VMA 358 admixture is typically added special performance characteristics, contact your local sales with the initial mix water. Alternately, MasterMatrix VMA 358 representative. admixture may be added after all other concreting ingredients The Admixture Systems business of BASFs Construction have been batched and thoroughly mixed, either at the batch Chemicals division is the leading provider of solutions that plant or at the jobsite. improve placement, pumping, finishing, appearance and performance characteristics of specialty concrete used in Product Notes the ready-mixed,precast, manufactured concrete products, Compatibility: Do not use MasterMatrix VMA 358 admixture with underground construction and paving markets. For over admixtures containing beta-naphthalene sulfonate such as 100 years we have offered reliable products and innovative MasterRheobuild® 1000 admixture. Erratic behaviors in slump, technologies, and through the Master Builders Solutions slump flow and pumpability may be experienced. MasterMatrix brand, we are connected globally with experts from many VMA 358 admixture is compatible with most other admixtures fields to provide sustainable solutions for the construction used in the production of quality concrete including normal,mid- industry. range and high-range water-reducing admixtures,air entrainers, accelerators, retarders, extended set-control admixtures, corrosion inhibitors and shrinkage reducers. However a field trial is recommended to ensure appropriate performance. Storage and Handling Storage Temperature:MasterMatrix VMA 358 admixture must be stored at temperatures above 41 °F(5 °C)to avoid dispensing difficulties due to thickening. Do not allow MasterMatrix VMA 358 admixture to freeze since it cannot be reconstituted after thawing. Shelf Life: MasterMatrix VMA 358 admixture has a minimum shelf life of 12 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterMatrix VMA 358 admixture has been exceeded. Dispensing: Consult your local sales representative for the proper dispensing equipment for MasterMatrix VMA 358 admixture. If dispensing directly from the 55 gal (208 Q drum, it is recommended that the larger 2 in. (50 mm) opening be used. BASF Corporation www.master-builders-solutions.basf.us page 2 of 3 MasterMatrix VMA 358 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE,EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF.Any claims concerning this product must be received in writing within one(1)year from the date of shipment and any claims not presented within that period are waived by Purchaser.BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS)OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third parry intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. Rheomac VMA 358 became MasterMatrix VMA 358 under the Master Builders Solutions brand,effective January 1,2014. ©BASF Corporation 2014■01/14■PRE-DAT-0025 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontario-6T 4M7 www.master-builders-solutions.basf.us Tel:800 628-9990 IN Fax:216 839-8821 Tel:800 387-5862 0 Fax:905 792-0651 page 3 of 3 Qualified Product List Page 1 of 1 AN& Laws Sasrch ] Contact VVSDOT WSDOT Hortroa WAshkWon State t}epartmaetit of 7►aen ia, -• IRS Qualified Product List Product Information Manufacturer : BASF Construction Chemicals Inc. Cleveland - OH Product Name : MasterMatrix VMA 358 Standard Spec : 9-23.6, Concrete Admixture - Type S - Specific Performance Admixtures Product Description : Liquid self consolidating admixture for concrete: Type S. Viscosity Modifying Admixture Product Restriction Acceptance Code : 2250 Code Description : Acceptance is by field verification of an acceptable Certificate of Compliance stating the concrete admixture brand and dosage on the 'concrete producer's certificate of compliance' conforms to the approved concrete mix design. This shall be done by signing and dating the'Concrete Producer's Certificate of Compliance'. Last Updated : Nov 27, 2013 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2003 Traffic&Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=2009023&produc... 9/22/2014 BASF 03 30 00 Cast-in-Place Concrete The Chemical Company 03 40 00 Precast Concrete 03 70 00 Mass Concrete MasterSeV DELVO Hydration Controlling Admixture Formerly DFLVO Stabilizer* Description Features MasterSet DELVO ready- ■ Reduced water content required for a given workability to-use, liquid admixture ■ Retarded setting time characteristics is used for making more uniform and predictable ■ Improved workability high-performance concrete. MasterSet Benefits DELVO admixture retards W Provides flexibility in the scheduling of placing and finishing operations setting time by controlling the hydration of portland Offsets the effects of slump loss during extended delays between mixing and placing cement and other 9 Reduces waste associated with concrete washwater and returned concrete cementitious materials . Increased strength—compressive and flexural while facilitating placing and finishing operations. performance Characteristics MasterSet DELVO admixture meets ASTM C Rate of Hardening: The temperature of a concrete mixture and the ambient temperature 494/C 494M requirements (forms,earth,air,etc.)affect the hardening rate of concrete.At higher temperatures,concrete for Type B, retarding, and hardens more rapidly which may cause problems with placing and finishing. Type D, water-reducing and One of the functions of MasterSet DELVO admixture is to retard the set of concrete.Within the retarding, admixtures. normal dosage range,it will generally extend the working and setting times of concrete containing normal portland cement, fly ash, slag cement and silica fume approximately 1 hour to 5 hours Applications compared to a plain concrete mixture. This depends on job materials and temperatures. Trial Recommended for use in: mixtures should be made under approximate job conditions to determine the dosage required. ■ Stabilization of concrete Compressive Strength:Concrete produced with MasterSet DELVO admixture will develop higher washwater early (within 24 hours) and higher ultimate strengths than plain concrete when used within ■ Stabilization of returned the recommended dosage range and under normal, comparable curing conditions. When MasterSet DELVO admixture is used in heat-cured concrete,the length of the preheating period plastic concrete should be increased until the initial set of the concrete is achieved. The actual heat-curing ■ Stabilization of freshly period is then reduced accordingly to maintain existing production cycles without sacrificing batched concrete for early or ultimate strengths. long hauls ■ 4x4TM Concrete ■ Pumped concrete, shotcrete(wet mix) and conventionally-placed concrete ■ Plain, reinforced, precast, prestressed, lightweight and normal weight concrete MASTER® ■ Pervious concrete *BUILDERS SOLUTIONS MasterSet DELVO Technical Data Sheet Guidelines for Use Storage and Handling Dosage: MasterSet DELVO admixture is recommended for Storage Temperature: MasterSet DELVO admixture should be use at a dosage of 4 t 1 fl oz/cwt (260 t 65 mL/100 kg) stored above freezing temperatures. If MasterSet DELVO of cementitious materials for most concrete mixtures using admixture freezes,thaw at 35°F(2°C)or above and completely average concrete ingredients. Because of variations in job reconstitute by mild mechanical agitation.Do not use pressurized conditions and concrete materials, dosages other than the air for agitation. recommended amounts may be required. In such cases, Shelf Life: MasterSet DELVO admixture has a minimum shelf contact your local sales representative. For concrete life of 12 months. Depending on storage conditions, the shelf washwater and returned concrete stabilization, utilize life may be greater than stated. Please contact your local MasterSet DELVO charts to determine the appropriate sales representative regarding suitability for use and dosage dosage rates. recommendations if the shelf life of MasterSet DELVO admixture has been exceeded. Product Notes Corrosivity - Non-Chloride, Non-Corrosive: MasterSet DELVO Packaging admixture will neither initiate nor promote corrosion of reinforcing MasterSet DELVO admixture is supplied in specially designed steel in concrete.This admixture does not contain intentionally- 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk added calcium chloride or other chloride-based ingredients. delivery. Compatibility: MasterSet DELVO admixture may be used in combination with any BASF admixture.When used in conjunction Related Documents with another admixture, each admixture must be dispensed Safety Data Sheets: MasterSet DELVO admixture separately into the mixture. BASF Corporation Admixt�. erns www.master-builders-solutions.basf.us page 2 of 3 MasterSet DELVO Technical Data Sheet Additional Information Limited Warranty Notice For more information on MasterSet DELVO admixture,contact BASF warrants this product to be free from manufacturing your local sales representative. defects and to meet the technical properties on the current The Admixture Systems business of BASF's Construction Technical Data Guide, if used as directed within shelf life. Chemicals division is the leading provider of solutions that Satisfactory results depend not only on quality products but improve placement, pumping, finishing, appearance and also upon many factors beyond our control. BASF MAKES performance characteristics of specialty concrete used in NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR the ready-mixed,precast,manufactured concrete products, IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY underground construction and paving markets. For over OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT 100 years we have offered reliable products and innovative TO ITS PRODUCTS. The sole and exclusive remedy of technologies, and through the Master Builders Solutions Purchaser for any claim concerning this product, including but brand, we are connected globally with experts from many not limited to, claims alleging breach of warranty, negligence, fields to provide sustainable solutions for the construction strict liability or otherwise, is shipment to purchaser of product industry. equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1)year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL(INCLUDING LOST PROFITS)OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. SF 1n "Delvo Stabilizer became MasterSet DELVO under the Master Builders Solutions brand,effective January 1,2014. � I�F9/AN9161 ©BASF Corporation 2014 9 04/14 a PRE-DAT-0021 BASF Corporation United States Canada Ad 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel:800 628-9990 s Fax:216 839-8821 Tel:800 387-5862 a Fax:905 792-0651 page 3 of 3 Qualified Product List Page 1 of 1 Swarch Contact YHSDOT ! WSDOT Home .1/' C•partm•nnt of Transportation 94 • • Qualified Product List Product Information Manufacturer : BASF Construction Chemicals Inc. Cleveland - OH Product Name : MasterSet DELVO Standard Spec : 9-23.6, Concrete Admixture - Type B - Retarding Admixtures Product Description : Liquid set retarding admixture for concrete: Type B Product Restriction Acceptance Code : 2250 Code Description : Acceptance is by field verification of an acceptable Certificate of Compliance stating the concrete admixture brand and dosage on the 'concrete producer's certificate of compliance' conforms to the approved concrete mix design. This shall be done by signing and dating the'Concrete Producer's Certificate of Compliance'. Last Updated : Nov 27, 2013 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2003 Traffic&Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=2002001&produc... 9/22/2014 ® ■ BASF The Chemical Company 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete MasterSetO AC 534 Accelerating Admixture Formerly Pozzolith NC 534' Description Features MasterSet AC 534 ■ Accelerated setting time across a wide range of temperatures patented, ready-to- ■ Increased early compressive and flexural strengths use, liquid admixture is formulated to accelerate Benefits time of setting and to increase early concrete ■ Earlier finishing of slabs — reduced labor costs strengths. MasterSet AC ■ Reduced in-place concrete costs 534 admixture does not contain calcium chloride ■ Reduced or eliminated heating and protection time in cold weather and is formulated to comply ■ Earlier stripping and reuse of forms with ASTM C 494/C 494M ■ Superior finishing characteristics for flatwork and cast surfaces Type C, accelerating, admixture requirements. Performance Characteristics Applications Mixture Data:453 Ib/yd'(269 kg/m3) of Type I cement; 3-4 in. (75-100 mm) slump; concrete Recommended for use in: temperature 74 T (23 °C); ambient temperature 50 and 75 T (10 and 24 °C); non-air- entrained concrete. ■ Reinforced, precast, Setting time @ 50°F(10°C) pumped, Plowable, lightweight or normal Initial Set(h:min) Difference(h:min)) weight concrete and Plain 13:44 REF shotcrete(wet mix) MasterSet AC 534 admixture @ ■ Concrete placed on 20 fl oz/cwt(1,300 mIJ100 kg) 7:11 -6:33 galvanized steel floor and roof systems which are 40 fl oz/cwt(2,600 mIJ100 kg) 6:05 -7:39 left in place ■ Prestressed concrete Setting time @ 75°F(24°C) ■ Fast-track concrete Initial Set(h:min) Difference(h:min)) construction Plain 8:18 REF ■ Concrete subject to MasterSet AC 534 admixture @ chloride ion constraints 20 fl oz/cwt(1,300 mIJ100 kg) 4:59 -3:19 ■ 4x4TM Concrete 40 fl oz/cwt(2,600 mIJ100 kg) 4:18 -4:00 ■ Self-consolidating -- -_T.- - -- --� concrete(SCC) ■ Pervious concrete MASTER° BUILDERS SOLUTIONS MasterSet AC 534 Technical Data Sheet Guidelines for Use Storage and Handling Dosage: The recommended dosage range for MasterSet Storage Temperature: MasterSet AC 534 admixture should AC 534 admixture is 10-45 fl oz/cwt (0.65 — 2.9 U100 kg) be stored above freezing temperatures. If MasterSet AC 534 of cementitious materials for most concrete mixtures using admixture freezes,thaw at 35°F(2'C)or above and completely average concrete ingredients. Because of variations in job reconstitute by mild mechanical agitation. Do not use pressurized conditions and concrete materials, dosage rates other than air for agitation. the recommended amounts may be required. In such cases, Shelf Life: MasterSet AC 534 admixture has a minimum shelf contact your local sales representative. life of 18 months. Depending on storage conditions, the The maximum dosage of MasterSet AC 534 in potable water shelf life may be greater than stated. Please contact your applications that require the use of NSF Certified products is local sales representative regarding suitability for use and 30 fl oz/cwt(2.0 Ukg) of cementitious materials. For specialty dosage recommendations if the shelf life of MasterSet AC 534 concrete mixtures such as 4x4 Concrete, dosages up to 100 admixture has been exceeded. fl oz/cwt(6.5 U100 kg) may be required. Packaging Product Notes This product is supplied in 55 gal (208 Q drums, 275 gal Corrosivity — Non-Chloride, Non-Corrosive: MasterSet AC 534 (1040 Q totes and by bulk delivery. admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. Related Documents Compatibility: MasterSet AC 534 admixture may be used Safety Data Sheets: MasterSet AC 534 admixture in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mixture. BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterSet AC 534 Technical Data Sheet Additional Information Limited Warranty Notice For additional information on MasterSet AC 534 admixture or its BASF warrants this product to be free from manufacturing use in developing a concrete mixture with special performance defects and to meet the technical properties on the current characteristics, contact your local sales representative. Technical Data Guide, if used as directed within shelf life, The Admixture Systems business of BASF's Construction Satisfactory results depend not only on quality products but Chemicals division is the leading provider of solutions that also upon many factors beyond our control. BASF MAKES improve placement, pumping, finishing, appearance and NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR performance characteristics of specialty concrete used in IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY the ready-mixed,precast,manufactured concrete products, OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT underground construction and paving markets. For over TO ITS PRODUCTS. The sole and exclusive remedy of 100 years we have offered reliable products and innovative Purchaser for any claim concerning this product, including but technologies, and through the Master Builders Solutions not limited to, claims alleging breach of warranty, negligence, brand, we are connected globally with experts from many strict liability or otherwise, is shipment to purchaser of product fields to provide sustainable solutions for the construction equal to the amount of product that fails to meet this warranty industry. or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1)year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL(INCLUDING LOST PROFITS)OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third parry intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. . HSF. "Pozzolith NC 534 became MasterSet AC 534 under the Master Builders Solutions brand,effective January 1,2014. ©BASF Corporation 2014•01/14■PRE-DAT-0080 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard y Cleveland,Ohio 44122-5544 Brampton,Ontario-6T 4M7 www.master-builders-solutions.basf.us Tel:800 628-9990 0 Fax:216 839-8821 Tel:800 387-5862 0 Fax:905 792-0651 page 3 of 3 Qualified Product List Page 1 of 1 AM► Ihm Search contact WSDOT i, WSDOT Hama Was#tington State *V Deparh»er►t of T►anaporution a e i Qualified Product List Product Information Manufacturer : BASF Construction Chemicals Inc. Cleveland - OH Product Name : MasterSet AC 534 Standard Spec : 9-23.6, Concrete Admixture - Type C - Accelerating Admixtures Product Description : Liquid set accelerating admixture for concrete: Type C Product Restriction Restrictions: This is a non-chloride accelerator and can only be used in Portland Cement Concrete Pavement Acceptance Code : 2250 Code Description : Acceptance is by field verification of an acceptable Certificate of Compliance stating the concrete admixture brand and dosage on the concrete producer's certificate of compliance' conforms to the approved concrete mix design. This shall be done by signing and dating the'Concrete Producer's Certificate of Compliance'. Last Updated : Nov 27, 2013 Contractors with WSDOT Click here for Contractor Product Info Pape Copyright WSDOT©2003 Traffic&Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=2005041&produc... 9/22/2014 National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT i Sumer Plant 1, Sumner, WA Corliss Resources Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mrxed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures 3T W-1 j Signature of Licensed Professional Engine r sr Eo le October I0 2013 December 0 2015 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official Title of&mpany Qfficial NOTICE:The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Confooance of the concrete itself with specification requirements must be verified by usual inspection methods In accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed.Concrete Production Facilities,QC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#:813376 Certification ID#: 16476 0 1965, 1992,2001,2002,2006 t National Ready Mixed Concrete Association. 900.Smog,Street p,Situer S ritt •�I to� P 9. . , ry ;�d 20910 � National Ready Mixed Concrete Association ,(T(( Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Federal Way Plant 2, .Federal Way, WA Corliss Resources Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures G. SIyo 0 OF WAs, �i Z Signature of Licensed Professional Engineer atsT>~a �`` April 16, 2014 June 24, 2016 SC+D�1AL E ( Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correcttprolptlyan ficiencies which develop. ignature of Company Official Title of Company Official NOTICE:The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete be with specification requirements must be verifies by usual inspection methods in accordance with sates agreements. This certificate is issued by the National Ready Wed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Wked Concrete Production Facilities,QC3.Unauthorized reproduction or misuse of this certificate may result in legal aodon. Plant ID#: 815045 Certification ID#: 16954 © 1965, 1992,2001,2002,2006 National Ready Mixed Concrete Association 900 Spring Street 9 Silver Spring Maryland 20910 CORLISS RESOURCES Since 1945 CONDITIONS OF SALE CORLISS RESOURCES INC. will not be responsible for concrete strength test results unless the following conditions are met: 1. Sampling, making, curing and testing of compressive and flexural strength test specimens will be done in accordance with the American Society for Testing and Materials (ASTM) standards, latest revision. 2. All concrete tests will be performed ONLY by a technician who is currently certified ACI Concrete Field Testing Technician —Grade I. (ACI 301-96, Section 1.6.2) 3. The concrete cylinder and beam test specimens shall be initially cured on site in a temperature range between 60 and 80 degrees F for up to 48 hours after which time they shall be transported to the laboratory of record for final curing. Maximum-minimum thermometers shall be used to record the temperature range during initial curing. (ASTM C-31) 4. Compressive and flexural tests of concrete specimens shall be done in accordance with ASTM C-39 and ASTM C-78. Testing must be done by an agency experienced and qualified to do concrete testing. It is recommended that the agency be inspected on a regular basis by the "Cement and Concrete Reference Laboratory" of the National Bureau of Standards, and shall be required to show that any deficiency mentioned in the report of that inspection has been corrected. The testing agency will meet the requirements of ASTM Standard E-329, Standard Recommended Practice for INSPECTION AND TESTING AGENCIES FOR CONCRETE, STEEL AND BITUMOUS MATERIALS AS USED IN CONSTRUCTION. 5. CORLISS RESOURCES INC. reserves the right to observe sampling at the job site and testing at the laboratory. 6. Concrete test cylinder molds must be made of metal or plastic. Because of the many varied problems experienced with cardboard molds. CORLISS RESOURCES INC. will not be responsible in any way for test results of concrete molded in cylinders other than those made of metal or plastic. 7. CORLISS RESOURCES INC.will only be responsible for the physical test results of our concrete at the point of transfer from our ready mix truck to the concrete conveying and/or placement system. 8. Reports of all test results will be made to CORLISS RESOURCES INC. at the same time and manner as those made to the Architect/Engineer, Owner or Contractor. (ACI 301-96, Section1.5.2) 1 NW NORTHWEST CASCADE INC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 815/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 22 We are sending you: Copies Date Submittal Bid Item Description 1 8/5/2014 66 A-34 Drain Basin-Nyloplast Shop Drawings Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors, ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Please review and if correct, initial each one. 11111"D A 0 Certified By: ign ure �] Projec## rr�� } 1 rY Drainage •!^f ram` Systems �+{13 m�+ Prepared by 27482-Ot) N to last Storm Draina e V steams S.Neighbors Drain Basins Order# Order Form Road&lHwy.et Structuresres Nyloplast V Road 8 Hwy,Structures Nyloplast i Job Name Sunset Community Low Impact Development Date 8 5 2414 ACC@ssories DraWln # f Refer to Price Book-or"price 4._2 l .—_ I Customer Initial List"for part numbers and details. Drain Basin Size 18 Grate Style r PED LOCK To View (For Roil Curb Inlet,Left or Right flow) I`" Left r- Right Add-A-Branch(qty/Size) 0 tub Size lY SCH40 270 90 C" 18"Diarnater SCH�40 j- 24"Diameter #80 FleXstorm Filter Insert ® Long 1-` Short I--. Side View } NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES A-Overall B-Top of Basin to Bottom of Long r- Short r- Height(Inches) Stub(Flowline)(Inches) B _ A 57.36 Stub#14S,3f3 Stub#2 Stub#3 `Pipe Angles Not to Scale Stub#4 Job Name Sunset Community Low Impact Development Date 8/5/2414 ACC@SSOfies DraWln # 4.4 CUStOn1er initial —� Referto"Price Book.or"Price Usr for part numbers and details. Drain Basin Size I Grate Style I PED LOCK 1 Top View (For Roll Curb�nlel,Left or orRight(flow) l-- Left T- Right Add-A-Branch(qty/Size) 0 L�2tSd4 a2r J FLocctation T3(3 � SCH40„ 270 90 1-'. 24"Diameter 8 94 5CH40 f 24~Diameter ,ao 1FleXstorm Filter Insert Long f- Short (- Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES Long J-" Short r JA-Overall 8-Top of Basin to Bottom of Height(Inches) Stub(Flowline)(Inches) B 7 A j 56.16 Stub#i 44,16 Stub#2 78 2,1.fl Stub#3 NOTE:A separate Order form is Stub used for Envirohood/Weir -Pipe Angles Not to Scale Structures NOTE:Drawings need to be Complete.This product is made to order and non-Refundable NYLOPLAST:3130 Verona Ave.Buford,GA 30518.866-888-8479&770-932-2443-Fax:678-244-0034 Nyloplast®and Add-A-Branch T' are registered trademarks of Nyloplast. Production order forms are based on interpretations of provided storm details. Customer is responsible for confirmation of information and final approval of order form. 27492fl6 Nyloplast Storm Drainage Systems !s Pr8 red by l� S.Neighbors Drain Basins Order# Order Form Curb Inlet Structures Nyloplast Road&Hwy.Structures Nyloplast Job Name Sunset Community Law Impact Development Qatt? 8 5 2014 ACcessorieT DraWln # _-� ��� Ctstomer Initial Refer to"Price Book'or"Price List"for part numbers and details. Drain Basin Size 18 Grath Style PEO LOCK �' To View Add-A-Branch(qty/Size) (For Roll Curb Inlet,Left or Right flow) r Left i- Right 0 l Tyne o Moe] � � [3 SCN40u� H4 ice- 2E"Diameter - 270 90 ' 1„ g 270 SCH40 z4"Diameter tso FleXstorm Filter Insert Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES -Long f short i- TA-Overall B-Top of Basin to Bottom of Long F- Short !- B height(inches) Stub(Flowline)(inches) A 57.35 stub#14SA6 ✓ Stub#2 Stub#3 'Pipe Angles Not to Scale JJObNamej Sunset Community Low Impact Development Date 8/5/2014 AcceS50ri@ ZME1s Refer to"Price Book"or"Price —� CUSttSrlter lnitlal List"for part numbers and details. Grate Style pFD LOCK 1 To View (For Roll Curb inlet.Left or Right flow) f- Left f- Right Add-A-Branch(qty/Size) o FLocation l liYaaflteis� 270 40 SCH40 �� i- Diameter 8 90 SCH40 F- 24 24`Diameter 180 t---J FieXstorm Filter insert Long 1- Short f- Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES Long ►` Short r- A-Overall I B-Top of Basin to Bottom of Height(Inches) Stub(Flowline)(inches) A � 57.36�] 2104 Stub#1 45.36 �� Stub#2 Stub#3 NOTE;A separate Order form is Stub#-0 used for Envirohood/Weir -Pipe Angles Not to Scale � Structures NOTE:Drawings need to be Complete.This product is made to order and non-Refundable NYLOPLAST:3130 Verona Ave.Buford. GA 305M 866-888-8479&770-932-2443-Fax:678-244-0034 Nyloplast 4 and Add-A-Branch T"" are registered trademarks of Nyloplast. Production order forms are based on interpretations of provided storm details. Customer is responsible for confirmation of information and final approval of order form. by Prajeci Nyloplast Storm 11 Drainage`Systems Prepared 274J2-00 � S.Neighbors Drain BasinsCurb Order# Order Form Road&iHwy.et Structures Nyloplast Road&Hwy,Structures Joi3 Name Sunset Community Low Impact Development DtB 8 S 2014 Accessories Drawin # Refer to"Price Boots"or"Price 5--S Customer initial Lisr for part numbers and details.1 Drain Basin Size j 18 gate Stylel PED Loci _ To View I Left et.Left or Right Add-A-Branch(gtylSize) (For Rol!Curb lo flow) J'-' tt `" Right L;�IUD�"t ICE [[7 SCH40 70 � r 24"18"Diameter 274 94 8 270 $CH40 2d"Oiarneter I.' 1 8"f 34" tE4 FleXstorm Filter Insert 1777�® 1 Long r- Short r- Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES Long A-Overall B-Top of Basin to Bottom of Short I— fw Height(inches) Stub(Flowline)(inches) B A S7.36 Stub#1 45 38 Stub#2 -9.04 v Stub#3 , `Pipe Angles Not to Scale Stub#4 Job Name Sunset Community Low Impact Development Date 8/S/2014 Aeoessories D rawi n $ Refer to"Price Book"or"Price S--ti CUStOm!?r initial List"foe part numbers and details. Drain Basin Size 18 Grate Style PED LOCK _ To View (For Roll Curb inlet,Left or Right flow) fu Left f Right Add-A-Branch(qty/Size) �tjon LZx at Pith SCH40 270 94 r t$"Diameter SCH4ta l 8� r 90 (— 2�1"Diame3er 34" ®�� C__� t8o FleXstorm Filter insert ® Long I— Short f-" Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES I Long F Short f- A-Overall B-Top of Basin to Bottom of Height(Inches) Stub(Flowline)(inches) B A 57.36 Stub#1 Stub#2 � 29.0 Stub#3 --- � NOTE:A separate Order form is Stub#4 used for Envirahood t Weir 'Pipe Angles Not to Scale Structures NOTE: Drawings need to be Complete.This product is made to order and non-Refundable NYLOPLAST: 3130 Verona Ave.Buford.GA 30518, 866-888-8479&770-932-2443-Fax:678-244-0034 Nyloplast @)and Add-A-Branch 71' are registered trademarks of Nyloplast. Production order forms are based on interpretations of provided storm details. Customer is responsible for confirmation of information and final approval of order form. Prolact# Storm 1 m Drainage Systems Prepared by Nyloplast 27492-Ot) S.Neighbors Ord p} {� �yy Drain Basins Curb Inlet Structures Order# Road 8 Hwy,Structures Nyloplast Jot) Name Sunset Community Low Impact Development Date 8 5 2014 Accessories Referto-PriceBook"or"Price 11 Customer Initial i _ List"for part numbers and details. Drain Basin Size 18 Grate Stylel PED LOCK To View [(For Roll Curb Inlet,Lett or Right flow) r-- Left r Right Add-A-Branch(gty/Size) p Stub Size L Tvoe of Pi Wj SCH40 40 f- 24"Diameter ��� 9i} 8 r 90 SCH40 {-' 24'•Diameter ®�- C_� f- 1 8"i- 30- t I� FleXstorm Filter Insert Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES Long I-'- Short (® A-Overall B-Top of Basin to Bottom of Long i—' Short f- Height(inches) Stub(Flowline)(inches) g T S7.36 Stub#1 .5.3 Stub#2 y Stub#3 -Pipe Angles Not to Scale JOb Name Sunset Community Low Impact Development Date5���t CCLSSGIriesDrawin # -1i✓ tlnitlal `PriceBook"or"Pricepart numbers anti details. Drain Basin Size la Grate Style PED LOCK To View (For Roll Curb Inlet,Left or Right flow) r-- Left r- Right Add-A-Branch(gty/Size) � Ia tnt � 270 90 SCH40 1— t$"Daimler ®� 90 SCH40 f- 24"Diameter in i-- � a �� � FleXstorm Filter insert L I�4 J Long f- Short r- Side View } NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES I Long f- short ('" A-Overall B-Top of Basin to Bottom of Height(Inches) Stub(Flowline)(inches) 536 A 57 36 Stub#1 Stub#2 LaDA Stub#3 NOTE:A separate Order form Is Stub#4 used for Envirohoed t weir -Pipe Angles Not to Scale structures NOTE:Drawings need to be Complete.This product is made to order and non-Refundable NYLOPLAST: 3130 Verona Ave.Buford,GA 30518.866-888-8479&770-932-2443-Fax:678-244-0034 Nyloplast®and Add-A-Branch TM are registered trademarks of Nyloplast. Production order forms are based on interpretations of provided storm details. Customer is responsible for confirmation of information and final approval of order form. Proj cik f r +{ }t1!^�Y�f Drainage � r Prepared by 27492.00 1 last Storm 1 D ra i n A e e 1 s S.Neighbors Drain BasinsO 1 Curb Inlet Structures Order# Nyloplast u�iiI it i t I Road 8�Hwy.Structures Job Name Sunset community Low Impact Development IF Date 8 S 2014 Access rje=s Refer to"Price Book"or"Price 6-4 GUSiOmerinitial List"for part numbers and details, I.Drain Basin Size Grate Style PED LoeK ___ To Vlew {For Roll Curb Inlet,Left or Right flow} (-" Left C` Right Add-A-Branch(qty/Size) t Stgp aize1 i i Tvoe of PiQ� SCH40 18"(— rJis�rrx3ter ((27,0790 --- SCH40 i— 24"Diameter FleXstorm Filter Insert Long i_ Short r- Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES A-Overall $-Top of Basin to Bottom of Long i— Short F Height(inches) Stub(Ftowiine){Inches} B T S9.76 Stub#1 4736 Stub#2 v' Stub#3 -Pipe Angles Not to Scale ame Date Accessorte Drawl LISt©tiler Initial Refer to"Price S r"Price List for part ers and details. Drain Basin Grate Style - 1 To View (For Roll Curb Inlet,Left or Right flow) F' Left FRight d-A-Branch(gtylSize) 0 Stub Siz� L{��atiotl I _....- �� 270 90 f-' 78"Diareter (_ 24"Dameter 180 ® ........... I FleXstortn Filter insert Long F- L____ Short (" Side View NOTE:O 0W PIPE LOCATED AT DEGREES Long f Short F A-Overall B-Top of Basin to Bottom of Height(Inches} Stub{Fiowiine}{inches} B L Stub#2 �- Stub#3 NOTE:A separate rm is :=- used for Envirohood 17*4 "Pipe Angles Not to Scale Stub#4 Structures NOTE:Drawings need to be Complete.This product is made to order and non-Refundable NYLOPLAST:3130 Verona Ave. Buford.GA 305% 866-888-8479&770-932-2443-Fax:678-244-0034 Nyloplast d and Add-A-Branch T" are registered trademarks of Nyloplast. Production order forms are based on interpretations of provided storm details. Customer is responsible for confirmation of information and final approval of order form. NON TRAFFIC INSTALLATION DRAIN BASIN INLINE DRAIN GRATErCWER GRATEX.MR ^,1 TOP Sm -� TO?SOIL 3 s•MINaY3W THE RACKFILL MATERIAL SHALL SE CRUSHED STONE OR OPKER GRANULAR MATERIAL fAEETIW THE REOU#I IAENTS OF CLASS S MATERIAL AS Dt FNED IN ASTM 02321,OR AS DETM D BY LOCAL STANDARDS 3 SITE EAG UR BEDDING A BACKFILL FOR SLMACE THE BAMFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER DRAINAGE INILETS 9AALL BE PLACED 6 C 0 W Azq,0 U16F GW,.Y IN GRANULAR MATERIAL MEETING THE REOUIREMENTS OF CLASS II ACCORDANCE WTH ASTM D232T. MATERIAL AS DEFINED IN ASTM DMI.ORAS DETEMMEO BY LOCk STANDARDS 6 SITE ENGINEER.BEDDRl46 8AC)gJLL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED 6 COMPACTED UNJFGR)AY IN ACCORDANCE YTTH ASTM D2221, TM31W3 D1SCLOSE.SSUR.iECTMATTERMSN9CR ORAWNRY CLi MATERIAL T#O VERgU AVE NTL",PWT WAS PROPRETAkY FICdRSS,THE RECEIPT SUF01Nt,6ASNSI OR POSSES"OF TIRS PRRES DOES NOT CDNFER, DAT£ ►7i99 P1iN{TR7 9ST-3N3 TRANSfER,OR LCfJVSE IK USE OF THE DESMO6t +as fAX{TTR)RT222r90 TEStQa DiFORUAT)ON WAN KAM RENSEOHY EBC ►fm.3tCT NOd1AalE REPRODUC:"f OF tHG PRNT OR ANY WO"T)ON TOLE CCNTARED HEREIN.OR NNRKACTU(E OF MY DATE "A-10 ORAM SASNA CAME DRAM ARTICLE I"Ef RCN.FOR Tl*DISCIOSURE TO0rNERS WN IRAFM NSTALTATW a foRaomE EXCEPT SY S#Ca1C VdOTTEN FERN1551[:tiPRWANYT.DPIAST, ap1�,�> OSRO Si'� A SCALE 10 SHEET IOF1 DWO NO. 1001410411 REV 0 — Bellingham 360 734 8400 Marysville 360.651.240C H.D. Bend 541 389 7577 Olympia 360 459 730C D FOWLER Bremerton 360.377.4507 Pacific 253.863.8600 COMPANY °;R � � � � ���I ;amp 503.656.3900 Pasco 509.545•0255 o PO Box 160 Bellevue,WA 98009-0160 �ggpg;, 541.607.0081 Redmond 541.923.2090 Credit C348444 pA1�1f1-{ Hayden 208.772.9060 Spokane 509.568.8400 Memo Hermiston 541.922.0775 Wenatchee 509.886.8804 #143940 Hillsboro 503.626.2466 Yakima 509.248.8400 TO: ____ ------ --— --- - �s Ship to: HARRINGTON AVE NORTHWEST CASCADE PO Box 73399 RENTON WA 98056 PUYALLUP WA 983730399 `-fir ear 7-Tdv-Date — 'Or er rHer-- -- - (253) 848-2371 Due:NET 10TH PROX 01/29/15 Jan Brooks I 3929 SUNSET COMMUNITY LOW IMP Unit Less Credit T Line City UoM Description Price % Price X i RETURN MATERIAL MEMO EXCESS 1 I 1 EA <13803022>WILKINS 1-1/2"LEAD FREE 950XLT 335.62 -335.62 DOUBLE CHECK W/FAST TEST COCKS Sales Invoice<13803022> , 2 60 FT <13803022> 1-1/2"TYPE"K"SOFT COPPER 7.50 -450.00 TUBING,60'COILS(1.36 LB/FT) Sales Invoice<13803022> L 3 1 EA <I3747282>2"X 72"GALV NIPPLE,STD WT,A53 J 54.92 -54.92 ERW ! Sales Invoice<13747282> 4 1 EA <13782570>2"X 36"GALV NIPPLE,STD WT,A53 29.43 -29.43 ERW Sales Invoice<13782570> 5 1 EA <13775303>2"X 36"GALV NIPPLE,STD WT,A53 29.43 -29.43 ERW Sales Invoice<I3775303> 140 FT <I3757892>POLYWRAP BAG FOR 4",6" &8"X 18' 0.31 -43.40 LONG PIPE,20"WIDTH,20'SECTlONS,B MIL ice<I3757892> 7 60 FT <13747279>POLYWRAP BAG FOR 4",6"&8"X 18' 0.31 -18.60 r / LONG PIPE, 20"WIDTH,20'SECTIONS,8 MIL 8 1 EA <13804107>DURA 1419 GREEN VALVE BOX AND 7 20.05 -20.05 max $ Bellingham 360.734.8400 Marysville 360.651.240(' Bend 541.389.7577 Olympia 360.459.730( Hobo FOWLER Bremerton 360.377.4507 Pacific 253.863.860C % COMPANY Clackamas 503.656.3900 Pasco 509.545.025` PO Box160 Bellevue,WA 98009-0160 ' t�,rs a;r 4; 1Fu ne 541607 0081 Redmond 541 923 209C Credit C348440 PA Hayden 208.772.9060 Spokane 509.568.840C Memo Hermiston 541.922.0775 Wenatchee 509.886.8804 #143940 Hillsboro 503.626.2466 Yakima 509.248.84GC To: m � � � Ship to: HARRINGTON AVE NORTHWEST CASCADE PO Box 73399 RENTON WA 98056 PUYALLUP WA 983730399 Order# Inv Date: Order Writer. �`- (253) 848-2371 Due:NET 10TH PROX 01/29/15 Jan Brooks 3929 SUNSET COMMUNITY LOW IMP Unit Less Credit T Line Qty UoM Description Price % Price X Sales Invoice<13804107> 9 1 EA <I3747282>2'0"VALVE STEM EXTENSION 2"NUT X 51.58 -51.58 t 2"SOCKET, PAINTED x Sales Invoice<I3747282> 10 E 10 EA <13803022>24"VALVE BOX BASE 22.50 225.00 ti Sales Invoice<13803022> 11 5 EA <13803022> 18"VALVE BOX TOP, 9408 M V 27.00 135.00 S I Sales Invoice<13803022> 12 t 7 EA LID#940 WATER,DOMESTIC SHALLOW SKIRT 12.46 -87,22 13 1 EA 4"MJ SLEEVE LONG PATTERN DI,AWWA C153 35.48 -35.48 LESS ACCESSORIES(24 LBS)DOMESTIC 14 1 EA <13747282>4"MJ SLEEVE LONG PATTERN DI, 35.48 -35.48 AWWA C153 LESS ACCESSORIES(24 LBS) Sales Invoice<13747282> 15 16 EA <13747251> 13 X 24 DI METER BOX COVER SOLID PN� 68.94 1,103.04 FULL SKIRT-STATES PLASTICS r Sales Invoice<13747251> 16 1 EA 13 X 24 DI METER BOX COVER WITH MAX VIEW 63.55 -63.55 READER AND AMR HOLE FULL SKIRT 17 2 EA <I3739993>6"PSM REPAIR CPLG GASKET -41.12 COUPLING,SDR 35 PVC FOR SEWER OR DRAIN Sales Invoice<I3739993> 18 1 EA <13809463>6"PSM 45 DEGREE ELL,G X G,SDR 35 16.91 -16.91 Ir 5 t '* Bellingham 360 73 -8400 MarysvillevV ` 360 651 240C ' Bend 541.389.7577 Olympia 360.459.730C - H.D. FOWLE� ,'��`� _ ..,Bremerton 360-377.4507 Pacific 253.863.860C COMPANY s 503.656.3900 Pasco 509.545.0255 PO Box 160 • Bellevue,OVA • 98009-0160 Eugene 541.607.0081 Redmond 541.923.209C Credit Hayden 208.772.9060 Spokane 509.568.840C Memo C348440 PAWH Hermiston 541.922.0775 Wenatchee 509.886.8804 #143940 Hillsboro 503.626.2466 Yakima 509.248.8400 TO:� .- -- -Ship 10: HARRINGTON AVE NORTHWEST CASCADE F PO Box 73399 RENTON WA 98056 PUYALLUP WA 983730399 'O—rd nv ate e r er rr r. — (253) 848-2371 Due:NET 10TH PROX 01/29/15 Jan Brooks 3929 SUNSET COMMUNITY LOW IMP ` Unit Less Credit T Line city UOM Description Price % Price X PVC FOR SF _ -- - Sales Invoice<13809463> 19 2 EA 6" PSM 45 DEGREE ELL,G X G,SDR 35 PVC FOR 12.17 -24.34 SEWER OR DRAIN 2U 1 E -----c13 03022> 17 X 30 DI METER BOX COVER WITH 204.59 -204.59 MAX VIEW READER AND AMR HOLE FULL SKIRT Sales Invoice<13803022> 21 16 EA <I3747251> 13 X 24 X 12 HEAVYWALL METER BOX 49.00 -784.00 WITHOUT MOUSE C Sales Invoice<I3747251> ) L 22 2 EA <I3747249> 15 X 27 X 18 HEAVYWALL METER BOX /// 65.94 131.88 WITH MOUSE HOLES Sales Invoice<13747249> I 23 1 EA <I3747271> 17 X 30 X 12 HEAVYWALL METER BOX 82.50 ' -82.50 WITHOUT MOUSE HOLES E --- --_ Sales Invoice<13747271> --_- ------- i 24 1 EA <13772402> 12"MJ PLUG DI,SSB,AWWA C153,LESS 90.41 90.41 ACCESS(46 LBS) Sales Invoice <13772402> 25 1 EA <13771052> 12"MJ PLUG DI,SSB,AWWA C153,LESS 90.41 -90.41 ACCESS(46 LBS) f Sales Invoice<13771052> ! 26 1 EA <13771052> 12"MJ CAP,TAPPED 2"IP 100.66 f -100.66 DI,SSB,AWWA C153,LESS ACCESS(44 LBS) s . i k -}' Bellingham 360.734.8400 Marysville 360.651.240E Bend 541.389.7577 Olympia 360.459.730E H.D. FOWLER Bremerton 360.377.4507 Pacific 253.863.860E COMPANY -.Clackags 503 656 3900 Pasco 509.545.025E PO Box 160 • Bellevue,WA - 98009-0160 �°'' w +" 541•607.0081 Redmond 541.923.209C Credit C348440 Pam _ Hayden 208.772.9060 Spokane 509.568.840E Memo Hermiston 541.922.0775 Wenatchee 509.886.8804 #143940 Hillsboro 503.626.2466 Yakima 509.248.840E To: s Ship to: HARRINGTON AVE NORTHWEST CASCADE PO Box 73399 RENTON WA 98056 PUYALLUP WA 983730399 Order# !nv Date: Order Writer. �P (253) 848-2371 Due:NET 10TH PROX 01/29/15 Jan Brooks 3929 SUNSET COMMUNITY LOW IMP yUnit Less Credit T T Line City UoM Description Price % Price X a es In0ce:Z131 7 1 ubz> - --- - 27 1 EA <13779684>6"MJ PLUG DI,SSB,AWWA C153,LESS 35.70 s -35.70 t ACCESS(18 LBS) i Sales Invoice<13779684> 28 EA <13747266> 12"ADS 1267AA SOIL-TIGHT SPLIT END 35.25 105.15 CAP - - Sales Invoice<13747266> 29 9 EA <13747282> 12"ADS 1266AA SOIL-TIGHT PREMIUM 16.15 -145.35 SPLIT COUPLING WJGASKET Sales Invoice<13747282> 30 2 EA <13790822>4"COMPACT BODY MJ ACCESSORIES 12.59 -25.18 KIT COMPLETE WITH GLAND, GASKET AND(4)3/4" i X 3.5"T-BOLTS I: Sales Invoice<13790822> 31 1 EA <13779684> 12"WEDGE ACTION MJ KIT FOR DI 103.14 -103.14 PIPE W/BOLTS,WEDGE ACTION GLAND&GASKET t Sales Invoice<I3779684> 32 3 EA <I3786449> 12"COMPACT BODY MJ ACCESSORIES 29.99 -87.57 KIT COMPLETE WITH GLAND, GASKET AND(8) 3/4" I! X 4"T-BOLTS 33 4 EA <13803022> 1 1/2"X 6"NIPPLE, BRASS, SCH 40 16.04 -64.16 Sales Invoice<13803022> is 34 1 EA <13807853>2"X 6"NIPPLE, BRASS,SCH 40 20.63 -20.63 � � k Y A j Bellingham 360-734.8400 Marysville i 360.651.240( H.D. 0 Bend 541.389.7577 Olympia -360.459.730( HQ FOWLER Bremerton 360377.4507 Pacific 253.863.860( •' _' �e1�•� ,gib .� `=- COMPANY eb u,Clackamas 503 656 3900 Pasco 509.545.025, PO Box 160 ^ Bellevue,WA • 98009-0160dg`sAeW; 541 607 0081 Redmond 541923 209C Credit - Hayden 20$•772.9060 Spokane 509.568.840C Memo C348440 PAWHlermiston 541.922.0775 Wenatchee 509.886.8804 # 143940 Hillsboro 503.626.2466 Yakima 509.248.840C To: Ship to: HARRINGTON AVE NORTHWEST CASCADE PO Box 73399 ftENTON WA 98056 PUYALLUP WA 983730399 —0-r-d ---env al5•Te--- r er rl er: (253) 848-2371 Due:NET 10TH PROX 01/29/15 Jan Brooks 3929 SUNSET COMMUNITY LOW IMP T— Line Qty UoM Description Price % Price X 35 2 EA <13803022> 1 1/2"X 3"NIPPLE, BRASS, SCH 40 8.34 -16.68 P Sales Invoice<13803022> 36 Sales Invoice<13703318> 37 1 EA <13782570>2"X 6"GALV NIPPLE,STD WT,A53 ERW 4.40 -4.40 Sales Invoice<13782570> 38 10 EA <13747251> 1"X 12"GALV NIPPLE,STD WT,A53 4,44 -44A0 ERW R Sales Invoice<I3747251> [ �1 )� 39 4 EA <13803022> 1 1/2 90 ELL, BRASS, IMPORT NO 17.64 -70.56 LEAD i Sales Invoice<13803022> D , 40 i 2 EA <13803022> 1 1/2"UNION, BRASS, IMPORT NO 24.73 -49.46 t LEAD 1 Sales Invoice<13803022> 41 1 EA <13747271>3/4"X 1/2"BUSH, BRASS, IMPORT NO 2.21 -2.21 p t LEAD t Sales Invoice<13747271> Jr 42 17 E _ 51>314"X 1/2"BUSH, BRASS DOMEST€C '� g,!'4 z 1 114.58 NO LEAD Sales Invoice<13747251> 43 1 10 EA <13747251>3/4"X 114"BUSH, BRASS, IMPORT NO 2.67 -26.70 LEAD } j i - -. Bellingham 360.734.8400 Marysville 360.651.2400 f.� i C Bend 541.389.7577 Olympia 360.459.7300 H. . FO�A�1�YLGR Bremerton 360.377.4507 Pacific 253.863.8600 == COMPANY R4 Clackamas 503 656 3900 Pasco 509 545 0255 PO Box 160 Bellevue,WA • 98009-0160 s:d,,/` �� ,; =.A .#._ 1ugene 541.607.0081 Redmond 541.923.2090 Credit $-- ` �{ —'Hayden 208.772.9060 Spokane 509.568.8400 Memo C348440 PAWH Hermiston 541.922.0775 Wenatchee 509.886.8804 #143946 Hillsboro 503.626.2466 Yakima 509.248.8400 1 Ship to: HARRINGTON AVE To. NORTHWEST CASCADE PO Box 73399 RENTON WA 98056 PUYALLUP WA 983730399 t Order# Inv Date: Order Writer: - (253)848-2371 Due:NET 10TH PROX ° 01/29/15 Jan Brooks 3929 SUNSET COMMUNITY LOW IMP Unit Less Credit T� Line Qty UoM Description Price % price X b5le�— -- s invoice , 44 C3 0 08 45 1 3 EA 3/4"IPS STIFFENER FORD#71 1.08 € -3.24 46 4 EA <I3747271>2"GALV 90 ELL SCH 40,IMPORT 8.07 1 -32.28 Sales Invoice <13747271> i 47 t 3 EA <13782570>2"GALV 90 STR ELL,SCH 40,IMPORT 11.51 -34.53 Sales Invoice<I3782570> 48 1 EA <I3747271>2"X 3/4"TEE, BRASS, IMPORT NO 38.44 -58.44 LEAD t Sales Invoice<13747271> 49 1 NO LEAD Sales Invoice<13803164> E 50 2 EA <13775303>2"GALV CAP SCH 40,IMPORT 4.40 -$.$Q Sales Invoice<13775303> 51 26 EA <I3802933> FORD C8444-0-NL 1"MIP X CT 16.65 -432.90 s / QUICK JOINT ADAPTER NO LEAD s ) Sales Invoice<13802933> r 52 28 EA <13803164>FORD C84-44 1"MIP X CTS P 16.65 -466.20 r! ADAPTER NO LEAD i Sales Invoice<13803164> 53 6 EA <13802933>FORD C85-33 314"MIP X GALVANIZED 16.96 -101.76 PJ ADAPTER NO LEAD Sales Invoice<13802933> i 54 2 EA <13758207>FORD C85-33 3/4"MIP X GALVANIZED 16.96 -33.92 i E - ` k Bellingham 360-734.8400 Marysville 360.651.2400 Bend 541.389.7577 Olympia 360.459.7300 Bremerfon 360.377 4507 Pacific 253 863 8600H.D. FOWLER Y COMPANY �,�� Clackamas 503.656.3900 Pasco 509.545.0255 PO Box 160. Bellevue,WA • 98009-0160 a ., . , 541.607.0081 Redmond 541.923.2090 Credit °y° �.�•• C348440 PAWN 208.772.9060 Spokane 509.568.8400 Memo Hermiston 541.922.0775 Wenatchee 509-886.8804 # 143940' ` = Hillsboro 503.626.2466 Yakima 509-248.8400 To: �NORTHWEST CASCADE Ship to: HARRINGTON AVE PO BOX 73399 RENTON WA 98056 PUYALLUP WA 983730399 r e nv a '�pr er ri r. (253) 848-2371 Due:NET 1 OTH PROX 01/29/15 Jan Brooks i �i929 SUNSET COMMUNITY LOW IMP Unit Less Credit T Line Qty UoM Description Price % Price X Sales Invoice<13758207> E 55 3 EA <13802933>FORD C85-44 1"MIP X GALVANIZED PJ 25.90 -77.70 ADAPTER NO LEAD Sales Invoice <13802933> 56 5 EA <13802933> FORD C14-44-NL 1"FIP X CTS PJ 20.06 -100.30 ADAPTER NO LEAD 5 Sales Invoice<13802933> 57 1 5 EA <13802933>FORD C14-33 3/4"FIP X CTS PJ 14.79 -73.95 ADAPTER NO LEAD 1 Sales Invoice<13802933> 58 2 EA <13758207> FORD C84-34Q 3/4"MIP X 1"CTS 15.57 -31.14 f QUICK JOINT CPLG NO LEAD p Sales Invoice<13758207> 59 6 EA FORD C84-34Q 3/4" MIP X 1"CTS QUICK JOINT 11.21 -67.26 j CPLG NO LEAD 60 1 EA 3/4"FORD PTM-1 MIP X INSERT ADAPTER BRASS 5.71 -5,71 NO LEAD 61 3 EA <13802933>FORD C44-44 1"CTS PJ COUPLING NO %59 I -58.77 LEAD I Sales Invoice<13802933> 62 1 EA FORD C16-33 3/4"FIP X IPS PJ ADAPTER NO LEAD 13.13 -13.13 63 1 EA <13802933>FORD C14-33 3/4" FIP X CTS PJ 14.79 -14.79 ADAPTER NO LEAD 1 • Bellingham 360.734.8400 Marysville 360.651.240( z Bend 541.389.7577 Olympia 360.459•730( H.D. 'Y D. FOWLER R Bremerton 360.377.4507 Pacific 253.863.860( COMPANY �°�g•�° :� � � Clackamas 503.656.3900 Pasco 509-545.025: PO Box 160 - Bellevue,WA - 98009-0160 !^'=`6 a; �.,.__ 541.607.0081 Redmond 541.923.209( Credit Hayden 208.772.9060 Spokane 509.56E-840( Memo C348440 PAWH Hermiston 541.922.0775 Wenatchee 509.886.880, # 143940 Hillsboro 503.626.2466 Yakima 509.248.840C To: Ship to: HARRINGTON AVE NORTHWEST CASCADE F PO Box 73399 RENTON WA 98056 PUYALLUP WA 983730399 Order#T? Inv Date: I Order Writer:--" (253)848-2371 Due:NET 10TH PROX 01/29/15 Pan Brooks - 3929 SUNSET COMMUNITY LOW IMP Unit Less Credit T Une Qty UOM Description Price % Price X ---- 64 1 EA <13758207>FORD C14-33Q 314" FIP X CTS QUICK 14.79 ? -14.79 I JOINT ADAPTER NO LEAD I f Sales Invoice<13758207> i 65 1 EA <13802933>AY 74758-22 314 X 1 CTS PJ COUPLING 19.87 -19.87 NO LEAD Sales Invoice<13802933> E. f" 66, .44 E } I Sales Invoice <13747251> i r r 67 16 EA <13775303>3/4"STAR BOLT 5"LONG 8.21 -131.36 Sales Invoice<13775303> ^ 68 28 EA <13747279>3/4"STAR BOLT 5"LONG Y l� 8.21 -229.88 Sales Invoice<13747279> 69 3 EA <13751583> 3/4"STAR BOLT 5"LONG 8.21 -24.63 Sales Invoice<I3751583> 70 EA '<I3747251?j'' ALV 90 EH SCH 40,IMPORT „. 2 56 Jr -171.52 ` rt Sales Invoice <I3747251> 71 22 EA <13803164> 1"90 ELL, BRASS, IMPORT NO LEAD 6.39 -140.58 f Sales Invoice<13803164> i 72 1 EA <13775307> 1"X 3/4"TEE, BRASS, IMPORT NO 13.21 -13.21 LEAD 3 Sales Invoice<13775307> i 73 ?: 16 `?I3747251> 4"X 314"TEE, BRASS, IMPORT NO 13.2 r =211.36 4 s � a i i t f 1 ' • DCIICVUC �}��•/�f�'tl4UU _y Bellingham 360.734.8400 Marysville 360 65'1 240( end .357H.D. FOWLER Bremerton 360 377.4507 Olympia 360.459.730t Pacific 253.863.8601 - — — COMPANY Clackamas 503.656.3900 Pasco 509.545.025` PO Box 160 e Bellevue,WA • 98009-0160 "s.s Eugene 541.607.0081 Redmond 541-923.209( Credit = .w. H; ydeT 208.772.9060 Spokane 509.568.840( Memo C 348440 PAWN Herm sfon 541 922 0775 Spo Wenatchee ne 509.886.880 # 143940•, Hillsboro 503.626.2466 Yakima 509.248.840( To: NORTHWEST CASCADE Ship to: HARRINGTON AVE PO BOX 73399 RENTON WA 98056 PUYALLUP WA 983730399 r edate: - (253) 848-2371 Due:NET IOTH PROX 01/29/15 Jan Brooks 3929 UNSET COMMUNITY LOW IMP Unit Less Credjf— T Line Qty UoM Description Price % Price X Sales Invoice<13747251> 74 7 EA <13758207>3/4"UNION, BRASS, IMPORT NO LEAD 10.80 -75 60 Sales Invoice<13758207> 75 9 EA <13747261>CHERNE 81'GRIPPER MECH PLUG 23.11 -207 99 I OUTSIDE LIP Safes Invoice <13747261> 76 40 EA <13747251> 1"X 12"GALV NIPPLE,STD WT,A53 4.44 -177.60 ERW Sales Invoice<13747251> 77 4 EA <13747251> 1"WILKINS LEAD FREE PRV#600 116.02 464.08 W/BYPASS&UNION Sales Invoice<13747251> i PLEASE APPROVE FEB 17 2015 Sub total: -8,811.50 Charges: 1,321.73 Freight: 0.00 Tax: 0.00 Grand Total: 7,489.77 -7 3 NORTHWEST CASCADE,INC. Bill to: City of Renton NWCPROJECT# 3929 EW## 41 DESCRIPTION: Backeharges for returned items not installed LOCATION: WORK DATE(S): 29-Jan LABOR HOURS RATE AMOUNT LABOR SUBTOTAL: S0.00 29% MARKUP: S0.00 LABOR TOTAL: $0.00 EQUIPMENT HOURS RATE AMOUNT EQUIPMENT SUBTOTAL: S0.00 21% MARKUP: S0.00 EQUIPMENT TOTAL: $0.00 MATERIALS HRS!UNITS RATE AMOUNT HD Fowler Memo#C343440 1 I S 1321.73 S 1321.73 Sales Tax(9.5%) 1 1 $125,56 S125.56 0 $0.00 S0.00 0 $0.00 $0.00 MATERIAL SUBTOTAL: $1447.29 21% MARKUP: $303,93 MATERIALTOTAL: $1751.23 SUBCONTRACTORS HRSIUNITS RATE AMOUNT SUBCONTRACTOR SUBTOTAL: $0.00 12% MARKUP: $0.00 SUBCONTRACTOR TOTAL: $0.00 LATEST REVISION 09/3 Ll2011 TOTAL $1751,23 *k 1 7d° C c u9 3 c � 1j _ �� �� t moo s -T-� iwa\S F 5 `3Ss'Invoice Water Buffalo Inc. 21512 So. Prairie Rd Bonney Lake, WA 98391 Date Due Date Invoice# (253) 863-8883 Fax (253) 447-3826 7/16/2015 8/15/2015 11310 Bill To Job Location City of Renton, Parks Dept. Harrington 1055 S. Grady Way RECEIVED Renton, WA 98057 JUL 2 1 2015 wlility Systems 1 Ilk�GtiS G�MVN�T(SE P.O.No. Terms �pM Net 30 Quantity Description Rate/Hour Water District Service Date Job Slip# Amount 3 Landscape Watering KC Prevailing 143.00 6/26/2015 11124 429.00T Wage with Helper-- Harrington 1 Cost of water per load 9.00 Renton 9.00T 5.5 Landscape Watering KC Prevailing 143.00 7/10/2015 11140 786.50T Wage with Helper 1.5 Cost of water per load 9.00 Renton 13.50T Sales Tax 9.50% 117.61 Total $1,355.61 I 1 1 ` 4 WATER BUFFALO INC. No. C.O.D. ONLY 21512 So Prairie Rd E Bonne), Lake, WA 98391 Date: Total Hours (253) 863-8883 Job No: Cost Per Hour Payment by: Trucking Charges Water Charges Subtotal % Tax Customer: Total Due $ Billing Address: b Jo 4 Location: Start: Start: Start: Stop: Stop: Stop: Landscape Production Event Total Hours: Compaction Dust Control Street/Lot Clean Pool/Tank Fill Potable Delivery Other TRUCK#: WATER DISTRICT: LOADS: Authorized Rep. Signature Drivers Signature Signature of this truck invoice will be considered your notice of oui intent to lien this project,it 11CLessar). Interest at 1.500 per month will be charged on all past due accounts. WATER BUFFALO INC. No. C.O.D. ONLY 21512 So. Prairie Rd E Bonne), Lake, WA 98391 Date: C"' Total Hours (253) 863-8883 Job No: Cost Per Hour Payment by: Trucking Charges Water Charges Subtotal % Tax Customer: Total Due $ Billing Address: Job Location: DA Start: Start: LAS Start: I 1:��Cs Stop: ') '(cy stop: Stop: r) Total Hours: jr) Landscape Production Event Compaction Dust Control Street/Lot Clean Pool/Tank Fill Potable Delivery Other 1 1 4 1 WATER DISTR TRUCK#: icT. LOADS: 41 Authorized Rep. Signature Drivers Signature Signature of this truck invoice will be considered your notice of our intent to lien this project,if necessary.Interest at 1.5%per month will be charged on all past due accounts. J Sunset Community LID Retrofit Harrington Ave Project Item No Description Unit NWC Qty City of Renton Oty Difference Unit Price Ext.Price Construction Surveying, A-6 Staking an As-built LS 1 0.9 0.1 $16,000.00 $1,600.00 Remove and Replace Wood A-12' Fence LF 80 70 10 $24.00 $240.00 Remove and Replace Chain A-13' Link Fence LF 1 55 44 11 $24.00 1 $264.00 Crushed Surfacing Base A-22 Course TON 1 2927.14 1 2452.73 474.41 $22.00 $10,437.02 A-25 Modular Block Wall SF 120 K 40 $25.00 $1,000.00 Corrogated Polyethylene Storm A-31 Sewer Pipe 18-in Dia. LF 367 354 13 $45.00 $585.00 A-67 Hand Water/Water Truck LS 1 0 1 $2,100.00 $2,100.00 B-6 Site Specific Potholing EA 4 1 3 $230.00 $690.00 Furnish and Install 12"Cl 52 DI Water Pipe&Fittings w/ B7 Polywrap ILF 1 730 1 720 10 $50.00 $500.00 TOTAL $17,416.02 Quantities to be verified by Subcontractor -7 / J� 5/19/2015 J _ - -� � �. s� �� �. 3 � '` mil yY ,_ G � � �a. ��jc! I --- I � � � � Z (. 6 LETTER OF T R A NSWTTQL ew NORTHWEST CASCADE INC DATE June 17, 2015 JOB Sunset Community LID P.O. BOX 73399, PUYALLUP ,WA 98373 ATTN Allen Quynn TACOMA(253)848-2371 /TOLL FREE 800-444-2371 RE Certified Payrolls TO NORTHC1148BG NWC # 3929 City of Renton RECEIVED 1055 S Grady Way, 5th Floor Renton, WA 98057 JUN 19 2015 Utility Systems WE ARE SENDING YOU FxDttached Under separate cover via the following items: Proposal and Contract copy of Letter Prints =Plans =Specifications Subcontract Change Order Sewage Disposal System"As Built' Certificate of Insurance Check n COPIES DATE NO. DESCRIPTION 1 TYEE NO WORK W/E 05/18-06/07/15 *FINAL* MAY 2015 MEUR THESE ARE TRANSMITTED as checked below: For Approval For Review and Comment =For Signature For Your Use Approved as Noted =Return Original EDAs Requested Returned for Corrections Return copy(ies) n REMARKS COPYTO Thank you, f� f !2 TYEE Concrete Construction, Inc. 6423 Pacific Highway East Fife,WA 98424-1537 Phone j253)922-1444 FAX (253)922-8371 NO WORK PERFORMED STATEMENT I hereby certify that no employee of this firm worked on the construction of the project named Sunset Community Low Impact during the period dating from 511812015 to 61712015. Sequentially numbered payrolls will be submitted for each week in which employees perform work on the jobsite. Contractor/Subcontractor- Tyee Concrete Construction, Inc. By: Kristin Force Title: Payroll Manager Date: 06/12/2015 Y-v- ------- Signature: l,G,0!9— i F Washington State Department of Transportation Monthly Employment Utilization Report Name and Address of Contractor WSDOT Contract Number Federal Aid Number Employer's I.D.Number Federal Funding Agency S_WP 27-3635 $ WTR-27 91-2109967 _ Tyee Concrete Construction, Inc. Project Description and Location County Reporting Period 6423 Pacific Highway East Sunset Community Low Impact Pierce From 5/01/2015 Fife, WA 98424 ( To 5/31/2015 1. Total Contract Construction Work Hours Percentages Employees a. b. C. d. e. 2. 3. 4. 5. Construction Classifications Total Work Hours Black(Not Hispanic Asian or American Minority Female Total Total Number Trade of All Employees of Hispanic Pacific Indian or Percentage Percentage Number of of Minority By Trade Origin) _ Islander Alaskan Native Employees Employees M F M F JM F M F M F M F M F NO WORK Journey Worker PERFORMED Apprentice Trainee Journey Worker Apprentice Trainee Journey Worker Apprentice Trainee Journey Worker Apprentice Trainee Journey Worker Apprentice Trainee Total Journey Workers Total Apprentices Total Trainees Grand Total Company OfficiaP Si nature and Title Telephone Number Date Signed Page =a Pa,roll Manager 253-507-8933 1 of 1 DOT Form 620-010 EF This form replaces U.S.Dept.of Labor Form CC 257 Revised 6/99 LETTER OF T R ° NSWTALC CNW NORTHWEST CASCADE INC DATE June 11, 2015 JOB Sunset Community LID P.O. BOX 73399, PUYALLUP ,WA 98373 ATTN. Allen Quynn TACOMA(253)848-2371 /TOLL FREE 800-444-2371 RE Certified Payrolls TO NORTHC1148BG NWC # 3929 City of Renton 1055 S Grady Way, 5th FloorRECEIVED Renton, WA 98057 JuN1s2015 Utility Systems WE ARE SENDING YOU Attached Under separate cover via the following items: Proposal and Contract copy of Letter Prints Plans Specifications Subcontract Change Order Sewage Disposal System"As Built" Certificate of Insurance Check n COPIES DATE NO. DESCRIPTION 1 NWC MAY 2015 MEUR THESE ARE TRANSMITTED as checked below: uFor Approval For Review and Comment "For Signature For Your Use Approved as Noted Return Original E]As Requested Returned for Corrections Return copy(ies) REMARKS COPY TO Thank you, j 1 Amok WrAfF Washington State Department of Transportation Monthly Employment Utilization Report Name and Address of Contractor WSDOT Contract Number T!� id Number Employer's I.D.Number Federal Funding Agency 91-0826936 Northwest Cascade, Inc. Project Description and Location County Reporting Period PO Box 73399 Sunset Community Surface Water(3929) King Puyallup, WA 98373 Project#: SWP-27-3635 & WTR-27-3635 From 05/31/2015 To OS/31/2015 Total Contract Construction Work Hours Percentages Employees a. b. C. d. e. 2. 3. 4. 5. Construction Classifications Total Work Hours Black(Not Hispanic Asian or American Minority Female Total Total Number Trade of All Employees of Hispanic Pacific Indian or Percentage Percentage Number of of Minority By Trade Origin Islander Alaskan Native Emplo ees Employees M F M F M F M F M F M F M F Journey Worker Apprentice Trainee Journey Worker Nu R �. Apprentice Trainee Journey Worker Apprentice Trainee Journey Worker Apprentice Trainee Journey Worker Apprentice Trainee Total Journey Workers Total Apprentices Total Trainees j Grand Total Company Official's Signature and Title Telephone Number Date Signed Page Pa roll Coordinator ?53-848-2371 (����(5 1 of 1 DOT Form 820-010 EF This form replaces U.S. Dept.of Labor Form CC 257 Revised 6/99 Prepared by Proiect# Nyloplast Storm Drainage SystemsIS. Neighbor Neighbors Drain BasinsCurb Order# Order Farm Road&lHwy.Stret uctures Nyloplast Road&Hwy.Structures Job Name Sunset Community Low Impact Development Date 8 5 2014 Accessories Drawin # 4--2 CUStt7mer Irtltlal Refer to'Price Book'or'PH _.� List"for part numbers and details. Drain Basin Size 18 Grate Style PED LOCK To View \ (For Roll Curb Inlet,Left or Right flow) r— Left 1T Right Add-A-Branch(gtyfSize) o atub Size Lon) SCH40 270 80 `— ®� �� f "Diameter SCH40 r $ 90 24"Diameter 180 FteXstorm Filter Insert Long I— Short l Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES A-Overall B-Top of Basin to Bottom of Long Short B (- Height(Inches) Stub(Flowline)(Inches) A 5736 Stub#1 Stub#2 Stub#3 *Pipe Angles Not to Scale Stub#4 Job Name Sunset Community Low Impact Development Date 8/5/2014tRefer Accessories Drawin # 4.4 Customer Initial `�---- o�paK�umb�sar,ddgils.Drain Basin SizeGrate StylePED LOCK To View Add-A-Branch(qty/Size) Loca (For Roll Curb Inlet,Left��ar Right flow) r Left C— Right ............._ 0 L�2SLt17 5�ze i tion LIYLtf''of SCH40 (` 18"Llameter 270 90 ® SCH40 24"Diameter� 90 1" l 1 s-(— 30" 18o FieXstorm Filter insert ® Long i— Short E— Side View NOTE:OUTFLOW PIPE LOCATED AT ZERO DEGREES I Long i-- Short f— B A-Overall B-Top of Basin to Bottom of Height(Inches) Stub(Flowline)(Inches) A 56 16 Stub#1 '144.16 u" Stub#2 27 84 Z ti.ry Stub#3 NOTE:A separate Order form Is Stub#4 used for Envirohood!Weir Pipe Angles Not to Scale —� Structures NOTE: Drawings need to be Complete.This product is made to order and non"Refundable NYLOPLAST:3130 Verona Ave. Buford.GA 30518.866-888-8479&770-932-2443-Fax:678-244-0034 Nyloplast®and Add-A-Branch TM are registered trademarks of Nyloplast. Production order forms are based on interpretations of provided storm details. Customer Is responsible for confirmation of information and final approval of order form. e� <n � � ' Cjj 4 __.__- i �` ilI qq f �J I �� ` � �, i Page 1 of 7 Preconstruction Meeting Agenda Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Jls @ f psi - Nri Replacement Project, CAG-14-079 July 18, 2014 — Renton City Hall, Room 511 Company Phone Cell Fax City Storm Project Manager-Allen Quynn 425-430-7247 425-430-7241 Email: agu nnrentonwa.gov City Water Project Manager-Andrew 425-430-7208 425-430-7241 1 Weygandt Email: AWeygandt(a�rentonwa.gov City Inspector- Mark Wetherbee 425-430-7435 206-999-1829 Email: Mwetherbee(cDRentonwa.gov 206-999-1833 1 City Maintenance Manager- Rich Marshall 425-766-6974 Northwest Cascade, Inc. - Office Contact / Project Manager: Jeff �2.53'848-2370 1 253-414-4696 Collins, JeffCollins(cDnwcascade.com Superintendent: Mike Kivley 253-255-7079 Foreman: Dave Honeywell �C� 2,�,,.,, 53-405=8249 - Private Utilities / Others Phone Cell Fax Renton School District Steward Shusterman 425-204-4479 206-755-1743 Email: stewart.shustermanp_rentonschools.us Centuryl-ink -- 253-372-5360 Tonna Baruso tonna.baruso �centurylink.com(a -- Tiffany Bru lia Tiffan .Kuhn Qwest.com 253-597-6194 253-951-8491 253-589-1798 Puget Sound Energy-Kathy Johnson 425-462-3381 METRO-Bus Routes- Richard Garcia 206-684-2732 Kick - 1d- 57 - LDS I Renton School District-Transportation 425-204-4455 24 001- g1y0 Hellen Shindell- Butler- 4V3= d(3reen.stewart( rentonschoots.us S INTRODUCTIONS: �� • �' `, d lo t' tj-ri- 0 fcv*" S 0 o/�f N 5 h (le . 7 3 3 - 4 "-'t) t rM�r°f — � EMERGENCY NUMBERS: For Accident/ Injury/ Fire Call 911 1 -, 3.1 0 3 J JY5u k%- 5W 575--- ➢ Call the Valley 911 Dispatcher at 253-852-2121 to notify them about work occurring in the City ROW so emergency services are aware of construction on a street. Call City of Renton Police Dept. Dispatcher 425-430-7500 to notify them about emergencies ( so they can route traffic, emergency vehicles around an area) Puget Sound Energy - Emergency# 1 888 Call PSE (1-888 225-5773) H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3635 Sunset Community Plan SSIP\1600 Construction\1601 Pre-Con\2014-07-17 Precon Notes-agenda.doc Page 2 of 7 ➢ Emergency Water Shut Off call 425-430-7400 during business hours (7:00 to 3:30 pm). Call 911 after business hours. —C2'tf d`) L* ,r.r ' • Comcast— call 1-800 Comcast, if a line is broken GENERAL: 1. Call for city inspection at least 24 hours before you start work. 2. Call for locates at least 3 working days before you dig one call 811 (new number) 3. Notify fire and police prior to lane closure in streets. Fire dispatch from cell phone: 253-852-2121. Call 911 in the event of an emergency. 4. Access for emergency vehicles, mail delivery, metro routes, residents and waste collection must be maintained at all times. 5. Keep the streets clean for the duration of the project. Provide whatever city approved measures necessary for cleanup and dust control during the job. All truck maneuvering and materials storage to be within the project area only. Right of way to remain unobstructed when possible. 6. Haul legal loads. 7. Keep a set of approved city construction drawings and construction documents on-site at all times. Contractors are advised to only use sets of drawings stamped and signed by the city of renton for constructing utility improvements. The approved plans do not constitute a fill and grade permit or grant any rights to fill and/or grade outside of the right-of-way. C q S,ph & I/ 5066r 8. All utilities must be inspected prior to backfill. q SPe-r-S — PP 1� 9. For any field changes: if minor, submit a shop drawing or schematic through the inspector or by fax- 425-430-7241. If major, the contractor's project engineer should submit drawings and complete justification, information, and calculations as applicable to the city's project manager. The city will answer by memo or schedule a meeting within two days. 10. Erosion control: best management practices. Maintenance of erosion control systems will be monitored. 11. The City has applied and obtained a Construction Stormwater General NPDES Permit. The City will transfer coverage to Northwest Cascade. Prior to obtaining NTP, a SWPPP shall be developed, and submitted to the City for review and approval. Contractor shall comply with all inspection and monitoring requirements listed in the Permit. Inspections shall include all areas disturbed by construction activaties, BMPs (installation and performance, are those working correctlt?), and stormwater discharge points within the project limits. In all these areas the inspector will look for signs of soil erosion. Inspections shall occur once a week Once soil disturbance activities begin, contractor shall sample discharges from the site (before it enters the storm drain). Mark all discharges points, show them on SWPPP. Sample once a week for turbidity and PH. H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3635 Sunset Community Plan SSIP\1600 Construction\1601 Pre-Con\2014-07-17 Precon Notes-agenda.doc Page 3 of 7 12. Overtime for city Inspectors takes special authorization. Pay schedule is appx. $75 per hour for overtime (may be more at current rates). 13. Plan and procedures for the unanticipated discovery of cultural resources and human skeletal remains. SCHEDULE: pe x • Estimated start date: July 24, 2014 • Working days-90 Construction can not start until the contractor makes majority of the material and construction submittals, receives city approvals, and the city issues the notice to proceed. Working days start on the date in the notice to proceed, unless determined otherwise by city WORK HOURS: ;q6 ' W!60 1. Work hours for this project are 7 am to 5 pm Monday thru Friday. 7 2. Machinery shall not be started before 7 a.m. 3. Truck hauling is limited to 8:30 a.m. to 3:30 p.m. on principle arterial streets, unless approved otherwise. Sunset Blvd NE is a principle arterial street. 4. No work on Sundays or holidays. FIRE PREVENTION: 1. Call Valley Dispatcher (253) 852-2121 at least 24 hours in advance to notify Fire Dept. of any work in the right-of-way. 2. Maintain access at all times for emergency equipment. Fire vehicles must be able to reach any home or business in the project area. 3. Have steel plates on site, ready to use to span the excavation if emergency access is needed. Shoring and temporary steel plating must be able to support weight of emergency equipment (Fire Trucks) in all types of weather. 4. Be sure steel plates are supported on a sufficient area of good soil outside the excavation (over 1 1/2 feet of good supporting soil). 5. Do not block access to fire hydrants. 6. When a fire hydrant is taken out of service the contractor must wrap it in burlap or black plastic. 7. Any temporary on-site fuel supplies must be permitted through Fire Prevention. (Does not apply to refueling from fuel tanks on trucks). TRANSPORTATION: 1. Traffic Control Plan needs to be approved by the City Transportation Dept. Currently being reviewed 2. State law requires caution signs "Warning Steel Plates Ahead", "Caution Motorcycles" where steel plates are placed in street. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3635 Sunset Community Plan SSIP\1600 Construction\1601 Pre-Con\2014-07-17 Precon Notes-agenda.doc Page 4 of 7 3. After hours fill or plate over any open excavations. Traffic Control - ? No parking in construction area, 24-hours / 7-days a week? Need to keep one lane (south bound) along Harrington Ave NE open for emergency vehicles residents, metro routes at all times, especially during morning rush hour. Possible detour routes for Harrington Ave NE SCHOOL BUS ROUTES: Some school busses need to be rerouted. METRO BUS ROUTES: Metro route 105 drives south on Harrington Ave NE from NE 16th St to NE 12th St where is turns left along NE 12th St. WATER: 1. RENTON WATER: For Emergency Shut Off call 425-430-7400 during business hours (7:00 to 3:30 pm), the City Maintenance Department. Inform the City Inspector after calling Maintenance. 2. After Hours Emergency Shut Off, call 911 (if using cell phone call 253-852-2121) 3. Any water shut offs that are part of the project construction must be coordinated ahead of time with Water Maintenance. Residents and businesses need to be notified ahead of time. Discuss and coordinate any proposed shutoff with City Inspector before calling Maint. Dept. 4. If you want to use City water for construction work you need to get a Hydrant Meter. Fill out an application at the 6th Floor, City Hall, pay a deposit, and get the meter from the City Shops. Call the 6th floor Service Counter(425-430-7200) for details. 5. Caution - Water services may be old galvanized pipes, not flexible. If there is a problem with a water service leaking let City Inspector know. SURVEYING: 1. Provide City Inspector and Project Manager with copies of the survey and staking info. PRIVATE UTI �:J E g' as, electric), CenturyLink Gas Mains t Have sand o ite to use for backf ill around Gas Mains TRENCH EXCAVATION SAFETY SYSTEMS: 1. The Contractor is solely responsible for using appropriate trench safety systems at all times. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3635 Sunset Community Plan SSIP\1600 Construction\1601 Pre-Con\2014-07-17 Precon Notes-agenda.doc Page 5 of 7 2. If the City may issue a Stop Work Order if the Contractor is not following the Trench Excavation Safety plan, or if unsafe conditions appear to be present. The Contractor shall immediately correct any unsafe conditions. If corrections are not made the City may deny payment for the work performed on that section of the project. WA STATE INTENTS, CERT. PAYROLLS, PAY ESTIMATES, MATERIAL TICKETS 1. The Contractor and subs must have State approved Statement of Intent to Pay Prevailing Wages before the City can make any payments. 2. The contractor must submit weekly certified payrolls for the contractor, and all subcontractors and lower tier contractors. If certified payrolls are not submitted payments may be withheld until the certified payrolls are submitted to the City. 3. The Contractor shall give the City Inspector material tickets for bid items that use tickets within 1 day of material delivery. '^ 4. The City will prepare Pay Estimates every4a�ks if there is sufficient work performed. Pay estimates are based on City's observation of work progress (CB's installed, LF of pipe installed, etc.), and material tickets received for bid items (gravel, backfill, asphalt, etc.). The Contractor does not need to submit a formal pay request. It usually takes about three weeks after a pay estimate due date for the Contractor to receive a check. SANITARY SEWER: 1. Avoid damaging sewer mains and sidesewers. Contact City Inspector if damage occurs. 2. Contact City Inspector when a sidesewer needs to be relocated to clear the new storm system per bid item A-31. 3. Contractor shall take photos and measurements of side sewer relocations and submit the documentation to the City Inspector for review and approval per A-31. NO Payment for any side sewers that are not documented and approved. CONSTRUCTION — Schedule, Various Items, Discussion 1. Schedule: When does Northwest Cascade want to start construction? 2. Where will construction start? 3. What areas will Northwest Cascade use for staging? (City reviewing proposed storage areas) 4. Erosion Control Measures? 5. Submittal of porous concrete mix design prior to construction test panels. Once design mix is approved, contractor shall continue to use same mix throughout the project. Any proposed changes to the design mix require approval from the City. See section 8-26.3(2) for submittal requirements. H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3635 Sunset Community Plan SSIP\1600 Construction\1601 Pre-Con\2014-07-17 Precon Notes-agenda.doc Page 6 of 7 6. Protection of the porous concrete sidewalk during construction. Sidewalks shall be protected from clogging. Pervious concrete sidewalk that is damaged will be rejected and shall be replaced at the nearest joint. 7. Rain Garden Installation. a. Submittal of bioretention soil for approval prior to installation b. Rain gardens are not to be planted until the fall., therefore shall be protected for erosion and sediment control. 8. CPEP storm line needs to be constructed and bedded properly. Work bedding material under haunches. Do not just pour in bedding and vibrate from top. 9. Work along Harrington Ave NE from NE 16`h St. to NE 121h St. to be completed before August 26, 2014. Project was awarded on June 16, 2014 10. Weekly report. 11. Project sign. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3635 Sunset Community Plan SSIP\1600 Construction\1601 Pre-Con\2014-07-17 Precon Notes-agenda.doc WATER LINE CONSTRUCTION • All utilities must be inspected prior to backfill. • As-builts drawings shall be kept. • Contractor shall rent a meter and backflow assembly from the City shops before using City water. • Water line shall be pressures tested to 150 psi above working pressure for 2 hours. • Chlorination shall be by City forces upon contractor completion of pigging and pressure testing. • Foundation material shall be placed as needed due to the presence of poor soils / organics in the water line trench. Placement of geotextile fabric due to seepage shall be field determined. • Recycled concrete may be used as structural backfill as long as it meets the required material performance requirements. • Contractor shall submit certified load tickets. • Residents shall be given 24hr notice prior to blocking access to driveways during utility construction. r e r 1 _ 2 �S dui t,' Doug Kinnaman Sales Representative Country Green Turf Farms dougk@countryRreen.net From: Dave Hemmings [ma i Ito:d hemming sC'Obuckleynursery.com] Sent: Wednesday, March 11, 2015 11:35 AM To: Doug Kinnaman Subject: Sunset Community Low Impact Improvements #357 Doug, Would like to set up delivery for Monday morning, prefer early delivery close to 7:00 am if possible. The project information to follow: PROJECT NAME: SUNSET COMMUNITY LOW IMPACT IMPROVEMENTS PROJECT NUMBER: 357 COUNTRY GREEN PRODUCT: NETTED SHADE TOLERANT QUANTITY: 6600 SQUARE FEET SITE ADDRESS: ROADWAY PROJECT IN RENTON EAST HILL UP NE SUNSET BLVD. HARRINGTON AVE NE & NE 10T" ST (If the Driver comes up Sunset Blvd from 405, Harrington is the 3`d stop light from 405. Driver will need to be in left lane to gain access to left turn lane onto Harrington. Thank you, Dave Hemmings BUCKLEY NURSERY COMPANY dhemmings@buckleynursery.com office: (253) 863-9563 fax: (253) 863-1545 cell: (253) 405-0661 Exchange Message Security: Check Authenticity Exchange' Message Security: Check Authenticity 7 To: Chung, Raymond/SEA Subject: FW: Sunset Community Low Impact Improvements#357 Hi Raymond, I guess there is a problem with the contractor being able to deliver the sod from the supplier. Apparently, the sod did not do well during the winter and will need more time in the ground before harvesting. The supplier is suggesting an alternative mix. The proposed mix does not quite satisfy the percentages of ryegrass(60% vs. 65%) and fescue (20%vs. 35%)called in the specs. Could you forward to your landscape architect and ask them if the alternative mix would be acceptable. The other option would be to wait several weeks or more until the spec sod is available for harvesting. I would rather not extend the project completion date anymore if possible but on the other hand, I don't want to install something that will fail. Let me know as soon as possible. Thanks, Allen Quynn, P.E. Project Manager City of Renton Surface Water Utility Engineer 425-430-7247 aquynn@rentonwa.gov From: Jeff Collins [mailto:JeffCollins@nwcascade.coml Sent: Wednesday, March 11, 2015 5:17 PM To: Allen Quynn Cc: Robert Albornoz Subject: FW: Sunset Community Low Impact Improvements #357 Allen, See the email chain below. It appears that the originally approved shade tolerant sod mix did not do well this winter. With low precipitation, the sod will not be harvest-ready for another 4 to 6 weeks(weather depending). This will push the completion date of the project substantially, leaving the topsoil exposed for an extended period of time. As an option, I have attached a readily-available sod submittal. Is it acceptable for Buckley Nursery to install the perfect green sod in lieu of the shade tolerant sod? Please advise as soon as possible. The sod can still be delivered by Monday, provided the order is placed tomorrow morning. Thanks, Jeff Collins Northwest Cascade 0effc(a)-nwcascade.com Office: (253)848-2371 Cell: (253)414-4696 From: Dave Hemmings [ma i Ito:dhemmings@buckleynursery.com] Sent: Wednesday, March 11, 2015 5:02 PM 5 To: Jeff Collins Cc: Doug Kinnaman Subject: FW: Sunset Community Low Impact Improvements #357 Jeff, With our landscape operations winding down and we are in the process of preparing the sodded areas for installation, BNC placed our sod order this morning. I draw your attention to the email below from our salesperson from Country Green Turf Farms. It appears the shade tolerant sod mix did not fair the winter and Country Green will need additional time prior to harvesting. Harvesting of the crop will be driven by Spring weather temperatures and precipitation that could exceed 4 to 6 weeks Country Green has submitted their"Perfect Green Mix"(attached)that could be substituted at a no cost change. The Perfect Green Mix is their top seller and most widely used for various applications. With Harrington Avenue running north and south the sod will receive full sun throughout the growing season. There are very few mature trees that will obstruct or require the shade tolerant sod mix. It was our intention to take shipment and install Sod Monday March 16. We request at this time the Perfect Green Mix be an approved equal or await further directives. I will leave our delivery schedule set for Monday until I receive notification on how to proceed. Thank you in advance for your timely response. Regards, Dave Hemmings BUCKLEY NURSERY COMPANY dhemmings@buckleynursery.com office: (253) 863-9563 fax: (253) 863-1545 cell: (253) 405-0661 From: Doug Kinnaman [mailto:dougk@countrygreen.netl Sent: Wednesday, March 11, 2015 2:08 PM To: Dave Hemmings Subject: RE: Sunset Community Low Impact Improvements #357 Dave, I left you a voicemail on your cell phone regarding the below email based upon your phone call this morning. I did not realize you were talking about our shade tolerant sod this morning when you phoned. I just confirmed by looking at our shade tolerant sod in the field that it is not ready for harvest yet. I would suspect that the sod may be about 1 month away from maturity for harvest, weather dependent. I am attaching our Perfect Green netted sod submittal information as an option to the shade tolerant turf. Please call or email with any questions. Thanks, 6 NW NORTHWEST CASCADE INC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Hebe Bernardo Date: Date: 7/17/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 11 We are sending you: Copies Date Submittal Bid Item Description 1 7/17/2014 19 B-5 TESC Plan 1 7/17/2014 20 A-49 SWPP Plan 1 7/17/2014 21 A-50 SPCC Plan 1 7/17/2014 22 SPCC Plan(Signature Sheet, Pg 13) 1 7/17/2014 23 Certification card for Don Sigler Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signatu Temporary Erosion and Sedimentation Control A brief description of the elements of the City of Renton-Sunset Community Low Impact Development Retrofit Green Connection: Harrington Ave NE TESC plan are as follows: • Project Description - Provides a description of the project and construction activities associated therewith. • Site Information - Identifies general site information useful in construction planning, recognizing potential sources of erosion. And identifies the "person in charge" responsible for managing and implementing the TESC plan. • Site Description - Provides a general description of the site including site location, topography, soils, storm drainage system and adjacent waterways that are of importance to our scope of work. • Temporary Erosion and Sedimentation Control Elements - This section identifies the 12 TESC Elements per Chapter 6 the WSDOT Highway Runoff Manual, and the Best Management Practices that will address each requirement. Project Description Roadway, sidewalk, storm drainage and water improvements to Harrington Ave NE between NE 161h Street and NE 101h Street. Construction surveying, staking, and as-builts, traffic control, installing and maintaining erosion control, installing the new storm system including approximately 1,800 feet of 12-inch and 18-inch CPEP pipe and 8-inch ductile iron pipe, 12 Type 2 catch basins and 12 Type 1 catch basins and 9 drain basin inlets, 9 water quality treatment bioretention stormwater facilities, temporary stormwater control, excavating existing roadway, removing and restoring asphalt pavement, removing and restoring concrete curb, gutter, sidewalk, and driveways, landscape and property restoration, placing geotextile, permeable base, permeable crushed surfacing, pervious concrete sidewalk, amended soils for rain gardens. Installation of approximately 895 LF of Class 52, 12-inch and 8-inch diameter cement lined ductile iron water pipe and poly-wrap including fittings, valves, and fire hydrant assemblies, trench excavation, including removal of existing unsuitable material, stockpiling excavated material, and maintenance of existing utilities, removal and replacement of asphalt concrete pavement, asphalt overlay, concrete curbs, gutters and driveways, testing, poly-pigging, disinfecting and flushing of water mains, and connecting to existing water mains, installing and maintaining adequate TESC measures and restoring all disturbed areas. 7/17/2014 Site Information Name of City of Renton-Sunset Community Low Impact Project Development Retrofit Green Connection: Harrington Ave NE Type of Install/replace stormwater systems and water main Project improvements. Restore roadway with HMA pavement and pervious concrete sidewalk. Project Harrington Ave NE between NE 16t Street & NE 10t Street Site Locations Northwest Cascade, Inc. Primary P.O. Box 73399 Contractor Puyallup, WA 98373 (253) 848-2371 Contractor Personnel Don Sigler: Cell (253) 405-6468 Responsible for Erosion Jeff Collins: Cell (253) 414-4696 Office (235) 848-2371 Prevention Site Description The project site is located in Renton, Washington. Site topography is generally sloped as shown on the approved plans. There are portions of sloped ditches on the sides of the roads and/or ground cover that will allow water to runoff and perk naturally. The road (Harrington Ave.) runs perpendicular to a hill, which runs down into the southern end of Lake Washington. There are existing buffers at and/or adjacent to the site. Storm water runoff from the project site is collected in existing drainage systems. Temporary Erosion and Sedimentation Control Elements TESC Element 1: Mark Clearing Limits Land disturbing activities will primarily involve construction of water and storm systems; and road restoration. Buffers or existing trees will be impacted by project construction. Any clearing and/or construction easement shall be flagged or staked in the field. TESC Element 2: Establish Construction Access Construction vehicle access and exit shall be limited to one route if possible. Public roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads 7/17/2014 2 by shoveling or sweeping and shall be transported to a controlled sediment disposal area. Street washing shall not be allowed. TESC Element 3: Control Flow Rates N/A TESC Element 4: Install Sediment Controls There are existing wetlands, buffers and floodplains that storm water from the site flows to offsite. Silt fencing will be installed parallel to the roadway adjacent to these areas as needed. Additional sediment barriers will be used to protect catch basins. TESC Element 5: Stabilize Soils All exposed and unworked soils shall be stabilized by application of effective BMPs that protect the soil from the erosive forces of raindrop impact, flowing water and wind erosion. TESC Element 6: Protect Slopes N/A TESC Element 7: Protect Drain Inlets Filter fabric type "catch basin socks" will be installed and maintained in existing catch basins adjacent to the work area. TESC Element 8: Stabilize Channels and Outlets Roadway and other ditches to be restored per the plans. Brush barriers and/or wattles will be used for temporary erosion control. TESC Element 9: Control Pollutants Refer to the Spill Prevention, Control and Countermeasures (SPCC) Plan. TESC Element 10: Control Dewatering N/A. Element 11: Maintain BMPs Temporary and permanent erosion control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be performed in accordance with BMPs. Sediment control BMPs shall be inspected weekly or after a runoff-producing storm event of 1- inch or greater. Temporary erosion and sediment control BMPs shall be removed within 7 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. There will be no disturbed soil area resulting from removal of BMPs. 7/17/2014 3 Element 12: Manage the Project The project shall be phased where possible to prevent the transport of sediment from the site during construction. From October 1 through April 30, soil-disturbing activities shall only be permitted if silt-laden runoff will be prevented from leaving the construction site through a combination of the following: a) Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters; and b) Limitations on activities and the extent of disturbed areas; and c) Proposed erosion and sediment control measures. NWC shall coordinate with utilities and other contractors, and evaluate the TESC management requirements for the entire project, including the work by utilities and other contractors. All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. All BMP inspections shall be recorded on the forms located at the end of this plan. Inspection and maintenance shall be performed on a weekly basis. NWC will scan and copy all completed forms. NOTE: If water accumulated is more than one inch in a 24-hour period, additional inspections shall be performed. A Certified Professional in Erosion and Sediment Control shall be employed by NWC and shall be onsite or on-call at all times. Certification shall be through the Washington State Department of Transportation/Association of General Contractors (WSDOT/AGC) Construction Site Erosion and Sediment Control Certification Program or equivalent local or national certification and/or training program. • Erosion Control Specialists — Foreman, Don Sigler, is a responsible, certified erosion control specialist. A copy of his certification is attached. • Phone —253.405.6468 The erosion control lead will visually check site discharge during each inspection. If any turbid discharges are observed, corrective actions will be taken. Whenever a site inspection reveals that a BMP is inadequate to prevent erosion or sediment discharge, the Contractor shall modify the TESC plan. 7/17/2014 4 PLAN SUPPLEMENT (Per Section 02370-1.4) • Construction haul routes will be all main roads such as NE 16'h Street, Jefferson Ave NE, NE 12th Street and Edmonds Ave NE. BMPs shall be located at on-site where there will be a trailer stocked with straw, silt fence, CB inserts and other miscellaneous erosion control items. • There will be a dumpster onsite for any waste disposal which will be emptied off site whenever it is full. • Detailed construction sequence and schedule is pending. • Details for dewatering plan are not applicable. • Material Safety Data Sheets (MSDS) are not necessary. Products requiring MSDS are not anticipated on this project. • The stockpile and staging areas will be located within the project limits. Silt fencing will be installed (as necessary) parallel to the roadway and construction access routes shall be maintained to prevent tracking of material onto existing streets. In addition, CB inserts shall be used for any catch basins nearby. 7/17/2014 5 Spill Prevention, Control and Countermeasures Plan City of Renton, Sunset Community Low Impact Development Retrofit Green Connection: Harrington Ave NE Prepared by Northwest Cascade Inc., Executive: Douglas Watt Northwest Cascade Inc., Project Manager: Jeff Collins Northwest Cascade Inc., Superintendent: Mike Kivley 10412 John Bananola Way Puyallup, WA 98373 253-848-2371 July 17, 2014 Northwest Cascade Inc., SHALL MAINTAIN A COMPLETE, UPDATED COPY OF THIS PLAN IN AN ACCESSIBLE LOCATION ON THE PROJECT SITE AT ALL TIMES. City of Renton Project Engineer: Allen Quynn -Phone: 425-430-7247 SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page Table of Contents SPCC Plan Implementation Requirements ..................................................................... 1 SPCCPlan Elements ......................................................................................................2 1. Responsible Personnel...........................................................................................2 2. Spill Reporting ........................................................................................................2 3. Project and Site Information ...................................................................................5 4. Potential Spill Sources............................................................................................5 5. Pre-Existing Contamination ....................................................................................7 6. Spill Prevention and Response Training.................................................................7 7. Spill Prevention.......................................................................................................7 8. Spill Response........................................................................................................9 9. Project Site Map ................................................................................................... 12 10. Spill Report Form(s)............................................................................................ 12 11. Plan Approval..................................................................................................... 13 SPCC Plan Acknowledgement Form (to be signed by all Project personnel)................ 14 Figures Figure 2.1 WSDOT Hazardous Materials Event Contractor Minimum Reporting Requirements.......................................................................................................3 Appendix Appendix A — Spill or incident report form ....................................................................A-1 ProjectSite Map - .......................................................................................A-3 SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page ii 1 SPCC Plan Implementation Requirements WSDOT Standard Specification 1-07.15(1) and Project-specific special provisions (if applicable) require a Spill Prevention, Control and Countermeasures Plan (SPCC Plan or Plan) to be developed for each WSDOT project. The purpose of an SPCC Plan is to protect human health and the environment from spills and releases of "hazardous materials," a generic term WSDOT uses in Chapter 447 of its Environmental Procedures Manual to mean dangerous waste, problem waste, petroleum products, and hazardous substances. The SPCC Plan shall also address conditions that may be required by Section 3406 of the current International Fire Code, or as approved by the local Fire Marshal. Northwest Cascade Inc., the Prime Contractor for the City of Renton Sunset Community Low Impact Development Retrofit Green Connection: Harrington Ave NE, has developed this SPCC Plan to satisfy WSDOT Standard Specification 1-07.15(1) for the Project. Northwest Cascade Inc. shall update this SPCC Plan throughout the Project so that the written Plan reflects actual site conditions and practices. At a minimum, Northwest Cascade Inc. will update this Plan annually. Northwest Cascade Inc. shall fully implement this SPCC Plan, as accepted and updated, at all times. No on-site Project construction activities may commence until the City of Renton reviews and accepts this Project-Specific SPCC Plan. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 1 SPCC Plan Elements 1. Responsible Personnel Table 1.1 identifies the name(s), title(s), and contact information for the personnel responsible for implementing and updating the SPCC Plan, and for responding to spills. If spill response Subcontractor(s) will be used for spill response (as described in Section 8, Spill Response, below), the Subcontractor(s) company name(s) and contact information are also included in Table 1.1. Table 1 Responsible Personnel Responsibility Name and Title Contact Information Implementing and Updating Mike Kivley, Superintendent Company: Northwest Cascade Inc. SPCC Plan (primary contact Office Phone:253-848-2371 person) Cell Phone:253-255-7079 Implementing and Updating Jeff Collins, Project Manager Company: Northwest Cascade Inc. SPCC Plan(secondary Office Phone:253-848-2371 contact person) Cell Phone:253-405-5063 2. Spill Reporting In the event of a spill, Northwest Cascade Inc. shall notify the City of Renton Project Engineer and shall notify the Federal, State, and Local Agencies listed in Figure 2 and Table 2. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 2 Figure 2 WSDOT Hazardous Materials Event Contractor Minimum Reporting Requirements Event: Hazardous Material Spill, Release or Encounter —i If a spill or release is caused by the Contractor, the Contractor reports it to the City of Renton Project Engineer (PE) and to the regulatory agencies as indicated below. If an encounter of unknown pre-existing contamination or an UST, the Contractor reports it to the City of Renton PE. The PE follows the WSDOT Environmental Compliance Assurance Procedure (ECAP, in WSDOT's Construction Manual M 41-01.06 at 1-2.2K), to determine internal and external reporting procedures to ensure compliance as indicated below. Spill or Release to Spill or Release to Soil Underground Storage Water Tank (UST) Including ponds,wetlands,ditches, Including encounters of pre-existing &seasonally dry streams contamination If an immediate threat to Immediately call all health or environment three of the following (e.g., explosive, If confirmed release from 24-hour numbers: flammable, or toxic UST, report to Ecology's • National Response vapors; nearby water Regional Office'within 24 Center body; shallow hours 1-800-424-8802 groundwater; etc.) • Washington State immediately call Division of Ecology's Regional Emergency Office Management 1-800-258-5990 • Washington State After removal of regulated If NOT an immediate UST, provide reports to Department of threat but may be a Ecology's Regional Office Ecology (Ecology) threat to health or the within 20 and 30/90 days Regional Office environment, report to per WAC 173-340 and Ecology's Regional 173-360. Office' within 90 days Ecology Regional Office Numbers Eastern (Spokane): 509-329-3400 Northwest (Bellevue): 425-649-7000 Central (Yakima): 509-575-2490 Southwest (Lacey): 360-407-6300 Ecology regional lines and the type of information needed is provided on Ecology's spill reporting website at http://www.ecy.wa.gov/lprograms/spiIIs/other/reportaspiI1.htm __ __ __ __._ .....___ ._ ......_................. Table 2 Project-Specific Federal, State, and Local Agencies to be Notified in the Event of a Spill Agency Name Agency Notification When Agency Shall be Agency Region Telephone Number Notified Maintenance Services 425-430-7400 Spill or release to soil that City of Renton Division is an immediate threat to human health or the environment or a spill or release to water or a confirmed release or spill from a UST Renton Police Department 425-430-7500 Spill or release to soil that City of Renton is an immediate threat to human health or the environment or a spill or release to water or a confirmed release or spill from a UST Department of Public 206-296-4600 Spill or release to soil that King County Health (DPH) is an immediate threat to human health or the environment or a spill or release to water or a confirmed release or spill from a UST Washington State 360-407-7451 Spill or release to water. City of Seattle and Kitsap, Department of Ecology Shall be notified if directed Pierce,and Thurston (DOE) to notify by the (DPH) Counties U.S. Environmental 1-800-424-8802 Spill or release to water. Not applicable Protection Agency National Shall be notified if directed Response Center to notify by the (DOE) SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 4 3. Project and Site Information A. The project work: This project generally consists of constructing storm sewers, stormwater systems, water main, HMA pavement, and pervious concrete sidewalk. B. The site location and boundaries: This project is located in the City of Renton, King County, Harrington Ave NE between NE 161h Street and NE 10th Street. C. The drainage pathways from the site: See Table 3. D. Nearby waterways and sensitive areas and their distances from the site: Southern End of Lake Washington and Cedar River. Table 3 Nearby Waterways' and Sensitive Areas2 Waterway' or Distance from Direction of Flow Runoff Drainage Pathway Sensitive Areal Project Site from Project Site from Site Cedar River Located outside West Runoff travels in catch basins and project limits, on paved surfaces to ditches near aprox. 9000 ft project site Lake Washington Located outside West, Southwest Runoff travels in catch basins and project limits, on paved surfaces to ditches near approx.7000 ft project site Notes: Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. 2 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals,child care centers,etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas. ** Please reference the Temporary Erosion and Sediment Control (TESC) plan, to address required erosion control measures and BMP's within the project limits. 4. Potential Spill Sources A description of each potential fuel, petroleum product and other hazardous material brought or generated on-site is set forth in Table 4.1. The potential fuel, petroleum product and other hazardous materials listed on Table 4.1 include materials used for operating, refueling, maintaining, and cleaning equipment - including equipment used below the ordinary high water line. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 5 Table 4 Fuel,Petroleum Products and other Hazardous Materials Brought or Generated On-Site Amount of Material Staging,Use,and Storage Distance of Material Staging, Est.Max. Hazardous Material Name Intended Use of Material Material Amount at Location(s)'&Material Storage and Use,and Storage Locations Any One Time Secondary Containment Practices from Nearby Waterways and Structures and Sensitive Areas Diesel Fuel 50 gal Personnel Truck Approx.1000 feet Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 66 gal/20 gal Excavator Same Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 105 gal/25 gal Loader Same Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 105 gal/15 gal Grader Same Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 36 gal/10 gal Backhoe Same Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 70 gal/32 gal Roller Same Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 120 gal/60 gal Pulverizer Same Diesel/Hydraulic Fluid Fuel/Hydraulic Fluid 11 gal/8 gal Mini-Excavator Same Notes: ' See also Section 7.D(Spill Prevention,secondary containment and structures may be described in Table 4 or under Section 7D. 2 Waterways include streams,creeks,sloughs,rivers,Puget Sound,etc. 3 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals,child care centers,etc. Sensitive areas also include areas where groundwater is used for drinking water,such as wellhead protection zones and sole source aquifer recharge areas. SPCC Plan,City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 6 5. Pre-Existing Contamination There is no known soil contamination present within the limits of the construction site at this time. 6. Spill Prevention and Response Training It is the policy of Northwest Cascade, Inc. to stress that all personnel have responsibility for spill prevention and training shall be in accordance with WAC 296-824. At a minimum training includes: -Operation and maintenance of equipment to prevent spills of hazardous materials -Spill procedure protocols -Applicable pollution control laws, rules and regulations In addition Northwest Cascade, Inc. employees are briefed daily on the SPCC plan as well as the contents and location of the Spill Response Kit during the company's daily "toolbox" meetings. 7. Spill Prevention A. Spill response kit contents and location(s) (see Table 7). Appropriately stocked spill response kits shall be maintained in close proximity to hazardous materials and equipment and shall be immediately accessible to all Project personnel. Table 7 Spill Response Kit Contents and Locations Type of Spill Kit Spill Kit Contents Spill Kit Location(s) Spill Response Kit Shop cloths, oil sorbent pads, oil booms, Foreman's truck, in the pickup of (portable) kitty litter, polyethylene sheeting, personal the person-in-charge, refueling protective equipment (PPE) such as vehicles & maintenance vehicles safety glasses, coveralls, gloves and goggles; "Field Book"which contains copy of permit, TESC & SPCC plan Spill Response Kit Same as above plus straw bales,shovel and Staging area near jobsite (onsite) additional PPE B. Security measures for potential spill sources. All hazardous materials are incidental to the equipment, vehicle or machinery to be used for this project. They will either be off-site or sheltered from the public due to the location and limited accessibility to the jobsite. C. Methods used to prevent stormwater from contacting fuel, petroleum products and hazardous materials. Keep vehicles, equipment and machinery away from stormwater drainage pathways. Block nearby storm drains to minimize area impacted. Place barrier material beneath storage containers to prevent direct contact with the ground surface. D. Secondary containment for each potential spill source listed in Section 4, above. Use Best Management Practices (BMP). SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 7 E. Best Management Practices (BMP) Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials, petroleum product and fuel. Install catch basin socks, use silt fence and lay out straw bales. Reference the project Temporary Erosion and Sediment Control (TESC) plan to address required erosion control measures and BMPs within the project limits. F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. N/A. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum-based products. N/A. H. Routine equipment, storage area, and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses, valves, fittings, containers, pumps, or other systems that contain or transfer hazardous materials. Daily inspection of equipment for leaks. I. Site inspection procedures and frequency. Daily inspections and maintenance of the equipment and jobsite. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 8 8. Spill Response Tables 8A and 813, below, outline the response procedures that Northwest Cascade Inc. shall follow for the scenarios described in the tables below, indicating that if hazardous materials are encountered or spilled to soil or water (including stormwater, as described in Section 7C) during construction, Northwest Cascade Inc. shall do everything possible to control and contain the material until appropriate measures can be taken. The response procedures include a description of the actions that Northwest Cascade Inc. shall take to address each task shown in the tables as well as the specific on-site, spill response equipment that shall be used to perform each task. If Northwest Cascade Inc. will use a Subcontractor for spill response, provide contact information for the Subcontractor in Table 1 and, in the appropriate table below, identify when the Subcontractor shall be used and the actions that Northwest Cascade Inc. shall take at the site while waiting for the Subcontractor to respond. If Northwest Cascade Inc. encounters unanticipated pre-existing contamination within the Project area during Project work, Northwest Cascade shall immediately notify the City of Renton Project Engineer. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 9 Table 8A Spill Response Procedures, Including Actions to be Taken and Equipment to be Used Spill Response Task Hazardous Material and Clean Up Spilled Material Location Assess the Spill Secure the Area Contain and Eliminate the Spill Decontaminate Equipment Source Dispose of Spilled&Contaminated Material' Diesel Fuel&Hydraulic Fluid -Stop Operations -Shut down the -Contain the spill to prevent entry to -Only trained personnel will perform spill located in vehicles and -Notify proper authorities, appropriate equipment catch basins,storm drains,or ditches cleanup activities equipment listed in Table 4 Reference Table 2 and seal all possible -Seal or stop the source of the spill by -Collected spilled material and place into -Determine if the spill is drainage pathways closing valves or deactivating pumps labeled containers "Incidental"i.e.the spilled -Obtain appropriate spill .Apply absorbent material,berm or -Decontaminate the affected area,equipment material should be known and response equipment, divert to contain the spill and surfaces that have contacted the spill definable(MSDS or laboratory) and PPE which should .Deploy boom if necessary material -Assess the quantity of be located in the -Collect absorbent and other material used to substance spilled and the nearest company clean up the spill and properly dispose of extent of the affected area vehicle or Connex box waste at an approved disposal facility -If the spill is not"incidental," -Cleanup the spill -Retain receipts of proper disposal for direct safe evacuation of the immediately documentation area and notify the fire department(911)and other appropriate local emergency responders Notes: Spilled fuel,petroleum product and hazardous materials,contaminated stormwater,contaminated soil and water,and all cleanup supplies shall be transported off site for disposal at a facility approved by the Department of Ecology. No potentially hazardous materials,contaminated soil or water,or cleanup supplies may be discharged to any sanitary sewer without approval of the local sewer authority. Contaminated stormwater will not be discharged to any sanitary sewer without approval of the local sewer authority. ■ Petroleum products,fuel,and hazardous material spills shall be addressed and shall be prevented from reaching storm drains or other discharge points. ■ It is acceptable to combine materials covered by the same response procedures,as long each material is clearly identified. SPCC Plan,City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 10 Table 8B Spill Response Procedures for Spills Occurring During Work with Equipment Used Below the Ordinary High Water Line (Including Actions to be Taken and Equipment to be Used) Spill Response Task Hazardous Material and Clean Up Spilled Material Location Assess the Spill Secure the Area Contain and Eliminate the Spill Decontaminate Equipment Source Dispose of Spilled&Contaminated Material' N/A Notes: Spilled fuel,petroleum product and hazardous materials,contaminated stormwater,contaminated soil and water, and all cleanup supplies shall be transported off site for disposal at a facility approved by the Department of Ecology. No potentially hazardous materials,contaminated soil or water,or cleanup supplies may be discharged to any sanitary sewer without approval of the local sewer authority. Contaminated stormwater will not be discharged to any sanitary sewer without approval of the local sewer authority. Write N/A if no equipment will be used below the ordinary high water line and delete the following table(but not the table title, above). SPCC Plan,City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 11 9. Project Site Map A Project site map, clearly showing each of the following required or recommended items, is attached: A. Site location and boundaries; B. Site access roads; C. Drainage pathways from the site; D. Nearby waterways and sensitive areas (Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas.); E. Hazardous materials, equipment, and decontamination areas identified in Section 4 (Potential Spill Sources), above; F. Pre-existing contamination or contaminant sources described in Section 5 (Pre-Existing Contamination), above; G. Spill prevention and response equipment described in Section 7 (Spill Prevention) and Section 8 (Spill Response), above; H. Recommend providing the City of Renton PE initial sign-off; and I. Recommend using Project-specific Plan Sheets or a consistent map scale with identifiable or readable map symbols for each Project SPCC Map. 10. Spill Report Form(s) A copy of the spill report form that Northwest Cascade Inc. shall use in the event of a release or spill is attached. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 12 11. Plan Approval This SPCC Plan is supported by the executives, project manager and the superintendents of Northwest Cascade Inc. having the authority to commit the necessary resources, including labor, equipment, and materials, to expeditiously control and remove any harmful quantity of fuel, petroleum product or hazardous materials spilled or released to the waters or land of the State of Washington. r?11-7I z011 - Date Doug Watt Executive Northwest Cascade, Inc. 0-711710FILY Date Jeff Collins Project Manager Northwest Cascade, Inc. O"7 4 ' \"-&' ' ate Mike Kivley Superintendent Northwest Cascade, Inc. SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 SPCC Plan Acknowledgement Form (to be signed by all Project personnel) This is to certify that I have read this Project SPCC Plan and understand its contents. I have attended a Project orientation meeting discussing the elements of this SPCC Plan and the safety and health hazards associated with SPCC operations to be performed at this Project. Failure to comply with the requirements contained in this SPCC Plan may result in my removal from the Project. PRINT NAME SIGNATURE DATE SPCC Plan, City of Renton Sunset Community Green Connection Harrington Ave Project 7/17/14 Page 14 APPENDIX A SPILL OR INCIDENT REPORT FORM Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or incident. Provide a copy of this report to management. 1. WSDOT Personnel Involved in Spill Reporting: Project Office: Name, Title, and Phone Number: Regional Environmental Office: Name, Title, and Phone Number: 2. Contractor: Name and Title of Person Responsible for Spill Response: Phone Number: 3. General Spill Information: Common Name of Spilled Substance: Quantity Spilled (Estimate): Describe Concentration of Material (Estimate): Date of Spill: Time Spill Started: AM PM Time Spill Ended: AM PM 4. Spill Location and Conditions: Project Title: Street Address and/or Milepost, City: Weather Conditions: If Spill to Water, Name of Water Body (if ditch or culvert, identify the water body that the structure discharges to): Identify the Discharge Point: Estimate the Depth and Width of the Water Body: Estimate Flow Rate (i.e., slow, moderate, or fast): Describe Environmental Damage (i.e., fish kill?): 5. Actions Taken: To Contain Spill or Impact of Incident: Page A-1 To Cleanup Spill or Recover from Incident: To Remove Cleanup Material: To Document Disposal: To Prevent Reoccurrence: 6. Reportinq the Spill: Spills to water: Immediately call the National Response Center(1-800-424-8802), Emergency Management(1-800-258-5990), and the appropriate Ecology Regional Office. Spills to soil that may be an immediate threat to health or the environment(i.e., explosive, flammable, toxic vapors,shallow groundwater, nearby creek, etc.):Call the appropriate Ecology Regional Office immediately. If not immediately threatening, but may be a threat to human health List all agencies contacted; include names, dates, and phone numbers for people you spoke with: Record ERTS#, if issued by Ecology: 7. Person Responsible for Managing Termination/Closure of Incident or Spill: Name and Phone: Address and Fax: 8. Additional Notes/Information (if necessary): Page A-2 Project Site Map a � 4 ' 8d ffirs m .4 z N :. 04, , The project limits are highlighted along Harrington Ave NE on the map above. All drainage paths discharge from the project site, downhill, westward towards the southern end of Lake Washington. Page A-3 AGC Education Foundation Don Sigler Successfully Completed: Construction Stormwater Best Management Practices Field Training and is hereby a Certified Erosion&Sediment Control lead Certification Date:1128/2014 Expiration Data: 1/28/2017 ID# EF01281411 www.construcEionfoundation.org 1 NW NORTHWEST CASCADE INC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Hebe Bernardo Date: Date: 7/17/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 12 We are sending you: Copies Date Submittal Bid Item Description 1 7/17/2014 24 A-34,36 Type 1 Catch Basins 1 7/17/2014 25 A-37 Type 1-L Catch Basins 1 7/17/2014 26 A-38 48"Type 2 Catch Basin 1 7/17/2014 27 A-38 Grade rings 1 7/17/2014 28 A-34, 36 Riser 1 7/17/2014 29 Bestseal Gaskets 1 7/17/2014 30 Ladders/steps Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions). The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature sh rin e concrete products 7/17/2014 Northwest Cascade Inc. P.O.Box 73399 Puyallup, Wa. 98373-0399 Re: Sunset Community Low Impact - Renton, Wa. To whom it may concern: The items listed below for the above mentioned project will meet the specifications as listed in the Standard Plans for the "Washington State Department of Transportation", the "Annual Book of ASTM Standards", and the "Annual Book of AASHTO Structures Standards". Specifications of Materials and Compliance Type 1 Catch Basin -- WSDOT B-5.20-00/ASTM C913 Type 1-L (16) Catch Basin -- WSDOT B-5.40-00/ASTM C913 48" Type II Catch Basin -- WSDOT B-10.20-00/ASTM C478 (AASHTO M199) Grade Adjusting Ring -- WSDOT B-30.90-00/ASTM C478 Risers Bestseal Gasket-- per specifications Bestfitt Gasket Co Lane Polypropylene Ladder -- WSDOT B-30.90-00 / Ladder ASTM C497 Lane Polypropylene Ladder C -- per Lane International Corporation Lane Polypropylene Step/HH -- WSDOT B-30.90-00/Steps ASTM C478 Lane Polypropylene Step/HH Cert -- per Lane International Corporation Sincerely, Gary Pattee CEO I Job Coordinator Submittal by: (Please select) 1618 East Main • Puyallup,Washington 98372 • Phone: 253.848.1551 • Fax: 253.845.0292 www.shopeconcrete.coin 0 Call Toll Free 1.800.422.7560 0 Email:st �art� sho econa�te.cc3�n sh e concrete products Customer Name: Northwest Cascade Inc. p Project Name: Sunset Community Low Impact- Renton, Wa. Date: 7/17/2014 This document specifies a list of materials and compliance requirements for all products manufactured and produced by Shope Concrete. Items: Conforming ASTM Std: Supplier: Cements Portland Cement—Type I, II, C150-07, AASHTO M-85 Cal Portland Ash Grove Cement LaFarge Aggregates Building Sand #8725 [dry cast&wet cast] C33 Cal Portland 3/8" crushed #8840 [dry cast] C33 Cal Portland 3/8" round#8490 [wet cast] C33 Cal Portland Building Sand [dry cast &wet cast] C33 Miles Sand & Gravel 3/8" round pea gravel [wet cast] C33 Miles Sand & Gravel Reinforcement& Steps Reinforcing Rebar A615, GR60 Weyerhaeuser Reinforcing Mesh A-185, A-82, A-497 Davis Wire Corp. Polypropylene Ladders/Steps D-4101 Lane International Admixtures Sikaplast 500 [dry cast] ASTM C-494, Types A, F Sika Corp. SikaSet NC [dry cast&wet cast] ASTM C-494, Types A, F Sika Corp. ViscoCrete 2100 [wet cast] ASTM C-494, Types A, F Sika Corp. Rapid 1 [wet cast] ASTM C-494; Types A,F Sika Corp. Sika 4R [wet cast] ASTM C-494, Types, A,F Sika Corp. Additional information • All manufactured products listed on our catalog are constructed in accordance to ASTM and AASHTO Standards • Shope shipping policy statement states product will not be shipped until 4000 psi is met or exceeded • Shope Concrete is an approved listed supplier for WS-DOT and meets or exceeds all WS-DOT Standards • All products meet or exceed Seattle &Tacoma Standard Plans leA41-- /�� /� &;:— Erik Hall Gary Pattee VP JQC Manager I IT CEO I Job Coordinator 1618 East Main • Puyallup,Washington 98372 • Phone: 253.848.1551 • Fax: 253.845.0292 Nk,i,w.sh€>peconcrete.com 0 Call Toll Free 1.800.422.7560 0 Email:supportashopeconcrete.cona catch basin products Catch Basin Type 1 Reinforcing 0 ■ ASTM/WSDOT requirements ■ All components ■ #3 grade 60 reinforcing Riser Weights ■ 1-inch/50 Ibs ■ 2-inch/100 Ibs j ■ 4-inch/200 Ibs 34" 30" ■ / � 6-inch/300 Ibs j 24" 20" ■ 12-inch/600 Ibs / 1",2",4",6" ■ 24-inch/1200 Ibs \ Precast Base ■ Base unit has four-way knock outs provided for pipe entry ■ 21501bs 34" 30" n)fni,inity Standards / 24" 20" ■ Washington State APWA/WSDOT Standard Specifications • WSDOT B-5.20.-01 1}2"or 24" 0 Type I Plan Vies � 2" 3" 34"' �30' O O 26" 22" 3" 20" 20" i v ll 44" / 21" 21" ' 4" Note::drawings not to scale j'")/"�� Shope Enterprises,Inc. (253)848-1551 1-800-422-7560(Toll Free] ( � 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com Concrete prOdUCt$ Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 catch basin products Catch Basin Type 1-L WSDOT B-5.40-01 f3Onfttt'(;irrf ■ ASTM/WSDOT requirements ■ All components ■ #3 grade 60 reinforcing �\ Riser Sections B2 24" 36" 2/■ Available in 6 and 12 inch 6" ■ Lift holes provided in all risers and must be grouted up from both inside and outside to assure watertight structure duc'irrg Top Slab ■ Standard unit is designed for frame and grate to 32" 36" be placed on top / 20" 24" \ 0 12" Precast Base ■ The unit is provided with 25 inch diameter knockouts on all 0 four sides leaving minimum wall thickness of 2 inches ■ Lift holes provided in all risers and must be grouted up from both inside and outside to assure watertight structure 4 / 36' 0" 20' 24 Weights ■ Base Unit........................2,480 Ibs ■ 6 inch Reducing Top........430 Ibs ■ 12 inch Riser Section.......537 Ibs $ ■ 6 inch Riser........................280 Ibs 6"REDUCING SLAB Conformity Standards 36" 40" ■ Washington State APWA/WSDOT Standard Specifications i \ ■ WSDOT B-la A 28" 32" 2" 25" ® I / I ® 25" 44" 12" 4" Note:drawings not to scale f Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free] wo 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com COItcr jJrOdtlCfS Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 manhole products 48" Type 2 Precast Catch Basin WSDOT B-10.20-01 Flat t tops Slab Reinforcing 4"min. ■ #4 deformed rebar ■ Round or rectangular opening --- - 16"max Manhole tall Reinforcing — i ■ Minimum 0.120 square inches/linear foot 10 y 24 $ i Base Reinforcing ■ 0.15 square inches/linear foot in both directions ■ 0 Separated base slab 0.23 square inches/linear foot in 48" both directions i — 1'to 5' fiat(-or Knock Out C7irnemions 12" ■ Maximum hole size is 36 inches - ■ 8 inches of minimum distance between holes ■ 2 inch diameter lifting holes provide ■ Cored holes available i Conformity Standards , ASTM C478-97 Manhole \ ■ ■ ASTM C443 rubber gasket joint 2'to5' ■ ASTM D-4101 polypropylene steps and ladders ■ Washington State APWA/WSDOT Standard 2 Options Available 6" ■ 2 foot minimum sump ,. 5„ -- 48" 5., � ■ Specialized coatings ■ Custom hatches ■ Kor-N-Seal boots Trap)Slab Plan View 20" za" ;, 24. Note::��-�drawings not to scale , ! !? Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free] f , 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete products Puyallup,WA 98372-3142 Fax Linen(253)864-6172 additional manhole items . ` Grade Rings WSDOT B-30.91-01 Ring Reinforcing ■ Meets ASTM/WSDOT specifications ■ #3 Rebar hoop Step Ctit Outs / / \ ■ 4 inch and 6 inch have step cut outs for easy installation of steps 1 5„ Note::hciDe drawings not to scale Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete I products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 catch basin products 411" WSDOT Catch Basin Risers Type 1 34'— i \ 30" 1„ 24"" 20" 1 34"/�� / 30" 24/ 20" 6" Y� 30" 24,/ 20 34-11 \30, 24"' / 20" n 12" i 34, '30" 20" \ Y J/ a" may: �v. � Y 34"i �30" 24" 20" \ \34 30" ��.24" 20" I ' 0 / 0 24" 24" I 1,.KNOCK00rALL FOUR SItaf~.5 \y/ Note:drawings not to scale Sr ' Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[FREE CALL—North America] � 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com COnoYE'te prOdUCtS Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 Besffitt, wwnw- r-mmp, , CASKET CO. INC» ; January 1,2014 Shope Concrete 1618 East Main Puyallup WA 98372 CERTIFICATF Of' COMPLIANCE This letter is to certifii that the Isoprene used to manufacture gaskets by our firm meets and exceeds the physical property requirements for Standard Gaskets as stated in ASTM C-443, C-361,A.ASHTO M-198. Gasket sizes:12;15"1 18"1 24"and 96"MH with 1 PC Profile and 48"MH,54"MH,60"MH, 72"MH with HCC Profile. 84" Pipe gasket 1-1116"0-ring. Rubber compound meets or exceeds these following ASTM specifications: ASTM D412-98 Tensile, Elongation, Tension % ASTM D2240—Durometer ASTM D395B—Compression Set% ASTM D573- Rubber detention ASTM D471 - Water Absorp,oil resistance ASTM D-1171 Ozone Resist Rating ASTMD624- Tear PPI ASTM D297- Specific Gravity All raw rubber compound and gaskets are manufactured in the U.S.A. Lab material sheets are available upon request. This certification does not guarantee any field or testing performance criteria. These criteria are controlled by the pipe dimensions and tolerances,as well as field installation techniques,and are therefore outside the control of the gasket manufacturer. Tari Davis—Vice President, CEO BestFitt Gasket Co.,Inc. 3107142^d Ave East Ste 101 Sumner, WA 98390 (253)863-9521 AND OLD --13" 3W 7" 177.8 mm--- --...... --- Bright Red Reflectors 31v2" s88mm;I o° °0 0 0 0 0 0 0 0 0 0 0 °0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- 151/4" 387.4 mm----- ;� 14" 3a58 mm Hand Hold Step SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The %"Grade 60 reinforcing bar meets ASTM A-61_ RUNG 1/2" Grade 60 Rebar LAN,EPOL]rPI?OPYL,EN,E)VANJVOL,EST,EPS tNTERWRONAL Aff*RZFCCORAORARON P.O.Box 925 • 10758 S.W. Manhasset Dr. •Tualatin,OR 97062 •503-692-9860 •800-666-0076 Fax 503-692-9863 • www.laneinternational.com additional manhole items Y e§ Lane P14938 Safety Step WSDOT B-3-.90.01/AASHTO M-199 Forward ]e r - 15" ....... ....c....n....n_...r_,....n..�...1.._. Ovitrhead View 13" 3Y." o O �- 0 0 0 0 O O O O 0 0 0 I 0 0 (" to o o /o i,r'�0000000000000000000000000000 I ")O000000000c000000000000000 ej + Side view I I � t #4 grade 60 steel reinforcing bar COXPOA-4 F(OW Ql ---�J Note:drawings not to scale sh /1%11 Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete P10ducts Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 0 4r r CERT If I C ATE OF C 0 M P 1, 1A N C E, All of the LANI'l PLASTIC MANHOLE STEPS made of polypropylene conform to ASTM D4101-82, (The previous standard of ASTM 2146-8.7 was replaced by D4101-82.) The 1/2" reinforcing rod conforms to ASTM A-61-5 requirements. They meet andl/or exceed ASTM C478-88 paragraph 13.4 and A A sii'ro m-199 requirements. 1-he LANE PLASTIC MANIJOLE STEPS meet and/or exceed the 1.500 tbs. pullout force and the vertical deflection of 800 tbs. when property installed. All ofthe components are of domestic origin and all manufacturing is done in our plant in Tualatin. Oregon, These manhole steps are of U.S. origin and comply with the ARRA Act of 2009. Lane International Corp. Refly- 'obertson, Vice-President State of Oregon Janu ry 10. 2014 Co,intv of Washing'on and sworn bekwe, mwe tNs OFFICIAL SEAL lary PUb4C SHERI L DUYAO NOTA3Y PUBLIC-OREGON COMMISSION NO.471528 ro�, C")mrnisslon Exp;re$ Y COMMISSION EXPIRES SEPTEMBER 09,206 92 , - 10758 S,W Manhaset Dr , Tualatin. Oregot 7 06 2 Phone, 503.692-9860 -k300-666-0(_)763 R=ix 503-692-9863 additional manhole items Polypropylene Hanging Ladder rf G RPORdTION�I Item Details ■ Rail- 9/16 inch round bar,grade 60 ■ Rung- #4,grade 60 rebar ■ Lane International Corporation P.O.Box 925 18067 S.W.Lower Boones Ferry Road Tualatin,Oregon 97062 j www.laneinternational.com �J 11 y„ 10 15%"--- Rail 6 o I \I 1z" 12" Run ' I Note:drawings not to scale �'�► Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com conCt'ete ,uroducts Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 :• . j�rJKI//�13Y /T CERTIFICATE OF COMPLIANCE All of the LANI'l POLYPROPYLENE LADDERS are made of polypropylene that conforms to AS"1`M D41 C11-82. (Thaw previous standard of ASTM 2146-82 "-as replaced by D4191-82.) The: 1 aa.2„ reinforcing rod conforms to A s*rM A-61 requirements. The 9/16" smooth round bar conforms to ASTM-)6 requirements. The ladder meet-, all ASTM C-497a C-478 & WISI-A require;mcnts. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These ladders are of 1.1.S. origin and comply with the AARA Act of`2009. Lane International Corp. Kel o ertson, Vice-President January 10, 2014 `Mate of Oregon lounty of Washington �,ubscribeo and sworn before me t . OFFICt4L SEAT. of _,` tL,. 04. SHRI 1.t3U1(A0 NOTARY PUBLIC-OREGON COMMISS1O4 NO,471528 �srrl tc l't 1 ;r#?s '` t MYOOMMISSIONEXPIRI:SSEPTiMBER09,2�Y6 B..,x 92. 1Ci758 S VV M anhi,,sset D , Tualatin. Cyr€gora 97062 Fax 503,692-9863 UNW NORTHWEST CASCADE[NC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Hebe Bernardo Date: Date: 7/17/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 8 We are sending you: Copies Date Submittal Bid Item Description 1 7/17/2014 14 A-41 Storm drain casting 1 7/17/2014 15 A-35 Frame&grate 1 7/17/2014 16 A-36,37 Frame &beehive grate Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. 0 B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: �/� Signature r% 2 __.._ 1/ 40 1 B A � A a B AHEAD OF THE CURVE , �� ITl1 1-2949 !, j 26 112 025 /4 025 024 34 1/ A SECTION A-A A NOTES: � PARTS LISTOLYMPIC 3 RING. 11-249 COVER. 11-29 1 TITLE MH 0L 24 X 6 LOCKING CITY OF RENTON RING SET: 11-2991LSET DRAIN COVER RATING: H-20 JPARTNIO. 11-2991LSET MATU RING:DI ASTM A536 CLSO-55-06:COVER:CI ASTM A48 CL30 REV:A 1/09/09: BEEFED UP RIBS W/1"RADIUS`ALL AROUND REV APX WT.240 LBS. PER SET REV:B 1/20/09 CHANGED RIBS FROM 112"THICK TO 7/8" C DOC APPVD WN: EB 08/11/2008 TOLERANCES: REV:C 10/14/2013 ADDED FISH TO DWG BY: DATE: CHKD: CM 08/11/2Q(�8 x.x = x.xx>c=$.oa .=t r 11-2991LSET MH30 RENTON DRAIN x.xx=*.0fi F =4 9/i DWG NO: SCALE: N/A I SH 1 QF 1 2 1 0 7f8" 1 5/8. 18 1/2" 4 1l �1/8" 1 5/8' 25 22" ---1 2 1/2. 1 5/8- SLOT DETAIL zz 1/z`- 1 J4- 24 1/4'�_....—_ --� 26' 28 t f#" —� �--t/z" 5Ja• FRAME SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2' SOCKET HEAD (ALLEN HEAD) CAP SCREW. 1 5/8" (TOLERANCE _ +0-, -1/16") ALTERNATE 1" �1 3/8' I 5 """" 3• 5" I 2q• I I 24" 1 5J8" (TOLERANCE- +0', -1/16') 1 5J8' 1 1/4' 1/$' R. vvT-� 1 5f8' 1/8" 14 3 1�2' R. z 3/#• 2 3/4` ".PARTING LINE VANE DETAIL. N OTE S: , WSDOT STD; INC. B-30.30-00 FLAME B-30.30-00 VANED GRATE 20" X 24 ' REVERSIBLE LOCKING FRAME & VANED GRATE A536 CO FRAME;5 06 T IRON ASTM A48 CL30, GRATE; DUCnLE IRON ASTM RATING: H-2 0 PART NO. SM60V D T APPROX WT. FRAME-160 LBS, GRATE-104 LBS. REV: A DATE: 7/03/03 NEW BORDER RETOLMA LDD�CUM�ENTAPP7R�DVEID �DWW d7j03/03 t.1REV: X DATE: XX/XXfXX qSC: A d7 g31d3 OWG SM6q YANED 0T SCALE: N A SHEET. 9 OF 1 _.........-------________ i 9z LIT ,44, C=C===C __.._..____...gag• _.._..�_...........� cm ii-T 24, 2) Bt_T SOC_. (ALLEN HEAD) i`-11 x 1.5 ss Q — ... ._....... .__ OPEN ARE-A,, A DESK)NATES MACHINED SURFACE REFERENCE INFORMATIOK 1-4432 GRATE: DUCTILE IRON TO CONFORM - ! friar. TO ASTM A--536 CLASS 80-55-06 SEA TTLE, WA ERAME� GRAY IRON TO CONFORM TO ;ASTM A-48 CLASS 35 _ _____ Ph: (206)764-1200 02-25-_11 Fx (206)763-1701 NOTES z LONGITUDINAL BUFFER SPACE • B 1. A Protective Vehicle is recommended regardless If a Truck Mounted Attenuator y POSTED SPEED(MPH) 25 1 30 1 35 1 40 145 50 55 80 8s (TMA)is evegable;a work vehicle may be used. When no TMA IS used.the Z LENGTH B(FEE T) 155 200 250 305 300 425 495 570 645 Protective Vehicle shag be strategically located to shield Workers,with n0 specific Roll-Ahead distance. m z 2. Night work requires additional roadway lighting at flagging stations. See W BUFFER DATA WSDOT Standard Specifications for additional details. m END TYPICAL PROTECTIVE VEHICLE WITH TMA(SEE NOTE 1) 3. Extend Channe(I21ng Device taper across shoulder G20.2A -recommended. ROAD WORK 02 OR VEHICLE TYPE LOADED WEIGHT 4, Sign sequence Is the same for both dlrectlons of travel on the roadway. DOWNSTREAM TAPER TO SHOW END OF WORK 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. ` AREA-SEE NOTE 5 (MAXIMUM WEIGHT SHALL BE 5. Channelizing Device spacing for the downstream taper option shall be 20'O.C. !\ 4, SERVICE TRUCK, IN ACCORDANCE WATH MANU- FLAT BED,ETC, FACTURER RECOMMENDATION) 6. For signs size refer to Manual on Uniform Traffic Control Devices(MUTCO) 1 ROLL AHEAD STOPPING DISTANCE•30 FEET MIN. and WSDOT Sign Fabrication Manual M5S05. •� O (DRY PAVEMENT ASSUMED) 00 SIGN SPACING • X (1) 0 RURAL HIGHWAYS 60/55 MPH 8071 �y _RURAL ROADS — _46/53 MPH 500'i S_ RURAL ROADS 3 URBAN ARTERIALS 35/40 MPH 3W G20.2A RURAL ROADS,URBAN ARTERIALS, _RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200't(2) END B URBAN STREETS 25 MPH OR LESS 100't(2I ROAD WORK ALL-SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE W20.7A ,y�i�'�t • (t)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS,AND DRIVEWAYS. o a + (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT W20.78-OPTIONAL IF POSTED ROADWAY CONDITIONS. BE SPEED 40 MPH OR LESS + q PREPARED FOR LOCAL AGENCY p + TD STOP W2" NOT S FOR USE ON STATE W20-7A ONE LANE 4 ROAD a + QQ + J. RD AHEAD wzo-i ROAD + BE p PREPARED AHEADJy`alQR�� TO STOP W20.78-OPTIONAL IF POSTED 2537 .-- , 9PEED 40 MPH OR LESS 5�O + ONE p ROAD ASS ?Q AHEAD YV20,4 _ E%PIKES AUGUST 9.2007 ROAD LANE CLOSURE WORK WITH FLAGGER CONTROL AHEAD W2 0.1 LEGEND STANDARD PLAN K•20.40-00 FLAGGING STATION SHEET 1 OF 1 SHEET �( SIGN LOCATION APPROVED FOR PUBLICATION D D D CHANNEL17JNG DEVICES Ken L.Smith 02-15-07 --. .11 ® PROTECTIVE VEHICLE-RECOMMENDED woM- Date: 08/06/2014 Project Name: Harrington Ave NE Stormwater Green Connections Improvement Project D City of Project Number: CAG-14-079 :i; 7 j Contractor: Northwest Cascade,Inc. "<:5��' Sub-Contractor: City Review: Allen Quynn/Hebe Bernardo Date Date Revision Item No. Material or Manufacturer's Product/Type Due received Approved Needed City Comments Progress Schedule 1 1 7 days prior to pre-construction conference 1 Approval of qualified subcontractors Pre-con 07/14/2014 07/16/2014 No 2 Names of principal suppliers Pre-con 07/14/2014 07/16/2014 No 3 Equipment Rates Pre-Con 07/14/2014 07/16/2014 No 4 Labor Rates Pre-Con 07/15/2014 07/17/2014 No 5 Geotextile Pre-Con 07/15/2014 07/17/2014 No 6 Aggregates Pre-Con 07/15/2014 07/17/2014 No 7 Traffic Control Plan 07/16/2014 07/23/2014 Yes Section 1-05.11(4)applies unless deviation authorized by City 8 Storm Casting 07/17/2014 9 Pavement Markings 07/17/2014 07/23/2014 No 10 HMA 07/17/2014 07/23/2014 No Revise element TESC element#4 prior to beginning of construction. lla TESC Plan 07/17/2014 07/23/2014 Yes There are no wetlands or critical areas on-site. SWPPP will need to be reviewed during construction for compliance llb 07/17/2014 07/24/2014 No with the General Construction NPDES Permit. SWPP Plan llc SPCC Plan 07/17/2014 07/24/2014 No Sld ESC Lead Cert Card 07/17/2014 07/24/2014 No Shoring Plan 07/23/2014 07/23/2014 Yes Include shoring box specifications 12 Catch Basin-Type 1,1L and 2-48" 07/17/2014 07/24/2014 No 13a Water Pipe/fittings 07/21/2014 08/04/2014 Yes Remove backflow preventer from PRV catalog cut sheet 13b Storm pipe/fittings 07/21/2014 08/04/2014 14 Traffic Control Plan 07/21/2014 07/02/2014 Yes See modified traffic control Plan 17 Concrete Mix Design 07/24/2014 18 Mobilization Plan 07/24/2014 07/30/2014 No 21 Mobilization Plan-ROW Staging 08/04/2014 08/04/2014 Yes Include flashing beacons every other barrel 22 Drain Basin 08/05/2014 OS/05/2014 No Page 1 of 1 Allen Quynn From: Raymond.Chung@CH2M.com Sent: Friday, September 05, 2014 9:54 AM To: Allen Quynn Cc: Hebe Bernardo; Dustin.Atchison@CH2M.com; Raymond.Chung@CH2M.com Subject: FW: Harrington Ave Project Ph 1 CA: Plant Substitutions Attachments: Rhizome Planting Detail.pdf Allen, Please see attached and below for the response from our landsacaper, HBB. They designed the landscaping feature of the project. For the attached detail, it is generic and one of the call out is to backfill with planting soil. I clarified with Dean that the bioretention soil is fine and no need to bring in another planting soil. Thanks Raymond Raymond W. Chung, P.E. CH2M HILL Seattle Office Tel (425) 233-3241 Fax(425) 468-3100 raymond.chungC@ch2m.com From: Dean W. Koonts [mailto:dkoonts@hbbseattle.coml Sent:Thursday, September 04, 2014 11:14 AM To: Chung, Raymond/SEA Cc:Atchison, Dustin/SEA; Ben Schneider Subject: RE: Harrington Ave Project Ph 1 CA: Plant Substitutions Raymond. We have reviewed the three plant substitution requests and have the following comments: R� 1) 166 Berberis William Penn at 2 gallon proposed substitution for 166 Berberis x stenophylla at 2 gallon. HBB Comment:The William Penn will have a spread that is too large. Substitution is not acceptable. Acceptable alternatives include: a)Berberis thunbergii 'Crimson Pygmy'(Atropurpurea Nana); b)Berberis thunbergii 'Admiration'; or c)Berberis thunbergii 'Kobold' j 2)671 Juncus effuses species at 4" pot proposed substitution for 671 Juncus effuses'Quartz Creek as a no cost change. HBB Comment: Substitution is acceptable as a no cost change. 3)671 Iris douglasiana bareroot proposed substitution for Iris douglasiana at 4"pot with a credit to the Owner of 75 cents per plant. HBB Comment: Substitution is acceptable with cost credit to owner and the bareroot plants must consist of firm, disease-free rhizomes, with no evidence of snails, slugs, or rot. Bareroot rhizomes shall be planted per attached bareroot rhizome planting detail. Dean W. Koonts, ASLA, Principal HBB LANDSCAPE ARCHITECTURE P 206 682 3051 From: Raymond.Chung@CH2M.com [mailto:Raymond.Chung@CH2M.com] Sent: Tuesday, September 02, 2014 1:10 PM To: Dean W. Koonts; Ben Schneider 1 Cc: Dustin.Atchison@CH2M.com, Raymond.Chung(aOCH2M.com Subject: FW: Harrington Ave Project Dean, Ben Please see attached and below for issues with the plants for Harrington Ave Phase 1.The contractor was not able to find the prescribed plants. Let me know what you think. Thanks Raymond From:Allen Quynn [mailto:aquynn@Rentonwa.govj Sent: Friday, August 29, 2014 12:00 PM To: Chung, Raymond/SEA Subject: FW: Harrington Ave Project Hi Raymond, Please see attached email from the contractor. It looks like the supplier is unable to provide Bid Items A-59, A-61 and A- 63. They are requesting to either: 1. Approve the recommended substitutions by the supplier, or 2. Provide list of alternate suppliers that carry the specified plants. Maybe you could have your landscape architect review the request and provide some guidance. Thanks, Allen Quynn, P.E. Project Manager City of Renton Surface Water Utility Engineer 425-430-7247 aguynn@rentonwa.gov From: Robert Albornoz [ma i Ito:RobertAlbornoz@nwcascade.com] Sent: Thursday, August 28, 2014 4:23 PM To: Allen Quynn; Hebe Bernardo Cc: Jeff Collins Subject: Harrington Ave Project Allen, See attached copy of correspondence from our landscaping subcontractor Buckley Nursery Co. Due to lack of availability,they are proposing substitutes for bid item Nos.A-59,A-63 &A-61. Please review and advise. Thank you. Robert Albornoz, Jr., PE Northwest Cascade, Inc. C: 253.377.0868 O: 253.848.2371 F. 253.848,2545 E.robert(aD-nwcascade.com 2 If these proposed substitutions would be acceptable to the Owner we ask for an immediate response as grower available inventories are very limited and growers will not hold these plants without a confirmed order from Buckley Nursery Company. Should our proposed substitutes not be acceptable to the Owner,we then request that the Owner provide us with the names and phone numbers of confirmed sources that can supply the specified varieties in the specified size and required quantities. Your rapid response it greatly appreciated for the benefit of the project. Sincerely/ Ann Hemmings Cc: file tVVJ cROwiNc Buck[EyNURSERYCOMPANY 16819 -92nd Street East Sumner,WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 8/28/14 — Jeff Collins A 3 NW Cascade 1 P.O. Box 73399 A Puyallup,WA. 98373 Re: Sunset Community Low Impact Development Subj: Plant Material Availability/Request for Source or Substitution Jeff, Buckley Nursery has been in the process of trying to procure all required plant material for the above referenced project and to date we have not located a source that can confirm supply for the following items: 166 Berberis x stenophylla Corallina 2 gallon, 671 Iris douglasiana 4" Pot and 671 Juncus effusus 'Quartz Creek'4" Pot. Following is the list of growers and broker's contacted in search of the specified material. Banksavers Nursery-Arlington,WA Beaver Lake Nursery-Beaver Creek, OR Blue Heron Nursery-Corvallis, OR deWilde Nursery-Lynden, WA Eatonville Nursery-Eatonville, WA Firetrail Nursery-Marysville,WA Furneys Nursery-Des Moines, WA Hanging Gardens-BI Diamond,WA Hima Nursery-Everett,WA J Frank Schmidt&Sons-Boring, OR Loen Nursery-Sherwood,OR Nettle Creek Nursery-Sumner,WA Pacific Natives&Ornamentals-Woodinville,WA Pacific Plants-Issaquah, WA Storm Lake Growers-Monroe, WA T&L Nursery-Redmond,WA TSC Nursery Sales-BC Canada Van Klaverens Nursery-Lake Stevens,WA Wabash Farms-Enumclaw,WA Woodbrook Nursery-Gig Harbor,WA Suppliers have indicated that they could supply as substitutes the following: 166 Berberis William Penn 2 gallon for the specified 166 Berberis x stenophylla Corallina 2 gallon as a no cost change;the 671 Juncus effusus species 4"for the specified 671 Juncus effusus'Quart Creek'4" as a no cost change and 671 Iris douglasiana Bareroot for the specified 671 Iris douglasiana 4" Pot with a credit back to the Owner of 75 cents per each. We will continue searching but at this time do not believe our efforts will be positive. An Equal Opportunity Employer City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 Section I —Construction SWPPP Narrative 1. Project Description The project for which this SWPPP plan was developed is City of Renton, Sunset Community Low Impact Development Retrofit Green Connection: Harrington Ave NE. Northwest Cascade, Inc. has contracted to install storm sewers, stormwater systems, water main, HMA pavement, and pervious concrete. A. Storm piping. B. Water piping. C. Hot mix asphalt pavement. D. Pervious concrete sidewalk. 2. Existing Site Conditions Site topography is generally sloped as shown on the approved plans. There are portions of sloped ditches on the sides of the roads and/or ground cover that will allow water to runoff and perk naturally. The road (Harrington Ave.) runs perpendicular to a hill, which runs down into the southern end of Lake Washington. There are existing buffers at and/or adjacent to the site. Storm water runoff from the project site is collected in several existing drainage systems. 3. Adjacent Areas The project sites have both commercial and residential properties in the surrounding areas. Construction operations will not interfere with the personal property of the residences. Traffic control detours will allow for local traffic only. There is no off-site property that will be affected by site disturbance. 4. Critical Areas There are several catch basins within or adjacent to the project limits as shown on the approved plans. Protection of these areas will include sediment socks or silt fence. There appears to not be any geologic hazards within the project site. There are no known site drainage problems such as flooding or erosion, and no evidence of existing on-site fuel tanks or groundwater wells. 5. Soils Hazardous materials are not anticipated on this project. It is anticipated that other soils to be encountered will consist of imported trench backfill from previous utility installations, and glacial till, glacial outwash, sands and/or cobbles for native materials. 6. Erosion Problem Areas The site has existing concrete and asphalt improvements and some vegetative areas. Erosion of underlying soils is not anticipated to be an issue. 7/17/2014 1 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 7. Construction Stormwater Pollution Prevention Elements Each of the 12 required Construction Stormwater Pollution Prevention Elements identified in the drainage manual will be addressed as follows: Element 1: Mark Clearinq Limits Land disturbing activities will primarily involve construction of underground utilities. Sensitive areas (offsite), buffers, or existing trees will be impacted by project construction. Any clearing and/or construction easement shall be flagged or staked in the field. Element 2: Establish Construction Access Construction vehicle access and exit shall be limited to one route if possible. Public roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or pickup sweeping and shall be transported to a controlled sediment disposal area. Street washing shall not be allowed. Element 3: Control Flow Rates Flow control to prevent erosion of downstream properties is not required. Element 4: Install Sediment Controls Storm water runoff from disturbed areas shall pass through an appropriate sediment removal BMP prior to discharge from the site. Element 5: Stabilize Soils All exposed and unworked soils shall be stabilized by application of effective BMPs that protect the soil from the erosive forces of raindrop impact, flowing water, and wind erosion. From October 1 through April 30, no soils shall remain exposed and unworked for more than 2 days. From May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. There will be some soil stockpiles on this project. Work on linear activities, including pipelines and trenching for utilities, shall not exceed the capability of the contractor to install the bedding materials, pipelines and/or utilities, and to re-stabilize the disturbed soils within the timing conditions listed above. Element 6: Protect Slopes Exposed slopes are not anticipated for this project. 7/17/2014 2 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 Element 7: Protect Drain Inlets Storm drain inlets made operable during construction shall be protected so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. All inlets within 50 feet of an active project site shall have an approved catch basin insert. Element 8: Stabilize Channel and Outlets Stabilization, including armoring material (cold mix), adequate to prevent erosion, will be provided as needed. There are no adjacent stream banks, slopes, or downstream reaches that shall be disturbed by construction. Element 9: Control Pollutants Refer to the Spill Prevention, Control and Countermeasures (SPCC) Plan. All pollutants, including waste materials and demolition debris that occurs onsite during construction shall be handled and disposed of in a manner that does not cause contamination to stormwater. Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles involving oil changes, hydraulic system drain down, solvent and degreasing cleaning operations, fuel tank pollutants to the ground or into stormwater runoff shall be performed using spill prevention measures, such as drip pans. Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. Emergency repairs may be performed onsite using temporary plastic placed beneath and, if raining, over the vehicle. Management of pH-modifying sources shall prevent contamination of runoff and storm water collected onsite. These sources include, but are not limited to, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, concrete pumping and mixer washout waters. Element 10: Control De-Waterinq De-watering is not anticipated for this project. Element 11: Maintain BMPs Temporary and permanent erosion control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be performed in accordance with BMPs. Sediment control BMPs shall be inspected weekly or after a runoff-producing storm event during the dry season and daily during the wet season. 7/17/2014 3 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 Temporary erosion and sediment control BMPs shall be removed within 7 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. There will be no disturbed soil area resulting from removal of BMPs. Element 12: Manage the Project The project shall be phased where possible to prevent the transport of sediment from the site during construction. From October 1 through April 30, soil-disturbing activities shall only be permitted if silt- laden runoff will be prevented from leaving the construction site through a combination of the following: a) Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters; and b) Limitations on activities and the extent of disturbed areas; and c) Proposed erosion and sediment control measures. NWC shall coordinate with utilities and other contractors, and evaluate the stormwater management requirements for the entire project, including the work by utilities and other contractors. All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. All BMP inspections shall be recorded on the forms located at the end of this plan. At the very least, inspection and maintenance shall be performed on a weekly basis. NWC will scan and copy all completed forms. NOTE: If water accumulated is more than one inch in a 24-hour period, additional inspections shall be performed. A Certified Professional in Erosion and Sediment Control shall be employed by NWC and shall be onsite or on-call at all times. Certification shall be through the Washington State Department of Transportation/Association of General Contractors (WSDOT/AGC) Construction Site Erosion and Sediment Control Certification Program or equivalent local or national certification and/or training program. • Erosion Control Specialists — Foreman, Don Sigler, is a responsible, certified erosion control specialist. A copy of his certification is attached. • Phone—253.405.6468 Whenever inspection and/or monitoring reveals that the BMPs identified in the Construction SWPPP are inadequate, due to the actual discharge of, or potential to discharge a significant amount of any pollutant, the SWPPP shall be modified, as appropriate, in a timely manner. The Construction SWPPP shall be retained on-site or within reasonable access to the site, and shall be modified whenever there is significant change in the design, construction, operation, or maintenance of any BMP. 7/17/2014 4 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 8. Construction Phasing Project construction shall be phased such that removal of the existing storm drainage system(s) shall be performed directly ahead of installation of the new stormwater system. This will minimize any disruption of storm water flows. Concurrently, some water main improvements may occur, but the majority of the water work will be completed after the stormwater system improvements have been installed. 9. Construction Schedule It is anticipated that this project will be performed between July 2014 and October 2014. 10. Financial/Ownership Responsibilities Site improvements installed by this project will be owned and maintained by the City of Renton. 7/17/2014 5 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 APPENDIX A General: The following standards and specification for BMPs from Section 4.1 in Volume 2 of the Manual have been determined to be applicable to this project and are attached: Source Control BMPs BMP C140 — Dust Control BMP C150 — Materials on Hand BMP C152 — Sawcutting and Surface Pollution Prevention BMP C160 —Contractor Erosion and Spill Control Lead BMP C162— Scheduling Runoff Conveyance and Treatment BMPs BMP C220— Storm Drain Inlet Protection SOURCE CONTROL BMPs BMP C140: Dust Control Purpose • Dust control prevents wind transport of dust from disturbed soil surfaces onto roadways, drainage ways, and surface waters. Conditions of Use • In areas (including roadways) subject to surface and air movement of dust where onsite and off-site impacts to roadways, drainage ways, or surface waters are likely. Design and Installation Specifications • Vegetate or mulch areas that will not receive vehicle traffic. In areas where planting, mulching, or paving is impractical, apply gravel or landscaping rock. • Limit Dust generation by clearing only those areas where immediate activity will take place, leaving the remaining area(s) in the original condition, if stable. Maintain the original ground cover as long as practical. • Construct natural or artificial windbreaks or windscreens. These may be designed as enclosures for small dust sources. • Sprinkle the site with water until the surface is wet. Repeat as needed. To prevent carryout to mud onto street, refer to Stabilized Construction Entrance (BMP C105). 7/17/2014 6 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 • Irrigation water can be used for dust control. Irrigation systems should be installed as a first step on sites where dust control is a concern. • Spray exposed soil areas with a dust palliative, following the manufacturer's instructions and cautions regarding handling and application. Used oil is prohibited from use as a dust suppressant. Local governments may approve other dust palliatives such as calcium chloride or PAM. • PAM (BMP C126) added to water at a rate of 0.5 lb. Per 1,000 gallons of water per acre and applied from a water truck is more effective than water alone. This is due to the increased infiltration of water into the soil and reduced evaporation. In addition, small soil particles are bonded together and are not as easily transported by wind. Adding PAM may actually reduce the quantity of water needed for dust control, especially in eastern Washington. Since the wholesale cost of PAM is about $4.00 per pound, this is an extremely cost-effective dust control method. Techniques that can be used for unpaved roads and lots include: • Lower speed limits. High vehicle speed increases the amount of dust stirred up from unpaved roads and lots. • Upgrade the road surface strength by improving particle size, shape, and mineral types that make up the surface and base materials. • Add surface gravel to reduce the source of dust emission. Limit the amount of fine particles (those smaller than .075 mm) to 10 to 20 percent. • Use geotextile fabrics to increase the strength of new roads or roads undergoing reconstruction. • Encourage the use of alternate, paved routes, if available. • Restrict use by tracked vehicles and heavy trucks to prevent damage to road surface and base. • Apply chemical dust suppressants using the admix method, blending the product with the top few inches of surface material. Suppressants may also be applied as surface treatments. • Pave unpaved permanent roads and other trafficked areas. • Use vacuum Street sweepers. • Remove mud and other dirt promptly so it does not dry and then turn into dust. • Limit dust-causing work on windy days. • Contact your local Air Pollution Control Authority for guidance and training on other dust control measures. Compliance with the local Air Pollution Control Authority constitutes compliance. 7/17/2014 7 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 Maintenance Standards Respray area as necessary to keep dust to a minimum. BMP C150: Materials on Hand Purpose Quantities of erosion prevention and sediment control materials can be kept on the project site at all times to be used for emergency situations such as unexpected heavy summer rains. Having these materials onsite reduces the time needed to implement BMP5 when inspections indicate that existing BMPs are not meeting the Construction SWPPP requirements. In addition, contractors can save money by buying some material in bulk and storing them at their office or yard. Conditions of Use • Construction projects of any size or type can benefit from having materials on hand. A small commercial development project could have a roll of plastic and some gravel available for immediate protection of bare soil. A large earthwork project, such as highway construction, might have several tons of straw, several rolls of plastic, flexible pipe, sandbags, geotextile fabric and steel "T" posts. • Materials are stockpiled and readily available before any site clearing, grubbing, or earthwork begins. A large contractor or developer could keep a stockpile of materials that are available to be used on several projects. • If storage space at the project site is at a premium, the contractor could maintain the materials at their office or yard. The office or yard must be less than an hour from the project site. Design and Installation Standards Depending on project type, size, complexity, and length, materials and quantities will vary. A good minimum that will cover numerous situations Specifications includes: Material Measure Quantity Sewer Pipe, 6" or 8" 14 foot section 4-6 diameter Sandbags, filled each 25-50 Quarry S alls Ton 2-4 Washed Gravel Cubic Yard 2-4 Geotextile Fabric 100 foot roll 1-2 Catch Basin Inserts Each 2-4 Steel 7" Posts Each 12-24 Clear Plastic, 6 mil 100 foot roll 1-2 Maintenance Standards 7/17/2014 8 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 • All materials with the exception of the quarry spalls, steel "T" posts, and gravel should be kept covered and out of both sun and rain. • Re-stock materials used as needed. BMP C152: Sawcutting and Surfacing Pollution Prevention Purpose Sawcutting and surfacing operations generate slurry and process water that contains fine particles and high p1-f (concrete cutting), both of which can violate the water quality standards in the receiving water. This BMP is intended to minimize and eliminate process water and slurry from entering waters of the State. Conditions of Use Anytime sawcutting or surfacing operations takes place; these management practices shall be utilized. Sawcutting and surfacing operations include, but are not limited to, the following: • Sawing • Coring • Grinding • Roughening • Hydro-demolition • Bridge and road surfacing Design and Installation Specifications • Slurry and cuttings shall be vacuumed during cutting and surfacing. • Slurry and cuttings shall not drain to any natural or constructed drainage conveyance. • Collected slurry and cuttings shall be disposed of in a manner that does not violate groundwater or surface water quality standards. • Process water that is generated during hydro-demolition, surface roughening or similar operations shall not drain to any natural or constructed drainage conveyance and shall be disposed of in a manner that does not violate groundwater or surface water quality standards. • Cleaning waste material and demolition debris shall be handled and disposed of in a manner that does not cause contamination of water. If the area is swept with a pick- up sweeper, the material must be hauled out of the area to an appropriate disposal site. Maintenance Standards Continually monitor operations to determine whether slurry, cuttings, or process water could enter water of the state. If inspections show that a violation of water quality standards could occur, stop operations and immediately implement preventative measures such as berms, barriers, secondary containment, and vacuum trucks. 7/17/2014 9 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 BMP C160: Contractor Erosion and Spill Control Lead Purpose The Contractor designates at least one employee as the responsible representative in charge of erosion and spill control. The designated employee shall be the Contractor Erosion and Spill Control Lead (CESCL) who is responsible for ensuring compliance with all local, state, and federal erosion and sediment control requirements. Conditions of Use A CESCL should be made available on project types that include, but are not limited to, the following: • Construction activity that disturbs one acre of land or more. • Construction that disturbs less than one acre of land, but is part of a larger common plan of development or sale that will ultimately disturb one acre of land or more. • Heavy construction of roads, bridges, highways, airports, buildings. • Projects near wetlands and sensitive or critical areas. • Projects in or over water. Design and Installation Specifications • The CESCL shall have a current certificate proving attendance in the "Construction Site Erosion and Sediment Control Certification Course," offered throughout the year by the Associated General Contractors of Washington Educational Foundation or an approved equivalent. Equivalent certificates include: -WSDOT certification in Construction Site Erosion and Sediment Control. -Certified Professional in Erosion and Sediment Control (CPESC) offered by the International Erosion Control Association (IECA). -Other courses approved by Ecology or the Local Permitting Authority. • Certification shall remain valid for three years. • The CESCL shall have authority to act on behalf of the contractor or developer and shall be available, on call, 24 hours per day throughout the period of construction. • The Construction SWPPP shall include the name, telephone number, fax number, and address of the designated CESCL. Duties and responsibilities of the CESCL shall include, but are not limited to the following: • Maintaining permit file on the site at all times, which includes the SWPPP and any associated permits and plans. • Directing BMP installation, inspection, maintenance, modification, and removal. • Availability 24 hours per day, 7 days per week by telephone. • Updating all project drawings and Construction SWPPP with changes made. • Keeping daily logs, and inspection reports. Inspection reports should include: -When, where and how BMPs were installed, removed, or modified. -Repairs needed or made. -Observations of BMP effectiveness and proper placement. -Recommendations for improving performance of BMPs. 7/17/2014 10 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 -Identify the points where storm water runoff potentially leaves the site, is collected in a surface water conveyance system (i.e., road ditch, storm sewer), and enters receiving waters of the state. -If water sheet flows from the site, identify the point at which it becomes concentrated in a collection system. -Inspect for SWPPP requirements including BMPs as required to ensure adequacy. • Facilitate, participate in, and take corrective actions resulting from inspections performed by outside agencies or the owner. • Keep an inventory of equipment onsite. BMP C162: Scheduling Purpose Sequencing a construction project reduces the amount and duration of soil exposed to erosion by wind, rain, runoff, and vehicle tracking. Conditions of Use The construction sequence schedule is an orderly listing of all major land-disturbing activities together with the necessary erosion and sedimentation control measures planned for the project. This type of schedule guides the contractor on work to be done before other work is started so that serious erosion and sedimentation problems can be avoided. Following a specified work schedule that coordinates the timing of land-disturbing activities and the installation of control measures is perhaps the most cost-effective way of controlling erosion during construction. The removal of surface ground cover leaves a site vulnerable to accelerated erosion. Construction procedures that limit land clearing provide timely installation of erosion and sedimentation controls, and restore protective cover quickly can significantly reduce the erosion potential of a site. Design Considerations • Avoid rainy periods. • Schedule projects to disturb only small portions of the site at any one time. Complete grading as soon as possible. Immediately stabilize the disturbed portion before grading the next portion. Practice staged seeding in order to revegetate cut and fill slopes as the work progresses. 7/17/2014 11 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635 &WTR-27-3635 RUNOFF CONVEYANCE AND TREATMENT BMPS BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. C poulitio 11 of t1se Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Protection should be provided for all storm drain inlets downslope and within 500 feet of a disturbed or construction area,unless the runoff that enters the catch basin will be conveyed to a sediment pond or trap. Inlet protection may be used anywhere to protect the drainage system. It is likely that the drainage system will still require cleaning. Table 4.9 lists several options for inlet protection. All of the methods for storm drain inlet protection are prone to plugging and require a high frequency of maintenance:. Drainage areas should be limited to 1 acre or less. Emergency overflows may be required where stormwater ponding would cause a hazard. If an emergency overflow is provided,additional end-of-pipe treatment may be required. Table 4.9 Storm Drain Inlet Protetion Applicable for Type of Inlet Emergency Paved/Earthen Protection Overflow Surfaces Conditions of Use Drop Inlet Protection Excavated drop inlet Yes, Earthen Applicable for heavy flows. Easy protection temporary to maintain. Large area flooding will Requirement:30'X 307acre occur Block and gravel drop Yes Paved or Earthen Applicable for heavy concentrated inlet protection flows. Will not pond. Gravel and wire drop No Applicable for heavy concentrated inlet protection flows. Will pond.Can withstand traffic. Catch basin filters Yes Paved or Earthen Frequent maintenance required. Curb Inlet Protection Curb inlet protection Small capacity Paved Used for sturdy,more compact with a wooden weir overflow installation. Block and gravel curb Yes Paved Sturdy,but limited filtration. inlet protection Culvert Inlet Protection Culvert inlet sediment 18 month expected life. trap 7/17/2014 12 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 Design aml Excavated Drop Inlet Protertion-An excavated impoundment around the Installation storm drain. Sediment settle out of the stormwater prior to entering the Specifications storm drain. • Depth 1-2 f1 as measured from the crest of the inlet structure. • Side Slopes of excavation no steeper than 2:1. • Minimum volume of excavation 35 cubic yards. • Shape basin to fit site with longest dimension oriented toward the longest inflow area. • Install provisions for draining to prevent standing water problems. • CIear the area of all debris. • Grade the approach to the inlet uniformly. • Drill weep holes into the side of the inlet. • Protect weep holes with screen wire and washed aggregate. • Seal weep holes when removing structure and stabilizing area. • It may be necessary to build a temporary dike to the down slope side of the structure to prevent bypass flow. Bkuk and Gravel Filter-A barrier formed around the storm drain inlet with standard concrete blocks and gravel. See Figure 4.14. • Height I to 2 feet above inlet. • Recess the first row 2 inches into the ground for stability. • Support subsequent courses by placing a 2x4 through the block opening. • Do not use mortar. • Lay some blocks in the bottom row on their side for dewatering the pool. • Place hardware cloth or comparable wire mesh with V24nch openings over all block openings. • Place gravel just below the top of blocks on slopes of 2:1 or flatter. • An alternative design is a gravel donut. • Inlet slope of 3:1. • Outlet slope of 2:1. • 1-foot wide level stone area between the structure and the inlet. • Inlet slope stones 3 inches in diameter or larger. • Outlet slope use gravel %a-to'/.-inch at a minimum thickness of 1-foot. 7/17/2014 13 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 Plan View A Drain Grate •�. - Q gn� O• i u o so uj' Q a Contra- Block Gravel °.p •� ° � ° :.�• d Backlill • ,r�t ti �. .C.� •ca4l.J .Q 'Q �4V'`' A .a Section A - A Concrete Block Wire scroc'lor Filter Fabric Gravel Bac+chll _'�Overfluw Water Patdng Height Water :1 Drop Inlet \� \ />�/i.� Notes. 1.Chop inlet sediment barriers are to be used for small,nearly level drainage aroas.(ems than 5%) 2.Excavate a basin of sutficiont size adjacent to the drop inlet. 3."1 he top of the structure(paarding height)must be Acll below the Pmund elevation dowmkipc to Present runoff(Tom bypassing the inlet. A tempirary dike may be netrssary on thedowslope stile of the ctructurt. Figure 4.14—Block and Gravel Filter t rat•t^l an"J Wke Mesh Filter-A gravel barrier plat ed o r die top ot'dic inlet. This structure does not provide an overflow. • Hardware cloth or comparable wire mesh with t/x-inch openings. + Coarse aggregate. • Height I-foot or more, 18 inches wider than inlet on all sides. Place wire mesh over the drop inlet so that the wire extends a minimum of 1-foot beyond each side of the inlet structure. If more than one strip of mesh is necessary,overlap the strips. Place coarse aggregate over the wire mesh. • The depth of the gravel should be at least 12 inches over the entire inlet opening and extend at least 18 inches on all sides. 7/17/2014 14 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 Catchbasin Filters -Inserts should be designed by the manufacturer for use at construction sites. The limited sediment storage capacity increases the amount of inspection and maintenance required,which may be daily for heavy sediment loads. The maintenance requirements can be reduced by combining a catchbasin filter with another type of inlet protection. This type of inlet protection provides flow bypass without overflow and therefore may be a better method for inlets located along active rights-of- way. • 5 cubic feet of storage. Dewatering provisions. High-flow bypass that will not clog under normal use at a construction site. The catchbasin filter is inserted in the catchbasin just below the grating. Curb Inlet Protection with Wooden Weir --Barrier formed around a curb inlet with a wooden frame and gravel. • Wire mesh with V2-inch openings. • Extra strength filter cloth. • Construct a frame. Attach the wire and filter fabric to the franc. • Pile coarse washed aggregate against wire./fabric. Place weight on frame anchors. Block and Gravel Curb Inlet Protection- Barrier formed around an inlet with concrete blocks and gravel. See Figure 4.14. • Wire mesh with'/2-inch openings. Place two concrete blocks on their sides abutting the curb at either side of the inlet opening. These are spacer blocks. • Place a 2x4 stud through the outer holes of each spacer block to align the front blocks. • Place blocks on their sides across the front of the inlet and abutting the spacer blocks. Place wire mesh over the outside vertical face. Pile coarse aggregate against the wire to the top of the barrier. Curb and Gutter Sediment Barrier Sandbag or rock berm(riprap and aggregate) 3 feet high and 3 feet wide in a horseshoe shape. See Figure 4.16. • Construct a horseshoe shaped berm, faced with coarse aggregate if using riprap,3 feet high and 3 feet wide,at least 2 feet from the inlet. • Constrict a horseshoe shaped sedimentation trap on the outside of the berm sized to sediment trap standards for protecting a culvert inlet. 7/17/2014 15 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 Atrainrenance • Catch basin filters should be inspected frequently,especially after Standards storm events. If the insert becomes clogged,it should be cleaned or replaced. • For systems using stone filters: If the stone filterbecomes clogged with sediment,the stones must be pulled away from the inlet and cleaned or replaced. Since cleaning of gravel at a construction site may be difficult,an alternative approach would be to use the clogged stone as fill and put fresh stone around the inlet. • Do not wash sediment into storm drains while cleaning. Spread all excavated material evenly over the surrounding land area or stockpile and stabilize as appropriate. 7/17/2014 16 . 1 � City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&W7R-27-3635 Plan View Back of Sidewalk A Catch Basin 2x4 Wood Stud Back of Curb Concrete Block Curb Inlet n � 4. n o r i d °9 d'. � I � • t �.q {q 41.>no?r� °•,a o,�'Y3�. �.y oV':ot7 °q Q. o�Q. Wire Screen Filter Fabric A—, Concrete Bak Section A - A ( Drain Gravel 20mm) 3/."Drain Gravel (20mm) Ponding Height Concrete Black Overfl_gN[.__ - r- Curb Inlet Wire Screen or Fitter Fabric 4 Wood Stud �\ Catch Basin (100x50 Timber Stud) \j NOTES: 1.Use block and gravel type sediment barrier when curb inlet is located in gently sloping street segment, where water can pond and allow sediment to separate from runoff. 2.Barrier shall allow for overflow from severe storm evert. 3.Inspect barriers and remove sediment after each storm event. Sediment and gravel must be removed from the traveled way immediately. Figure 4.15- Block and Gravel Curb Inlet Protection 7/17/2014 17 City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection SWP-27-3635&WTR-27-3635 Plan View Back of Sidewalk Burlap Sacks to Catch Basin _ Overlap onto Curb Curb Inlet Back of Curb C RUNOFF RUNOFF SPILLWAY - Gravel Filled Sandbags Stacked Tightly NOTES: 1.Place curb type sediment barriers on gently sloping street segments,where water can pond and allow sediment to separate from runoff. 2.Sandbags of either burlap or woven'geotextile'fabric,are filled with gravel,layered and packed tightly. 3.Leave a one sandbag gap in the top row to provide a spillway for overflow. 4.Inspect barriers and remove sediment after each storm event.Sediment and gravel must be removed from the traveled way immediately. Figure 4.16—Curb and Gutter Barrier 7/17/2014 18 q# i� t" 88 l ,NORTH CCC d r 1 ' iL..,e. War titlt:. ,.. +ema"Y, 'r°• \ 1 y.y 1 i � � �� AQi ` ♦ � � q Y �jw v^i 4 • tl(F � y A C e �n a ..4,. .."h:7 »,..o-wz waa.--.. 4 !J s�. ! 1 e ;w*a � +wK✓.r: .... *w¢��:;+iim r 4eF i .cFk t f ° T�a Y lot r ago y i f.'!d >+ .� • »Pi- _, ,.ram p ,tn tr .4' , A 9 � h • t wU NORTHWEST CASCADE INC. POST OFFICE BOX 73399,PUYALLUP,WASHINGTON 98373 1 TOLL FREE 8W-562-4442 Action Request Date: 9/3/2014 To: Allen Quynn,Project Manager City of Renton,Surface Water Utility Engineer 1055 South Grady Way Renton,WA 98057 From: Jeff Collins RE: Unknown Utilities along Harrington Ave NE Sunset Community Low Impact Development Retrofit NWC#3929 Action Request#4 Allen, Northwest Cascade(NWC)encountered an existing concrete side sewer today at approximately station 18+00 that directly conflicts with the location of the new 12-inch storm pipe. The solution to the issue was agreed upon in the field,and NWC moved the location of the side sewer to accommodate the installation of the new storm line. While this took care of the utility that was found today,there is some uncertainty as to the use of the previously discovered lines. Two other unmarked,unknown utility lines have been crossed on Harrington Ave NE that were approximately 3.5-feet deep. At the time of crossing,NWC was directed to not replace the concrete lines because they were not in use and showed no signs of recent use. These lines have since been backfilled and remain disconnected in the ground. To ensure that these two utility lines are not active side sewers,NWC and the City of Renton spent time inserting dye to the connections at the houses and monitoring the downstream sewer. At the duplex with addresses 1316 and 1318,no dye was observed in the downstream sewer. NWC is bringing this to the attention of the City of Renton so that further inspection can be performed if deemed necessary. Our crew will continue to lay the 12-inch storm up Harrington Ave NE unless directed otherwise. If additional actions are need to be taken,please notify me as soon as possible. Sincerely, Northwest Cascade,Inc. J ff Collins k Name Desk Voicemail Nextel Ext Dave McKinney 2320 Yes 425 766-4909 Dave Sherer 2610 Yes David Bell 425 766-5832 David Hohn 2660 Yes 425 766-3731 David McSweyn Emil (Utility Locator) 425 766-1917 Federico Enriquez 425 766-5088 Garage Call-Out 425 207-6187 Glenn Popelka 425 766-5690 Install Bay 2480 425 766-7501 James Rodreguez Jayson Gallaway 425 207-6491 John Kalmbach 425 766-6183 Kristin Francavilla 7411 Yes 425 766-6287 Lunch Room 2440 Maint Serv. Fax 7404 Night Sweeper 425 766-7896 Oscar Cantu 2320 Yes 425 766-6185 Patrick Zellner 2270 Yes 425 766-6181 PW Shops A Main Line 7400 Yes Rocky Sittner 425 766-6184 Name I Ee`�k Voicemail Nextel Richard Marshall 2290 Yes 425 766-6974 1 �--� `�_� i �-�l 4�'� o , � ��� _ �.s i fi. s CITY OF RENTON �ean °f TRAFFIC CONTROL PLAN J� Aest, PROJECT NAME: 5CW5ET L-ray,/ 1ZAV*CT- MVELOP. PERMIT# CONSTRUCTION COMPANY: NOR-11iwr:rST- >=, 1744C PHONEM 2,53-648-23"11 CONTACT NAME: --VEfr— C9L-LZt45 PHONE#: ADDRESS: jQ i - kids q iJ l E. PWAUAR r LAIA CELL#: 67-3- LJ-y�9+ E-MAIL ADDRESS: �e'Ppc -nhJ� Co FAX#: -$yg- �7!ri PROJECT LOCATION: A (-I-roN^AW 14E� N/E, W OF: Ng i(,TM S-r WORK TIME: 7 -00 At - 5=00 PM APPROVED BY: { -C WORK DATE: 7/28/2014 to 12/31/2014 APPROVAL DATE: 2 Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed In compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121)twenty-four(24)hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220,9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions,and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, Including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit Is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •. By my signature herein, I acknowledge all the above requirements. PRINT NAME. G 'l-LZ 5 DATE: 7/21/2014 2TS COPY cotmcrOR NcRTHw DEV.SERVICE,INSPECTION P.MILLER SIGNATURE: DEV.SERVICE,PLAN REVIEW S.LEE_JILUANIR.NAIR POLICE CLARK WILCOX FIRE FIRE MARSHALL FS M33 3 NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City's PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours, • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency to be affected by a temporary lane or road closure, • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • Any vehicle,equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name,address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block 72 hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed Immediately when work is done or no construction activities are going on. if deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). SKETCH I — NORTH— I City of Renton Sunset Community LID Northwest Cascade Job #3929 TRAFFIC CONTROL PLAN NARRATIVE Project Description Roadway, sidewalk. storm drainage and water improvements to Harrington Ave NE between NE 16th Street and NE loth Street. Construction surveying, staking, and as builts, traffic control, installing and maintaining erosion control, installing the new storm system including approximately 1,800 feet of 12-inch and 18-inch CPEP pipe and 8-inch ductile iron pipe, 12 Type 2 catch basins and 12 Type 1 catch basins and 9 drain basin inlets, 9 water quality treatment bioretention stormwater facilities, temporary stormwater control, excavating existing roadway, remoti ing and restoring asphalt pavement, removing and restoring concrete curb, gutter,. sidewalk, and driveways, landscape and property restoration, placing geotextile, permeable base, permeable crushed surfacing. pervious concrete sidewalk, amended soils for rain gardens. Installation of approximately 895 LF of Class 52, 12-inch and 8-inch diameter cement lined ductile iron water pipe and poly-wrap including fittings, valves, and fire hydrant assemblies, trench excavation, including removal of existing unsuitable material, stockpiling excavated material, and maintenance of existing utilities, removal and replacement of asphalt concrete pavement, asphalt overlay, concrete curbs, gutters and driveways, testing, poly- pigging, disinfecting and flushing of water mains, and connecting to existing water mains, installing and maintaining adequate TESC measures and restoring all disturbed areas. Traffic Control Plan The attached traffic control plans show the intended temporary closures and set ups to be used along Harrington Ave NE. Access along Harrington Ave NE will be limited to local access only for northbound traffic while construction is taking place. Residents will be notified prior to construction of the closure and that they will be able to access their homes northbound along Harrington Ave NE if construction taking place to the north of their property, Traffic Revisions The project specifications allow a continuous one lane closure throughout the duration of the working day, with temporary multi-lane closures to accommodate construction vehicles and ensure safe conditions for workers. Northwest Cascade is to keep one souhbound lane maintained for thru traffic during the working day. The northbound closures will be divided into the segments below. The closures will be limited to the extents of construction that day, and ultimately governed by the safety regulations set forth in the MUTCD. 1. NE 121h St to NE 131h St 2. NE 13th St to Index Ave 3. Index Ave to NE 161h St 4. NE 12th St to Glennwood Ave NE 5. Glennwood Ave NE to NE 10`t' St Conclusion In the event that a safe working environment is not being maintained due to an unforeseeable traffic condition, Northwest Cascade will reevaluate the current traffic control plans and modify them to fit the conditions. All of our foremen are certified traffic control supervisors and most of our employees are certified flaggers. Our foremen are capable of making the necessary in the field modifications to the traffic control plans to ensure that the traveling public and workers are safe from hazards. = SIGN SPACING - X (1) NOTES RURAL ROADS 46l65 hOM 500 r 1. Modify Regulatory Traffic Control Devices,as needed,for Site RURAL ROADS S URBAN ARTERIALS 35 140 MPH 35V t 1MORK AREA duration Of the detour_ RURAL ROADS,URBAN ARTERIALS, 23130 uPH spry* R11,2&W 2 Twomar lash b Warning nicada at night (Type A per MUTCD)may be Used to RESIOENTVIL a BUSINESS Dc,' R=n ROAD URBAN S7REM 25 MPH OR LESS 1W!(2) ROAD WILL BE R11-1501 m ALL SIGNS ARE SLACK ON ORANGE UNLESS DESIGNATED OTW5MXSE CLDSEO SZ SZ CLOSED BrW 3. Trall Bazars Shall be Installed throughout the detota,as appropriate. ICRAI•IbYW (1)ALL SIGN SPACING MAY DE ADAMTED TO ACCOMODAM I 1fA1I)tom 4. Signing shown for the one direction Only. �p AT-GRADE WTERSECTKM8S AND DRIVEWAYS. M TMS SIGN SPACWG MAY BE REDUCED IN tR RAN AREAS TO FR ROAD 5. Cotxl9nate with emergenDy services. ROADWAY CONOMNS. R CLOSED 6. For signs sae rater to Manual on Uniform Tragic Control Devices (MUTCD)and VVSDOT Sign Fabrication Manual M55-05. m3-+ NORTH ROAD R113 R11.1 OJ-101 MAIN gj, x a CLOSED W2D3 BAN BMW ROAD CLOSED11 ram M4a DETOUR c� XX MILES ANEAD ORTo � M63 y IDCiLL rvj"c wxyll TNWITAAfFIC T DETOUR Ma1oL a �.+ FOR LOCAL AGENCY USE ONLY II ROM-11K11 NOT FOR USE ON STATE ROUTES D3-101 RE T TIi� t z MET -1� D°.Y101 ¢ �Y II �DAc-o 253.35A STB.4V'O @r� . Q g6 aETOUR � �S�ONAL ��G � LEGEND ( X MS1 12 E%PIKES ADGUST 9.200T Ti F N s1GN LOCAnON II DETM ® RARRK:ADE-TYPE 3R AHEAD ROAD CLOSURE { WITH OFF-SITE:DETOUR C227 BARRICADE-TYPE 3 L I � X V403 fI RM STANDARD PLAN K-10.40-00 II LMOSED SHEET 1 OF 1 SHEET AHM APPROVED FOR PURUCATKIN Ken L Smith 02-15 07 sun 0e MW iWVA_"_9-ft D.__-1 ------ NOTES LONGITUDINAL BUFFER SPACE - B SIGN SPACING = X POSTM SPEED(MPtp 25 30 3s s0 c5 RURaL ROADS 45 r 55 MPN 5ar t 1. This plan is intended for use on roadways when traiflc voiumea rJaete suf6cierlt gaps for motor vehicles to yield LElJri1T1 8(FEET} 55 85 120 170 270 RURAI,ROADS 6 URBAN ARTERIALS 35 r 40 MPN 35D'2 gRURAL ROADS N zsr3oMPN ear: 2- C BLwnhv Warning LWft(Type C per MUTCD)shad be used to umark hetxldlrirg Devices at night URBAN STREETS 25 MPN OR LESS 1 W= m ALL SIGNS ARE BLACK ON ORANGE UNLESS oESR3NAT®oTHERVJLSE 3. Adequate sight distance shad be pmvkled for drivers to see opposing CHANNELIZING DEVICE SPACING Vaftic.odlerwise use flaggers and/or Temporary SignaL ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE 4. Extend Channadzkg Device taper across Stloutder-wcommanded. o POSTED SPEED IN TAPIR IN TANOEICT AT-GRADE INTERSECTIONS AND DRIVEWAYS. (►PH) FEET) (FEET) 35145 30 so 5. Post mount skins when In place for 3 days a longer. 25 r 30 20 40 6. For speed limit 35 mph or Ngher replace W13R with W1-4R. 7. For Signs size refer to Manual on Unbn TrafdD Control Devices (MUTCD)and WSDOT Sign Fabrication Manual M55-05. R1-2 R1W vvzaA 8. Conskfer using a PCMS for addMonal advance warning. W3-2 RE LANE Tt8 0 ROAD A}�p YY161 ROAD wDRK AHEAD � Raw mTBFAatmFMg x �le a tar MAX 15 x x x q Di q q DI A ° ° YIIORK AREA p p p 1 N p p FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES zl F x p x ppE ROAD W20-1WI- RaAO W WBt ApQRSSeC15T BaR'�Gt'c�*ai g @ WORK w2o< TONAL 9 AHEA!? ONE LANE FXPWES AUGUST 9.2009 �i7F Rnan LANE CLOSURE AI�An WITHOUT FLAGGERS LEGEND LOW VOLUME ROAD STANDARD PLAN K-20.20-01 q SIGN LOCATION SHEET 1 OF 1 SHEET ° ° ° CHANNELWNG DEVICES APPROVED FOR PUSUCATION CLZ7 BARFUCADE-TYPE 3 L Pasco BakoUch 01 10-12-07 ITfR OOU4 pq.®1 p/.I[ FLASHING WARNIFPG LIGHT Ilan. T wwT.4npen 51e.D.y rr MT,arepe.rpen u�z LONGITUDINAL BUFFER SPACE e B SIGN SPACING = X (1) NOTES Fy POSTED SPEED(MPtq 25 30 35 40 45 50 55 60 RURAL HIG11MYS e0165 MPH BOO: 1. A PtotecOve Vehkle is recommended regardless if a Truck Mounted LENGTH S me 155 200 250 306 3e0 425 405 57o RURAL ROADS 451 SS MPH 5071 AftnuaW )is P avall�V@a work vahlelle,may be used. . When no TMA is used,thee m RURAL ROADS a URBAN ARTERIALS 35140 MPH 3W m shleld Workers,with no specific Ro"& sd distance. RURAL ROADS,ru' U RESIDEtdML& ME a SS ARTERIALS, 250P DISTRICTS 13 MPH ?DQ z(n 2 Han exbstkxg signet is present,the signal shall be set to"red flash mods' ,1 URBAN STREETS 2S MPH OR LESS tar:(2) or tucred off during flagging operations. fl0A0 ALL SIGNS ARE BLACK ON ORANGE UNLESS ITESi671ATEb OTHERWISE qQ Nr0a1C a 3. ExUnd devke Weer(tJ3)across shoulder-recommended. W 20-4-OPTI1O"LL, j (1)ALL SKIN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 4. Law erdOrC81'IIeRd DfPICef Af�Jle `` IF POSTED SPEED K 1 INTERSECTIONS AND DRIVEWAYS. may be used In feu of flaggers to central 40 MPH OR LESS 1 11 IntarsaC$on bnffir. BUFFER DATA aE tAla ( m R�,Y SPACING CONDITIONS.aE REDI1cm rN URBAN AREAS To Fir 5. For limit of 30 00Ap zcspeed mph or less use sign W1-3 in lieu of sign W1-4. AIm18 TYPICAL PROTECTIVE VEHICLE WITH TMA.(SEE NOTE 1) 6. Maltain a mirlsmml Of One access VEHICLE TYPE LOADED WEEM K Work Area limits. point for each Dusittesc within the W2(/-76 SE 4 YARD DUMP TRUCK, MW AIM WE1G9 15.000 LBS PROlumn 7. Portable Changeable Message Sign(PCMS)-recommended. SERVICE TRUCK (MAX11"IN A�VWM ML BE TD 9w a ' %a0.7SP®40 OPTIONAL I LESS POSTED FLAT 8. For signs size refer to Manual on Uniform Traffic Control Dev[ces FIAT t1�,ETC. FACTURFR RECOMMENDATION) (MUTCD)and WSDOT Sign Fabrication Manual MSS05. ROLLAHEAD 6TOPPDIO DISTANCE-30 FEET MN. W207A SE O(DRY PAVEMENTASSUMED) VY20.7A PREPAR[D V261 zs _ ■ TO SMP W20-SC FewCHANNELIZING DEVICE SPACING ,1 uzvim �c ( stssm ANEW POSTED SPEED IN TAPER IN TANGENT $ iw X X AlEAO (MPH) (FEE) (FEEn U2 © U2 X x 50170 40 BD ° I I 35/45 30 60 d b 1H Dl 1 25130 20 40 ° o woe[ a to a O FOR LOCAL AGENCY USE ONLY x x Lrz e 1 g $ Its Rare NOT FOR USE ON STATE ROUTES V�D-1 x x m 2T x 30' MAD WI.4L $ SEE MOM Brat rrYPa t b Ago wzo7a ! ° _ pO��oTTuaYn�'ey� I DEVICE SPACING-1/2 DISTANCE S10P K V1267A © FOR OPPOSING TRAFFIC DEVICES >I VOO-78 OPTIONAL IF� ° pEx" SPA OR Hipx CSTI ( rJ0NA4 L� W2N7B-OPTIONAL IF POSTED o f k p LEGEND Q To sra SPEED 40 MPH OR LESS EXPIRES AllGUST 9.2 8��7F ( K INTERSECTION—LANE ;' FLAGGING STATION4— VWQ'D-4 SHIFT ON THREE LANE (II SMNLOCATION MINIMUM TAPER LENGTH = L IFEET) TWO-MAY LEFT TURN LANE sz STANDARD PLAN 1C-30.20-00 ° ° CHANNEL121H1G Dla/ICES ( LADE WIDTH POSTED SPEED(MPH} ® PROTECTIVE VEHICLE-RECOMMENDED K (FEET) 25 3D 35 1 40 45 1 S0 1 65 1 60 SHEET I OF 1 SHEET rI Run W204 10 105 151 2 2T0 45D 504 SSo - APPROVED FOR PUBLICATION 1( II WoRr 11 ----- 115 185 224 2.94 495 560 eD5 8e0 Ken L Smith 02-15.07 AHF110 12 125 180 245 320 50 WO WO 72d1 �� i^`TEoq'°Mo'°'m' ^'},:v1.-bk y.w s—b.�vknrM.rTwyarY6.� z &W1 WN. aaa s z n a rIs®ewixccram W11A MOD aw m a r a r i 8 a =oeioun B�iW U MOD PEDESTRIAN PATH m ` --- ZS ciosE B y n �.` WORK AREA a pp �� BRNi1 4 WALKWAY-��.�,` R&11 BAN C7 auna�on 6Mal. a�b. Dun rr no WORK AREA 6 4 mot- E:q- FOR LOCAL AGENCY USE ONLY `t— NOT FOR USE ON STATE ROUTES --lJ -U U LI L1 Ll 11 L1 !J tJ �•+� &W PEDESTRIAN DETOUR e NON-WORKING HOURS � � lei� � 0 25355 aN�.'1tc1STeRb G\� F�� $ NOTES s�0 AL kS �- E7(P6tE5 n14C3J5T 9,20075 � PEDESTRIAN DETOUR 1. Man crosswalks or other paciiistrian facNitias are ciosed or ra WIFlocated,Minporary facilities shall be detectable and shall EnWx1e dRIONG HOURS ERSECTION located, features consistent with the features present in the wasting Din _ PEDESTRIAN{R11AN DETOUR R9a BAN 2- Controls shown are for STANDARD PLAN K-34.20-00 LEGEND rk n Install on Type 2 Barricades throughout pedestrfian traffic ordy. a swrt LOCATION NO j the wo*area 24 hours prior to tmpla- 3. Use Warning Lights on barricades. ArrRovEo FOR werrAnoN menttrlg traffic control Ptmr noftkabon a c o CHANNELONG DEVICES PJ of Local Law Enforcamant required. 4. Maintain a minimum width or 3 feet for pedestrian path Ken L Smith 02-15-DT RAIE W.iok nnsY®1 441E._ cxM TYPE 2 BARRICADE 5. For signs stm refer to Manuel on Un form Tragic Control Devices '+ (MUTCD)and WSDOT Sign Fabrication Manual M55-05. T sue. yT NtV1570N5 BY INTERSECTION @ HARRINGTON AVE NE & NE 12TH ST L Matthew'St . I L�Wie,,an Church SIGN LOCATION KEY $ 1 ii= BARRICADE I � 7 ROAD>�, 2 WORK AHEA ONE-WAY TRAFFIC CD Cl 9OUTHBOUND ONLY " Q / ROAD �... $; A CLOSED AHEAD DCD a DETOUR 4 AHEAD ROAD CLOSED (44) 5 aa. j mac. Re x 7 DETOUR z ONE•WAYTRAFFIC O SOUTHBOUND ONLY Library L) 8 DETOUR z y z O U _ �WORK AREA z� w LLJ NE LANE x 19 4 3 2 17 ROAD I t r-ri NF 1S41 — NE l2th "'� '� ..- N € 2th St StAHEAD - z 0 8 \ 0 F- 19 19 • z Church of Chn'st Rentonz i' U g 4 w I LU 1 ` a 0 496� f1 FLAGGING STATION z z z O uU— c CHANNELIZING DEVICES 1 u " ry 2 U NOTES: • ALLTRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE ftl WITH MUTCD, MANUAL ON TRAFFIC CONTROL DEVICES(FHWA), I • ENTIRE ROADWAY INDICATED AS "WORK AREA"SHALL BE CLOSED TO THRU TRAFFIC. (oeY * • LOCAL ACCESS TO RESIDENCES WILL BE PROVIDED AT ALL TIMES WITH MINOR DELAYS. RNA 'g29 I DATE I • EMERGENCY ACCESS WILL BE ESTABLISHED AT ALL TIMES. 714 14 • AT ALL TIMES THROUGHOUT THE PROJECT CORRIDOR THERE SHALL BE SAFE,ADASCALE COMPLIANT, UNOBSTRUCTED WHEELCHAIR AND PEDESTRIAN ACCESS. NONE SHEET [ l 4 • INTERSECTION @ HARRINGTON AVE NE & NE 10TH ST KtVl:lluNb b 7} NF. 12th St m NF I 2th St NE 12th St NE 12th , IMF 1 12th St N 0- 7 0 Circle K m th Church of Christ Penton LL r_1 z CL (TI a 0, z C: SIGN LOCATION KEY m Dollar Tree it Michael A Pastore X Jewelry Exchange I BARRICADE Counseling ONE-WAY TRAFFIC Li SOUTHBOUND ONLY ROAD Ki 2 WORK 949 St Vincent de I AMHEDAD 0 c9m) > Tea Palace �,/> 14: Seattle ngl( Viet Wah Asian J 0 6i ROAD Food Markelp 3 CLOSED AHEAD Im C; 4� z -Mands 76 Gas in Fabrics For Less Jo-Ann Fabric 0 DETOUR < and Craft Sto�,es 1</ LU rD 4 AHEAD DE <��, ALU Dn/F ood Mart N z Ell z WORK AREA 0 9eaom Vince's Italian z No Bull Saloon U 1,1 ROAD CL;SE�D ' LLJ 13 Restaurant Pizzena 5 41 Grocery Outlet z 5 nse 7 Sut Roule��Shell 0 7r 7 i 3t Cut 2 8 DETOUR z U) Calvary Baptist Church ima 4 z cwc�') LU a. z NE LANE w z 0 17 ROAD z z AHEAD . I// 0 0 F_ 2 z U. 2 0 FZ -7f CHANNELIZING DEVICES U_ J2 NOTES: • ALLTRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH MUTCD, MANUAL ON TRAFFIC CONTROL DEVICES(FHWA). • ENTIRE ROADWAY INDICATED AS "WORK AREA"SHALL BE CLOSED TO THRU TRAFFIC, OWN B LOCAL ACCESS TO RESIDENCES WILL BE PROVIDED AT ALL TIMES WITH MINOR DELAYS. .1-Bi 1.. • EMERGENCY ACCESS WILL BE ESTABLISHED AT ALL TIMES. DATE• 7-14-4 AT ALL TIMES THROUGHOUT THE PROJECT CORRIDOR THERE SHALL BE SAFE,ADA ACA_V__ COMPLIANT, UNOBSTRUCTED WHEELCHAIR AND PEDESTRIAN ACCESS. NONE SHEET ................................. ......... ................................................................... HARRINGTON AVE FROM NE 10TH ST TO NE 12TH ST UK-s WM, 6— 1ItOtj ib zont's W�tfj- 12th St fT1 NF I?t 1) St NE I 2th St NE 1 2th St NE I 2tV 'St C)- Q A - O Cir a f cle K 1-, -f�b aA CID6WC, CA� 0i Church of Christ Renton (NC-U,4-r 00, blott CL < > z rTj 2 SEE NOTES s 0 M SIGN LOCATION KEY z Dollar Tree m rri 0 1 BARRICADE Michael A Pastore ONE-WAY TRAFFIC Jewelry Exchange Counseling SOLITHBOUND ONLY ROAD> 2 WORK AHEAD St Vircent de I a> Tea Palace ti Seattle Kingl( -44 Viet Wah Asian ROAD o 0 et J CLOSED 5 <, Fod 3 AHEAD V! N- Jo-Ann "abric z m Fab"m For Less 9 �lands 76 Gas DETOUR < and Craft Stores 4 Dn/Food Mart AHEAD D z z 0 CWO) Vince's Italian z No Bull Salrx)n 4 FR CZ C L 0 S D W V.^ Restaurant&Pizzeria 5 1 1 Grocery Outlet z D 5 Su nwl Boulevik Shell Ck'l 7' DETOUR 0 L) 3 8 2 Ca ' DETOUR lvary Baptist Church ot z Z) z 4 U) LU /Z z ag NE LANE UJI z 0 17 ROAD AHEAD > z z 0 Uj 0 0 LL 0 2 z 0 FL U- CHANNELIZING DEVICES NOTES: • ALLTRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE 0 DEPENDING ON PROGRESS OF CONSTRUCTION, ROADWAY WILL BE TEMPORARILY WITH MUTCD, MANUAL ON TRAFFIC CONTROL DEVICES(FHWA). CLOSED AT GLENWOOD AVE NE. AN OUTLET WILL ALWAYS BE AVAILABLE. • ENTIRE ROADWAY INDICATED AS "WORK AREA"SHALL BE CLOSED TO THRU TRAFFIC. a CHANNELIZING DEVICES WILL BE SET UP AROUND THE AREA UNDER CONSTRUCTION, • _ LOCAL ACCESS TO RESIDENCES WILL BE PROVIDED AT ALL TIMES WITH MINOR DELAYS, — FIE"WORK AREA"SHOWN ABOVE IS INTENDED TO DETAIL THE LIMITS OF RNA 3429 DATE • EMERGENCY ACCESS WILL BE ESTABLISHED AT ALL TIMES, CONSTRUCTION, 7-14-14 • AT ALL TIMES THROUGHOUT THE PROJECT CORRIDOR THERE SHALL BE SAFE,ADA a IN THE EVENT THAT NWC (NORTHWEST CASCADE, INC.) HAS TO TEMPORARILY CLOSE SCALE COMPLIANT, UNOBSTRUCTED WHEELCHAIR AND PEDESTRIAN ACCESS. THE SOUTHBOUND LANE,ALL EMPLOYEES ARE CERTIFIED FLAGGERS AND WILL NONE..... FOLLOW THE MUTCD REGULATIONS TO TEMPORARILY STOP TRAFFIC. 4sHEET .............. .......... ................................. .............. ........11.11-11-111.11,1111,ll,"---"',........... CNW NORTHWEST GASGA E INC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Hebe Bernardo Date: Date: 7/21/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 14 We are sending you: Copies Date Submittal Bid Item Description 1 7/21/2014 13A A-3, B-2 Traffic Control Plans(Addressing Comments) Transmitted: Submittal for review and comment. Certify Either A or B: A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. O B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature CNW NORTHWEST CASCADEINC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 7/24/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 17 We are sending you: Copies Date Submittal Bid Item Description 1 7/24/2014 62 A-71 Cl 4000 concrete mix design 1 7/24/2014 63 A-72 Pervious concrete mix design 1 7/24/2014 64 A-73 Cl 3000 concrete mix design Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature Aft► Washington State V j Department of Transportation Request for Approval of Material Contract FA Number SR Date 7/3/2014 Section County Sunset Community Low Impact Development King County Contractor Subcontractor NW Cascade Tee Concrete Construction Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM # Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Portland Cement I/II Lehigh Northwest Cement Co 9.01.2 Coarse Aggregate Corliss Resources,Inc. 9.03.1(2) Fine Aggregate Corliss Resources,Inc. 9.03.1(2) GGBFS(Slag) Lafarge NA,Seattle 9-23.10 A68,B26, C1601A-Class 3000 Corliss Resources,Inc. 6.02.3 A73-A77 A68 C1601ACB-Class 4000 Corliss Resources,Inc. 6.02.3 A71,B27 C4000A-Class 4000 Corliss Resources,Inc. 6.02.3 MB-AE 90-Air BASF-Master Builders 9-23.6 Entrainment Glenium 3030-Water BASF-Master Builders 9-23.6 -Reduciniz Admixture VMA 358-Viscosity BASF-Master Builders 9-23.6 iModifyin2 Admixture Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 CORLISS RESOURCES PO BOX 487 CONCRETE MIX DESIGN REPORT SUM NER3 63 693y° fax 253-863-1568 CLIENT: NW CASCADE PROJECT: Sunset Community Low Impact MIX ID#: C1601A USAGE: VARIOUS I DATE: 6/18/14 PS1028Days: 3000 si SLUMP: 411 1" AIR: 6.0 % 1.50% W;C RATIO: 0.48 %GGBFS: 8% AIR ENT.? YES PLANT: AVAILABLE AT ALL PLANTS PLACEMENT: TAILGATE/BOOM PUMP RECYCLED: 3.4% UNIT WT: 141.5 AGG SIZE: 3/4 MATERIALS& SOURCE INFO QUANTITY(PER YD3) SG A SSD VOLUME CEMENTITIOUS MATERIALS- CEMENT LEHIGH TYPE I/II 520 3.15 2.65 SLAG LAFARGE NA GRADE 100 GGBFS 44 2.87 0.25 WATER- POTABLE WATER MUNICIPAL SOURCES ASTM C94 5.3 270 1.00 4.33 AGGREGATES- ENUMCLAW A-44 3/4" ASTM C33 #57 1673 2.70 9.93 ENUMCLAW A-44 SAND ASTM C33 CLASS 2 1404 2.54 8.86 ADMIXTURES- BASF MBAE 90 AIR ENTRAINMENT ADMIXTURE 5.5 1.05 0.01 AIR VOLUME: 1.62 TOTALS: 3911 27.64 OPTIONAL PRODUCTS-MUST BE REQUESTED WHEN PLACING ORDER MATERIAL DOSAGE USE REMARKS: BREAK DATA DATE SAMPLE ID CONC.TEMP SLUMP AIR% H2O ADDED 3 DAY 7 DAY 14 DAY 28 DAY AVG STD DEV 10/12/2009 09133996 61 4 4.5 3005 4427 (MOVING 10/13/2009 9134061 62 4 6.2 4456 4638 AVG OF3) 11/10/2009 09135251 62 4 5.4 3516 4928 252 11/20 2009 9135574 60 5 4.1 4010 5405 387 02 02/2010 1 10138156 60 4 5.5 1 4794 5638 362 04 07 2010 10059929 60 5 6.4 4910 6584 624 01 05 2011 10149891 59 3.5 4.5 4670 6037 475 01 10 2011 10150028 50 4 5 5265 6731 366 01/18 2011 11063383 56 5 5.2 4846 6266 354 01 24 2011 11054882 55 4.5 5.8 3891 4740 1042 02/01/2011 1 11150664 56 4.5 5.6 4178 5527 763 02 07 2011 11150867 56 3.5 6 3875 1 4937 410 02 15 2011 11055381 60 4.75 5 4674 5865 470 02 22 2011 11025325 42 5.25 5.2 4175 5020 514 03 02 2011 11063805 53 5 6.4 3778 4801 562 10/31 2011 11160317 61 5.5 1 5.8 3640 4673 175 12 02 2011 11161240 59 6 5.6 2960 4453 176 12 13 2011 1127263 60 4 4.7 4240 4720 143 01 30 2012 12162342 56 3.5 5 3940 5120 336 01/08/2013 12176718 58 3.75 5.5 4660 6160 743 01 09 2013 12176793 57 4.25 5.6 4520 6610 764 01 11 2013 12176929 55 5.25 5.8 4710 6140 266 01 14 2013 12177007 59 5 6.2 5550 7020 440 01 15 2013 12177063 60 4.5 5.4 5190 6510 442 01 16 20 33 12177120 71 4 5.2 4440 5640 698 01/17/2013 12177175 68 4.75 5.8 5320 7040 707 01/18/2013 12177250 64 4 5.6 4300 5770 773 01 23 F20 33 12177489 67 5.5 1 5.6 4510 5930 692 EO1 24 2013 12177597 66 5.75 5.8 4660 6080 155 8 8 2013 1 12188632 70 4 1 6.2 1 3820 4910 1 637 AVERAGE. "°.. $ 4,55 ',w r. S 1 5.611 798 PREPARED: 1.BOWMAN APPROVED: �� Tony Bowman,QC Manager DATE: 6/18/2014 CORLISS RESOURCES PO BOX487 SUMNER WA 98390 h CONCRETE MIX DESIGN REPORT 253-863-1569 fax 253-863-1568 LIENT: NW CASCADE PROJECT: Sunset Community LOW Impact IX ID#: C165:4 1ACB USAGE: VARIOUS DATE: 6/18/14 [IC SI@28Days: 30 Sl SLUMP: I " litAIR: 6.0 % +/- 1.50% RATIO: 3 %GGBFS: $°/a AIR ENT.? YES PLANT: AVAILABLE AT ALL PLANTS PLACEMENT: TAILGATE/BOOM PUMP RECYCLED: 3.3% UNIT WT: 143.5 1 AGG SIZE: 3/4 MATERIALS& SOURCE INFO QUANTITY(PER YU) SG SSD VOLUME CEMENTITIOUS MATERIALS- CEMENT LEHIGH TYPE I/11 520 3.15 2.65 SLAG LAFARGE NA GRADE 100 GGBFS 44 2.87 0.25 WATER- POTABLE WATER MUNICIPAL SOURCES ASTM C94 5.3 240 1.00 3.85 AGGREGATES- ENUMCLAW A44 3/4" ASTM C33 #57 1844 2.70 10.95 ENUMCLAW A-44 SAND ASTM C33 CLASS 2 1315 2.54 8.30 ADMIXTURES- BASF MBAE 90 AIR ENTRAINMENT ADMIXTURE 8.0 1.05 0.01 AIR VOLUME: 1.62 TOTALS: 3964 F27.61 OPTIONAL PRODUCTS-MUST BE REQUESTED WHEN PLACING ORDER MATERIAL DOSAGE USE REMARKS: BREAK DATA DATE SAMPLE ID CONC.TEMP SLUMP AIR% H O ADDED 3 DAY 7 DAY 14 DAY 28 DAY AVG STD DEV 2112014 78498 58 1.5 5.7 3590 6912 (MOVING 4 23/2014 79231 58 1.5 6 3663 5010 AVG OF 3) r013 12191189 78 1 4.5 4260 5433 999 2 111 11159976 68 1.25 4.5 4950 5660 330 2010 10138176 63 1.5 4 5045 5721 152 2006 39941 57 1.25 4.8 5028 6798 640 2005 32747 62 1.5 5 4052 5187 821 AVERAGE: 6 ,9 / 4,370 1 1 5,817 752 PREPARED: T.BOWMAN APPROVED: ��,—� / Tony Bowman,QC Manager DATE: 6/18/2014 CORLISS RESOURCES PO BOX 487 CONCRETE MIX DESIGN REPORT SUM3Eg W;6939° =- Aff� � fax 253-863-1568 IW LIENT: HOFFMAN CONSTRUCTION PROJECT: Sunset Communit Low Im act IX ID#: C4000A USAGE: DRIVEWAYS DATE: 6/16/14 SIa28Days: 4000 si SLUMP: 4 ifItoAIR: 6.0 % +�- 1.50% ,C RATIO: 0.45 %GGBFS: 0 AIR ENT.? YES PLANT: AVAILABLE AT ALL PLANTS PLACEMENT: TAILGATE/BOOM PUMP RECYCLED: 2.4% UNIT WT: 142.7 AGG SIZE: 3/4 MATERIALS & SOURCE INFO QUANTITY(PER YD') SG SSD VOLUME -CEMENTITIOUS MATERIALS- CEMENT LEHIGH TYPE I/II 564 3.15 2.87 -WATER- POTABLE WATER MUNICIPAL SOURCES ASTM C94 5.3 253 1.00 4.05 AGGREGATES- ENUMCLAW A-44 3/4" ASTM C33 #57 1301 2.70 7.72 ENUMCLAW A-44 3/8" ASTM C33 #8 476 2.68 2.85 ENUMCLAW A-44 SAND ASTM C33 CLASS 2 1351 2.54 8.52 ADMIXTURES- BASF MBAE 90 AIR ENTRAINMENT ADMIXTURE 6.0 1.05 0.01 AIR VOLUME: 1.62 TOTALS: 3945 L 27.65 OPTIONAL PRODUCTS-MUST BE REQUESTED WHEN PLACING ORDER MATERIAL DOSAGE USE REMARKS: BREAK DATA DATE SAMPLE ID CONC.TEMP SLUMP AIR% H O ADDED 3 DAY 7 DAY 14 DAY 28 DAY AVG STD DEV 3 27/2013 1274068 73 4 5.6 4470 4960 (MOVfNG 4/2/2013 1274228 72 4 6 3700 4550 AVG OF3) 4/3/2013 1274257 71 4 6 3840 4820 208 4 19/2013 12182499 72 5.25 5.4 3570 4650 137 4 29 2013 1 12183006 70 5 5.8 4110 5090 222 5/10/2013 12183738 73 1 4.5 6 4040 1 5230 303 5 14 2013 12183903 67 4.25 5.2 4140 5480 198 5 14 2013 12183903 67 4.25 5.4 4140 5480 144 6 11 2013 12185383 65 4 5.2 4460 5510 17 6 13 2013 12185527 68 4.5 4.5 4190 5310 108 6 17 2013 1274571 69 5 5.8 3960 4850 338 7 8 2013 1275857 73 1 4.75 7.5 3680 1 4720 310 7/29 2013 1276200 74 6 6 3180 4300 287 8/5/2013 12188405 72 5 5.6 3260 4900 308 8 27 2013 12189725 74 6 5.5 3460 4430 316 9/5/2013 1277389 75 3.75 5.1 4480 5610 594 9/6/2013 12190186 72 5.75 6.9 3100 4850 1 598 9 12 2013 1277686 72 5.5 5.2 3500 5020 399 9 18 2013 1276894 70 5 7.5 3440 4251 404 9 19 2013 1276935 68 5 7.5 3690 4446 400 10 8 2013 1378521 63 5 6 2830 4910 339 10 8 2013 1378521 63 5 6.2 3830 4910 268 10/9/2013 13192052 63 4.25 5.9 3730 4800 64 10/9/2013 13192052 63 1 5.9 5.9 3730 4800 64 16 10 2013 13192516 64 6 5.8 3360 4650 87 11/4/2013 1379543 57 5.5 5.9 3280 4847 103 11 21 20 33 13194270 59 5.5 1 5.9 4189 5300 333 12 16 2013 1 1330869 56 5.5 7.1 1 4010 5410 299 12 16 2013 1 30869 63 5.75 5.3 1 4494 5681 196 12 10 2013 1 80463 68 5.5 5.2 1 3869 4694 510 AVERAGE: 6X l x: & 5„9 '741 4,949 1 390 PREPARED: T.BOWMAN APPROVED:- Tony Bowman,QC Manager DATE: 6/16/2014 BASFEE dFE�£ The Chemical Company Description M B-AETM 90 MB-AE 90 air-entraining admixture is for use in concrete mixtures. It meets thet ffif .ff requirements of ASTM C 260, Features AASHTO M 154 and CRD-C 13. Ready-to-use in the proper concentration for rapid, accurate dispensing Applications Benefits Recommended for use in: Concrete exposed to Improved resistance to damage from cyclic freezing and thawing cyclic freezing and N Improved resistance to scaling from deicing salts thawing Improved plasticity and workability Production of high-quality A Reduced permeability—increased watertightness normal or lightweight N Reduced segregation and bleeding concrete(heavyweight concrete normally does not Performance Characteristics contain entrained air) Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content in the hardened concrete,a suitable air-void system in terms of bubble size and spacing, and adequate concrete strength, assuming the use of sound aggregates and proper mixing,transporting, placing, consolidation,finishing and curing techniques. MB-AE 90 admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination:The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method"or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method.The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content(Gravimetric)of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1-1/2%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage:There is no standard dosage for MB-AE 90 admixture.The exact quantity of air-entraining admixture needed for a given air content of concrete varies because of differences in concrete-making materials and ambient conditions.Typical factors that might influence the amount of air entrained include:temperature,cementitious materials, sand gradation,sand-aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. Master Builders Product Data: The amount of MB-AE 90 admixture used will depend upon the Product Notes amount of entrained air required under actual job conditions. Cormsivity—Non-Chloride,Non-Corrosive: MB-AE 90 In a trial mixture, use 1/4 to 4 fl oz/cwt(16-260 mL/100 kg) admixture will neither initiate nor promote corrosion of of cementitious material. Measure the air content of the trial reinforcing and prestressing steel embedded in concrete,or mixture,and,if needed,either increase or decrease the quantity of galvanized floor and roof systems. No calcium chloride or of MB-AE 90 admixture to obtain the desired air content. other chloride-based ingredients are used in the manufacture In mixtures containing water-reducing or set-control of this admixture. admixtures,the amount of MB-AE 90 admixture needed may Compatibility:MB-AE 90 admixture may be used in be somewhat less than the amount required in plain concrete. combination with any BASF Construction Chemicals Due to possible changes in the factors that can affect the admixture, unless stated otherwise on the data sheet for dosage of MB-AE 90 admixture,frequent air content checks the other product.When used in conjunction with other should be made during the course of the work.Adjustments admixtures,each admixture must be dispensed separately to the dosage should be based on the amount of entrained air into the concrete mixture. required in the mixture at the point of placement. If an unusually high or low dosage of MB-AE 90 admixture is Storage and Handling required to obtain the desired air content,consult your BASF Storage Temperature:MB-AE 90 admixture should Construction Chemicals representative. In such cases, it may be stored and dispensed at 31 °F(-0.5°C)or higher.Although be necessary to determine that, in addition to a proper air freezing does not harm this product, precautions should be content in the fresh concrete,a suitable air-void system is taken to protect it from freezing. If MB-AE 90 admixture achieved in the hardened concrete. freezes,thaw at 35 °F(2°C)or above and completely Dispensing and Mixing:Add MB-AE 90 admixture to the reconstitute by mild mechanical agitation.Do not use concrete mixture using a dispenser designed for air-entraining pressurized air for agitation. admixtures,or add manually using a suitable measuring device Shelf Life:MB-AE 90 admixture has a minimum shelf life that ensures accuracy within plus or minus 3% of the required of 18 months. Depending on storage conditions,the shelf amount. life may be greater than stated. Please contact your BASF For optimum,consistent performance,the air-entraining Construction Chemicals representative regarding suitability admixture should be dispensed on damp,fine aggregate.If for use and dosage recommendations if the shelf life of MB- the concrete mixture contains fine lightweight aggregate,field AE 90 admixture has been exceeded. evaluations should be conducted to determine the best method Safety:Chemical goggles and gloves are recommended to dispense the air-entraining admixture. when transferring or handling this material. Precaution Packaging In a 2005 publication from the Portland Cement Association MB-AE 90 admixture is supplied in 55 gal (208 L)drums,275 (PCA R&D Serial No.2789), it was reported that problematic gal(1040 L)totes and by bulk delivery. air-void clustering that can potentially lead to above normal decreases in strength was found to coincide with late Related Documents additions of water to air-entrained concretes. Late additions Material Safety Data Sheets: MB-AE 90 admixture. of water include the conventional practice of holding back water during batching for addition at the jobsite.Therefore, Additional Information caution should be exercised with delayed additions of water For additional information on MB-AE 90 admixture, or to air-entrained concrete. Furthermore, an air content check its use in developing a concrete mixture with special should be performed after any post-batching addition to an peformance characteristics,contact your BASF Construction air-entrained concrete mixture. Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix,precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing,pumping, finishing, appearance and performance characteristics of concrete. BASF Construction Chemicals, LLC Admixture Systems www'masterbuilders.com A/�a5te1C HV United States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5544 : Tel:800 628 9990 Fax:216 839-8821 Master � �y1 �71 Canada 1800 Clark Boulevard,Brampton,Ontario L6T 4M7 Tel:800 387-5862" Fax:905 792-0651 Builders T-BASF Construction Chemicals,LLC la a ©BASF Construction Chemicals,LLC 2007:!Printed in USA 03/07 LIT#1017027 Lehigh Cement,a division of Lehigh Hanson Materials Limited 7777 Ross Road HEIIDEL.BERGCEAA ENT Grou Delta, British Columbia,V4G 1B8 p P.O. Box 950,V4K 3S6 MILL TEST REPORT ph: 604.946.0411 Cement Type: ASTM Type 1/11, AASHTO Type I Low Alkali Portland Cement Plant: Delta, BC Certificate #: D2-429 Production Period: Jan 01 2014 Test ASTM AASHTO Jan 31 2014 Result C150 M85 Specification Specification Si02(%) ASTM C114 20.0 - A1203(%) ASTM C114 4.8 max. 6.0 Fe203(%) ASTM C114 3.68 max. 6.0 CaO(%) ASTM C114 64.4 - - MgO (%) ASTM CI14 0.9 max. 6.0 max. 6.0 S03 (%) ASTM C114 2.76 max. 3.0 max. 3.0 Na20(%) ASTMC114 0.25 - K20(%) ASTMC114 0.32 - Ti02(%) ASTM CI14 0.28 - C3S(%) ASTM C150 62 - C2S(%) ASTM C150 8 - - C3A(%) ASTM C150 6 max. 8 max. 8 C4AF(%) ASTM C150 11 - - Equivalent Alkalies(%) ASTM C150 0.45 may. 0.60 max. 0.60 Loss on Ignition (%) ASTMC114 2.8 max. 3.0 max. 3.0 Insoluble Residue(%) ASTM C114 0.12 max. 0.75 max. 0.75 Free Calcium Oxide (%) ASTM C114 0.7 - - 0O2 in Cement(%) ASTMC114 1.8 - - CaCO3 in Limestone(%) ASTMC114 98 min. 70 min. 70 Limestone in Cement(%) ASTM C150 4.2 max. 5.0 max. 5.0 Vicat Setting Time Initial (minutes) ASTMC191 96 min. 45 max. 375 min. 45 max. 375 Blaine Fineness (m2/kg) ASTM C204 390 min. 260 min. 280 +325 mesh ASTM C430 1.5 - - Air Content of Mortar(%) ASTM 085 7 max. 12 max. 12 Autoclave Expansion(%) ASTM C151 0.00 max. 0.80 max. 0.80 Compressive Strength MPa/psi 3 Day ASTM C109/109M 28.7/4170 min. 12.0 min. 12.0 7 Day ASTM C109/109M 35.9/5210 min. 19.0 min. 19.0 28 Day(previous month) ASTM C'1091109M 45.0/6530 - - This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C-150 for Type I and Type II Low Alkali Portland Cements and AASHTO Specification M-85 for Type I Low Alkali Portland Cement. Siu Kei(S.K.)Ng ' - - - -- February 12, 2014 Plant Chemista � '� LAFARG E Cement Test Report CEMENT Mill Test Report Number: SEA_NEWCEM_DEC13 YEAR: 2013 MONTH: DECEMBER PLANT: Seattle CEMENT TYPE: Grade 100 NewCem Reference Cement Slag Fineness by Air Permeability 386 Fineness by Air Permeability 510 (m2/kg;ASTM C204) (m2/kg;ASTM C204) Fineness by 45 pm(No.325)Sieve 2.82 Fineness by 45 pm(No.325)Sieve 2.8 (%retain;ASTM C430) (%retain;ASTM C430) Compressive Strength (ASTM C109/C109 M) psi Compressive Strength SAI Limit 7-day 4,530 (ASTM C109/C109 M) PLsi SAI Min 28-day 5,525 7-day 3,540 78 75 28-day 6,000 109 95 Actual Max Limit Total Alkalies(Na2O+0.658 K2O) 0.85 0.9 Specific Gravity 2.87 ASTM C114) (Mg/m3;ASTM C188) Actual Max Limit Slag Air Content of Mortar 3.8 12 CHEMICAL ANALYSIS Percent (%,ASTM C185) Silica Dioxide(S'02 ASTM C114) 32.9 Ferric Oxide(Fe2O3;ASTM C114) 0.83 Sulfide Sulfur 0.66 2.5 Aluminum Oxide(AI2O3;ASTM C114) 13.3 (%S,ASTM C114) Calcium Oxide(CaO;ASTM C114) 43.1 Sulfur Trioxide(SO3;ASTM C114) 3.7 Sulfate Ion 2.1 4 Magnesium Oxide(MgO;ASTM C114) 5.2 (%as SO3,ASTM C114) Potassium Oxide(K20;ASTM C114) 0.4 Titanium Oxide(TiO2,ASTM C114) 0.5 Autoclave expansion 0.0 0.5 Loss on Ignition(L.O.I.;ASTM C114) 1.7 (%,CSA A3004-135) Inorganic Process Addition 6 The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989,AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag(GGBFS)and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City,Japan. NewCem is ground and manufactured in Seattle,WA. Certified by: Daniel Waldron Quality Control Laboratory Supervisor January 13,2014 i National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Sumer Plant 1, Sumner, RYA Co►rliss Resources Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready MLyed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures T G. ,i" 0 Signature of Licensed Professional Engineer �0. t�ti^ 1741 S 0 �'�Sr'1 Eo �� j October 10, 2013 December 04 20-15 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official Title of&mpany Official NOTICE:The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Confo(mance of the concrete itself with specification requirements must be verified by usual inspection methods In accordance with sales agreements. This oertificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirerhents of the NRMCA Certification of Ready Mixed Concrete Production Facilities,QC3.unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#: 813376 Certification ID#: 16,416 V 1965, 1992,2001,2002,2006 National Ready Mixed Concrete Association 900 Spring Street o Situer Spring . Maryland�Q (SW NORTHWEST CASCADE we SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 8/4/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton,WA 98057 Transmittal Number 21 We are sending you: Copies Date Submittal Bid Item Description 1 8/4/2014 65B A-2 Mobilization Plan Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. O B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: / ignature CNW NORTHWEST CASCADE ANC Mobilization Plan City of Renton-Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington AVE NE Water Main Replacement Project Overview This mobilization plan has been developed to satisfy the City of Renton's requirement identified in section 1-09.14(1) of the Specifications. It outlines the location of Northwest Cascade's temporary laydown yard and details where all materials and equipment will be stored over the duration of the project. Temporary Laydown Yard Northwest Cascade's temporary laydown yard is adjacent to the project, north of NE 101h St. A map detailing the location relative to the project is attached, as well as a copy of the signed agreement between the Renton Housing Authority and Northwest Cascade. Pipe, structures, and aggregate materials will be stored at the laydown yard and surrounded by temporary chain link fencing. At the end of each working day, the yard will be locked so that pedestrians do not have access to the yard. Equipment will be stored along the shoulder of Harrington Ave NE in the City of Renton right-of-way. The equipment will be in line with the location of construction. Storage of Equipment/Materials along Harrington Ave NE Tracked equipment will be staged along the east side of Harrington Ave NE throughout construction. The equipment will be parked in the right of way, on the shoulder of the existing roadway, so that traffic is allowed to flow northbound and southbound during non-working hours. Cones, barrels, and other necessary traffic control items will be placed between the equipment and the adjacent lane to alert drivers of the hazards. All such configurations will comply with the MUTCD. The section of Harrington Ave NE between NE 10`h St and NE 121h St does not have adequate space to park equipment along the shoulder and allow for two lanes of traffic. Equipment used in this portion of the project will be parked at the temporary laydown yard each night. The shoulder along Harrington Ave NE between NE 121h St and NE 16`h St has enough room for the equipment and two lanes of traffic.r This will be the only section of roadway that has equipment staged outside of working hours. Since this is essentially a"shoulder closure", a standard traffic K-plan (K-40.40-00) will be applied. See attachment at the end of this mobilization plan. Pipe materials and structures, that are to be installed over the course of the day, will also be temporarily staged along the shoulder in the right-of-way. These items will be transported from the temporary laydown yard to the location of construction prior to installation. For further clarification of the equipment and material storage along Harrington Ave NE, see the attached sketch. Contact Information If there any questions or concerns regarding the temporary laydown yard,please feel free to call me at 253-848-2371. This number can be used to reach our representatives at any time throughout the day. In the event of an emergency that occurs after business hours, we have dispatch staff available 24 hours a day that can assist and contact our project managers, superintendent, and foreman. Northwest Ca cade, Inc. 0 Jeff Collins Project Manager P.O. Box 73399 Puyallup,WA 98373 w a & CAM owl r 4 € 4 MCI Ir 77 * tt a � � z 1T a NORTHWEST CASCADE, INC. PROJECT NAME: JOB NO.; Q PAGE P.O.Box 73399 UNW10412 John Bananota Way E. Puyallup,WA 98374 CALCULATED BY: CHECKED BY: DATE: OF: 2553)848 2371 -Telephone .-7/Sd/�q � 253)848-2545-Fax J i 0 4 ° S' ,T-t4G Ate, LIZ ut o Q � e f3 fl Gcant�5 NOTES z LONGITUDINAL BUFFER SPACE - B MINIMUM TAPER LENGTH - L (FEET) POSTED SPEED(MPH) 25 30 35 40 46 1 60 1 55 1 60 I 85 1 70 SHOULDER WIDTH POSTED SPEED(MPH) 1. A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator z (TMA)is available;a work vehicle may be used. When no TMA is used,the LENGTH B(FEET) 155 200 250 305 SEE STD.PLAN K40.20 (FEET) 25 30 95 40 45 60 55 BO 85 70 Protective Vehicle shall be strategically located to shield workers,with no specific 6 63 90 123 150 Roll-Ahead distance. w 8 84 120 154 214 SEE STD.PLAN K40.20 w BUFFER DATA 10 165 160 204 z87 2. ChannellzingDevicespacingforthedownstreamtaperoptionshallbe20'O.C. `0 TYPICAL PROTECTIVE VEHICLE WITH TMA(SEE NOTE 1) LESS THAN 6 3 DEVICES MINIMUM,SPACED IV O.C. 3. For signs size refer t0 Manual On Uniform Traffic Control Devices(MUTCD)and WSDOT Sign Fabrication Manual M55-05. VEHICLE TYPE LOADED WEIGHT ° 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. CHANNELIZING DEVICE SPACING SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE ._ IN ACCORDANCE WITH MANWY POSTED SPEED IN TAPER IN TANGENT SIGN SPACING Q X 1 FLAT BED,ETC. FACTURER RECOMMENDATION) (MPH) (FEET) (FEET) ( ) 1 ROLL AHEAD STOPPING DISTANCE=30 FEET MIN. 36/40 30 60 RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'x (DRY PAVEMENT ASSUMED) 25/30 20 40 RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 20V t(2) RESIDENTIAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'3(2) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS,AND DRIVEWAYS. (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. �1 b FOR LOCAL AGENCY USE ONLY a a a a e a a o a a e e 0 o NOT FOR USE ON STATE ROUTES WORK AREA q q q x x U3 B 100 -., J.-rn END G20.2A OHO fiv�ABq� `e4�G g W10-1 W21-6 flOAD WORK OR ��g DOVMSTREAM TAPER TO 66S qa ROAD SHOULDER SHOW END OF WORK AREA _ y -SEE NOTE 2 .e 9 HEAD WORK 100Q p�25335 R R7STg� ss�0 AL e�G �k g�g EXPIRES AUGUST 9, 2007 €� �F LEGEND SHOULDER CLOSURE LOW SPEED ROADWAY N SIGN LOCATION (40 MPH OR LESS) a a a CHANNEuzINGDEVICES STANDARD PLAN K-40.40-00 PROTECTIVE VEHICLE-RECOMMENDED SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L.Smith 02-15-07 ---N— a� Wmhirgbn Sbb D,parlm-fTrampwlolion Temporary Use Agreement Northwest Cascade,Inc. And The Renton Housing Authority RE: Piha lot use agreement at Sunset Lane and NE 10`h St,Renton.WA. Parcel No.7227801785, Northwest Cascade,Inc.(NWC)is contracted to install new storm systems,replace the existing water main,and perform roadway improvements along Harrington Ave NE. NWC hereby contracts to rent from the Renton Housing Authority its vacant lot at the southwest corner of Harrington Ave NE and Sunset Lane NE,for the staging of materials and equipment for the duration of the project. NWC's intends to mobilize around July 28h,2014,and use the Piha lot for approximately 4 months,not to exceed 1 year. It is our understanding that another contractor plans to use the Piha tot for similar purposes during the above stated time period. NWC agrees to pay the Renton Housing Authority S250.00 per month for the partial use of the 1.09 acre lot.assuming that NWC has half the lot and shared use of the access along Sunset Lane. Payment will be made by the l0`h of each partial or completed month for which use is contracted. NWC will name the Renton Housing Authority as an additional insured and provide a copy of the insurance certificate indemnifying the Renton Housing Authority from injuries or harm to persons as a result of NWC's use of the Piha lot. NWC will hold the Renton Housing Authority harmless for any theft or equipment damage. NWC will also be responsible for any fuel,oil contamination,or other hazatdous materials that come in contact with the property. Preventative measures will be taken and any spills will be promptly cleaned up. NWC will also be responsible for dust control. Temporary chain link fencing will be set up around NWC's portion of the site. The site will be restored to its original condition at the end of the site use. Agreement to the above tents and conditions is demonstrated by the below signatures: ugla att Bruce Sharpe B mess ana Modernization Foreman Nort west Cascade,Inc. Renton Housing Authority 253-848-2371 425-226-1850 h CNW NORTHWEST CASCADE INC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 7/24/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton,WA 98057 Transmittal Number 18 We are sending you: Copies Date Submittal Bid Item Description 1 7/24/2014 65 A-2 Mobilization Plan Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature NNW NORTHWEST CASCADE INC Mobilization Plan City of Renton-Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington AVE NE Water Main Replacement Project This mobilization plan has been developed to satisfy the City of Renton's requirement identified in section 1-09.14(1) of the Specifications. It outlines the location of Northwest Cascade's temporary laydown yard and details where all materials and equipment will be stored over the duration of the project. Northwest Cascade's temporary laydown yard is adjacent to the project,north of NE 100' St. A map detailing the location relative to the project is attached, as well as a copy of the signed agreement between the Renton Housing Authority and Northwest Cascade. Pipe, structures, and aggregate materials will be stored at the laydown yard and surrounded by temporary chain link fencing. At the end of each working day,the yard will be locked so that pedestrians do not have access to the yard. Equipment will be stored along the shoulder of Harrington Ave NE in the City of Renton right-of-way. The equipment will be in line with the location of construction. (k,u I►tO If there any questions or concerns regarding the temporary laydown yard,please feel free to call me at 253-848-2371. Nort e t Cascade, Inc; Jeff Collins Project Manager P.O. Box 73399 Puyallup,WA 98373 1 P "� b 40 r i Pit' 'k r A r Temporary Use Agreement Northwest Cascade,Inc. And The Renton Housing Authority RE: Piha lot use agreement at Sunset Lane and NE IWh St,Renton.WA. Parcel No. 7227801785. Northwest Cascade,Inc.(NWC)is contracted to install new storm systems,replace the existing water main,and perform roadway improvements along Harrington Ave NE. NWC hereby contracts to rent from the Renton Housing Authority its vacant lot at the southwest corner of Harrington Ave NE and Sunset Lane NE,for the staging of materials and equipment for the duration of the project. NWC's intends to mobilize around July 28"',2014,and use the Piha lot for approximately 4 months,not to exceed 1 year. It is our understanding that another contractor plans to use the Piha lot for similar purposes during the above stated time period. NWC agrees to pay the Renton Housing Authority$250.00 per month for the partial use of the 1.09 acre lot,assuming that NWC has half the lot and shared use of the access along Sunset Lane. Payment will be made by the 100h of each partial or completed month for which use is contracted. NWC will name the Renton Housing Authority as an additional insured and provide a copy of the insurance certificate indemnifying the Renton Housing Authority from injuries or harm to persons as a result of NWC's use of the Piha lot. NWC will hold the Renton Housing Authority harmless for any theft or equipment damage. NWC will also be responsible for any fuel,oil contamination,or other hazardous materials that come in contact with the property. Preventative measures will be taken and any spills will be promptly cleaned up. NWC will also be responsible for dust control. Temporary chain link fencing will be set up around NWC's portion of the site. The site will be restored to its original condition at the end of the site use. Agreement to the above terns and conditions is demonstrated by the below signatures: r 44:eii' art 7- � ugla att Bruce Sharpe B in ana Modernization Foreman Nort west Cascade,Inc. Renton Housing Authority 253-848-2371 425-226-1850 Date: 08/08/2014 Project Name: Harrington Ave NE Stormwater Green Connections Improvement Project D City,of Project Number: CAG-14-079 Contractor: Northwest Cascade,Inc. Sub-Contractor: City Review: Allen Quynn/Hebe Bernardo Date Date Revision Item No. Material or Manufacturer's Product/Type Due received Approved Needed City Comments Progress Schedule 1 1 7 days prior to pre-construction conference 1 Approval of qualified subcontractors Pre-con 07/14/2014 07/16/2014 No 2 Names of principal suppliers Pre-con 07/14/2014 07/16/2014 No 3 Equipment Rates Pre-Con 07/14/2014 07/16/2014 No 4 Labor Rates Pre-Con 07/15/2014 07/17/2014 No 5 Geotextile Pre-Con 07/15/2014 07/17/2014 No 6 Aggregates Pre-Con 07/1S/2014 07/17/2014 No 7 Traffic Control Plan 07/16/2014 07/23/2014 Yes Section 1-05.11(4)applies unless deviation authorized by City 8 Storm Casting 07/17/2014 9 Pavement Markings 07/17/2014 07/23/2014 No 10 HMA 07/17/2014 07/23/2014 No Revise element TESC element#4 prior to beginning of construction. lla TESC Plan 07/17/2014 07/23/2014 Yes There are no wetlands or critical areas on-site. SWPPP will need to be reviewed during construction for compliance 11b 07/17/2014 07/24/2014 No with the General Construction NPDES Permit. SWPP Plan 11c SPCC Plan 07/17/2014 07/24/2014 No 11d ESC Lead Cert Card 07/17/2014 07/24/2014 No Shoring Plan 07/23/2014 07/23/2014 No Need shoring catalog cut sheets 12 Catch Basin-Type 1,1L and 2-48" 07/17/2014 07/24/2014 No 13a Water Pipe/fittings 07/21/2014 08/04/2014 Yes Remove backflow preventer from PRV catalog cut sheet 13b Storm pipe/fittings 07/21/2014 08/04/2014 No 14 Traffic Control Plan 07/21/2014 07/02/2014 Yes See modified traffic control Plan 17 Concrete Mix Design 07/24/2014 concrete mix design for A-68,A-71 and A-73 approved 18 Mobilization Plan 07/24/2014 07/30/2014 No 20 Project Schedule 07/30/2014 08/O1/2014 No 21 Mobilization Plan-ROW Staging 08/04/2014 08/04/2014 Yes Include flashing beacons every other barrel 22 Drain Basin 08/05/2014 05/OS/2014 No 23 Pervious Pavement 08/07/2014 24 Shoring Cut sheets 08/08/2015 08/08/2014 No Page 1 of 2 CNW NORTHWEST CASCADEINC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Hebe Bernardo Date: Date: 7/17/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 10 We are sending you: Copies Date Submittal Bid Item Description 1 7/17/2014 18 A24, B25 HMA Cl 1/2" PG 64-22 Transmitted: Submittal for review and comment. Certify Either A or B: IN A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature AdIft Washington State Department of Transportation Request for Approval of Material Contract FA Number SR Date S W P-27-3 63 5 1 7/17/2014 Section County Sunset Community Low Impact Development Retrofit Stormwater Green Connection Kin Contractor Subcontractor Northwest Cascade Miles Resources LLC This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A24, HMA Cl- 1/2" PG 64-22 Miles Resources,LLC 5-04 B25 Lakeview Plant Lakewood WA Paving Asphalt U.S. Oil&Refining Co. 9-02.1(4) Min.Aggregate Miles Sand&Gravel 9-03.8 Pit No.B345 Min.Aggregate Miles Sand&Gravel 9-03.8 Pit No. B333 Recycled Asphalt Pavement Miles Resources, LLC 9-03.8(3)B RAP Pit No. B-160 Reclaimed Asphalt Shingles Miles Resources, LLC 9-03.21 RAS Pit No. B-160 Plant Scale Certification Miles Resources,LLC 5-04 Lakeview Plant Lakewood WA. Tack Coat U.S.Oil&Refining Co. 9-02.1(6) CSS-I H PL Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert,of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑ Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8,Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 AMIL Wrwvashill gib n State o a TMIMP"rtaft" HMA Mix Design Submittal Contract n i Contract Number State Route Section Date SWP-27-3635 Sunset Community Low Impact Dev. 7/17/2014 Project Engineer Region Northwest Region HMA Paving Contractor Submitted By Miles Resources Tim Shearer HMA Class Gyration Levels HMA Evaluation Method ESALs(millions) ❑3/8 Inch ❑ 3/4 Inch ❑ Statistical 0 Commercial ® 1/2 Inch ❑ 1 Inch N Initial: 8 N Design: IQQ N Max: 160 ❑ Non Statistical RAP to be used in production RAP stockpile tonnage RAS to be used in production RAS stockpile tonnage ® Yes ❑ No % 15 5,000 ® Yes ❑ No % 3 1,800 Asphalt Binder Information Primary Asphalt Binder Supplier Asphalt Binder Specific Gravity(Gb) Asphalt Binder Grade Proposed Pb US Oil& Refining 1.028 PG 64-22 5.3 Mixing Temperature Range Compaction Temperature Range Anti-Strip Type "Anti-Strip% 307 F- 319 F 288 F-296 F N/A 0 Secondary Asphalt Binder Supplier Asphalt Binder Specific Gravity(Gb) Asphalt Binder Grade Proposed Pb Mixing Temperature Range Compaction Temperature Range Anti-Strip Type "Anti-Strip% `If Required by Contract Contractor Aggregate Structure and Aggregate Test Data In the table below provide the"Material"identification(3/4"-0,#4-0,etc.),"Source"(J-199, E-320,etc.),'Ratio"(45°/, the percent passing each sieve for each stockpile used in the mix design as well as the combined gradation and4l, t )T M"Ixl� requirements for the class of HMA used. Report all stockpile gradations to the nearest tenth of a percent. R j o044 tfi mbre r#'�y' e" gradation to e n I r n ,. t Combined Material 3/4"-0 3/4"-0 3/8"-0 RAP RAS 3/8"-#10 Gradation R z." Source B-345 B-333 B-333 B-160 B-160 B-333 3 35 Ratio 28 25 15 15 3 14 1 1/2"Square = 1"Square " 3/4"Square 100 100 100 100 100 1.00 100 100 1/2"Square 93.9 91.0 100 99.1 99.1 100 96 90- 100 3/8"Square 80.8 78.0 95.0 90.8 98.7 93.8 86 90 max. U.S. No. 4 47.8 48.3 61.7 65.3 97.9 12.5 49 U.S. No. 8 29.8 30.1 43.0 47.2 97.5 3.3 33 28-58 U.S. No. 16 19.8 20.2 26.2 34.4 88.5 2.3 23 U.S. No. 30 13.4 13.9 17.7 26.0 75.7 1.8 16 U.S. No. 50 9.4 9.3 12.3 17.3 69.3 1.4 12 U.S. No. 100 6.5 6.5 9.0 1 11.7 64.1 1.2 9 U.S. No. 200 4.5 4.4 6.7 8.0 1 53.6 0.9 6.3 2.0-7.0 DOT Form 350-042 EF Page 1 of 4 Revised 11/2013 Contractor's Aggregate Test Data In the table below provide all of the aggregate specific gravity and aggregate quality property test data determined for each stockpile and the selected design aggegate structure(Combined Gradation)as required The specification requirements only apply to the design aggregate structure(Combined Gradation). Material 3/4"-0 /4"3 '-0 3/8"-.0 RAP RAS 318"-t0 10 Combined Gradation Source B-345 B-333 B-333 B-100 B-160 B-333 Ratio 28 25 15 15 3 14 Gsb Coarse 2.084 2.691 2.692 .............. ............................................. Gsb Fine 2.599 2.586 1573 ....................... ............... ....................... Gsb Blend 2.643 2.640 2,619 2.612 2,754 2.671 2.641 .............. Sand Equiv. 04 59 56 N/A 61 45 Min, ......... .......... ................... ......................................... ..................................................................... ............ Uncompacted 47.1 47A 46.6 N/A. 47.1 -�31n ESA Ls,40 Mininium Void Content ESALs,44 Miiiinium Coarse Fracture !00 91 92 N/A 96 =0%MinillIL1111 #Fractured Faces, Single orlDouble(Must circle one.) Contractor's Hamburg Wheel-Track Device(HWTD)and Indirect Tensile Strength(IDT)Test Data (if Required by CunlidLt) In the table below provide the rut depth(mm)and Stripping Inflection Point(Pass/Fail)in accordance with WSDOT FOP for AASHTO T 324,and Indirect Tensile Strength(psi)by performing WSDOT FOP for ASTIVI D 6931, Primary Asphalt Secondary Asphalt Specification Binder Proposal Binder Proposal Requirements Hamburg Wheel-Track Testing(mm) 3.5 10 tarn or less Stripping Inflection Point PASS Pass Indirect Tensile Strength Test(psi) 95 Remarks ....... ------- 4, .................................. DOT Form 350-042 EF Page 2 of 4 Revised 1112013 Contractor's HMA Mix Design Data In the table below provide the HMA volumetric mix design data determined by performing WSDOT SOP 732.The Va,VMA,VFA, and Gnib values must be determined from replicate mixtures compacted to the appropriate Ndesign gyration level in accordance to section 8.2 of SOP 732, back ealculataflyalues fr Ill replicate mixt res cowpaUad to-NIUMLAMMIL8=121ahtfi, Primary Asphalt Binder Secondary Asphalt Binder HMA Properties Pb Design Pb Design +Q5% Pb Design Pb Design Pb Design Pb Design Pb __5.3 5.8 % r1l 84.8 96.0 87.0 ........... Gmrq Ndes Va 94.7 96.1 973 %VMA 0- Ndes 14.4 14.4 14.6 ............. %VFA Ndes 63.3 719 81,6 Dust I Awhait Ratio 1.590 1.393 1.231 ................... 963 4.521 5.11-9.____"Pbe 3. Gnim 2.506 2.484 2.460 ....................... Gmb 2.374 2.387 2.393 Gse 2.7 02 1698 2,691 _!lei it"Nim 126-9 127.4 127.3 Height c&_Ndes 113.ti 114.0 113.8 Contractor's HMA Mix Design Proposal(s) In the table below provide the HMA volumetric mix design data that comes closest to,of inlersects,4.0%Va, from the testing performed via WSDOT SOP 732. This may be the same as the Pb design data from the table above. Also provide the%Gmin data developed from the replicate mixtures compacted to app opriate Ninax 9gation level. HMA Properties Primary Asphalt Binder Secondary Asphalt Binder Specification Proposal Proposal Requirements Pb 53 S6.0 .............. % ./ Ijmm @ es 96.1 _Nd ..................... %V es 14.4 ___MLaN 11 1 1........---.- .......... ------ %VFA @ Ndes 72.9 ................... Dust I Asphalt Ratio 1.393 0.6- 1.6 ............. Pbe 4.521 .......... Gmm 2,484 Gmb 2.387 ................. Gse 2.693 %Gmm@ Nmax 9 7.7 98,0 1 certify this HMA job-mix formula(JMF)has been developed in accordance to WSDOT Standard Operating Procedure(SOP)732 "Volumetric Design for Hot-Mix Asphalt(HMA)". The HMA JMF has been verified in accordance to section 10 of SOP 732 which consist of preparing replicate mixtures containing the selected design aggregate structure at each of the following binder contents:(1) the estimated design binder content, Pb(design);(2)0.5 percent below Pb(design);(3)0.5 percent above Pb(design), I am aware,in accordance to Standard Specification 5-04.3(7)A su sec'on 21 that a response will be provided within 25 calendar days after a complete mix design submittal has been re v d th StA aterials Laboratory in Tumwater. I Weliael Tollkoelin, President CTL 253-383-8778 April 28,2014 Chris Pedersen -CTL 253-383-8778 April 24,2014 a Ur Printed Name been Phone Date DOT Foam 350-042 EF Page 4 of-d Ri3med 11/2013 0-0t i O'OZ �. ..... _ _...... 0'0S ------------------- - D"Ob 0'09 _ 0'09 0'09 ........... -- _ __._...--._._- O'D6 O`OU VQZ'GZ IudV ZZ-'v9 wed 00€1EJAC)OO€.SVJ-dV2J VVyl I.,Z4 saalnosaJ sa1l6'4 htOZ U.S.OIL&REFINING March 12,2014 Temperature - Viscosity Chart 400 cSt 400 cSt 300 C51 060 csl \ Q)340 cSt \ 0 20 cSt 4J3o0 cst ( 200 - .,.200 4^170 cst .. $.y260 cat Q'250 CSf ............. ... .. ....... .... Data cst woo cSt \ 0194 CSE ................... ,.. .'•+i s4 CSt t ' (Al 70 eSt \... MIXING G!", t \ OW cst \ - .�t 30 cSt � A \ tM 24 cst O S \ bdt6 cSt a �$ t to4 \ bA \ O80 cst \ 80 cstN Log of Absolute Temperature, Shouln in F Specific Gravity_ 1.017 at 60 F u.S,tail,&ItERNING March 10, 2014 Temperature - Viscosity Chart 400 cst \ 380 cst \_ C'360 cst \ iW40 cSt 4.d700 CSt ; •.y280'IS'st - \ 11�{[t■i! {LTV', . t 0260 csf ... .... .... ....... ..�PtR 'M V.♦i. :',1 �1+�1 .... ......... .......... ....... .....•... ::..'.. .,.;.. :., 0240 Cs .530 cs 20 cst 0200 cSt - 0190 cst ...:.::: ::•..•:::, r:rr..r:.•.::r:: ........... ./>/w�it 60 cst .;{. .}: Y. :...... '• .........:::•:is{:�{:':S i:•;{•:•:•}:?•}: ;::: •: i::8i;t•?:•. .........( :....... �;:Cy:.::X:•?:X-11•:•:}}:: ?? .. "t 70 cst .. 'I` ::;:::i .. ;'-%Go st .5 ... ..... t + •• M � �t50 cst _ V140 cSt \ . Aw130 4S1 0 W10 cst \ O \ a \ 100 rst bQ � 0 90 cst ay 80 cst T T 'If T T T T T T T T T T T T T T T T T T T T T T T T �n T T T T T T T T T T T T T T ZI Lag of Absolute Temperature, Shown in li Specific Gravity= 1.028 at 60 F Stockpile Testing Summary Stockpile: Miles Resources, Ukeview RAP Sld.lkv. Average 1 2 3 4 5 6 7 8 9 10 Dale 2120/14 2/211/14 2120114 411114 4/1/14 411114 412/14 4/2114 4/2/14 4/2/14 AC% 5.12 5.07 5.21 4,59 4.70 4.77 4.78 4.76 4,45 4.78 0.2 4.80 AC 3/4" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 3/4" 1/2'. 99.1 94.8 95.9 97.1 96.6 95A 95.8 95.4 94.4 95.8 1.3 96.0 1/2" 3/8" 90.8 82.4 87.6 80.4 84.8 85.1 84.2 83.3 79.7 83.3 3.3 84.2 3/8" #4 65.3 47.S 53.1 45.6 49.4 50.7 49.5 50.2 44.0 47.4 5.9 50.3 #4 #8 47.2 33.6 37.9 33.2 34.0 36.1 33.3 34.0 29.9 30.1 4.9 34.9 #8 1116 34.4 27.7 29.4 23.2 25.2 24.4 25.2 25.6 23.0 24.5 3.5 26.3 #16 180 26.0 20.3 22.6 18.8 20.4 19.9 19.7 19.9 18.1 19.1 2.3 20.5 #30 #50 17.3 14.3 15.8 13.1 13.8 13.1 13.7 13.7 12.8 13.2 1.4 14.1 #50 #100 11.7 10.7 11.2 8.7 9,5 9.3 9.7 9.4 9.1 9.1 1.0 9.8 #100 4200 8.0 7.5 7.7 6.4 6.S 6.6 7.3 6.7 6.6 6.6 0.6 7.0 #200 CWD Stockpile Testing Summary Stockpile: Miles Resources. Lakeview RAS Sid,Dev. Average 1 2 3 4 5 6 7 8 9 10 Date 2/20/14 2124/14 2/28/14 2/28114 3/3/14 3/M 3/4/14 3/4/14 412/i4 412114 AC% 28.74 28.45 29.17 30.20 31.10 30.70 2S.40 27.90 29.29 28.38 1.1 29.2 314" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 3/4" 1/3" 99.0 99.4 99.2 98.7 99.1 99.3 99.2 98.6 99.2 9S.5 0.3 99.0 1/2" 3/S" 98.S 99.1 98.9 9S.1 98.5 98.3 99.0 97.9 98.S 98.4 0.4 98.6 3/8" #4 98.2 98.1 98.1 97.1 97.6 97.9 98.3 971 98.3 97.0 0.4 97.8 #4 98 97.9 97.9 97.6 96.7 97A 97.5 97.4 96.9 98.1 97.3 0.5 97.4 #8 #16 88.0 87.2 88.8 89.8 89.4 33.6 87.6 86.1 87.7 86.8 1.2 88.0 #16 430 74.7 73.1 75.7 79.3 77.7 74.8 76.1 71.4 73.0 71.9 2.5 74.8 #30 #50 68.2 66.5 69.2 73.4 71.1 69.5 67.9 64.8 66.9 66.1 2.6 68.4 #50 0100 63.0 61.5 63.8 6S.2 64.4 64.0 02.4 59.7 61.3 61.0 2.3 63.0 #100 11200 52.7 51.2 53.4 57.0 56.3 52.2 54.8 50.9 52.1 51.4 2.2 53.2 #200 Qualified Product List gage i of t Ncws� Soarch Contact\NSDOT wSDOTHorne Qualified Product List Product Information Manufacturer : U.S. Oil & Refining Co. Tacoma - WA Product Name : PGAB: 58-22, 58-3t, 64-22� 64-28, 64-34, 70-22, 70-28, 70-34, 76- 22. Standard Spec : 9-02.1(4), Asphalt - Performance Graded Asphalt Binders (PGAB) Product Description : Performance graded asphalt binders (APPROVAL WILL EXPIRE 11/1/2014) Product Restriction Acceptance Code : 2535 Code Description : Bituminous materials may be accepted by the Engineer based on the asphalt binder supplier's Certification of Compliance incorporated in their Bill of Lading. The Certification will include a statement certifying specification compliance for the product shipped. Additionally, verification samples are required to be taken in accordance with table 9-3.7 of the Construction Manual. Verification samples are not required for bituminous materials used for fog seal. Samples will be appropriately marked and forwarded promptly to the State Materials Laboratory. Note 1 : Check Approved Mix Design for Anti-stripping requirements. Last Updated : Jun 3, 2014 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2003 Traffic&Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=1993 027&product_origin=QPL... 7/17/2014 Qualified Product List Page 1 of 1 News S¢arch I Cont-nowsDOT I WSDOT Home �#�t2ctr�an't ap�'rt��5#�at<!�'L`r�ri -� • r. -a �r r Qualified Product List Product Information Manufacturer : U.S. Oil & Refining Co., Tacoma - WA Product Name : Grade CMS-2, CMS-2h, CMS-2S, CRS-1, CRS-2, CSS-I, CSS-1h, TE-1 Standard Spec : 9-02.1(6), Asphalt - Cationic Emulsified Asphalt Product Description : Cationic emulsified asphalt. (APPROVAL WILL EXPIRE 11/1/2014) Product Restriction Acceptance Code : 2535 Code Description : Bituminous materials may be accepted by the Engineer based on the asphalt binder supplier's Certification of Compliance incorporated in their Bill of Lading. The Certification will include a statement certifying specification compliance for the product shipped. Additionally, verification samples are required to be taken in accordance with table 9-3.7 of the Construction Manual. Verification samples are not required for bituminous materials used for fog seal. Samples will be appropriately marked and forwarded promptly to the State Materials Laboratory. Last Updated : Jun 3, 2014 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT m 2003 Traffic&Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=1993170&product origin=QPL... 7/17/2014 Aggregate Source Approval Report Page 1 of 1 ��` 4 WSDOT MATERIALS LAB Washington state 07/17/2014 , Department of Transportation Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-345 Lessee: Known as: Miles Fennel Pit Located in: NW1/4 SE1/4 AND POR OF GOV'T LOT 5 Section 7 T19N R5E County: Pierce Remarks: Pit Run Materials: At the discretion of the Project Engineer, preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the material does in fact meet the specification for the intended use: Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Foundation Material for Classes A.B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 07/10/2006 Expiration Date: 07/10/2011 Drainage:Free R Value:72 Swell Pressure:0.1 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL BASE is required prior to use. Mineral Agg. and Surfacing: Test Date: 06/27/2011 Expiration Date: 06/27/2016 Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD):2.706 Bulk Sp.G.: Deg:73 LA:14 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 09/20/2010 Expiration Date: 09/20/2015 ASR-14 Day:0.52 ASR-One Year:0.02 CCA Absorption:1.1 CCA Sp.G:2.7 FCA Absorption:1.6 FCA Organics:2 FCA Sp.G:2.65 LA:12 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: Expiration Date: Please see Remarks for Riprap and Quarry Spalls results. Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=B&pit_no=345 7/17/2014 Aggregate Source Approval Report Page 1 of 1 A111111111b, Washington State Department of Transportation WSDOT MATERIALS LAB 07/17/2014 v7P Depart Aggregate Source Approval Report Owner: Miles Sand&Gravel Co. -Auburn-1 Aggregate Source: PS-B-333 Lessee: Known as: Roy Pit Located in: Isaac&Rose Bastian Donation Land Claim No. 19 Section 4,9,10,16 T17N R2E County: Pierce Remarks: Concrete Agg Deg = 72, 03/22/2013..BH Pit Run Materials: At the discretion of the Project Engineer,preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the material does in fact meet the specification for the intended use: Backfill for Rode Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Foundation Material for Classes A.B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 11/06/2007 Expiration Date: 11/06/2012 Drainage:Free R Value:78 Swell Pressure:0.1 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL BASE is required prior to use. Mineral Agg.and Surfacing: Test Date: 05/17/2010 Expiration Date: 05/17/2015 Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD):2.686 Bulk Sp.G.: Deg:74 LA:17 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 03/22/2013 Expiration Date:03/22/2018 ASR-14 Day:0.527 ASR-One Year.0.028 CCA Absorption:1.57 CCA Sp.G:2.675 FCA Absorption:2.37 FCA Organics:2 FCA Sp.G:2.617 LA:11 Mortar Strength: Petrographic Analysis. Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: Expiration Date: Please see Remarks for Riprap and Quarry Spalls results. Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System http://www.wsdot.wa.govibiz/mats/ASA/ASAReport.cfm?prefix=B&pit_no=333 7/17/2014 Aggregate Source Database Page 1 of 1 [^Nows Search I Contact WSOOT I wSDOT Homo ASA Source Detail NO TEST RESULTS RECORDED FOR THIS SOURCE! Agg Src Type Region Owner Type B 160 RS Olympic Commercial Owner Woodworth & Co., Inc. Local : Lakeview Leasee : Township Range Section Meridian 19N 3E 6 Willamette Legal Description : NE 1/4 SW 1/4 Longitude Latitude State Route Mile Post Map No -122.473564148 47.163030624 0 0 3 Note Material being imported. Asphalt plant & recycling operation on site. Recycled material 7-23-97 for CSBC,contract 5113, Bulk Sp.G. (SSD) = 2.57, LA = 22, Deg = 73. Recycled material 7-13-96 for Gravel Base, contract SA2852, R=74, Swell=0, Drainage=Free. Copyright WSDOT © Traffic & Roads I Site Index I Contact WSDOT I WSDOT Business I WSD01' 2004 Home http://www.wsdot.wa.gov/biz/mats/ASA/ASADetaii.cfm?prefix=B&pit_no=160 7/17/2014 CUSTOMER Ade4-, /`- 62St 00-'�' � �U (2061 656-2389 o Fax (206) 768.6311 ATE 2(1!�_ R0. Box 46453, Seattle, WA 98146 2. 3. 4, Make f, Serial# 1 �00 Capacity �O11 Testy UOy l Due 1 O 1 Listed scales Dave been tested using certified, traceable weights in accordance with NIST handbook 44 requirements by Registered Service Agent PA0286. CNW NORTHWEST CASCA CNC SUBMITTAL. TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Hebe Bernardo Date: Date: 7/17/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton, WA 98057 Transmittal Number 9 We are sending you: Copies Date Submittal Bid Item Description 1 7/17/2014 17 A-81 Pavement marking materials- Plastic crosswalk line 1 7/17/2014 17 A-82 Pavement marking materials- Plastic stop line 1 7/17/2014 17 A-84 Pavement marking materials- Installing plastic line Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. 0 B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature Washington State M/ Department of Transportation Request for Approval of Material Contract i FA Number SR Date SWP-27-3635 7/17/2014 Section County Sunset Community Low Impact Development Retrofit Stormwater Green Connection King Contractor Subcontractor Northwest Cascade Apply-A-Line For WSDOT Use Only For assistance in completing, see Instructions and Example RAM# PE Hdqt. Bid Material or Name and Location of Fabricator, Specification Appr'I Appr'I File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. A81, PaveMark Hydrocarbon Thermo Ennis Paint,Inc. 9-34.3(l) A82 Bakersfield,CA A81, Glass Bead Potters Industries,Inc. 9-34.4 A82 Canb OR A84 Duraset MMA Ennis Paint,Inc. 9-34.3(4) Salem,OR A84 Glass Bead Swarco America 9-34.4 ._..... Mexia,TX Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment or'WSDOT Inspected'materialshal/ be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution 0 Contractor p Region Materials 0 General File ❑Signing Inspection ❑Region Operations Engineer ❑State Materials Lab ❑Fabrication Inspection ❑Other DOT Form 350-071 EF Revised 8104 Qualified Product List Page 1 of 1 p-,irk wof at 7P► rr rt€tat€c s July 17, 2014 Qualified Product List Contractor Product Information Contractor: Northwest Cascade Contract No: SWFI-27-3635 Sub Contractor: Apply-A-Line Date: 07/17/14 Bid Item: A81-Plastic Xwalk Line A82-Plastic Stop Line Manufacturer: Ennis Paint, Inc., dba Ennis Traffic Safety Solutions - Bakersfield CA Product Name: Pave-Mark Hydrocarbon Standard Spec : 9-34.3(1), Pavement Marking - Plastic Type A: Liquid Hot Applied Thermoplastic Product Description : Pavement marking - extruded application: long line, transverse and symbols (statewide); long line with profile (Western WA only) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: http://wvNw.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product no=1993675&product_or... 7/17/2014 Qualified Product List Page 1 of 1 AOL July 17, 2014 Qualified Product List Contractor Product Information Contractor: Northwest Cascade Contract No: SWP 27-3635 Sub Contractor: Apply-A-Line Date: 07/17/14 Bid Item: A81,A82-Glass Bead Manufacturer: Potters Industries, Inc. - Canby OR Product Name: Glass Beads for Pavement Marking Standard Spec : 9-34.4, Pavement Marking - Glass Beads Product Description : Glass beads: Exterior coating(s) as required for the type of pavement marking being used (Reapproved 5-10-11) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Mar 19, 2013 To be completed by the field inspector: Quantity: Verified By: Date: http://wwtiv.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product no=1999053&product_or... 7/17/2014 ....................... Qualified Product List Page 1 of 1 1aVpt '<'rtic+ July 17, 2014 Qualified Product List Contractor Product Information Contractor: Northwest Cascade Contract No: SWR 27-3635 Sub Contractor: Apply-A-Line Date: 07/17/14 Bid Item: A84-Intall Plastic Line Manufacturer: Ennis Paint, Inc., dba Ennis Traffic Safety Solutions - Salem, OR Product Name: Duraset MMA Standard Spec : 9-34.3(4), Pavement Marking - Plastic Type D: Liquid Cold Applied Methyl Methacrylate Product Description : Spray application: Transverse, symbols, long line and grooved long line (Statewide); Extruded application: Transverse, symbols, long line and grooved long line (Statewide); Profiled-long line (Western WA Only) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: http:/,www.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product no=2004017&product_or... 7/17/2014 Qualified Product List Page 1 of 1 4rtr�t�r�1 � r;�rx� r1 � July 17, 2014 Qualified Product List Contractor Product Information Contractor: Northwest Cascade Contract No: SWP 27-3635 Sub Contractor: Apply-A-Line Date: 07/17/14 Bid Item: A84-Glass Bead Manufacturer: Swarco America - Mexia. TX Product Name: Swarco Glass Beads Standard Spec : 9-34.4, Pavement Marking - Glass Beads Product Description : Glass beads: Exterior coating(s) as required for the type of pavement marking being used (Reapproved 5-17-11) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Mar 18, 2013 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfin?Product no=2007059&product_or... 7/17/2014 Date: 07/30/2014 Project Name: Harrington Ave NE Stormwater Green Connections Improvement Project City of Project Number: CAG-14-079 Contractor: Northwest Cascade,Inc. Qjo `la' Sub-Contractor: City Review: Allen Quynn/Hebe Bernardo Date Date Item No. Material or Manufacturer's Product/Type Due received Approved Revision Needed City Comments Progress Schedule 7 days prior to pre-construction conference 1 Approval of qualified subcontractors Pre-con 07/14/2014 07/16/2014 No 2 Names of principal suppliers Pre-con 07/14/2014 07/16/2014 No 3 Equipment Rates Pre-Con 07/14/2014 07/16/2014 No 4 Labor Rates Pre-Con 07/15/2014 07/17/2014 No 5 Geotextile Pre-Con 07/15/2014 07/17/2014 No 6 Aggregates Pre-Con 07/15/2014 07/17/2014 No 7 Traffic Control Plan 07/16/2014 07/23/2014 Yes Section 1-OS.11(4)applies unless deviation authorized by City 8 Storm Casting 07/17/2014 9 Pavement Markings 07/17/2014 07/23/2014 No 30 HMA 07/17/2014 07/23/2014 No Revise element TESC element#4 prior to beginning of construction. lla TESC Plan 07/17/2014 07/23/2014 Yes There are no wetlands or critical areas on-site. SWPPP will need to be reviewed during construction for compliance llb 07/17/2014 07/24/2014 No with the General Construction NPDES Permit. SWPP Plan llc SPCC Plan 07/17/2014 07/24/2014 No lid ESC Lead Cent Card 07/17/2014 07/24/2014 No Shoring Plan 07/23/2014 07/23/2014 Yes Include shoring box specifications 12 Catch Basins-Type 1,IL and 2-48" 07/17/2014 07/24/2014 No Page 1 of 1 Date: 07/18/2014 Project Name: Harrington Ave NE Stormwater Green Connections Improvement Project D City of Project Number: CAG-14-079 ' Contractor: Northwest Cascade,Inc. Sub-Contractor: City Review: Allen quynn/Hebe Bernardo Date Date Item No. Material or Manufacturer's Product/Type Due received Approved RevisionNeeded City Comments Progress Schedule 7 days prior to pre-construction conference 1 Approval of qualified subcontractors Pre-con 07/14/2014 07/16/2014 No 2 Names of principal suppliers Pre-con 07/14/2014 07/16/2014 No 3 Equipment Rates Pre-Con 07/14/2014 07/16/2014 No 4 Labor Rates Pre-Con 07/15/2014 07/17/2014 No 5 Geotextile Pre-Con 07/15/2014 07/17/2014 No 6 Aggregates Pre-Con 07/15/2014 07/17/2014 No 7 Traffic Control Plan 07/16/2014 07/23/2014 Yes Section 1-05.11(4)applies unless deviation authorized by City 8 Storm Casting 07/17/2014 9 Pavement Markings 07/17/2014 07/23/2014 No 10 HMA 07/17/2014 07/23/2014 No 11a TESC Plan 07/17/2014 07/23/2014 Yes Revise element TESC element#4 prior to beginning of construction. There are no wetlands or critical areas on-site. SWPPP will need to be reviewed during construction for compliance 11b 07/17/2014 07/24/2014 No with the General Construction NPDES Permit. SWPP Plan 11c SPCC Plan 07/17/2014 07/24/2014 No 11d ESC Lead Cert Card 07/17/2014 07/24/2014 No Shoring Plan 07/23/2014 07/23/2014 Yes Include shoring box specifications 12 Catch Basins-Type 1,IL and 2-48" 07/17/2014 07/24/2014 No Page 1 of 1 t' NW NORTHWEST CASCADE1NC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 7/30/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton,WA 98057 Transmittal Number 20 We are sending you: Copies Date Submittal Bid Item Description 1 7/30/2014 61A Updated Construction Schedule Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Signature J- 1000 Project start 0 0 30JUN 1472UGi 0 0 0 Project star 1010 _ Submittals/approval of submittals 10 10 14JU 144 86d 0 0 Submilt ls/approval of submittals 1020 Order materials 10 10 21JUL14 86d 0 0 Order materials 1030 Preconstruc8on meeting 1 1 18JUL14 96d _ 0 0 Preconstruction meeting 1040 Mobilize,set up erosion control _ 2 2 11AUG14 0 _ 0 0 Mobilize,set up erosion control 1050 Clearing and grubbing 2 2 13AUG144 0 0 0 Clearing and grubbing 1060 Demo existing curb/sidewalk 114+70 to 3 3 15AUG14 0 0 0 Demo existing curb/sidewalk 114+70 to 102+00 1080 Pothole potential conflicts 2 2 20AUG144 0 0 __ 0 Pothole potential conflicts 1 990 Install storm drain 114+36 to 108+70 5 5 22AUG144 0 0 0 Install storm drain 114+36 to 108+70 1100 Install storm drain 108+70 to 103+00 5 5 29AUG14 04SEP14 0 0 0 Install storm drain 108+70 to 103+00 1130 Relocate water main 111+20 to 110+40 2 2 OSSEP14 O8SEP14 0 0 0 Relocate water main 111+20 to 110+40 1141 Water services and hydrants 12th to 161h 2 2 09SEP14 10SEP14 0 0 _ _ 0 Water services and hydrants 12th to 16th 1150 _ Install swales from 12th to 16th 7 7 11SEP14 19SEP14 0 0 0 Install swan from 12th to 16th 1170 Grade and install modular block walls 3 3 22SEP14 24SEP14 0 0' _0 Grade and install modular block walls 1180 Grade for curb and gutter 12th to 161h 3 3 25SEP14 29SEP14 0 0 0 Grade for curb and gutter 12th to 16th 1190__ Pour curb and gutter 12th to 16th 1 1 30SEP14 30SEP14 0 0 0 Pour curb and gutter 12th to 16th 1200 Grade for driveways and sidewalk 12th to 4 4 01 OCT14 D6OCT14 0 _0 0 Grade for driveways and sidewalk 121h to 16th 1210 Poor driveways and sidewalk 12th 10 16th 3 3 03OCT14 07OCT14 0 0 _ _0 Pour driveways and sidewalk 12th to 16th 1220 _ Sawcut matchlines 12th to 16th 1 1 08OCT14 08OCT14 0 0 __0 Sawcut matchlines 12th to 16th 1230 Install new fences 2 2 09OCT14 10OCT14 0 0 _ 0 Install new fences 1240 Grind/remove existing asphalt 12th to 16th 2 2 13O1 14OCT14 0 0 _ _0 Grind/remove existing asphalt 12th to 16th 1250 Grade roadway far HMA 12th to 16th 4 4 15OCT14 20OCT14 0 0 _ _ 0 Grade roadway for HMA 12th to 16th 1260 Pave from 12th to 16th i 1 21 OCT14 21 OCT14 0 0 __ 0 Pave from 121h to 16th 1280 Adjust structures to grade 121h to 16th 3 3 22OCT14 24OCT14_ 26d 0 0 Adjust structures to grade 12th to 16th 1310 Demo existing curb/sidewalk 123+00 to 2 2 11SEP14 12SEP14 12d 0 _ 0 Demo existi�dfk123�000114+70 14+70 1320 Install storm drain 121+06 to 116+53 5 5 15SEP14 19SEP14 12d 0 0 Into116+53 1330 Reocale water main 124+20 to 116+90 8 8 22SEP14 01OCT14 12d 0 0 water main 124+20 to 116+90 1340 Water services and h drants101h to 12th 2 2 02OCT14 03OCT14 12d 0 0 services and-hydrants 101h to 121h 1350 Install swales from 10th to 12th 3 3 22OCT14 24OCT14 0 0 __ ___ 0 Install swales from 101h to 12th 1360 Grade for curb and gutter 10M to 12M 2 2 27OCT14 28OCT14 0 0 _ 0 Grade for curb and gutter 10th to 121h 1370 Pour curb and gutter 10th to 12th 1 1 29OCTU 29OCT14 0 0 _ 0 Pour curb and gutter 101h to 12th 1380 Grade for driveways and sidewalk 100 to 3 3 30OCT14 03NOV14 0 0 0 Grade for drwaways and sidewalk 10th to 12th 1390 Pourdriveways and sidewalk 10th to 12th 2 2 04NOV14 05NOV14 0 0 0 Pour driveways and sidewalk 10th to 12th 1400 Sawcut matchlines 10th to 12th 1 1 06NOV14 06NOV14 0 0 _ _ 0 Sawcut matchlines 10th to 12th 1410 Grind/remove existing asphalt 101h to 12th 2 2 07NOV14 10NOV14 0 0 0 Grind/remove existing asphalt 10th to 12th 1420 Grade roadway for HMA 10tti to 12th 3 3 11 NOV14 13NOV14 0 0 0 Grade roadway for HMA 10th to 12th 1430 Pave from 10th to 121h 1 1 1414OV14 14NOV14 0 0 0 Pave from tOlh to 12ih 1440 Adjust structures to grade 101h to 12th 3 3 1714OV14 19NOV14 0 0 0 Adjust structures to grade 10th to 12th 1450 Landscaping 10 10 17NOV14 28NOV14 0 0 0 Landscaping 1460 Striping roadway __ _ 1 __ 1 01_DEC14 01DEC14 0 0 0 Striping roadway 1470 Project finish 0 0 01DEC14 0 0 0 Project finish S QNW NORTHWEST C SCADE INC SUBMITTAL TRANSMITTAL FORM City of Renton Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project ATTN: Allen Quynn Date: Date: 8/7/2014 Surface Water Utility Engineer City of Renton 1055 South Grady Way Renton,WA 98057 Transmittal Number 23 We are sending you: Copies Date Submittal Bid Item Description 1 8/7/2014 63 A-72 Pervious concrete mix design Transmitted: Submittal for review and comment. Certify Either A or B: ■ A. This document has been detail-checked for accuracy of content and for compliance with the contract documents(no exceptions).The information contained herein has been fully coordinated with all involved Subcontractors. ❑ B. This document has been detail-checked for accuracy of content and for compliance with the contract documents except for the attached deviations. The information contained herein has been fully coordinated with all involved Subcontractors. Remarks: Certified By: Si nature Washington State !/ Department of Transportation Request for Approval of Material Contract FA Number SR Date 8/7/2014 Section County Sunset Community Low Impact Development King County Contractor Subcontractor NW Cascade Tee Concrete Construction Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM#, Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Portland Cement I/II Lehigh Northwest Cement Co 9.01.2 Coarse Aggregate Corliss Resources,Inc. 9.03.1(2) Fine Aggregate Corliss Resources,Inc. 9.03.1(2) GGBFS(Slag) Lafarge NA,Seattle 9-23.10 A72 P23010P-Pervious Corliss Resources,Inc. 6.02.3 MB-AE 90-Air BASF-Master Builders 9-23.6 Entrainment Glenium 3030-Water BASF-Master Builders 9-23.6 Reducing Admixture VMA 358-Viscosity BASF-Master Builders 9-23.6 Modifyinia Admixture Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑ Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 CORLISS RESOURCES rra, Since 1943 i� P.O.BOX 487 SUMNER,WA 98390 PHONE:(253)891-6680 FAX:(253)891-6691 ACCT:(253)826-8384 PREPARED FOR NORTHWEST CASCADE PROJECT SUNSET COMMUNITY LOW IMPACT DEVELOPMENT RENTON, WA MIX DESIGN SUBMITTAL CONTENTS: MIX DESIGNS BREAK DATA MILL CERTS/DATA SHEETS CONDITIONS OF SALE PREPARED BY: STEVE VALENTA/SALES TONY BOWMAN/QC Thursday,August 7,2014 CONFIDENTIAL CORL/SS RESOURCE'S Since 1945 P.O.BOX 487 SUMNER,WA 98390 DISPATCH: (253) 891-6680 FAX: (253) 891-6691 ACCT: (253) 826-8384 STEVE VALENTA(253)405-0165 NORTHWEST CASCADE SUNSET COMMUNITY LOW IMPACT DEVELOPMENT MIX ID USE IN PROJECT P23010P PERVIOUS CONCRETE OPTIONAL PRODUCTS (MUST BE REQUESTED WHEN ORDERING) PRODUCT NAME PROPERTIES DELVO SET RETARDER NC 534 POZZOLITH NON-CHLORIDE ACCELERATOR HOT WATER HOT WATER PLASTIC ROLL OF PLASTIC, 6 MIL 20'X50' I/a" X 2 V2" EXPANSION EXPANSION JOINTING MATERIAL, 100'LINEAR 3/8" X 3" EXPANSION EXPANSION JOINTING MATERIAL, 100' LINEAR FIBERMESH 300 INFORCE FIBRILLATED POLY FIBER REINFORCEMENT FIBERMESH 150 STEALTH MONOFILAMENT POLY FIBER REINFORCEMENT ULTRA 500 '/4" CELLULOSE FIBER REINFORCEMENT PLEASE USE THIS LIST WHEN ORDERING CONFIDENTIAL CORLISS RESOURCES PO BOX 487 CONCRETE MIX DESIGN REPORT SUMNE 63 569390 � t 77 fax 253-863-1568 C LIFN F: NORTHWEST CASCADE [PROJECT: SUNSET COMMUNITY LOW IMPACT DEVELOPMENT MIX ID#: P23010P USAGE: PERVIOUS CONCRETE 7 DATE: 8/7/14 PSI@28Days: 3000 Sl SLUMP: NA +/- AIR: 18.0 % +/- /C RATIO: 0.30 %GGBFS: 10% 1 AIR ENT.? NO PLANT: AVAILABLE AT ALL PLANTS LACEMENT: TAILGATE/BOOM PUMP RECYCLED: 3.6% UNIT WT: 130.1 1 AGG SIZE: 1/2 MATERIALS& SOURCE INFO QUANTITY(PER YD') SG P,SSD VOLUME -CEMENTITIOUS MATERIALS- CEMENT LEHIGH TYPE I/II 470 3.15 2.39 SLAG LAFARGE NA GRADE 100 GGBFS 50 2.87 0.28 -WATER- POTABLE WATER MUNICIPAL SOURCES ASTM C94 5.3 155 1.00 2.48 -AGGREGATES- ENUMCLAW A-44 3/8". ASTM C33 #8 2895 2.68 1731 -ADMIXTURES- BASF GLENIUM 3030 FULL RANGE WATER REDUCING ADMIX. 3.0 1.05 0.00 BASF VMA 358 VISCOSITY MODIFYING ADMIXTURE 93.0 1.00 0.09 AIR VOLUME: 4.87 TOTALS:j 3576 27.43 OPTIONAL PRODUCTS-MUST BE REQUESTED WHEN PLACING ORDER MATERIAL DOSAGE USE REMARKS: BREAK DATA DATE SAMPLE ID CONC.TEMP SLUMP AIR% H O ADDED 3 DAY 7 DAY 14 DAY 28 DAY AVG STD DF.V (MOVING AVG OF 3) AVERAGE: PREPARED: T.BOWMAN APPROVED: �� � Tony Bowman,QC Manager DATF,: 8/7/2017 BA 0 F 3 4 f r. _"WR-1 The Chemical Company DescriptionGLENIUM° 3030 NS Gleniumium 3 30300NS ready-to- user water-reducing admixtufixturee is a patented new Full-Range a ater-Reducing Admixture is generation of admixture based Features on polycarboxylate chemistry. Glenium 3030 NS admixture Reduced water content for a given slump is very effective in producing I Dosage flexibility for normal, mid and high-range water reduction concretes with different Produces cohesive and non-segregating concrete mixture levels of workability including applications that require the 0 Increased compressive strength and flexural strength performance at all ages use of Rheodynamic®Self- Providing faster setting times and strength development Consolidating Concrete(SCC). Glenium 3030 NS admixture N, Enhanced finishability and pumpability meets ASTM C 494/C 494M Benefits requirements for Type A,water- reducing,and Type F, high-range Providing economic benefits to the entire construction team through higher water-reducing,admixtures. productivity and reduced variable costs Applications Performance Characteristics Recommended for use in: Mixture Data:600 Ib/yd3 of Type I cement(360 kg/m3);slump, 8.5-9.25 in. (210-235 mm); non-air-entrained concrete; dosage rate adjusted to obtain 25-30% water Concrete where high reduction. flowability, high-early and ultimate strengths and increased durability are Setting Time needed Mixture Initial Set(h:min) Difference(h:min) ,72 Self-consolidating concrete Plain 4:24 - 0 Concrete where normal, Conventional Superplasticizer 6:00 + 1.36 mid-range, or high-range water-reduction is desired Glenium 3030 NS admixture 5:00 +0.36 rl Concrete where normal setting times are required Compressive Strength 4x4TM Concrete for fast track Mixture 1 day 7 days construction psi psi MPa psi MPa Pervious Concrete Plain 1700 12 4040 28 Self-consolidating grout Conventional Superplasticizer 3460 24 6380 44 Glenium 3030 NS admixture 4120 28 7580 52 Slump Retention -in. (mm) Mixture Minutes 15 30 45 Plain 8.5(215) 8.5(215) 7.5(200) Conventional Superplasticizer 8.5(215) 4.25(110) 3.5(90) Glenium 3030 NS admixture 9.25(235) 9.25(235) 8.25(210) Master Builders Product Data: GLENIUM® 3030 NS Rate of Hardening: Glenium 3030 NS admixture is For directions on the proper evaluation of Glenium 3030 formulated to produce normal setting characteristics NS admixture in specific applications,contact your BASF throughout its recommended dosage range. Setting time Construction Chemicals representative. of concrete is influenced by the chemical and physical composition of the basic ingredients of the concrete, Storage and Handling temperature of the concrete and ambient conditions.Trial Storage Temperature:If Glenium 3030 NS admixture freezes, mixtures should be made with actual job materials to thaw at 45°F(7°C)or above and completely reconstitute by determine the dosage required for a specified setting time mild mechanical agitation.Do not use pressurized air for and a given strength requirement. agitation. Guidelines for Use Shelf Life:Glenium 3030 NS admixture has a minimum shelf life of 12 months. Depending on storage conditions,the shelf Dosage:Glenium 3030 NS admixture has a recommended life may be greater than stated. Please contact your BASF dosage range of up to 3 fl oz/cwt(195 mU100 kg)for Type Construction Chemicals representative regarding suitability A applications,3-6 fl oz/cwt(195-390 m1_1100 kg)for mid- for use and dosage recommendations if the shelf life of range use and up to 18 fl oz/cwt(1,170 mL/100 kg)for Type Glenium 3030 NS admixture has been exceeded. F applications.The dosage range is applicable to most concrete mixtures using typical concrete ingredients. However, Packaging variations in job conditions and concrete materials,such as silica fume, may require dosages outside the recommended Glenium 3030 NS admixture is supplied in 55 gal(208 L) range. In such cases,contact your local BASF Construction drums,275 gal(1040 L)totes and by bulk delivery. Chemicals representative. Related Documents Mixing:Glenium 3030 NS admixture can be batched with Material Safety Data Sheets: Glenium 3030 NS admixture. the initial mixing water or as a delayed addition. However, optimum water reduction is generally obtained with a delayed Additional Information addition. For additional information on Glenium 3030 NS admixture Product Notes or its use in developing concrete mixes with special performance characteristics,contact your BASF Construction Corrosivity—Non-Chloride, Non-Corrosive:Glenium 3030 Chemicals representative. NS admixture will neither initiate nor promote corrosion of reinforcing steel embedded in concrete, prestressed concrete The Admixture Systems business of BASF Construction or of galvanized steel floor and roof systems. Neither calcium Chemicals is a leading provider of innovative additives chloride nor other chloride-based ingredients are used in the for specialty concrete used in the ready mix,precast, manufacture of Glenium 3030 NS admixture. manufactured concrete products, underground construction Compatibility.Glenium 3030 NS admixture is compatible and paving markets throughout the NAFTA region. The with most admixtures used in the production of quality Company's respected Master Builders brand products are concrete, including normal, mid-range and high-range water- used to improve the placing,pumping, finishing,appearance reducing admixtures, air-entrainers, accelerators, retarders, and performance characteristics of concrete. extended set control admixtures, corrosion inhibitors, and shrinkage reducers. Do not use Glenium 3030 NS admixture with admixtures containing beta-napthalene-sulfonate. Erratic behaviors in slump,slump flow,and pumpability may be experienced. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com �� �� 4 NS United States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5544 Tel:800 628-9990 Fax:216 839-8821 Canada 1800 Clark Boulevard,Brampton,Ontario L6T 4M7 0 Tel:800 387-5862 N Fax:905 792-0651 Builders .*sm ®Construction Research&Technology GMBH N ©BASF Construction Chemicals,LLC 2007 N Printed in USA A 03/07 N LIT#1021742 0 Product and/or use cov- ered by:US6858074 and other patents pending. BASF The Chemical Company ` " ' Description RHEOMAC° VMA 358 Rheomac VMA 358 organic, viscosity-modifying admixture (VMA) is a ready-to-use, Viscosity-Modifying Admixture liquid admixture developed Features for producing concrete with enhanced viscosity MModifies viscosity of concrete and controlled rheological properties. Concrete with Benefits Rheomac VMA 358 admixture ZControls bleeding exhibits superior stability,thus E Reduces segregation, even with highly fluid concrete mixtures increasing resistance to 0 Enhances pumping and finishing segregation and facilitating placement. Reduces sagging, helping plastic concrete maintain its shape on slopes and arches Applications Facilitates production of highly fluid concrete mixtures such as Recommended for use in: Rheodynamic SCC Concrete containing 0Superior and predictable in-place concrete properties "gap-graded"aggregates M Enhances surface appearance 11 Lean concrete mixtures N Flexibility in mixture proportioning • Concrete containing t Provides concrete stability during transport and placement manufactured sand • Concrete as a pumping aid Performance Characteristics H Concrete as a finishing aid Setting Time:Rheomac VMA 358 admixture has little to no impact on concrete setting time within the recommended dosage range of 2-10 fl oz/cwt(130-650 mL/100 kg)of Concrete mixtures cementitious materials. requiring "more body" Compressive Strength:Rheomac VMA 358 admixture does not affect the compressive 1-3 Rheodynamic® strength of concrete.Slight increases in compressive strength have,however,been noted in Self-Consolidating Rheodynamic SCC mixtures containing Rheomac VMA 358 admixture. Concrete(SCC) Workability:A slight decrease in slump or slump flow may be noted after the addition of Liquid Sand TM program Rheomac VMA 358 admixture due to the increase in concrete viscosity.If necessary,the t Pervious Concrete slight decrease in slump or slump flow can be offset easily by a minor increase in water- Self-Consolidating reducing or high-range water-reducing admixture dosage.Very high slump flows can be Grout achieved in Rheodynamic SCC produced with Rheomac VMA 358 admixture. Slump Retention:In general,the slump retention characteristic of concrete mixtures containing Rheomac VMA 358 admixture is similar to that of plain concrete. Air Content:Typical dosages of air-entraining admixtures may be used to achieve the desired air content when using Rheomac VMA 358 admixture. Guidelines for Use Dosage:The recommended dosage range for Rheomac VMA 358 admixture is 2-10 fl oz/cwt(130-650 mUl00 kg)of cementitious materials for most concrete mixtures. A dosage of 2-6 fl oz/cwt(130-390 mL/100 kg) is recommended for typical concrete mixtures requiring "more body"to facilitate pumping and finishing procedures.A dosage of up to 10 fl oz/cwt(650 mL/100 kg)is recommended to provide stability in self- consolidating concrete mixtures. Because of variations in concrete materials,jobsite conditions and/or applications, dosages outside of the recommended range may be required. Master Builders Product Data: RHEOMAC® VMA 358 Mixing:Rheomac VMA 358 admixture is typically added Dispensing:Consult your local BASF Construction with the initial mix water.Alternately, Rheomac VMA 358 Chemicals sales representative for the proper dispensing admixture may be added after all other concreting ingredients equipment for Rheomac VMA 358 admixture. If dispensing have been batched and thoroughly mixed, either at the batch directly from the 55 gal(208 L)drum, it is recommended that plant or at the jobsite. the larger 2 in. (50 mm)opening be used. Product Notes Packaging Compatibility:Do not use Rheomac VMA 358 admixture Rheomac VMA 358 admixture is supplied in 55 gal(208 L) with admixtures containing beta-naphthalene sulfonate drums,275 gal (1040 L)totes and by bulk delivery. such as RheobuildO 1000 admixture.Erratic behaviors in slump, slump flow and pumpability may be experienced. Related Documents Rheomac VMA 358 admixture is compatible with most Material Safety Data Sheets: Rheomac VMA 358 admixture. other admixtures used in the production of quality concrete including normal, mid-range and high-range water-reducing Additional Information admixtures, air entrainers, accelerators, retarders, extended For additional information on Rheomac VMA 358 admixture set-control admixtures, corrosion inhibitors and shrinkage or on its use in developing concrete mixtures with special reducers. However a field trial is recommended to ensure performance characteristics,contact your BASF Construction appropriate performance. Chemicals representative. Storage and Handling The Admixture Systems business of BASF Construction Storage Temperature:Rheomac VMA 358 admixture Chemicals is a leading provider of innovative additives must be stored at temperatures above 41 °F(5°C)to avoid for specialty concrete used in the ready mix,precast, dispensing difficulties due to thickening.Do not allow manufactured concrete products, underground construction Rheomac VMA 358 admixture to freeze since it cannot be and paving markets throughout the NAFTA region. The reconstituted after thawing. Company's respected Master Builders brand products are used to improve the placing,pumping, finishing, appearance Shelf Life:Rheomac VMA 358 admixture has a minimum and performance characteristics of concrete. shelf life of 12 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Rheomac VMA 358 admixture has been exceeded. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com Master United States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5544 Tel:800 628-9990 Fax:216 839-8821 Canada 1800 Clark Boulevard,Brampton,Ontario L6T 4M7 0 Tel:800 387-5862 M Fax:905 792-0651 Builders ®Construction Research 8 Technology GMBH ©BASF Construction Chemicals,LLC 2007 0 Printed in USA M 03/07 H LIT#1021753 L AE"14cw" Lehigh Cement,a division of Lehigh Hanson Materials Limited 7777 Ross Road ! Delta,British Columbia,V4G 1B8 HE1DELBERGCEMENTGroup P.O. Box 950,V4K 3S6 MILL TEST REPORT ph:604.946.0411 Cement Type: ASTM Type 1/11, AASHTO Type I Low Alkali Portland Cement Plant: Delta, BC Certificate #: D2-433 Production Period: May 01 2014 Test ASTM AASHTO May 31 2014 Result C150 M85 Specification Specification Si02(%) ASTMC114 20.0 - A1203(%) ASTMC114 4.9 max. 6.0 - Fe203(%) ASTMC114 3.64 max. 6.0 - CaO(%) ASTMC114 64.5 - Mg0 (%) ASTMC114 0.8 max. 6.0 max. 6.0 S03 (%) ASTMC114 2.78 max.3.0 max. 3.0 Na20(%) ASTMC114 0.27 - K20(%) ASTMC114 0.35 - - Ti02(%) ASTMC114 0.26 - - C3S(%) ASTMC150 62 - - C2S(%) ASTMC150 8 - - C3A(%) ASTMC150 6 max. 8 max. 8 C4AF(%) ASTMC150 11 - - Equivalent Alkalies(%) ASTMC150 0.50 max. 0.60 max. 0.60 Loss on Ignition (%) ASTMC114 2.8 max.3.0 max. 3.0 Insoluble Residue(%) ASTMC114 0.22 max. 0.75 max. 0.75 Free Calcium Oxide (%) ASTMC114 0.6 - - 0O2 in Cement(%) ASTMC114 1.8 - - CaCO3 in Limestone(%) ASTMC114 98 min. 70 min. 70 Limestone in Cement(%) ASTMC150 4.2 max.5.0 max. 5.0 Vicat Setting Time Initial (minutes) ASTMC191 88 min.45 max.375 min.45 max.375 Blaine Fineness (m2/kg) ASTMC204 387 min.260 min.280 +325 mesh ASTMC430 2.3 - - Air Content of Mortar(%) ASTM C185 7 max. 12 max. 12 Autoclave Expansion(%) ASTMC151 0.01 max. 0.80 max. 0.80 Compressive Strength MPa/ psi 3 Day ASTMC1091109M 27.6/4000 min. 12.0 min. 12.0 7 Day ASTM C1 091109M 34.5/5000 min. 19.0 min. 19.0 28 Day(previous month) ASTM C1 091109M 41.3/5990 - - This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C-150 for Type I and Type II Low Alkali Portland Cements and AASHTO Specification M-85 for Type I Low Alkali Portland Cement. Siu Kei(S.K.)Ng � June 12, 2014 Plant Chemist ALwj%FAVA Ft 4 F. NORTH AMERICA Cement NewCem Plus Analysis by: Lafarge Concrete Lab Sample from : Seattle Blending Facility Average Analysis: June 1 -30, 2014 Mill Certificate ID: 7-14 BSCM Chemical Analysis Total Alkalies as Equivalent Na20 1.98 % CaO Fly Ash * 11.3 % S03 Fly Ash ` 0.6 % S03 Slag " 4.7 % S Ion Slag " 3.1 % Physical Analysis Ground Granulated Blast Furnace Slag SAI, 28 Day"' 105 % Class/Type F Fly Ash Pozzolanic Acivitity Index, 28 Day 106 % LOI Fly Ash ' 0.13 % Autoclave Fly Ash ' 0.04 % Autoclave Slag " 0.00 % Fineness Retained 45, Fly Ash" 19.4 % Fineness Retained 45,Slag" 1.3 % Density 2.73 Mg/m3 Cementitious Blend Class/Type F Fly Ash Blend Percentage 50 % Ground Granulated Blast Furnace Slag Blend Percentage 50 % We hereby certify this blended SCM product meets the requirements of ASTM C-1697-10 SCMb-50S/50Fand CSA A-3000-08 BMb-50F/S. e Certified Monica Jones Technical Services Engineer Lafarge North America 7-14 Centralia Class/Type F Fly Ash Cert " SEA_NEWCEM_JUNE14 Ground Granulated Blast Furnace Slag Cert Lafarge Seattle Plant 5400 W Marginal Way SW Seattle,WA.98106 Phone:206-923-8025 National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities N'R.MCA THIS IS TO CERTIFY THAT Sumer Plant 1 Sumner W s s Coil ss Resources Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mzxed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures T <<,p c, L Signature of Licensed Professional Engineler 1118 ass�'� Eo 0.- October 10, 2013 December 04,,. 2015 Inspection Date Certification Expit•ation Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptlX„any deficiencies which develop. Signature of Company Official Title of&mpany"cial NOTICE:The Check List indicates only that plant facilities are satisfactory for the production of concrete when property operated. Confoirnance of the concrete itself with specification requirements must be verified by usual inspection methods In accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed,Concrete Production Facilities,CC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#: 813376 Certification ID#: 14,416 1965,1992,2001,2002,2006 National Ready Mixed Concrete Association 900 Spring Street a.;Sitver Spring.-.*Varyta d 20�3.4 CORLISS RESOURCES Since 1945 VW >c e t �I i�lhl�llR�, P r �ii� III CONDITIONS OF SALE CORLISS RESOURCES INC. will not be responsible for concrete strength test results unless the following conditions are met: 1. Sampling, making, curing and testing of compressive and flexural strength test specimens will be done in accordance with the American Society for Testing and Materials (ASTM)standards, latest revision. 2. All concrete tests will be performed ONLY by a technician who is currently certified ACI Concrete Field Testing Technician —Grade I. (ACI 301-96, Section 1.6.2) 3. The concrete cylinder and beam test specimens shall be initially cured on site in a temperature range between 60 and 80 degrees F for up to 48 hours after which time they shall be transported to the laboratory of record for final curing. Maximum-minimum thermometers shall be used to record the temperature range during initial curing. (ASTM C-31) 4. Compressive and flexural tests of concrete specimens shall be done in accordance with ASTM C-39 and ASTM C-78. Testing must be done by an agency experienced and qualified to do concrete testing. It is recommended that the agency be inspected on a regular basis by the "Cement and Concrete Reference Laboratory" of the National Bureau of Standards, and shall be required to show that any deficiency mentioned in the report of that inspection has been corrected. The testing agency will meet the requirements of ASTM Standard E-329, Standard Recommended Practice for INSPECTION AND TESTING AGENCIES FOR CONCRETE, STEEL AND BITUMOUS MATERIALS AS USED IN CONSTRUCTION. 5. CORLISS RESOURCES INC. reserves the right to observe sampling at the job site and testing at the laboratory. 6. Concrete test cylinder molds must be made of metal or plastic. Because of the many varied problems experienced with cardboard molds. CORLISS RESOURCES INC.will not be responsible in any way for test results of concrete molded in cylinders other than those made of metal or plastic. 7. CORLISS RESOURCES INC.will only be responsible for the physical test results of our concrete at the point of transfer from our ready mix truck to the concrete conveying and/or placement system. 8. Reports of all test results will be made to CORLISS RESOURCES INC. at the same time and manner as those made to the Architect/Engineer, Owner or Contractor. (ACI 301-96, Section1.5.2)