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07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 02 BA► s M .M 1r3 RG INCE vi{-Engineering & Surveying STA ,OF QUALIFICATIONS Prepared for: Santana Trucking July 2003 100 Front Street South Issaquah, WA 98027-3817 Phone: 425-392-0250 Fax- 425-391-3055 Saima&Holmberg Inc. Civil Engineering&Surveying Statement of Qua kWjons 87/15/2003 14:54 3913055 B4IM4 HOLmBERG INC PAGE 03 ` . � - ' STATON84T `~'��*� QUALIFICATIONS j"LE OF CONTENTS - ' � OVERVIEW......................... ............................ ................................. 1-1 � OURSERVICES...--'-�........................................---................. 1-1 ` - SITET... .................... .---- ............................... 1-2 ' ANALYSIS--. ............... 1-2 WATER & WASTEWATeR SYSTEMS............................................' 1-2 - MUNICIPAC '+-^-'-------.---------... 1-2 � - SURVEYING....... .-'..-'~,........................... ..................................... 1-2 EQU ,_,^__.___~_~.___.^_---------.----' 1-3 - FACILITIES....................'"...........................____............................1-3 ' - KEY ^ '^ ........ ................................................................ 1-4 � "LIST---.........................................2-1 - ' r�O��R0_Y � �X U� f����AVK��.-'..,-_----.-.----_-----'D-1 - � � ' ` ' - � � ` ` . ' ` ` � 07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 04 9aima 8 Holmberg Inc. Civil Engineering&Surveying Statement of QualfJFcations (Key Per"n0( *RU6d) BopnLe X fift!90 Position; prpC;Coordirtor Professior*l jtiWie": 8 y+e,ars Specialties: Cootrdirt6dMg Sub ftI,of Preliminary Applications • Coordithg Supixtai,of'Preliminary Plats • Coordir BourWa y-Une Adjustments • concurronoy cation • Water&�`Serwer1e0ers • Health,l)"rtmentAApproval Other_PeragMfl: , Our two Sitrvey,Pty Chime artd two Survey Technicians have a combined experience'of i ` 18 ye*s in the civil engineering and surveying field. 6aima& Hof t',coetr t vAth a Professional Engineer/Ph.D.lHydrologist specializing;W " site development, and water resource management. Nl:.8t8o omtraCt'vtlth two drafters with a combined experience of over 38 years. 1-6 07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 05 Baima &Holmberg Inc. Civil Engineering&Surveying Statement of Qaalficaws (Key PersarrrWiWxtirzu90) Michelle.H Position: EngW ring 7ach/Drafter Education: A A", 6611evuwCommunity College _ Professlorralif;f.�p�e�riencweir 14.years Specialties: • Base Maps • Site Planning. • utility Design • CAD Joseph E.,F Position: 5ngi'r►e ring TOWVDtafter Profession t,ti" enw 21 .Years Specialties: • Utilities • Topographic&,Boundary Mapping • CAD H. Dom fltaw tier' Position: Ei igir'#ring Toch/Draftr Professional ►lenq;4t 15 Years Specialties,- Grading • Utilities • Roa+� Laylt s CAD Kelly S. Jobac" Position SUntr y:Manager Registratjvrr. v+ear ia�;fring, Washington ProfessianN�t � ��: 1�years s All Phaqe� Topographic, and Construction Surveying • Constra Staldiv • As-Butlts t-5 07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 05 Baims&Holmberg Inc_ Civil Engineering a Surveying StstemeW of Qualffications KEY PERSOMWL Shuas HMI :P._: P_.6S_ Project,MaNggr/Engineer/Surveyor Position: Pi`i Presnt Education_ g` Civil Enoineeritig, San Jose State University Registration: PfctfeseionOI`,Eng'woeer, Washington Pi k." Lwnd Surveyor, Washington Professionattioodenc*�.' 34 Years Specialties: • Site:De mpn*nt_'Residential, Commercial, & Municipal • Street$�l oiler©es #i • Lan6,D 3pmenkJmJUding Drainage Design, Road Design, and Utility Design • Pubiic,Ih earings Thomas 1. e i .-_Q� Pg9 r1 gin r Position: DeWghll4nei k Education:. B,S.',':JbMl En4neering, University of Alaska R.S. rriiii ",t,iniversity of Alaska Professional 9*06t ilnw 'it'Years Specialties: • Dra�inagie;,l�dsigrt • Road Qesigo • Utility,inn • Site Deve!l oMe[nt J..M.a.3.R..V&rjd g Position: Pro 15ngine Education.: B A: r � Vl8tern Washington University Professional, * n":','2i fir$ Specialties, • Mapping • Legal Dftcriptms • Boundary ire Ad, ments • PlatrShvfk'Pws • Peer'Revtews • Road vacions 1-4 07!15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 07 Baima &Holmberg Inc. Civil Engineering &Surveying Statement Of Quatilrcaftns EQUIPMENT Our staff is suiPpo+t wi the-:latest available computers, software, and survey equipment tal' ,ko con ileta our projects in a timely manner, Baima & Holmberg ren*004 theli*efront of CAD and three-dimensional modeling technology. F >;data c ,be directly entered into our CAD drawing files. We have an axte i+ °:Troy 4,40f ware to assist in design calculations and drawing preparation. 3 i' ed�.lie".,components for our inventory are identified as follows: • Auto,CAD 2WOO�Vased Land Development Desktop 2i • Fully ! Work Cothputer Stations Running Windows 2000 V1 i XT SOeN*'Wth Daily Tape Backup • N6NOdW HP.1 i tjet Large Format color Plotter • N0wdf d 1A dkM,SLC 436 Large Format Color Scanner Tot4 . d,irl SWvey,�#.ttstruments with Electronic Data Collectors • Z-X#r G1 Poii inning System (GPS) • Thtbd lft&ta.V,ftnge Distance Meter FACl nvT s Baima & Holrn*9':lne, cWmntly leases office space in downtown Issaquah. Our location has,ttr 'trsof being centrally located and within short driving distances of`r 'fir b and public agencies in the central Puget Sound Area. This allib* to our projects and greater convenience for our clients. 1-3 07/15/2003 14;54 3913055 BAIMA HOLMBERG INC PAGE 08 Baima &Holmberg Inc. Civil Engineering&Surveying statement of QuOrpoetions SITE DEViirLOPA NT Complete,avtl "uWeficsg.end purveying services are available for individual sites, subdivisk)Mi.,rectoMonel''fa►cilities, and commerciallindustrial developments 'eirvioes{pirovidad during the application/review process phase include boundi0 ar�ci tdp raphic surveys, plats, drainage and floodplain studies, site gir9 and, iosie ► control plans, street and utility designs, water and wasted,sy ;J utility coordination- During the construction phase, construction s is av$ii Able. DRAINAGE COWRM LCODPL IN ANALYSIS Services iltrrfu maater*ainage planning for existing communities and new subdivisions,.rlebi'is fk q'alift, floodplain analysis, and design and preparation of plans and sh #&*"foudrainage improvement. WATER&IWA EWATSR SYSTEMS Services indu06,plannir40nddesign of distribution and collection systems. (MUNICIPAL itlF5 Baima &Ito offers platMvlew services, which would include the checking of plans, "orti8:0M*,.reports and other documents submitted to municipalities hoOr td val4ale their adherence to regulations and general practicality. SURVEYNG Surveying is m60,oftlen 6s,ba is for design and decision making. Our survey personnel are. ar�"0qu to perform a vast array of tasks using Global Positioning Sys as##as>conventional total stations with data collectors, including, bout'4d y sury"'s, improvement surveys, improvement location certrfrcates,tritlrrtriniutlrpls surface topographic surveys, and all types of construction*MM- 12 07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 09 - Baima&Holmberg Inc. Civil Engineering &Surveying Statem"of Que ficabons ,STA` J iI OF QUALIFICATIONS OVERVIEW Since our it fiioin'in 190, Bgirraa & Holmberg Inc. has been committed to providing the,hlg t qua*,civil engineering and land surveying services available in'the groa we area. Presently, th+*, ft,,co sislr6 of 14 highly specialized professionals, including two professional seers, erVineer in training, four engineering technicianstdrd#M, one ,Wo#eesional land surveyor, two registered surveyors in training, and;takW aurvey crews. In addition, the firm contracts with a professioraei�l r sp a iiki o in site development and water resource management,> .also ra`k",tj with additional drafters. Not only con ed to 94#th91he:flrm with the finest professionals available, Baima & Holnterg;,alto h6s anon-going commitment to provide its staff with state-of-the-alt>rtprnto ure its position at the forefront of civil engineering ant-Surveyi iechitiques in the region. Baima & Hai1mbft has aWesitablished working relationship with many local governmental'a rcies. 1 e are ever striving to provide our clients with well- balanced, trig*ity do n si�lutions at fair prices. We are committed to the service of our and 0crr community. OUR SEROCE3 Baima & Holn include surveying, design, and construction 2r+ilitlltis#ca;ltist fof ffte following projects or studies: • Municipal fj*&JRA reaaii4,,-h Fa3 dlities • Streets & Roadways • Commercial$ ►0avel+ m9rtts •Water Distribution Systems • Residents[ tsWl sio",' • Sanitary Sewer Systems • Storm Drair Analyst roe on Control a Stormwater Management Systems • Pedestrian&U�*Trails •Wetland Evaluations& Permits • Plats/Shatt,Rlits • Engineering Peer Reviews • Boundary Sums • Floodplain Analysis •Topographiw�Suways •Topographic Mapping •Control Ptai"nt.$urveys . Construction Services • Wetland'Ma'p it •ALTA Surveys 1-1 07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 10 Baima&Holmberg Inc. Civil Engineering&Surveying Statement of Quarfts ions PROJLCT'UST PROJECT m PR�a '�i;it�t?t`►01flON OWNER NAME COST Viewpointe Plat CD&P $6,000,000 Newcastle, VITA Cathy Young John Minden Easthill Youth 5pbftCompleX City of Kent Parks Dept. $5,300,000 Kent, WA I Perry Brooks Duberry I &11,2""Sobdividon Finkbeiner Development $5,200,000 Auburn, WA &Taylor Development Craig Sears Pearl Jones 145 01 Subdivisioh Finkbeiner Development $3,600,090 Covington,WA &Taylor Development Craig Sears Service Club-t4111 Fi81ds City of Kent Parks Dept. $2,000,000 Kent, WA Shane Gilbertson Sumner Industt'ii0'Pa* G&M Investments $2,000,000 Sumner,WA Mike Mastro Lake Meridian&Gary Grant Tq)ographicai and City of Kent $1,700,000 Boundary Survey' Phil Noppe Kent, WA Eagle Creek OpenSo"Pa*- City of Kent Parks Dept. $1,600,000 Kent WA Perry Brooks X-Park City of Kent Parks Dept. $1,600,000 Kent WA Perry Brooks Squak Mountain Survey King County Office of $1,500,000 Issaquah,WA Open Space Leslie Brown Canterbury.Park, City of Kent Parks Dept_ $1,200,000 Kent,WA Shane Gilbertson Barklay Woods Plat' Centex Homes $1,200,000 Maple Valley,WA" Foxbrier Plat Goldstar Properties $1,000,000 King County(KWOW Area) Dick van Der Peyl Ridge at WillowAok—; W 2 Not Finkbeiner Development $1,000,000 Holly Finkbeiner 2-1 07/15/2003 14:54 3913055 BAIMA HOLMBERG INC PAGE 11 Baima &Holmberg Inc. Civil Engineering&Surveying shale??e!>t 8f Qua9tf raftws PROJECT PR"C'1^!4ME;k�;?,l CATIQM OWNER NAME COST Country Club Mile"Plot Bill Goodwin $750,000 Kent, WA Randy Goodwin Outlook Park Plat Wellington-Morris Corp. $750,000 Issaquah,WA Greg Bahar Mack Park;$4,W Subdivision Finkbeiner Development $880,000 King County,WAS, &Bill Goodwin Green Meadow9'rooftha nes Margaret Vogel $500,000 King County(kont Area) Meridian Valley Realty Stillwater Sh&060.PIW Finkbeiner Development $500,000 Kent, WA Bill Finkbeiner, Jr. Crystal Heights'To*ntiomes New Concept Develop. $400,000 Renton,WA Fred Herber Foster Heights Phd! Happy Valley Land Co. $350,000 Tukwila, WA . Dick Schroeder Sanitary Sewer&-t r I5xteri*ns City of Bellevue $300,000 1841"Ave.SE'Send"w,WA Josh Stewart Bothell High SChgot Northshore School Dist. $125,000 Bothell, WA Johnny Burrow Kent Kangiey—Cnrletizadon Kent School District $100,000 Kent,WA Fred Long Building Expartstom Friends of Youth 50,000 Issaquah,WA Civil for Clyde Hittllt m ry Bellevue School Dist 405 $5,500 Bellevue, WA Roger Richert Road Topo Sammamish Plateau $5,000 Issaquah,WA Sewer&Water District Lisa Tobin ALTA Survey;Nye P1ezi�Shopptng Center National Mortgage Co- $5,000 Seattle,WA Judi Smith ALTA Survey for. y*s Grote National Mortgage Co- $5,000 Bellevue,WA - Judi Smith Campus Renovabofo*w RobOiwood facility Bellevue School Dist 405 $3,700 Bellevue, WA Roger Richert Civil for Belkwici fit tIOMentary Scl 001 Bellevue School Dist 405 $3,700 Bellevue,I NA Roger Richert 2-2 SANTANA TRUCKING & EXCAVATING, INC. SWPP PLAN / TESC PLAN CITY OF RENTON NE 10TH ST/ANACORTES AVE NE DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT JULY 2003 PROJECT OVERVIEW Project Description The project site covers segments of 5 different streets and an approx. 1.7-acre field covered with vegetation. The 5 streets are Whitman Ct NE,NE 11 th Street, Anacortes Avenue NE,NE 1 Oth Place, and NE 1 Oth Street. The topography of the site is generally flat with a slight slope. The site is surrounded by residential development. The proposed project involves excavation and construction of an approximately 1.7 acre- foot detention pond, approximately 2,800 LF of new 30-inch, and 12-inch stormwater pipeline, 24 Type 2 Catch Basins, 20 Type 1 Catch Basins, connect to the existing stormwater system, disposal of excess and unsuitable material, asphalt patch, sidewalk, curb and gutter repair, and cleanup and restoration. Site Conditions The soils encountered in most parts of the Project site were primarily fill from previous construction activities and, where undisturbed, dense to very dense glacial deposits (Vashon till) consisting of a mixture of sand, gravel, silt, and cobbles in various proportions. Except for the area near Sunset Boulevard, perched groundwater was not encountered in any of the test borings. However, based on knowledge of glacial till characteristics, it is possible that local pockets of perched groundwater may exist in or above the top of the till surface. Precipitation SEATTLE TCOMA WSCMO AP,WASHINGTON (457473) Period of Record Monthly Climate Summary Period of Record : 7/23/1931 to 12/31/2002 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Average Max. 44.8 48.9 52.1 57.4 64.1 69.3 75.0 74.7 69.4 59.3 50.5 45.4 59.2 Temperature(F) Average Min. 34.9 36.6 38.0 41.2 46.4 51.2 54.5 54.8 51.3 45.3 39.6 35.9 44.1 Temperature(F) Average Total 5.70 4.17 3.72 2.56 1.67 1.47 0.79 1.09 1.73 3.41 6.01 5.85 38.18 Precipitation(in.) Average Total 5.1 1.7 1.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.8 2.6 11.7 SnowFall(in.) Average Snow Depth 0 0 0 0 0 0 0 0 0 0 0 0 0 (in.) Work to be performed is scheduled between the months of July and November. Overall Erosion Potential Assessment The potential for erosion to damage this project, surrounding properties and the environment is low. This erosion potential was determined based on the Geotechnical Report by CH2M Hill (dated April 1997),the timing of work to be performed, and the amount of disturbed soils. TESC MINIMUM REQUIREMENTS Minimum Requirement#1 - Stabilization and Sediment Trapping All exposed and unworked soils shall be stabilized by suitable and timely applications of BMPs. Design BMPs addressing the stabilization and sediment trapping minimum requirement include integrating existing contours and minimizing slope angles. Procedural BMPs include maximum time limit requirements for leaving soils exposed. In western Washington: From October 1 to April 30, no soils shall remain unstabilized for more than two days and from May 1 to September 30, no soils shall remain unstabilized for more than seven days. The physical BMPs selected for this project to address stabilization and sediment- trapping requirements are shown on the site plans and include the following: Stabilization • Preserving Vegetation • Permanent Seeding and Planting • Sodding • Topsoiling • Erosion Control Blanket • Plastic Covering Sediment Trapping • Filter Fence • Storm Drain Inlet Protection • Surface Roughening • Outlet Protection Minimum Requirement#2 -Delineate Clearing and Easement Limits Existing vegetation(trees,bushes, shrubs, grasses) shall be preserved when removal is not necessary for the construction of the project. The Contractor is required to survey, stake, and flag the clearing limits shown in the Plans and/or areas not to be disturbed including easements, setbacks, sensitive and critical areas and their buffers, and drainage courses before any clearing or grubbing can begin. The physical BMPs to satisfy clearing and easement limits include: • Preserving Natural Vegetation • Buffer Zones • Plastic or Metal Fence • Stake or Wire Fence Minimum Requirement#3 -Protection of Adjacent Properties Properties adjacent to the project site shall be fully protected from erosion and sediment deposition. The physical BMPs selected to protect adjacent properties include the following: • Filter Fence • Preserving Natural Vegetation • Staking • Provide Street Cleaning Minimum Requirement#4 - Timing and Stabilization for Sediment Trapping Measures Install perimeter control BMPs prior to grading. Use physical BMPs associated with Minimum Requirement#1. Minimum Requirement #5—Cut and Fill Slopes Integrate existing land contours; minimize slope angle and length. Physical BMPs for Min Req#5 will be associated with Minimum Requirement#1. Minimum Requirement#6—Controlling Off-Site Erosion Properties and waterways downstream from the project shall be protected from erosion by preventing increases in volume, velocity and peak flow rates. Increases in storm water volumes will be minimized by preserving vegetation,track walking exposed slopes, and by applying erosion control blankets, catch basin filters and topsoil. Physical BMPs that will be used to prevent offsite erosion include: • Preserving Vegetation • Buffer Zone • Vegetated Strip • Permanent Sediment Pond • Surface Roughening • Inlet Protection Minimum Requirement#7—Stabilization of Temporary Conveyance Channels and Outlets Install stable conveyances to direct runoff to detention facilities as areas are cleared. Physical BMPs that will be used to stabilize channels and outlets include the following: • Sodding • Outlet Protection • Rip Rap Minimum Requirement#8—Storm Drain Inlet Protection Require physical inlet protection BMPs. Physical BMPs used will be storm drain inlet protection. Minimum Requirement#9—Underground Utility Construction Do not open more than 500 feet of trench at one time. When feasible, place excavated materials on uphill side of trench consistent with safety and space considerations. If water is turbid, all de-watering devices shall discharge into a sediment trap or sediment pond. Minimum Requirement#10—Construction Access Routes Tracking of sediment onto paved roads will be minimized. All traffic on and off the site will be restricted to stabilized construction entrances. Traffic within the site will also be limited to stabilized construction roads and existing pavement. If any sediment is transported onto a road surface,the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping. Physical BMPs that will be used at the site are shown on the site drawings and include the following. • Stabilized Construction Entrance • Construction Road Stabilization Minimum Requirement#11 —Removal of Temporary BMPs All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or when the Engineer determines that the temporary BMP is no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. Minimum Requirement#12—Dewatering Construction Sites Require dewatering to discharge water in a manner that does not impact receiving waters. Infiltrate whenever possible. If it meets State Water Quality Standards, it may be routed directly offsite. If the turbidity is similar to the site stormwater, it may be treated using the same detention and treatment facilities as onsite stormwater. Physical BMPs used to treat dewatering water include: • Catch Basin Filters • Sediment Pond • Sediment Trap • Vegetated Strip Minimum Requirement#13 —Maintenance All temporary and permanent erosion control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. The Erosion Control lead will inspect all BMPs weekly and daily during runoff producing rain events. Maintenance activities will be completed within 24 hours of the inspection. An inspection and maintenance report will be prepared following each inspection. Specific maintenance requirement for each BMP will be performed according to WSDOT's standard specifications associated with each BMP and the maintenance guidelines in the Highway Runoff Manual. The erosion control lead will visually check site discharge during each inspection. If any turbid discharges are observed, the chief inspector or project engineer will be notified immediately and corrective actions will be prescribed. Whenever a site-inspection reveals that a BMP is inadequate to prevent erosion or sediment discharge, the Contractor and WSDOT shall jointly modify the TESC plan. SCHEDULE The following is a general schedule guideline for implementing TESC BMPs during construction of this project. 1). Prior to any site work, WSDOT will verify the following: • The point(s) at which concentrated site runoff leaves the project boundary and/or enters surface water resources. • Background conditions and downstream compliance points for water quality. • Locations where off-site stormwater can enter the project so that it can be diverted around the site (if applicable). • Clearing limits 2). Prior to any soil disturbing activities the contractor shall install: • Storm drain inlet protection BMPs • Perimeter control BMPs (construction entrances, silt fences, clearing limit fences). 3). Clearing and grading of the site will be phased such that runoff from exposed areas will flow through stabilized conveyances to functioning sediment control BMPs. 4). Only after TESC measures for each phase of construction are in place,will major construction excavation begin. 5). Additional erosion and sedimentation control facilities will be installed as needed throughout construction. 6). BMPs will be maintained as necessary. 7). Replace temporary BMPs with permanent BMPs as construction allows. 8). Once all permanent construction is completed, and permanent BMPs functioning properly,the remaining TESC facilities will be removed within 30 days and their locations stabilized. old SANTANA TRUCKING & EXCAVATING, INC. SPILL PREVENTION, CONTROL AND COUNTERMEASURES PLAN JULY 3,2003 SPILL CONTAINMENT & CONTROL PLAN INTRODUCTION This Spill Prevention Control & Countermeasures (SPCC) Plan has been prepared by SANTANA TRUCKING& EXCAVATING, INC. Federal regulations governing the requirement of fixed facility SPCC plans are found under 40 Code of Federal Regulations(CFR) 110 and 40 CFR 112. The State regulations regarding fixed facility SPCC are found under Washington Administrative Code (WAC) 173 — 1818. These regulations were used as guidelines for the development of this plan. SITE INFORMATION Name of Project City of Renton—NE I Oth St/Anacortes Ave NE Detention Pond and Storm System Improvement Type of Project Storm System Improvement Project Location City of Renton—NE I Oth St/Anacortes Ave NE Site Plan Summary of • Known Site Contamination Related Sources: Potential Spill - Asphalt Concrete Pavement Sources • Equipment&Materials brought on site: - 416 backhoe, 315 excavator,200 excavat bobcat, dozer, asphalt grinder. - Gasoline, diesel,hydraulic fluid,and lube Oils. - Vehicle and equipment storage areas (see plan). - Equipment will be service by a mobile service truck. (There will be no fuel storage tanks on site). • Unknown Conditions: - Groundwater - Underground pipelines - Contaminated Soil Primary Contractor: Santana Trucking&Excavating,Inc. Contractor Personnel Name: Keggen Thompson Responsible for Spill: Alternate Contact: Mark Carter 206-730-4752 Phone#: 425-868-1111 Cell#: 425-864-0647 SITE DESCRIPTION The project site covers segments of 5 different streets and an approx. 1.1-acre field covered with vegetation. The 5 streets are Whitman Ct NE,NE 11th Street, Anacortes Avenue NE,NE 10`h Place, and NE 10th Street. The topography of the site is generally flat with a slight slope. The site is surrounded by residential development. • A mobile service truck will perform Santana Trucking&Excavating, Inc. equipment maintenance, refueling, and cleaning activities. Santana has no plans of storing hazardous materials on site. SPILL PREVENTION AND CONTAINMENT Contaminated Soil Contaminated soil encountered during excavation and trenching activities will be contained by constructing a soil berm around the contaminated soil. The soil will be placed on a plastic liner and covered with plastic at the end of each workday. A soil berm or hay bales will be used to contain the stockpile and prevent migration of contaminated liquids. Equipment Staging Area. An equipment leak from a fuel tank, equipment seal, or hydraulic line will be contained within a spill pad placed beneath potential leak sources. An undetected leak from parked equipment will be contained within the equipment staging area by removing the soil to a drum using a shovel or by installing a temporary berm. All catch basins in this area will have proper inlet protection. Fuel Staging Area. A spill during fueling operations will be contained within a spill pallet for small container handling, or secondary containment berms in the bulk fuel storage areas. The transfer of fuel into portable equipment will be performed using a funnel and/or hand pump, near the fueling area for easy access. The spill response kit will include plastic sheeting,tarps, overpack drums, kitty litter, and shovels. Unknown soil and groundwater contamination. Contaminated soil encountered during drilling and trenching will be placed on a plastic liner and contained within a soil berm or with hay bales. The stockpile will be covered with plastic at the end of each workday. Unknown storage tanks. All excavation activities will be carefully performed by an experienced backhoe operator. If a leaking or severed underground pipeline is encountered,the leaking material will be contained within the excavation. Our"person in charge" will implement spill response measures as appropriate. Underground pipelines. If a leaking or severed underground pipeline is encountered,the leaking material will be contained within the excavation. Our"person in charge"will implement spill response measures as appropriate. SPILL RESPONSE Santana Trucking& Excavating, Inc. realizes the importance of immediate response to any spills of regulated materials. As such, we recognize that the elements of Spill Response, and train our personnel and sub-contractors on the appropriate actions that must be taken and information that must be communicated to the"person in charge." A detailed spill response plan has been developed for each potential spill source identified for the site. Potential Spill Source 1: Spill or Release of a Known Hazardous Substance (diesel fuel, hydraulic fluid,lube oils) Spill Type: diesel fuel, hydraulic fluid, lube oils Spill Response Equipment: appropriate PPE (fuel resistant gloves, eye protection), sorbent pads, kitty litter, 30-gallon plastic bags, "non-sparking" shovel, plastic sheeting, and on 55-gallon open top drum. Spill Response Equipment Location: Spill Kit No. 1 located at the equipment and material storage area. Spill Response Procedures: In case of a release or spill in the Fueling Area, the following spill response procedures will be conducted: 1. Stop operations immediately. 2. Notify the "person-in-charge" for the project. 3. Assess the hazard. If the spill cannot be safely and effectively controlled, direct safe evacuation of the area, and notify outside response services. Implement EAP as appropriate. 4. If the spill is "incidental" and can be safely and effectively controlled by contractor personnel, then: Secure the area. Obtain appropriate spill response equipment and personal protective equipment. Identify the source of the release. Determine the origin of the release. Is the release from a leaking fuel tank? A ruptured hydraulic hose? An overfilled fuel tank? Shut off source/shut off equipment. If the release occurred as a result of fueling operations, turn off the fuel source. If the release occurred due to faulty equipment, make sure equipment is turned off. Contain the spill. Contain the spill using appropriate spill response equipment provided in the on-site spill response kit. Protect sensitive areas. Catch basins that are identified in the vicinity of the fueling/spill areas. Install drain protectors at the catch basins if they are not already installed. 5. Cleanup spill. The fuel staging area is not paved therefore any spills or releases in this area will contaminate surface soil. Once the source and the spill have been contained,remove visibly contaminated surface soil (wet, stained, and/or odorous) with a shovel (found in the spill response kit). Depending on the volume, removed soil is to be placed in either a labeled drum, or in a stockpile. If removed soil is to be placed in a stockpile, the stockpile must be placed on and covered with plastic (visqueen). Sandbags will be used to anchor the plastic sheeting down. 6. The"person-in-charge"will notify the appropriate local, state, and/or federal agencies. Possible Spill Source 2: Spill or Release Discovered On-site (Unknown contamination encountered on site) Spill Type: Unknown soil and groundwater contamination, underground storage tanks and pipelines. Spill Response Procedures: In the case of a release or spill discovered on site,the following spill response will be conducted: 1. Stop operations immediately. 2. Notify the"person-in-charge" for the project. 3. If contaminated soil is encountered during excavation and trenching will be placed on a plastic liner and contained within a soil berm or with hay bales. The stockpile will be covered with plastic at the end of each workday. If underground storage tanks or underground pipelines are encountered, the leaking material will be contained within the excavation. "Person-in-charge" investigates spill or release, and determines whether the EAP should be implemented. If necessary, the"person-in-charge"contacts a qualified emergency response contractor/environmental consultant to properly characterize the "unknown" contamination to determine whether the unknown spilled substance is hazardous. If the unknown substance is found to be hazardous,then an emergency response is warranted and the contractor must contact a trained and qualified emergency response contractor to handle the spill or release. 4. If the released substance is not hazardous then the "person-in-charge"must determine whether the release or spill is"incidental." If the release or spill is determined to be "incidental", then the contractor will perform the source-specific spill response procedures outlined in the project SPCC plan. If the spill is not considered an "incidental" spill,then the "person-in-charge"must contact a trained and qualified emergency response contractor to handle the spill or release. 5. "Person-in-charge" reports incident to proper local, state, and federal authorities. STANDBY, ONSITE,MATERIAL AND EQUIPMENT Heavy equipment brought on site will include backhoes, track excavators, bulldozers, support trucks, and pickup trucks. Smaller portable equipment brought on site includes generators, pumps, and pipe saws. All equipment will be stored in a secured equipment parking area. Spill kits will be onsite located in the secured equipment parking area. REPORTING The "Person-in-Charge" will contact regulatory agencies regarding spill response activities. We will work with the WSDOT Project Engineer to ensure the proper information and data is collected, so that it can accurately be communicated to the appropriate agencies. An overview of the reporting requirements is provided below as a reference. Federal Reporting Requirements - Any spill of oil, which 1)violates water quality standards, 2) produces a"sheen" on a surface water, or 3) causes a sludge or emulsion must be reported immediately by telephone to the National Response Center Hotline at (800) 424- 8802. - Any oil, hazardous substance, or hazardous waste release which exceeds a reportable quantity must be reported immediately by telephone to the National Response Center Hotline at(800) 424-8802. - Any emergency event that requires activation of the SPCC plan or a fire, explosion or spill of any amount that reaches navigable waters of the United States, must be reported in writing to the USEPA Regional Administrator within fifteen(15) days. - If a discharge of more than 1,000 gallons of oil reaches waters of the U.S., or if two spill events, reportable under the Federal Water Pollution Control Act, occur within any 12-month period, a report must be submitted in writing to the USEPA Regional Administrator within 60 days. Washington State Reporting Requirements Any spill of oil or hazardous substance to waters of the state must be reported immediately by telephone to the Washington State Emergency Management Division at(800) 258-5990. Any release of a hazardous substance that may be a threat to human health or the environment must be reported to the Washington State Department of Ecology, Toxics Cleanup Program immediately, but no longer than 90 days of discovery. Any release from a UST that may be a threat to human health or the environment must be reported to the Washington State Department of Ecology, Toxics Cleanup Program within 24 hours of the release. Local Reporting Requirements • In the event of a fire and/or explosion, contact the City of Renton fire and police departments • If a spill enters the storm drainage system, contact the City of Renton Public Works Department. • If a spill cannot be safely and effectively contained and controlled, the designated spill cleanup contractor will be contacted. WSDOT Reporting Requirements Santana Trucking& Excavating, Inc. recognizes the reporting requirements WSDOT requires of us. We understand this reporting requirements to include: • All leaks, spills, and other incidents - Subcontractors must report to the Santana Trucking & Excavating, Inc. "person- in-charge." - Santana Trucking &Excavating, Inc. must report to the regulatory agencies and the WSDOT Project Engineer. • Santana Trucking & Excavating, Inc. and WSDOT Project Engineer will determine the manner and time frame in which the contractor will report spills to the Project Office. Use of the Incident Report is recommended to gather data for submission of spill reports to reporting agencies and WSDOT SPCC Plan Reporting Report All Spills Regardless of Size Report to ``Person In Charge' Record Incidence/Response Evaluate Need to Report Spill to Water Spill to Soil Report to Report to National Response Center Washington State Department 1-800-424-8802 of Ecology T'oxics Cleanup Program Report to 1-360-407-7170 Washington State Emergency Management Division 1-800-258-5990 PROGRAM MANAGEMENT The management of the implementation of this SPCC plan is the responsibility of Santana Trucking& Excavating, Inc. "person in charge." As such,we recognize that periodic review of material and equipment storage practices and equipment integrity and supplies is important to our success in implementing this SPCC plan. Also, we recognize the importance of a secured facility to protect against accidents and vandalism that may result in a spill of material that threatens human health or the environment. Our procedures to address these issues are provided below. • Site Inspections. Daily site inspections are conducted in the mornings to ensure that spill controls are in place and remain effective. Santana Trucking& Excavating, Inc. will conduct inspections at the site at least weekly, or more often as required (during or after more than 0.5-inch of rainfall). • Site Security. Staging, equipment, and material storage areas for the project are located in a fenced area. The fence and all heavy equipment are locked at the end of each workday. Only authorized personnel are permitted onto the project site. • Personnel Training. Santana Trucking& Excavating, Inc. employees will be trained on the contents of this SPCC plan including spill source and receptor recognition, spill prevention planning, spill prevention techniques, spill response measures, and spill reporting protocol. • Responsibilities of On-site Personnel. All personnel have responsibility for spill prevention. Any Santana Trucking& Excavating, Inc. or subcontractor employee who notices a leak will respond as appropriate based on their training, or if a spill has occurred,they will assume a defensive posture by avoiding the area and immediately notifying the "person in charge." • Person-in-Charge. The designated person responsible for assessing spills, implementing this SPCC plan, and contacting regulatory agencies is: Keggen Thompson of Santana Trucking&Excavating, Inc. His alternate is Mark Carter. • Emergency Services. The local fire department is responsible for emergency containment procedures when called to the site. The fire department takes measures necessary to prevent fire and explosion, and to protect people and property in the event of a fire or explosion. • Spill Response Contractor. The spill response contractor is responsible for cleanup activities required as a result of spills or leaks when Santana Trucking& Excavating, Inc. does not have the training, equipment, or materials to cleanup spills. T z--- _ _ram=�5-_ .�_� - - _ --9 I- --- -- -- - - ID Task Name Duration Start Finish JS ul 20 M3 T W T F S JS 27 M3 T W T F S AS 3 M3 T W T F S S 1003 T W T F - ----- -- _ I I I 1 I Mobilization 3 days Mon 7/21/03 Wed 7/23/03 Mobilization 2 i Survey&Layout 3 days Mon 7/21/03 Wed 7/23/03 — Survey&Layout � I 3 ( Erosion Control 3 days Thu 7/24/03 Mon 7/28/03 Erosion Control 4 Plug large culverts/install CB. 2 days Tue 7/29/03 Wed 7/30/03 Plug large culverts/install CB40&41 w/30if of 30" 5� Storm System for Apartments 3 days Thu 7/31/03 Mon 8/4/03 Storm System for Apartments 8 I Storm/Sewer for 10th/Anacorl 59 days Tue 8/5/03 Mon 10/27/03 31 . Clearing&Grubbing 2 days Fri 7/25/03 Mon 7/28/03 Clearing&Grubbing 32 Pond Excavation/Construction 19 days Tue 7/29/03 Fri 8/22/03 33 Landscaping 5 days Mon 8/25/03 Fri 8/29/03 34 Fencing 3 days Tue 912/03 Thu 9/4/03 35 i:a" Testing 59 days Tue 8/5/03 Mon 10/27/03 - 36 rA Paving/hardscape 61 days Tue 8/5/03 Wed 10/29/03 37 �� As Builts/Clean up 6 days Thu 10/30/03 Thu 11/6/03 38 Close Out 2 days Fri 11/7/03 Mon 11/10/03 ,4f I Task Summary Rolled Up Progress Project Summary Project: NE 10th St/Anacortes Ave De Progress Rolled Up Task Split Group By Summary Date:Wed 7/9/03 M.;!estone . Rolled U Milestone < r ----_ -- -. ,.,,,,,.., p �:dernal Tasks Page 1 Y -T ___LAug 17, '03 Aug 24 '03 Aug 31,'03 _ Sep 7 '03 _ _L_Sep_14,'03_ Sep 21,'03__ _ Sep 28,'0 I _S I S M T _' W - T F._ S S _ M _ T ;_W I T- F.._L J M i T WJ T TS L_S L M_i T L L T L F S S M J T 1 W T __F_ S j S M _T j W_ T F S S j M I j i vation/Construction Fencing I Task Summary Rolled Up Progress Project Summary Project: NE 10th St/Anacortes Ave De U Rolled Progress S Date:Wed 7/9/03 9 p Task Split Group By Summary Milestone ® Rolled Up Milestone O External Tasks Page 2 _ 1 Oct 12,'03_ Oct 19,'03 _ Oct 26,'03 --- --- -- Oct 5,'03 —!— -- — ---T-- _ I Nov 2, '03 --�-N�ov 9,'03 _ M--1_T L_W LT-TF S J S�I M I T T W T_�_ F S S M L T ? W I T- F -S J—S�LM—L_T_J_W_ l F S,S�M L T 1 W LT i F S f J -m—L Storm/Sewer for 10th/Anacortes Testing Paving/hardscape As Builts/Clean up Close Out Task Rolled Up Progress Project Summary Project: NE 10th St/Anacortes Ave De Progress Rolled Up Task Date:Wed 7/9/03 Slit �� p Group By Summary Milestone Rolled Up Milestone O External Tas,c3 Page 3 IVO� ------------ 12j JS� la-3 16 4324 NE 11H 440 NE I ITH ST CATC WAX A& Aftgle- ~7f v 44W e~lwp COI#AW C�TCH"13AjN 'r— ATC FILTER, TYP 1 1 1 1.��I 4�01 1, 4117 r :3.L) 4325 4401 4,iex --j L -JL lemorle- .4-// eflWIAOMI- *,ro(oweerAll 7-7.- Ln Are-p— verce- lion/ C vma Ce �AC " -, \ e' H BASIN 1801 FI�TER, TYO L j <1 1060 1059 ILI 105's -------- J 4224 —J 43 RM r CID 4308 CT E IL 1324 ' I _-- --- __ AX7MR-5 OW77 - _ I -,� 0^---�- 4M' is eol%046w Rif -IJ I . .... J jill 4 1 1 '1-53 4301 II 1307 4317 F- 4326 4- L R, TYF�w-/ MIX rl 4224 II _. . _.J-II--- - I � I' I I ' � I—_— II--- I�_--�� I 1 jr— L / ��� . 4232 J I 4:508 4516 CA 4 43, L NE im STI 4420 NE SE 11 CT ——--—-- IF IN LEGEND PLAN FILTER, T CATCH WYP SCALE.- 1"=5O� CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: S a n t a n a Trucking & Exc . , Inc.. AppL. DATE: 7/14/0 3 ADDRESS. 23316 Red-Fall City Rd, #6 4 7 .PERMIT #: Redmond , WA 98053 PHONE #; �25) 868-1111 CONSTRUCTION.gpPDENT: Mark Carter Mos./CSL. #: 0 6) 7 3 0-4 7 5 2 LOCATION- loth/Anacortes N/E�T OF: SR900 FAX #: � 25) 868-1611 PROAWT WORK TIME M-F. 7 : 00am - 5 :OOpm APPROVED BY: JL4 G. �+�FSCpu�✓6� TORS DATE: July - November APPROVAL DATE: O7- 1 e>-03 NOTES: 1) CALL 911 (USING LOCAL:.PHONE) OR (253) 854-2005 (USING CEIL PHONE), FIRE do POLICE DEPARTMENTS BEFORE ANY CIASURL 2) CAIL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT MAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND s0 11alUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITPED AT LEAST TERSE (s) yroRMG DAYS PRIOR TO TORE. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT TORE SITE DURING WORK HOURS. H NA.ia A W tL z � A. C.E c.-tl rf u L. oN t2 DEVLOU3. MUTGp G1 bNY vE T TO Be LS D FOR Ua6RC \fj%"10 T'NC- c1Z (_ rK tGt+C OF VtA _ r1usT DtF>Mb�( A C-oMPA Z"( `-GCS(ALLY 316�,5 SHO%U1N61 A COMP^x:Y NXNke^D 6vD TEIEPNONE 1JuM /WS��` �c SPlc�wv5 1"C THE VEHICLE Ord >rUcj \pSEET 1Jj S ff DOAM f V11 NORTH r—1 `-jL7 . ,, rto �c osEp RO ,%f .-,,(w\.• r-,� ,, f ,..�� �-, n_, SEE OEfAlG f r �( ti FOR P�NOkq 11JoTlCE DR�oR Tb _ L__ FRO SEi^^, C�0 FE- Gl•OSIbCa 6HA�-�.BE T--—-—- -—-—-—-—- �_1 I �u�Tw TI rL-E IX, -- ,. C HA.P TE.R 9 0 F ,r ,, '" r�r �n ` l 1 THE GT`( Go DEl . J— Jj� 11 l � II L_l-j L__—J --- I J n 1 cn S� A4TAlL Z �t0 Ccefll/ pFFyE COPY T-552 I have been informed of m onsibilities for traffic control and coaTRACTOR agree to comply wi t a c regulations of th Ci of Renton. 04SKCTOR �r wArrs/ SIGNATURE: �'�- DATE: PWCE l oYD E DRIDC�E ,/U GRAY I, / (/'. representing C "lti A agree to comply with all traffic regulations of the City of Renton. I shall 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. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my 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. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME:J91 0, 1�_IVZ4_1 D.O.B.: ;z OZ &-.5- SS#: HOME ADDRESS: d L(Z Z S r /'¢"S� S WORK ADDRESS: /D AWA<A 0,T—'C—'9 WORK PHONE42 S O log" 1II1 HOME PHONE: *?, COLOR EYES:(k1'3 WEIGHT: t/95' HEIGHT:-� COLOR HAIR: 6ati. WASHINGTON STATE DRIVERS LICENSE NUMBER: 64-a r---A /4-¢0 C 6 CATraffic OperationsUCPTiines 36 31 South Po 32 Z, aQT11 Sr 3 34 I ,9 ®i 1 V colemo T 3 O,�c C S Point £ O wY E T 24 W _ z ►£ 27TH � L � L� L r J r 1 r 0 1 s 4 r I _ t y 1 NE i ST z' �' I BL � >� n` � 5 RpyrpN_� rJ NE 12M ST I �^ . I ow m o Z RENT i i_r r z® NE 10TH sT 1 2 W w _ I KING COLIN 4TH =r PROJ s s I ' SITE z p e 3 --- NE 4TH. ST - o - SE 128TH IST 133FMT S32NO ST. AI AY I V L f 1 r--- u w I r N NVE L W I 4 � I I i WK S N 1 S 3R 17 L 16 o � 15 m n �T r10 SW 7TH y S 7n4 SE 42ND Si D1OR WAY SM G 24 LOCATION MAP sw m ST 19 2, 1/2 1 1/2 22 ,« © Scale In Miles .x WOR ARE/ NOTES DETOUR- _ Up 1. Regulatory traffic control devices to be modified M4-8 _ CI�sCD as needed for the duration of the detour. i •I * x RI 1-2 M3-4 2 Flashin wornin II hts (T sholl WEST . be usedgta mark gbar�icadesyot nlghtTas)needed. 3. Detour trollblozers sholl be Installed as necessary x RDAD throughout detour route. CLOSEO {. AHEAD ,1� L--_ W20-3 T, V�7OVf f1 wf ROAD CLOSED J e. xx MILES �& M6-3 a I__- LOCAL TRAFFIC ONLY R11-3o TOUR M4-IOL ♦ SIGN SPACING TABLE Speed X NOTEt DETOUR M4-8 45/50 MPH 500'± Signing shown for I N WEST M3-4 35/40 MPH 350't one direction only. 25/30 MPH 200't x aMG-1 (L) DETOUR AHEAD DETOUR M4-8 FOR U.®CAL W20-2 llazmcly Q�ZE i t WEST M3-4 RAFFIC CONTROL PLAN r.a�wta nn4 OtrAT["a 74ANOWnna LEGEND ati+n.,r.wuaYe+ M5-I(L) ® Type 11I Barricade �� � � ADOFM Typical application - Roadway closed beyond detour point .,� . CrrY OF RMMNStindadPiw �+ UADate IWW1995 Plan No x 43 sp PAu K003 ' NOTES EHo pA- I. Floodlights shoII be provided to mark flogger stations at night. Ro.D roan oo� 2. If entire work area is visible from ono station, one flogger•moy 020-2a ` �' be used, otherwise two floggers and signing will be required each direction. 3. Sign sequence Is the some for both diragtlons of travel. p0 4. See Buffer Data Table. Use of buffer vehicle Is recommended. It may be a work vehicle. If buffer vehicle Is used, minimum x° from end of taper to work area sholI bu total of R" (roll ahead y� distence) plus length of vehicle, plus"B" (buffer space). If buffer ° vehicle Is not used, minimum distance shot be "B". e Kt ° S. Steady burning worning lights (Type C, MUTCO) should be used to mark chonnellzing devices at night as needed. ti0 �Q� "No' 6. Either reverse cone toper or sign G20-2o may be used to show and �a \ e of work area. y ho 'b 0 / W20-T 0 BUFFER DATA ►RtBE Buffer Space • TO Speed (MPH) 25 1 30 1 35 1 40 AS SO STOP (0 t 1 ona I) W20-Tb p 8 (FT1 . SS 85 120 170 220 280 (opt Iona ) Buffer Vehicle Roll Ahead Olstonce ONE LANE CHkNNEUZINC 4 Yard Dum Truck Stationar p DEVICE SPACING (FT) •� k HEAD 24,000 Les Operation MPH Toper Ton gent �J��� W20"4 R (FT) too 35/50 30 6o \ 25/30 20 40 (optional) Z__ROAD WORK SIGN SPACING TABLE AHEAD LEGEND Speed X \ W20-1 can ChonnellElnq Devices 45/50 MPH 500'} X— Flogger 35/40 MPH 350't 8 Type A Floshing Warning Light 25/30 MPH 200'S TRAFFIC CONTROL PLAN VASNINOTON 11Tstt ocrOL"o ,unerT a TRAXIMItTta Typical appllcotion of traffic control devices on ADOPTED a two-lane highway where one lane Is closed and CITY OPAHNTON flogging Is provided. , Standard Plans Last Data 10/20/1995 Plan NoK.0 sPPAOsKO02 • ! !� �LlZ�rld� /"�f{/(� i� I- - � �� I �I �--� i� �'i I�� i �r i I r J i I�` J `� - r--------------------------- 43t)E I L4316 I 4324 L IV T NEn Tr1 ST 5T t I t J Will% 7 •c �/� ee�tA�7 CO�/ l� T�Yp , t ;,�I I �� 430,� 430911I 4317 -ll� 4325. I 4M,311 4401 4. e v F �r4 ►I L—_ �'I ►� I I r'—.� ---� L f! s R�r�' re i /asGf i JIB J �I I j IcP�/+IOVG .Z�/ /.•�.r! .e.r.�..us�tr�4/ __�—__`_ ' % � � f —� "'I �-� ' u ml S1Wlt� !.� �oo.�.� .vca a..cc �10i►� .j �` ���` ti io6�s 1 j � T - I `I �pl BA�N � � t_ ' TCH 1060 `•1059 Fj , 7 L_ 2 --- -- - -------------- ,r 1058 --------�—--�-- L 1 _ t ' 4215 II'- 42 2 +�r- J 4232 4 4300J 430E I t I - -- �I � 4324 1m PL ---�_ :' ---- �j�(Iks !11(�41 L ------ - _ ! f I Aw'dis is coiY/cE7e �—-- If 421—J 4307 1; 4<'25 i I 42-3 4301 I ,I U (- 4317 -I 4325 1- f ;I r iL— -AL._—JIB_—_; L--J1' n IL � a ; �- - p- -j I / I IL__jL.Jj z J f I jr--- 4224 421 a I i I 4232 J I 43o6 J I L 4316 t CATCI•I d ' I E - ' 432 -.4 L f1T 3 P 340 J I I L,o_oa j � ton, n 4420 WE -1 -- , SE li6l J CATOi BASIN LEGENDPLAN FUM, Tr =°'° SQNL' 1'-50- CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: Santana Trucking & Exc . , Inc . APPL DATE: 7/14/0 3 ADDRESS: 23316 Red-Fall City Rd , #647 —.PERMIT 1: Redmond , WA 98053 _ PHONE #; �25) 868-1111 CONSTRUCTION.SUPERINTENDENT: Mark Carter MOB,/CRL #; C 0 6) 7 30-4 7 5 2 PROJECT LOCATION: 10 t h/A n a c o r t e s N/E*W OF: S R 9 0 0 FAX #: �2 5) 8 6 8-1611 WORK TIME. M-F 7 : O O a m - 5 : 0 0 U m APPROVED BY: WORK DATE: July - November ZOO-< APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 854-2005 (USING CELL PHONE), FIRE do POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. s) THIS PLAN MUST BE SUBM TIED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: �cAp �wsEO SKETCH s+ OjTAu, NORTH !+ L` � i I� 1II I I If III I � r'� --•--- . oil -I LL qq�w r J L J v I l LL I I FOR ND E JL --� �—� �—'— L__ ERO�OpN �ONTSITROI 11 I I J _ SEE 5-1� • ms II r r--- •t.. eoe r� esJ aosJ en--' If o I w + I l � ��-- Ir J L—J— I L IIL J It iJ L_JL fI -r�II T---�� r_ Ir--r 71 +• fl _7 I I III 1 Liv r� s! A0T4IGi0 Cce�ttl/ S�!Qt7AfG l �� . I have been informed of m onsibilities for traffic control and OFFICE COPY T- CTCR agree to comply wi a regulations of th i of Renton. INSPECTOR NEX wnTTS/ SIGNATURE: DATE: POUCE DENNIS GEReER lli� FfRE did GRAY c\fin.1RA11rs\ 36 31 g Q South Po 32 N^zs aeni 34 57 Yr C Point 3 N 3 Cred< Y Point O T 24 w w SE 95M sE MAY /V z NE 27'tH _ RO L�_, 0 z 4 L? I 1 4 NE 1 ST p I a B� < I NE 12TH sT I m m K ow Z i " m RENT < z ® zz NE 10TH $7 w I a L..-_.J ET- N 124 < z NNICj q� 8 D E ` SS ` 9NE �� < 110KIN0 - _ A P01V T COUNT) J 124TH sr a � PROJ —T— m r z < L___ 82 SITE NE 4TH $> `---- RO SE y 12BTH yT 0 w $33 $32ND S7. At R➢VAY NE 3 w V I ( y 'l? pNE z L- w, < NRf S S 3R 17 G 16 = l 15 <�- --_J 1 � S R �� B RtJN�, 140 SE 42ND ST SW 7TH y $ 7T}i sw G WAY �vr_ 24 LOCATION MAP C� N sw 15TH ST 19 2`L® 0 1/2 1 1 1/2 22 23 �qr s I Scale In Miles e rYf Sty . WORK REA NOTES I. Regulatory gneededy traffic control devices to be modified M4-8 DETOUR � as needed fior the duration of the detour. WEST + I * x R11 2 2. Flashing warning lights (Type A, MUTCD) shall M3 4 be used to mark barricades of night as needed. — 3. Detour trailblazers shall be installed as necessary x ROAD throughout detour route. CLOSED } AHEAO 1_ p I L_ W20-3 > 4/��tlf flfwf �� rolwl ROAD CLOSED t�l LLOCAL MILES M6-3 � 4.� \�—I--� FFIC ONLY R11-3o q_ M lOL ♦ �► SIGN SPACING TABLE Speed X NOTEt I DETOUR Mq_g 45/50 MPH 500'± Signing shown for I N NEST M3-4 35/40 MPH 350't .one direction only. 25/30 MPH _ I x I a MG-1 (L) IDETOUR AHEAD DETOUR Mq_g Walucy W20-2 FOR VLOCApLa M3-4 S19 TRAFFIC CONTROL PLAN VAsat NaTON watt DEFANH[MT OF TaAN"TATION LEGEND arru.raWUCTM M5-1(L) Type III Barricade /g�� ADOFTED O CITY OFRENTON Typical application - Roadway closed beyond detour point A� Smmlard Plaw IAst Date 1020/19955 Plan No K 03 sF PAoE KOOJ ' NOTES EHD gyp} 1. Floodlights shall be provided to mark flogger stations at night. ROAD kORK C20-2o Apo 2. If entire work area is visible from one station, one flagger•moy be used, otherwise two flaggers and signing will be required each direction. 3. Sign sequence is the same for both directions of travel. O 4. See Buffer Data Table. Use of buffer vehicle is recommended, /\ xo 1t may be a work vehicle. If buffer vehicle Is used, minimum from end of toper to work area shall be total of "R" (roll ahead plus length of vehicle, plus"B" (buffer space). If buffer ° vehicle Is not used, minimum distance shall be "B". ° �o 0 5. Steady burning warning lights (Type C, MUTCD) should be used to K0 mark channelizing devices at night as needed. 1� q- ao 6. Either reverse cone taper or sign G20-2o may be used to show end Ko Y �yee of work area. ° W20-7a Al BUFFER DATA / BE • _ °°°° �" PREPARED Buffer Space TO STOP Speed (MPH) 25 30 35 40 45 SO J 421-4 t Iona I B (FT) a' / W20-7b 55 85 Ahead 170 220 280 (optional Buffer Vehicle Roll Ahead Distance C HANNEL121NG � DEVICE SPACING (FT) 4. 4 Yard Dump Truck Stationary 24,000 L8S Operation MPH Taper Tangent �� R (FT) 5/50 30 60 f.-� 100 25/30 20 40 - 4.0,2po tional) A--7/ ///7 V ,, LEGEND SIGN SPACING TABLE 2 f� p /,�p Speed X Ib Q C(,TJ Ib Flogger Devices _1 Q®C�aC 'f USIE 45/50 MPH 500't t" Flogger 35/40 MPH 350'1 8 Type A Flashing Warning Light 25/JO MPH 200't TRAFFIC CONTROL PLAN YAWINGTON"All OEPAITNENT OF TAMIPORTATION OLYW IA,NASHINOTON Typical application of traffic control devices on , ' A a two-lane highway where one lane Is closed and ADOPTED flagging Is provided. Vtit O CITY OP RENTON • ° Standard Plans Last Date IOQO/1995 Plan No K-02 SP PAGE K002 jo-2.7.3 s•'� # 13 Donald E. Huff ok F0- Praaement TeS&V Services 16452 466*h Place SE North Bend WA 98O458644 206.947 2005 October 2, 2003 Santana Trucking& Excavating, Inc. 23316 Redmond-Fall City Road,#647 Redmond,WA 98053 Attention: Keggen Thompson Ref: 10"h Street/Anacortes Avenue Detention Pond-Storm System File No.030301 Dear Keggen: Attached, please find the results of the gradation analysis performed on a representative soil sample at a depth of approximately 1 foot along the recently placed west embankment fill. The embankment fill was taken from the detention pond excavation at a depth of approximately 5 feet. According to the gradation analysis, It appears that the embankment fill is within or near the gradation envelope outlined in the special provisions of the specifications. The attached gradation analysis should be presented to the City of Renton for their approval. If you have any questions, please call. Sincerely, YWa"_)V Donald E. Huff Fill Placement Testing Services DEH i. f U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 0 AXIS, \I\\. 0 7o qg, m so so C a � 40 30 20 10 0 m 1000 100 10 1 0.1 0.01 0.001 m GRAIN SIZE IN MLLM 7ERS a .T, z n c -rt m GRAVEL SAND SILT OR CLAY # ;a COBBLES m COARSE FINE lCOARSE1 MEDIUM N FIE N C N SYMBOL BORING DEPTH(R) SOIL CLASSIFICATION NUMBER 5M 7 t ' Ere o v)iS� Cccuy 5a ,ol w /oc,, C9 jtwc� l Donald E. Huff Soil Classification , (ASTM D2487) Sieve Data FRACTIONAL CORRECTION? INCLUDE SPECIFICATION CURVE? Cumm. Corrected Percent *Fradonal Correction Required Sieve Size Retained Retained O No Passing (%) wt(g) wt.(gr) 0 Fractional Correction Not Required Yes 3 in. 100.00 1 in. 4.88 87.41 Moisture Content -200 Wash 3/4 in. (19-mm) Pan#: d3 Pan#: d3 3/8 in. (9.5-mm) Pan &Wet Soil: 1860.40 Pan & Dry Soil (Before) 1226.40 No.4 (4.75-mm) 4.16 76.70 Pan & Dry Soil: 1703.30 Pan& Dry Soil (After) 810.50 No. 10 (2.00-mm) Moisture loss: 157.10 -200 From Wash 415.90 No. 20 (.850-mm) Pan wt: 230.50 Pan wt: 226.40 No.40 (.425-mm) 545.20 57.30 Dry soil wt: 1472.80 Dry soil wt: 189.50 No. 60 (.250-mm) Moisture Content(%) 10.7% % of-200 33.9% No. 100 (.150-mm) Total Washed Soil Wt(g) 951.80 No. 200 (.075-mm) 951.20 978.10 33.59 Pan 0.80 951.80 Att.Limits Particle Sizes(mm) Job and Sample Data DIo D30 Job Name: 10th St./Anacortes Ave. Detention Pond D60 0.08 ML Job Number: 030301 LL C� PI C„ Tested By: Don Huff Date: 10/2/03 Boring#: ASTM Classification Group Name Brownish Gr Silty Sand with Occ. Gravel Sample#: 7 Depth: 1' Symbol (SM) r � � W? GsA c. -0 o UNIFIED SOIL CLASSIFICATION z 3 COBBLES GRAVEL SAND p- COARSE FINE COARSE MEDIUM FINE SILT AND CLAY n � w U.S. STANDARD..SIEVE SIZES 100 6• I I y+' �2 1/4 4 10 20 4-0 60 140 200 0 90 — IO so z0 70 z 30 0 � � w a 60 z 0- 40 w D z so _ w 50 Z - — - -- - a u - -- - 60 x w N 30 _ a rn — --- 70 0 20 -- 80 10 LD C — 200 100 s0 20 10 &0 - 2.0 1.0 0.6 01 nos 0.02 OAI 0.00s o.001 o p01 Z ��� 60-1O w,;;.-c, , GRAIN SIZES IN MILLIMETERS n I%-SS l°-yo C F9AAlE NO. DEPTH SYMBOL LL PI CLASSIFICATION ;L7 m Vz w�� 13 °r o UNIFIED SOIL CLASSIFICATION c v GRAVEL SAND 3 COBBLES SILT AND CLAY COARSE FINE COARSE MEDIUM 'FINE A j U.S, STANDARD SIEVE SIZES 100 6• 4 10 20 40 60 140 200 0 90 10 80 20 70 w ai z a 60 40 w cr D z K0 \ 50 w ,, �- Z w 4.0 \ 60 v --- — z V? w N 30 — - TO 0 20 -- so --I - —_ C zoo ao so 100 "'� 20 IO 10 2.0 1.0 0.5 0.2 01 O.Os 0.02 0,01 0.003 0,0OY 0.Y01 1.1 1_1 I I _1__.J Z 90� 6o-�j� e� GRAIN SIZES IN MILLIMETERS s_Ss C� C SAMPLE NO. DEPTH SYMBOL LL PI CLASSIFICATION x m -��-G /Vt 70f4 s c<r Fri .<< + ✓� 3 0 t -v UNIFIED SOIL CLASSIFICATION z c COBBLES GRAVEL SAND c COARSE FINE COARSE MEDIUM FINE SILT AND CLAY CT A I U.S. STANDARD SIEVE SIZES I00 6 1/4 4 10 20 40 60 140 200 0 90 — 10 ao 20 70 30 0 Z w z a 60 a a 40 F � w ~ 50 � D z — 50 w r� Z z w 40 n �c r 3 /B/oo —��T 60 u a Ir w N 30 a rn - — --- 70 _0 20 -- go Cn _ 0 90 200 100 30 20 10 10 2.0 L0 0.6 0.2 01 QOS 0.02 OAI 0.003 J,002�0.Y01I00 Z �Cc, 6o-`ice 0-8o GRAIN SIZES IN MILLIMETERS rc /a-yo C� C SAMPLE NO. DEPTH SYMBOL LL PI CLASSIFICATION -� e 4 --C N W G C 0 � (0 GeoENineers Soil Classficalion (ASTMS D2487) m (fl ry I o fV o p u O Sieve Data w - FRACn0NA-CORRECTION? PKI_UDESPEQFKATTaNCRVE7 Cumin. Corrected N Sieve Size Retained Retained Percent �Fra�eor�al Cormction Rew(red O a W M(g) art,(gr) Passing OFiaclIor+al C(xrecUon Not Fleyured ©Ye5 Y -V) r Y 3 i n 100.00 N S in, 4.70 a7.50 Moisture Content -200 Nash m 314 in. (19-mm) Pan M: d-3 Pan#: d-3 318 in. (9.5-mm) Pan&We(Sail: 1840.20 Pan&Ory Sail(Before) 12.26A0 0 0 u No.4(4.75-mm) 1 4.69 75.00 Pan&0ry Soil: 1687.30 Pan& Dry Soil(ARer) 726.50 0 No. 1012.00•rrm) Moisture Sass. 152.90 -200 From Mash 499,90 D No.20(.850-rmm) Pan wi: 230.50 Pan wt- 226.40 z� No.40 (.425-mm) 6B2.00 �59.20 Dry soti w1: 1459.80 Dry cog vit: 1-456.80 D No.60(.250-mm) moislure Contan►(•6) 10.5% I/o of-200 34.3% D No. 100(.150-mm) Toted Washed Soil WI(g) 956.90 No.200(.075-mm) 150,87 957.15 34.30 C C Pan 52.241 956.90 0 H AU.Urr P&V*',"es(wn) Job and Sample Data z tts CO D„ m D, Job Name: 10th SUAnaoortes Ave. 06(ontion Pond OD r►e0 0.08 Ol ML Job Nun'ber: 030301 L L C� P4 Ce Tested By. Don Huff Date: 9f25l03 t3orirrg 1P ASTM ClasslkaZon Group Names Brown Silty Sand Sample N, 6 OepIh. 5' Symbol (SM) 0 0 W 0 � I N I o N o � U.S. STANDARD SEVE SIZE o 0 )" I.51 All 3/8" /N 1+10 Kt0 std0 i6D aIW k1[}0 ,, N 100 { w CD - - - - -- - y EP 00 I N lyJ 70 c _--_ In >- 60 . mz c� - 7 50 � D — - ' — — — D 40 - -- I - - - - + I � E - - c 30 _ ---- --- - - - f -- - — l, FF I 20 . n//� 1 I H^ `0 I f L 10 - — o0 1000 100 i 0 1 0.1 0.01 0,001 GRAIN SIZE N MUVETERS c �v W rn -� COWILBS ORAVI{ SAND SEE.TORCLAY COAASF, I FI1iFf ICOARSEI MEUfUM fn ('RVE C SYMBOL E PLORATEON OEPTH(n) SOEL CLASSIFICATION NUN CER t� Kre(,ov1, 5,(44 Gr..11,&l1y �'mod C5M7 P 7-24-2003 8: 1SAM FROM SANTANA TRUCKING 868 1611 � P. 7 GT/1l/eoo3 Pk1 16:35 PAX 425 961 7391 CADUN I � 0 P' CJO boo tQlUU1tUJY Qk �124/63 Cadman,Inc_ SU40 In 7554 1OSfh AvenU6 NC July 11,2003 M aa.Q7018 R.xt--d WAOSOT44 M AZ3'407 1234 a.42a.b611nd6 Karen Thompson WV,A.Ud Ma wrn Santana Truckiug and Excavating Fax; 425-868-1611 Project: Detention Pond and Storm Improvemcnt Dear Kagen, Cadman, Inc.proposes to deliver the following concrete mix designs for the above referenced project: Mix Desi Dcscription 100408 Standard CDF AC CDF 110022 Pro Flow 4"Pump CDF D,',q -06 /,5' 581127 5.75 Sack Slip Form, l" Slip Form Curb 100301 Class 3000 3000 PSI % -O&¢Q Upon approval,kindly return a copy of the approved submittal to Cadman.Also,approval of this submittal carries with it approval for timely copies of all conctetr test rrports be forwarded to Cadman_ Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project,sometimes providing that data for future projects. Please call if we may be of further assistance. Sincerely, Cadman,Inc, &A e — Karen Larsen Technical Services 07/11/2003 FRI 16:35 FAX 425 961 7391 CADMAN 10 001/032 C�DM�lV Cadman,Inc_ SVO 100 7554 1851h Avenue NC July 11,2003 ro aox 97038 Rrdmand,WA 98073-9718 a25.807 1234 .,42t n61_'1f145 Karen Thompson wo—cwdman•com Santana Trucking and Excavating Fax: 425-868-1611 Project: Detention Pond and Storm Improvement Dear Kagen, Cadman,Inc.proposes to deliver the following concrete mix designs for the above referenced project: Mix Design Description Use 100408 Standard CDF AL CDF 110022 Pro Flow 4"Pump CDF 581127 5.75 Sack Slip Form, 1" Slip Form Curb 100301 Class 3000 3000 PSI Upon approval,kindly return a copy of the approved submittal to Cadman.Also,approval of this submittal carries with it approval for timely copies of all concrete test reports be forwarded to Cadman_ Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project,sometimes providing that data for future projects. Please call if we may be of further assistance_ Sincerely, Cadman,Inc. Karen Larsen Technical Services V7/11/ZUV3 YKi 10:40 rAA 4Z5 NCI fJV1 IAUMAPI wjvvzIvjz July 11,2003 Santana Trucking and Excavating Detention Pond and Storm Improvement Page 2 of 5 Mix Design: 100408 Description: Standard CDF, AE Plant(s): Issaquah (51) Specified Use: CDF S.S.D. Weights per Cubic Yard Portland Cement, Type 1/11 30 lb Fly Ash, Type F 2 300 lb Fine Aggregate, Concrete Sand 3 3030 Ib Air Entrainer 4 15 oz Water' 300 lb Slump 4" + 1" Entrained Air 5% + 1,5% ' Lehigh Pacific Northwest Cement z ISG Resources 3 WSDOT A189 MBAE 90, Master Builders, Inc. s Potable,Well, and/or Recycled a technical service by Cadman,Inc_ 07/11i2003 FRI 16:36 FAX 425 961 7391 CADMAN tim 003/032 July 11, 2003 Santana Trucking and Excavating Detention Pond and Storm Improvement Page 3 of 5 Mix Design: 110022 Description: Pro Flow 4" Pump 24 Hour Plant(s): Issaquah (51) Specified Use: CDF S.S.D. Weights per Cubic Yard Portland Cement, Type I/11 t 50 lb Fly Ash, Type F Z 350 lb Fine Aggregate, Concrete Sand 3 2239 lb Foaming Agent 4 100 ml Water s 300 lb Pro Flow achieves less than 500 PSI and is not suitable for compressive strength testing. Lehigh Pacific Northwest Cement 2 ISG Resources 3 WSDQT A189 Rheocell 30, Master Builders, Inc. added at the job site before delivery 5 Potable, Well, and/or Recycled a technical service by Cadman, Inc. 07/11/2003 FRI 16:36 FAX 425 961 7391 CADIMAN Z 004/032 July 11, 2003 Santana Trucking and Excavating Detention Pond and Storm Improvement Page 4 of 5 Mix Design: 581127 Description: 5.75 Slip Form Plant(s): Issaquah (51) Specified Use: Slip Form Curb S.S.D. Weights per Cubic Yard Portland Cement, Type 1/I1 ' 491 lb Fly Ash, Type F 2 50 lb Coarse Aggregate, 3/" Top Size 3 1831 lb Fine Aggregate, Concrete Sand 4 1393 lb Water Reducer, Type A 5 18 oz Air Entrainer 6 10 oz Water 7 220 lb Slump 1"± .V Entrained Air 5% + 1.5% ' Lehigh Pacific Northwest Cement 2 ISG Resources 3 WSDOT A189 4 WSDOT A189 5 Pozzolith 80, Master Builders, Inc. e MBAE 90, Master Builders, Inca Potable, Well,and/or Recycled a technical service by Cadman, Inc. 07/11/2003 FRI 16:36 FAX 425 961 7391 COW A 005/032 July 11, 2003 Santana Trucking and Excavating Detention Pond and Storm Improvement Page 5 of 5 Mix Design: 100301 Description: Class 3000 Plant(s): Issaquah (51) Specified Use: 3000 PSI S.S.D. Weights per Cubic Yard Portland Cement, Type UII ' 480 lb Fly Ash, Type F 2 85 lb Coarse Aggregate, 3/4" Top Size 3 1847 lb Fine Aggregate, Concrete Sand ` 1242 lb Water Reducer, Type A 5 22 oz Air Entrainer 6 7 oz Water' 260 lb Slump 41' + 1" Entrained Air 5% + 1.5% Lehigh Pacific Northwest Cement 2 ISG Resources 3 WSDOT A189 WSDOT A189 5 Pozzolith 80, Master Builders, Inc, 6 MBAE 90, Master Builders, Inc. Potable, Well, and/or Recycled a technical service by Cadman, Inc. a C OMAN \ r r no CONCRETE (CLASS 2)SAND _ A189 ISSAQUAH w ' 100,31 Fd N P6 130 W I H Wo ! 800 - 700 - _ I_-_ _ _ rt 60,0 - - -- N I w TAOM 40,0 I 20.0 10A 010 10.00 1.00 0.10 0.01 6BAIH S1�{an} U.S.SIEVE METRIC SIEVE ACCUM. Wl. ACCUM. ' ACCUM. CAD&CAN CADMAN ASTTi SIZE SIZE(mm) RETAINED RETAINED PASSING TARGET LIMIT C 33 DATE SAMPLED:71712003 318" 9.50 0.0 0.0 100.0 100 100 100 TIME: 0830 #4 4.75 1.0 0.1 99.9 100 99-100 95-100 SOURCE; A189ISSAQUAH #8 2.36 222.5 13. 1 86.9 87-93 80-95 80-100 SAMPLED BY: BILL NFAL #16 1.18 566.5 33.4 66.6 67-73 55-80 50-80 TESTED BY: BILL NEAL #30 0.600 943.5 55.5 44.5 42-48 30-60 25-60 COMMENTS: #50 0.300 1332.0 78.4 21.6 17-23 15-27 10.0-30 #100 0.150 1582.0 93.1 6.9 4.0-7.0 3-7 2.0-10 WET#200 0.075 1667.0 98.1 1.9 0-2.5 a-2.5 0-2.5 R W. 1698.5 "Ess 2.74 2.60-2.80 2.55 - 2.85 NONE LUS 0 SE= U 75 WN, 75 MIN. NONE a w ro 0 r r CADMAN \ 0 a 30' COARSE AGGREGATE A189 ISSAQUAH 100.0 Ire" ,8" s4 N8 s16 `• 90.0 80.0 h 60,0 - d 50,0 - -- -- -- - +O.U30.0 r I d 10.0 0.0 - -- - 100.0 10.0 1.0 0.l 0.0 - GmN SIa(mm} U.S.SIEVE METRIC SIEVE ACCUM.\1'T, ACCUM % ACCUM.' SPECIFICATION SIZE STZElmrn1 RETAINED RETAINED PASSING CADMAN DATE SAMPLED: 71912003 1/2" 12.5 0.0 0.0 100.0 100 TIME: 1000 3/8" 9.5 169.0 15.4 84.6 80-100 SOURCE: A189ISSAQUAH 1/4" 6.3 639.5 58.3 41.7 SAMPLED BY: BILL NEAL #4 4.75 962.0 87.7 12.3 10.-20 TESTED BY: BILL NEAL #8 2.36 1090.5 99.5 0.5 0-5 COMMENTS: i#16 1.18 1094.0 99.8 0.2 0-2 #200 0.075 1095.5 99.9 0.1 0-0.5 INITIAL ORl' 109b.5 WEI a 0 0 w ro O -J CADMAN r r ro 314" COARSE AGGREGATE A189-ISSAQUAH l" 314" 112"318" #4 N8 #200 100.0 90.0 - r 80.0 K7 70.0 - -- - ---- 60.0 50.0 40.030.0 I 20.0 --- i � � - -------- ---- ----- 0.0 ! -- I00•0 10.0 1.0 0.1 0,0 eaax slue(mm) U,S.SIEVE METRIC SIEVE ACCUNI, %7. ACCUM. 56 ACCUM. % SPECIFICATION SIZE SIZE mm RELUNED RETAFNED PASSING CADMAN DATE SAMPLED: 71212003 1" 25.0 0.0 0.0 100.0 100 TIME: 0745 3l4" 19.0 669.0 12.9 87.1 84-100 SOURCE: A189-ISSAQUAH 1I2" 12.5 3934.0 75.6 24.4 SAMPLED BY: BILL NEAL 318" 9.5 5123.0 98.4 1.6 0-10 TESTED BY: BILL NEAL #4 4.75 5193.5 99.8 0.2 0-3 COMMENTS: #8 2.36 5195.5 99.8 0.2 iWET#200, 0.075 5199.5 99.9 0.1 0-0.5 INITIAL. 5205.0 DRY W w N Cacrman, Inc. 7/11/20C13 Page: Data for 100301 0 Product Code Statistics Age,days i 3 7 28 110.Specs:8 33 59 r 14ax.9tt :3590 4600 5600 ro Min.Str :262-1 2280 2930 0 0 Aag.Str :3094 3350 4218 Lo SC Str :352 579 565 Density 70.0 3.0 0.0 r Last 275 records, o 00 Individual Samples Date Ticket Sample Plant Ages, Strengths, Densities � 277ulul 3000 233974 3235974 50 7 3090 1 23 3540 1 28 392.3 De 9Au-301 3000 239790 E239790 50 7 2660 28 3320 1 28 3370 15nug01 3000 241172 E241172 51 7 2500 28 3130 28 3280 31;.ug,3L 3000 246254 E245254 51 1 3730 28 4890 28 5000 oN IOSepOL 30a0 246463 E248483 30 7 356C 28 4730 28 4760 m 123ep01 3000 249320 C249320 31 7 431C 28 5510 28 5600 or 14SepOl 3000 249876 E249876 31 7 307C 28 4050 28 4070 173ep01 3000 250480 E250480 51 7 329C 26 3930 26 3980 v 203epol 3000 251820 E251820 50 7 363C , 28 4200 26 4320 om 50ctO1 3000 256229 E25622E 50 7 378C 28 4660 28 4740 28 4860 , 9.3c_01 30C10 256974 E256974 40 7 313C 28 4170 28 4220 1GOa_O1 3000 257435 E257435 40 7 2900 28 389D 28 3950 190c_O1 3000 260033 E26003E 40 7 3100 2E 3540 26 3950 � 12MovOl 3000 2656L7 E265011 50 7 3060 28 4060 , 28 4080 110ec01 3000 271166 11596 51 7 3420 20 38`0 26 4040 14,7anO2 3000 2766:6 0018 50 7 3320 26 4490 28 4370 167an02 3000 277326 D025 50 7 3080 1 26 3810 28 3840 25Feb -2 3000 283627 2859 40 3 2690 3 2620 7 377G 7 3680 28 4580 28 4610 , 25Mar02 30G0 289003 40 3 2E•10 3 32.0 3900 , 7 3650 28 5100 28 5040 , 2614ar02 3000 290193 1472 51 7 3E30 28 5LA 28 494G 3AprO2 3000 231464 4C 3 3400 3 3590 7 3750 7 3820 28 4230 28 4320 4Ap-G2 3000 291607 12072 51 7 2,530 28 3890 28 3a10 , 4Ap-02 30CC 291967 12073 51 7 2550 28 3550 , 28 3530 9Ap�702 3000 292744 40 3 3130 3 3300 7 4600 7 4-110 , 28 4640 28 4340 ;OAp_02 3000 292983 120995 51 7 2930 28 3910 28 4100 12Ap-02 3000 293610 12098 51 7 3210 28 4110 28 4280 , 31oct02 3000 345439 0027 31 7 2280 , 29 2930 141rov02 3000 346248 5632 51 7 2730 28 4220 28 4120 , 25Apr03 3000 377955 0062 31 1 2740 28 4690 28 4200 1 28 4350 , END OF REPORT a 0 m a Cadman, Inc. - 7/11/2003 Page: 1 Data for 5.75 Sack Slip Form Curb o Product Code Statistics Age (days)7 28 82 No.Specs:31 68 1 Max.Str :6000 7480 4890 0 Min_Str :3160 3060 4890 Avg.Str :4182 5L43 4890 x 5D Str :605 729 0 Density :0.0 0.0 0.0 Last 275 records, m �a Individual Samples Date Ticket Sample Plant Ages, Strengths, Densities lOct01 4000 234656 E254656 50 7 4150 28 4830 82 4890 20ct01 4000 235018 E255018 50 7 4220 28 4790 28 4930 30ct01 4000 235422 E255422 50 7 4550 28 5480 28 549D 30ctO1 4000 255593 E255593 50 7 4250 28 4630 28 4730 m 40ct01 4000 255882 E255882 53 7 4070 F 28 4770 28 4940 r� 40ct01 4000 256030 E256030 53 7 3500 F 28 4060 28 4350 b 50ct01 4000 256319 E256319 50 7 3820 0 28 4560 28 4980 50ct01 400D 2564EI E256451 50 7 3780 28 4770 28 4E90 z 60ct01 4000 256619 E256619 50 7 4000 28 5160 28 5200 90ct01 4000 257248 E257248 50 7 4840 28 5610 28 5660 , 120ctOl 4000 257996 E257996 51 7 4900 28 5830 28 6C20 , 250ctOl 4000 261317 E261317 50 7 4450 , 28 5680 28 5740 , 250ctOl 4000 2614+79 E261479 50 7 3830 , 28 5320 28 5320 , 250ctOl 4000 261550 E261550 50 7 3930 , 28 5570 28 5590 , 250ctOl 4000 261575 E261575 50 7 4670 28 5560 , 28 5E40 , 260ct01 4000 261742 E261742 53 7 4570 f 28 5410 , 28 5750 , 260ct01 4000 261821 E261821 53 7 4700 f 28 5430 , 28 5680 , 1NovO1 4000 263215 E263215 50 7 4940 r 28 5800 28 6130 28 6250 170ec01 4000 272164 0003 54 7 6300 , 28 7160 , 28 7320 , 26 7460 27MarO2 4000 289769 12048 51 7 4500 0 28 5070 , 28 5140 , 281-4arO2 4000 289999 12044 51 7 4230 28 4710 28 4760 , 11AprO2 4000 293235 12092 51 12AprO2 4000 293640 12099 51 7 3360 , 28 4730 28 4650 , LMay02 4000 297768 12142 51 7 4340 , 28 5220 28 4830 , 5Aug02 4000 321052 A 51 7 3400 28 4000 28 3930 , 9AugO2 4000 322708 51 4Sep02 4000 329138 12591 51 28 5390 , 40ctO2 4000 338223 0020 54 7 3560 , 28 3960 28 4340 , 28 4300 , 40ctO2 4000 338333 0021 54 7 3960 , 28 5080 28 5080 28 4750 , 70ct02 40DO 338640 0022 54 7 4380 28 5030 28 5460 28 5300 7OctO2 4000 338798 0023 54 7 4180 28 5150 28 5090 28 5090 o 140ctO2 4000 340671 A 51 7 3180 28 3980 28 3860 310ctO2 4000 345385 5394 51 7 3620 28 4780 28 4760 310ctO2 4000 345454 5397 51 7 3160 , 28 4350 , 28 4450 07/11/2003 FRI 16:39 FAX 425 961 7391 CADMAN 012/032 degussa. Admixture Systems North Americo Master Builders,Inc. 16285 SW 85"'Ave Suite 104 Tigard, Oregon 97224 503-624-7911 April 3, 2003 Certificate of Confo rmance MB-AF 90 Master Builders Air-Entraining Admixture for Concrete TO WHOM IT MAY CONCERN: I, Alice McFarland, Manager, Quality Assurance for Degussa Construction Chemicals and Master Builders, Cleveland, Ohio, certify: That no calcium chloride or chloride based ingredient is used in the manufacture of MB-AF 90; and That MB-AE 90, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0,000068 percent (0.68 ) chloride ions weight of the cement when used at the rate of 65 ml per 100 kg(1 fluid ounce perby 100 pounds)of cement; and That MB-AE 90 meets the requirements of ASTM C 260-98, Corps of Engineers' CRD-C 13-97, and AASHTO M154-97, the Standard Specifications forAir- Entraining Admixtures for Concrete, Alice McFarland L14.0,t- )D4- d44joc Manager, Quality Assurance Degussa Construction Chemicals titres*G+.:xn, 'ot9:zjp(i[C 07/11/2003 FRI 16:40 FAX 425 961 7391 CADMAN Z 013/032 B 90 Admixture for entraining air in concrete t7,aarc r 8.:�id�r5 DESCRIPTION: The use of MB AE 90 air cntrain4V admbdure with Master MB AE 90 admbduro is an air-entralniog admixture which 'Builders water-reducing,sot-controlling a meets the requirements of ASTM C 260.AASI.ITO M 154 desirable combination 1or produci dmbdures forms a and Cats tc �"uaW �or not contain entrained airet concrete normally does ADVANTAGES OF AIR ENTRAINMENT; NOTE:when two or more admbdures are used,each must The entrainment of air in concrete resuits in the following be added to the mix separately(through dispensers or improvements in concrete quaRV Manually)and must not be mixed with each other prior to • increased resistance to damaingge from freezing and, adding to the concrete mbc • In thawascd resistance to For Optimum.Consistent performance,tthe air-entralnkrg scaAng from dek ing salts adrnbftre should be dcspensod on damp.fine aggregate, • Reduced pormeaW"Mrmed watertightness when using rightweight fine aggregate,field evaluations ReducOd segregation and bleed should be conducted to delenmkte the best location to han • lmprvved plasticity d workabl�Y m9 clispenso the alr-entratnk,g admixture--on the damp,fine • Improved properties of concrete block and pipe, aggrogate or with the k>itW batch water: USAGE iN1=ORMATION: p o o urabTtY rosearch has�yd that the bolt rotection for concrete from the adverse effects of freeze/ M$ admire is a ready-to-use solution thaw nt 11 t aria rdeneddelcing cor �, from:(a)p�air Do not dilute or MIX it witty any other admbdum. content[n the hardened .(b)a suitable air-void Add MB AE go aftbduro to the system fin terms of bubble size and spacing;and c ad- O0rg ad boj using a equate concrete Umn9th assun*V the use of sound sec designed for alr~er+training admixb, ;a add aggregales end proper modng.placing,handli and manually using a suable mva` ring device that ensures techniques. �rd"9 Bracy within plus or mire 3%of the required amount. Gontrol of air content should be There is no standard dosage rate for MB AE 90 adrnbdure. made on concrete at tho time ot�� determinations The=d quantity of ek-entraining ad nodure We for a adjustment of tt►o batch to ProPor oon�st fvib tin air content of concrete%not predictable be�o of dosage rate of an air-entraining admbdure ens on The differences in ctxrcnete•rnatcing tnatQrt-ds.Tyler faders air content to be obtained depends to the which might influence the amount of entrained air are: The amount s w In any factors. temperature,cement, gradation,s of ewater- �mally fired is reduced by the introdudlon siu sand $of and of ratio, "educing,seI-oontro a mP.means of fty a$y;�and i n9,use of extra fine ►fig dmbdure. materials such as iFy ash.etc. When unusually low or high amounts of an air-entrainkig The amomt of M8 AE 90 admixture are required to achieve normal ranges of air the amount of dxhwned edLnbduss used will depend upon t ontont or if the required amount of air-entraining admixture Co+hcgtlops.In a trial under actual job oecossary to achieve reWred levels of air content is r,use 114 to 4 fl ozf 109 ibs observed to dha"sl9nifl=ntly under given conditions,the in mixes mU1 tin kg)to dxsmerrt reason shoud be Investigate&in such containing water-reducing,set-controitirhg�1x_ 1+npori�tnt to detemrirho: r�sys,R is apedaalry lures,the amount of MB AE 90 needed may be somewhat contalned in the fresh con( ,_rep at thor mount c air is less than the amount m9uked In plain ate.In mbces and(b)that a suitable alr-void point of placement; requiring a higher or lower dosage to obtain tho desired air the hardened concrete. Is being obtained kt Content,eonsuit your local Master gtAilders representative. FEATURES: Measure the air content of the trial mix and either Increase or decrease the quantity of MB AE 90 admbdure to obtain Ready to Use-�Solutlon is the n the dosired air content of the first batch and Mko further rapid,accurate dispensing p �r cOnContratlon for adjustments H neoded. Compatible for Us Frequent checks during the course of the work should be e— t3 AE 9 admbdtrre is compatible ttiith coricrote containing other admixtures; made since many factors muy require adjustments in the MB water reducers,high- AE 90 dosage rate.Adjustments to the dosage should be range water-reducers,accelerators,retarders,end water based on the arnount of entrained air in the mix al the point repellents. of placoment. 07/11/2003 FRI 16:40 FAX 425 961 7391 CADMAN 10014/032 N RUN, still, 1t1—'1 8ta3�,C3 - T�7r f TEMPERATURE PRECAUTION: PACKAGING: MB AE 90 admixture should be stored and disporrsed at MO AE 90 admbduro is supplied in 55 U.S.gallon(208 titer 31 T(-.5°C)or higher.Although freezing does not harm drums and bulk delivery. } this product,precautions should be taken to protect it from freezing.If ffit freezes,thaw and reconstitute by rmld a0ztiom CAUTION: t)o not use pressurdzed air for ag'rtatlon. Chemicw goggles and gloves are r000mmended 4 handling large quantities of material. For additional Int0n3 ailon on MB AF 90 a&d tare or on its use in developing a concrete mbcbars with special pedarmance characteristics,contact your beat Master Builders representative. Master Builders, Ine. United States Canada Mexjco 23700 Chagrin Boulevard 36N Weston Road Blvd.M.AWa Camachv 80,3ef Piso Cioyeland,Ohio 44122-5554 Toronto,Ontario M91.1 W1 53390 Nauca (800)MST-9990 (800)387-5862 ' 011-S25-557-544 M�zico Fax(216)831-G910 Fax(415)741-7925 Fax 011-525-395-7903 OReplstored Tradcfr"*of.`,andoz Ltd. Faun Mf31 01996 Master Builders.Inc, pirinted in U_SA 496 07/11/2003 FRI 16:41 FAX 425 961 7391 CADMAN �015/032 MATERIAL SATIETY DATA SHEET �1A5TER BUILDERS,INC. MASTER DUILDERS 24 HOUR CONTACT 23700 CHAGRIN BLVD. TECIIyOLOGIES,LTD. CULTNMEC CLEVELAND,ORIO 44122 1800 CLARK BOULEVARD 80OA24-9300 216-831-5500 BRAM PTON,ONTARIO L6T 4M7 D.C.AREA 483-7616 905-792.2012 Prepared by. DCMWXnt ofEavironmcnt,Health&Safety Page: 1 of 4 Revision Data: 12/18/2000 Control No. 01783 'T13is document is prepared pursuant to the OSHA Hazard Communication StandarJ(29 CFR 1910.1200), Where a Proprietary ingredient is shown,the identity may be made availablo as provided in this stmdard. All cornPoncnis of this product are included in the EPA Toxic Substances Control Act(TSCA)Chemical Substance Inventory. l. PRODUCT NAMX: MB-AE 90 Chernical Family. Anionic Surfactant EXPOSURE LU41TR' 2. HAZARDOUS INGREDIENTS: CASNO TLV g $l, CO None by rekr=ce to: 1.) OSHA Standard 29 CFR 1919.1200 2_) WEMIS(Canada) Anunotua 7664-41-7 25 PPM 35 PPM 25 PPM <1% (*) Refer to Section 7 for available LD/IA50)Ikalth Hazard pars, 3. PHYSICAL DATA: Boiling Point(°C): 100 Watar/Oil Distnbudon Percent VOC(w/w): 0 Coefficient: NlAv Freezing point(-C): 0 Solubility in water: 1000/. Vapor Pressure mmHg @20(`C): N/Av Specific Gravity: 1.014 Vapor Density.- >Air p1i: ca.11.0 Odor Threshold:(PP-) N/Av Evaporation Rate: N/Av Appearance: Dark brown liquid Odor. Odorless WAY—Not Available NIAp=Not Applicable ca.=Approximate 4- FME AND EXPLOSION IIAZARD DATA: HMIS Hazard Rating No_ 0 (Mlahnal) Flash Point: Nou-aunmable Method: Not Applicable Auto-Ignition Temporature: Not Applicable Limits Of Flwnmability.LEI.: Not Applicable UEL: Not Applicable Extinguishing Media:This material does not give a flash point by conventional test methods.Use extinguishing agent suitable for type of surrounding firo_ 07/11/2003 FRI 16:41 FAX 425 961 7391 CADMAN [�j016l0�2 MB-AE 90 Page 2 of 4 4. FIRE AND EXPLOSION HAZARD DATA: (cont'd) Special Fire&Unusual Hazards: None known 5. REACTIVITY DATA: WAIS H=rd Rating No. 0 (Minimal) Stability: Stable. Not S=itiva to mecbanical impact. Incompatibility: Strong acids,aluminum,galvanize{metals. Hazardous Decomposition Products: hydrogen in contact with aluminum or zinc(After water has evaporated.) Oxides of Carbon and Nitrogen. Aa=dous Polymerization- Will not occur. 6- ENVIRONDEKNTAL&DISPOSAL INFORMATION: Action to Take for Soilla/f oaks Wear appropriate protcctiva equipmenr. Take action to eliminate Source of kak; contain►spill by daildog;vacuum up Squid or tsc absorbent media;remove to etorago for disposal and rinse residual stain with water. waste Di-VON Med)QQ: Dispose in accordance with local,state,province,and federal regulations. This product is biodegradable and,31dth prior apoopciate apyroyal.can be disposed of in a sanitary treatment system or licensed land application facility_ 7. HEALTH HAZARD DATA: BIOS Hazard Rating No. I (Slight) MAR OUTS F FN Y: DmmI,Eyes Effects Of Overexposnre Inhdi lion: At rwm tmperature,exposwres to vapors are unlikely due to physical properties. Eyes: May cause severe irritation,possible burns and corneal damage. Skin Contact_ May cause moderate to severe irritation. Skin Absorption. Not®xpectef to be absorbed through the skin is sufScicnt quantities to increase overall toxicity. Ingestion May cause gastrointestinal irritation and nausea. Chruic: Product does not contain carcinogenic materials as defined by OSHA Hazardous Communications Act 1910.1200. Materials are not known mutagenie,terarogenie,or reproductive health bazards OT/11/2003 FRI 16:42 FAX 425 961 T391 CADMAN I O1T/032 MS AV-90 Page 3 of d 8_ FIRST AID: ati- Remove victim from exposlre. If difficulty with breathing,administer oxygen. If breathing has stopped adrrrinister artificial respiration,preferably mouth-to-mouth. Seek medical attention_ Exu' Flush eyes with water,lifting upper and lower lids occasionally for 15 minutes. Seek medical attention. Skrn- Rerwve contaminated clothing. Wash thoroughly with soap and water. If irritation persists seek medical attention. Wash eontaaninatcd clothing before reuses exti n: Do NOT induce vomiting give large quantities of water,get immediate medical attention. If vomiting occurs spontaneously,keep bead Wow hips to prevent aspiration of liquids into lungs. Do NOT give anything by mouth to an tmconiscious person. 9. SPECULL PROTF,CITON INFORMATION: VentilK`!J—c : Ventilation is gtmerally not required. PM7aQALP n E ' t Do NOT wear contact leases when woricing with this material. Uso chemical goggles/safety glasses with side shields and Nitrile glover. Scleclion of specific items such as boots and apron M11 depend on operation- Wear respirator protection whenever airborne coac®tratiotu exceed TLV or TWA limits, usa MOSH/OSHA approved respirators equipped with as organic vapor cartridge for listed hazard. Confined spaces.rooms,or tmaks are areas where conceru for TLY's is especially important. Referent OSHA Regulations CFR 29 1910.134 for recommenced resp ira ury protection. 10. ADDITIONAL,INFORMATION: Avers Shelf ' c: Reefer to Product Data sheet. _Special Instruction T. Keep frm fiec-ing REGULATORY INFORMATION: 'Pit III Section 302: No reportable chemicals. Tit Se cti 311 Health hazard: None Physical hazard: None ?'tie III ection 31 : None above deminirnis. Late- czdifomia No reportable chemicals. lassifi r n. Class D,Div.2,Sub B Class l Canadian DomosYc Substance List: All chemicals are listed 07/11/2003 FRI 16:42 FAX 425 961 7391 CADMAN &16/032 IAB-A$90 Page 4 of 4 10. ADDITIONAI,INFO 4,A-nolq: (cont,d) TRANSPORTATION DOT Repoctable Quantity: NOT REGULATED Emergency Response G'uide Page No.: NOT REGULATED Shipping Nam,: M -AE 90 Marine Pollutant: NL P b Moderate pp =Severn NL -Not Listed ND =Not Detcmrined WS '°Water Sheen 'b s information is furnished without warranty,re-Pr wntation,or Iicewe of any kind,except that this infomoatlon is accurate to the best of Maste"U"ders'knowledge,or is obtained foul sources believed by Mesta Builders to be accurate. a warranty is expressed or implied regarding the aeeuracy of this infonrmtion or Ole results to be obtai>� iforeasonatbkttureof_ Master B udders assumes no responsibility for injurip Protaiy cause)by use of the Matte �Y Procedures are not followed as atipulatcd in this Data Sheet Additionakky,Mister BW]dcrs assumes no responsibility for injuries Pro�cly caused by abnormal use of the Procedures are followed. Buyer asstmxs the risk' Material even ifreasonable safety �its rue of the Material. 07/11/2003 FRI 16:42 FAX 425 961 7391 CADMAN tsJ019/032 degullsSa. Admixture Systems North America Master Builders,Inc. 16285 SW 85'"Ave Suite 104 Tigard, Oregon 97224 503-624-7911 April 3, 2003 Certificate of Conformance Pozzolith 80 Master Builders Admixture for Concrete TO WHOM IT MAY CONCERN: 1, Alice McFarland, Manager, Quality Assurance for Degussa Construction Chemicals and Master Builders, Cleveland, Ohio, certify: That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 80; and That Pozzolith 80, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement when used at the rate of 65 ml per 100 kg (1 fluid ounce per 100 pounds)of cement; and That during the last certification tests, Pozzolith 80 passed the requirements for a Type A water reducing admixture when used at 3.0 oz./cwt.; and That Pozzolith 80 meets the requirements for a Type A, Water-Reducing Admixture specified in ASTM C 494-92 and Corps of Engineers' CRD-C 87-93, and AASHTO M194-87, the Standard Specifications for Chemical Admixtures for Concrete. Alice McFarland L14-4f... oqu&o-ac Manager, Quality Assurance Degussa Construction Chemicals �!':, 9.e.f.f-- .j-K'bj�r 07/11/2003 FRI 16:43 FAX 425 961 7391 CADMAN 10020/032 degusso. MASTER Ctv:z;:rc an tn�rr;ra( BUILDERS WATER-REUADMIXTURE SCING POZZO LITH"' 80 For uniform,predictable quality concrete Applications Description Guidelines for Use Recommended for use in: Pouolith 80 is a ready-to-use,liquid admixture fir DOSAGE • Prestressed concrete making more uniform and predictable quality concrete Depending on the setting characteristics desired, • Precast concrete Pozzolith 80 meets ASTM C 494 requirements for Type Pozzolith 80 is recommended for use at the rate of • Reinforced concrete A water-reducing.Type 8 retarding and Type D retarding 4-10 fl oz/cwt 1260-550 m1I100 kg)of cement for and water-reducing admixtures most concrete mixes using average concrete ingredi- ents.Because of variations in job conditions and • Lightweight concrete Features concrete materials,dosage rates other than the • Pumped concrete • Reduced water content required for recommended amounts may be required In such cases, a given workability contact your Master Builders representative. • Controlled setting characteristics— RecommendsGons normal or retarded CORROSIVITY Benefits NON-CHLORIDE, NON-CORROSIVE • Increased compressive and flexural strength Pozzolith 80 will not initiate or promote corrosion • Relative durability to damage from freezing and of reinforcing steel in concrete.This admixture does thawing—well above industry standards not contain intentionally added calcium chloride or • Improved workability chloride-based ingredients. • Reduced segregation COMPATI5It1TY • Flexibility in the scheduling of placing Pozzoliih 80 may W used in combination with any and finishing operations Master Builders admixhrres.When used in conjunction • Offsets effects of early stiffening during extended with other admixtures,each admixture must be delays between mixing and placing dispensed separately into the mix. • Helps eliminate cold joints TEMPERATURE • Dead-load deflection can take place ibefore concrete 1f Pozzolith 80 has frozen,thaw at 35 OF(2 IC)or above sets!in extended pours for bridge decks,cantilevers, and completely reconstituto by mild mechanical ounshured structural elements.Etc. agitation.Do not use pressurized air for agitation. • Peak temperature and/or rate of temperature SHELF LIFE rise lowered in mass concrete thereby reducing Pozzoliih 80 admixture has a minimum shelf life thermal cracking of 18 months.Depending on storage conditions,the Performance Characteristics shelf life may be greater than stated.Please contact RATE OF HARDENING your Metter Builders representative regarding The temperature of the concrete mixture and the suitability for use and dosage recommendations if the ambient temperature affect the hardening rate of shelf lifo of Pozzolith 80 admixture has been exceeded. concrete.At higher temperatures,concrete stiffens Packaging more rapidly which may cause problems with placing Pozzoliih 8O is supplied in 55 gal(208 LI drums, and finishing.The dosage rate of Pozzolith 80 can be Y75 gal(1018 L)totes and bulk delivery. varied to provide the desired setting characteristics. 07/11/2003 FRI 16:43 FAX 425 961 7391 CADMAN Z 021/032 Related Documents Material Safety Data Shoot—Pouolith 80 Additional Information For additional information on Pouolith 80 of on it,use in developing a concrete mix with special perfonnalce characteristicS,colltaU yuur Master Builders representative. s MASTER 61.11WERS,mc. United States Z3700 Chagrin Boulevard Cleveland,Ohio 06122-5554 Phone Wa MST MO rax 216B39.8821 Canada 19DO Clark Blvd Brampton,Ontario t6T W7 Phone U00.367.5G2 Fax.90,ii 7W, 0$51 wtMY.nl9slefGYildCfY.tvM Ca`9'rcidaiWTPMOf MOT fM,&vAG W1101712 Pw hhWj,g WW7.'A-M:df Binders.Iix P-,W a y$A 07/11/2003 FRI 16:43 FAX 425 961 7391 CADXAN 10 022/032 MASTER BI1[I-DERS,INC. MASTER BUILDERS 24 HOUR CONTACT 23700 CHAGRIN BLVD. TECHNOLOGIES,LTD, CHEMTREC CLEVELAND,01110 44122 1800 CLARK BOULEVARD BW424-9300 216-831-5500 BRAMPTON,ONTARIO L6T 4M7 D.C.AREA 493-7616 905-792-2012 Prepared by: Department of Environavrit,Health&Safety Page: 1 of 4 Revision Date: 06/25/2000 Control No. 01870 This document is prepared pursuant to the OSHA Hazard Communication Standard(29 CFR 1910.1200). Where a proprietary ingredient is shown,the identity ntay be trade available as provided in this standard. All components of this product are included in the EPA Toxic Substances Control Act(TSCA)Chemical Substance Inventory. 1 e PRODUCT NAME: P07.7.OL1TH°80 Chemical Family: Cernent Dispersing Agent EXPOSURE LIMITS* 2. HAZARDOUS INGREDIENTS: CASNO TLV STL-L PFIL CONTENT None by reference to: 1_) OSHA Standard 29 CFR 1910,1200 2.) WHMTS(Canada) 3. PHYSICAL DATA: Boiling Point(°(:): 102 Water/Oil Distribution Percent VOC:(w/w): 0 Coefficient. WAY Freezing Point(°C): -3 Solubility in Water: 100% Vapor Pressure mmHg @20(°C) N/Av Specific Gravity: 1.20 Vapor Density_ >Air pH: ea.8 0 Odor Threshold:(ppm) WAY Evaporation Rate: N/Av Appearance: Dark brown liquid Odor: Musty MAY=Not Available N/Ap=Not Applicable ca.=Approximate 4. FIRE AND EXPLOSION HAZARD DATA: HMIS Hazard Rating No. 0 (Minimal) Flash Point: Non-flanumble Method: Not Applicable Auto-Ignition Temperature: Not Applicable Limits Of Flammability:LEL: Not Applicable UEL: Not Applicable Extinguishing Media.This material does not give a flash point by conventional test methods.Use extinguishing agent suitable for type of surrounding fire. Special Fire&Unusual Hazards: None known_ 07/11/2003 FRI 16:44 FAX 425 961 7391 CADW 4�023/032 POZZOLIT11980 Page 2 of 4 5. MACTIVITY DATA: HMIS Hazard Rating No. 0 (Minimal) Stability. Stable. Not sensitive to mechanical impact. Incompatibility. Strong mineral acids. Hazardous Decomposition Products: (After water has evaporated.) Oxides of Carbon,Nitrogen and Sulfur. Hazardous Polymerization: Will nor occur. 6. ENVIRONMENTAL&DISPOSAL INFORMATION: Action to Take for Spills/Leaks, Wcar appropriate protective equipment. Take action to eliminate sounx of leak; contain spill by diking;vacuum up liquid or use absorbent media;remove to storage for disposal and rinse residual stain with water. Waste Disposal Method. Dispose in accordance with local,provincial,state and federal regulations. This product is biodegradable and,with tior a ro riatc a royal,can be disposed of in a sanitary treatment system or licensed land application facility_ 7. HEALTH HAZARD DATA: HMIS Hazard Ratiiug No. 0 (Minimal) P1tiMARY ROUTE OF ENTRY: Dermal,Eyes Eifeets Of Overexposure Inhalarion. At room temperature,exposures to vapors arc unlikely due to physical properties. Eyes: May cause slight transient irritation. Skin Contact- Prolonged contact may cause slight irritation. Skin Absorption: Not expected to be absorbed through the skin in sufficient quantities to increase overall toxicity. Ingestion: Amounts ingested,incidental to industrial handling,are not expected to cause injury. Chronic: Product does not contain carcinogenic materials as defined by OSHA Hazardous Communications Act 1910.1200. Materials arc not known mutagenie,teratogcnic,or reproductive health hazards 07/11/2003 FRI 16:44 FAX 425 961 7391 CADRAN Z 024/032 POZZOLI'1 O 80 Page 3 of 4 8, FIRST AID: Inhalation: Remove victim from exposure. if difficulty with breathing,administer oxygen. If breathing has stopped administer artificial respiration,preferably mouth-to-mouth. Seek medical attention. Eves: Flush eyes with water,lifting upper and lower lids occasionally for 15 minutes. Suck medical attention_ Skin: Remove contaminated clothing. Wash thoroughly with soap and water. If irritation persists seek medical attention. Wash coximminatcd clothing before roust_ Ingestion_: Drink two glasses of water,then induce vomiting by taking IPECAC syrup,salt water or by placing finger at back of throat Vo NOT give anything by mouth to an unconsciotts person. 9. SPECIAL PROTECTION INFORMATION: Ventilation. Ventilation is generally not required. Personal Protection E uivnicnt: Do NOT wear contact lenses when working with this material_ Use chemical gogglcs/safety glasses with side shields and Rubbcr/Latcx gloves. Selection of specific itc=such as boots and apron will depend on operation_ Wear respirator protection whenever airborne concentrations exceed TLV or TWA limits; Use NIOSH10511A approved respirators equipped with required cartridge for listed hazard. Confined spaces,rooms,or tanks are areas where concern for TLV's is especially important. Reference OSHA Regulation CFR 29 1910.134 for recommended respiratory protection. 10_ ADDITIONAL INFORMATION: Average Shelf Life: 18 Months. SMial Instructions' Kcep from freezing REGULATORY INFORMATION: Title III Secton 302: No reportable chemicals. Title III Section 311/312: Health haziM: Nonc Physical hazard: None Titic III Section 313: No reportable chemicals. Sktc: California No reportable chemicals. WHMIS Classification: Not controlled. Canadian Domestic Substance List: All chemicals are Iisted_ 07/11/2003 FRI 16:44 FAX 425 961 7391 CAD14AN [in025/032 POZZOLITH°80 Page 4 of 4 10, ADDITIONAL,INFORMATION: (cont'd) TRANSPORTATION Shipping Name: NOT REGULATED Emergency Response Guide Page No.: NOT REGULATED DOT Reportable Quantity. NO REPORTABLE CHEMICALS Marine Pollutant. NL P =Moderate I'P =Severe WS =Water Sheen NL —Not Listed ND =Not Determined This information is furnished without warranty,representation,or license of any kind,except that this information is accurate to the best of Master Duilder s knowledge,or is obtained from sources believed by Master Builders to be accurate. No warranty is expressed or implied regarding the accuracy of this information or the results to be obtained from its use thereof. Master Builders assumes no responsibility for injuries proximately caused by use of the Material if reasonable safety procedures are not followed as stipulated in this Data Sheet. Additionally,Master Builders assutnes no responsibility for injuries proximately caused by abnormal use of the Material even if reasonable safety procedures arc followed_ Buyer assumes the risk in its use of the Material_ 07/11/2003 FRI 16:45 FAX 425 961 7391 CADMAN L0026/032 derlussu. 9 Admixture Systems North America Master Buildors, Inc. 16285 SW 65'h Ave Suite 104 Tigard, Oregon 97224 503-624-7911 April 3, 2003 Certificate of Conformance Rheocell 30 Master Builders Foaming Agent for Cellular Concrete and Geotechnical Applications TO WHOM IT MAY CONCERN: I, Alice McFarland, Manager, Quality Assurance for Degussa Construction Chemicals and Master Builders, Cleveland, Ohio, certify: That Rheocell 30 is a highly concentrated foaming agent for use in producing engineered, cellular cementitious mixtures including mortar, concrete, and grout; and That no calcium chloride or chloride based ingredient is used in the manufacture of Rheocell 30; and That Rheocell 30 is domestically manufactured and functionally equivalent to the products formerly designated as Meyco Fix 707, Finefoam 707 (imported from Japan) and PS-1193; and That Rheocell 30 meets the requirements for ASTM C869-91, the Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete. Alice McFarland LA u.- )bq- U&40' Manager, Quality Assurance Degussa Construction Chemicals � � � 07/11/2003 FRI 16:45 FAX 425 961 7391 CADMAN 11f027/032 degussa. MASTER C0115:"at`GD 0,cfrr,j y BUILDERS FOAMING AGENT RH EQ CELL 30 FUR CLSM ' Foaming agent for Controlled Low Strength Materials (CLSM)and Cellular concrete Applications Description WATER-PRESSURE SYSTEMS Recommended for use in- Rheocell 30 highly concentrated foaming agent is for Rheocell 30 is introduced to the CLSM mix using • Tunnel Annulus Grouting use in producing Controlled low Strength Materials a Rheocell foam gun. • Floor Fill (CLSM),and engineered,cellular cementitious mixtures t. Do not dilute or mix Rheocell 30 with water or arty (mortar concrete,or grout)for numerous applications. other admixture. • Nuclear Decommissioning Rheocell 30 foaming agent is suitable for use in Z.Connect the Rheocell foam gun to the water supply • Thermal Insulation combination with various types of foam generating of the Ready Mix truck or other main source of water • Basement Abandonment equipment,especially equipment that generates foam supply.A water source with a pressure of 30 psi • Unstable Soil Replacement via air pressure. P (2 bar)is required. • Mining Backfill Rheucell 30 meets the requirements of ASTM C 869, 3. introduce foam directly into the Ready Mix truck or - Slab Jacking -Standard Specification for Foaming Agents Used in continuous mixer and mix well with mortar or grout Making Preformed Foam for Cellular Concrete." mixture- - Pipeline/Storage Tank Abandonment Features When needed,set-controlling admixtures (i.e.,accelerators or retarders)meeting ASTM C 494 • Roof Docks • Liquid,easy to dispense requirements may be used to control the rate of set. • Pipe Bedding - Produces stable air and density(unit weight) However,the set-controlling admixture should be • Roadbase/Abutment Fill • Pre-selected strength and density values added separately to the mixture. • toad-Reducing Fill Concrete"End-Product"Related Benefits I here is no standard dosage for Rhewell 30 foaming • Void Fill • Good thermal insulation agent.The dosage is dependent upon the required deruity and end use.A trial evaluation should be • Mine Abandonment • Reduced bleeding,consequently reduced Conducted to determine the foaming time necessary • Slipliner Grouting segregation to obtain the required density.Contact your local • Trench Fill • Optimum workability Master Builders representative for mixture dosign • Backfilt assistance. • Easy placement by means of chutes_pumps, - Stn,ctural Fill or buckets • Highway Barriers • Lightweight structural material • lightweight Precast Panels Guidelines for Use AIR-PRESSURE SYSTEM Rlrewoll 30 foaming agent is a readyto-use solution for producing lightweight cellular concrete. PRE-FOAMED METHOD 1. Dilute Rheocell 30 with water by 20A times depending on the application. 2. Control the amount of compressed air and flow of diluted Rheocell 30 in order to obtain appropriate optimum Loam volume_Rheoceti 30 has an expansion rate of approximately 20-25 times the diluted solution 3. Introduce foam into either a Continuous miter or agitator truck directly and mix we?]with mortar or concrete. • 07/11/2003 FRI 16:46 FAX 425 961 7391 CADMAN �028/032 PDrformance Characteristics Recommendations AIR PRESSURE SYSTEM TEMPERATURE Cement Factor,Vyd'(kg/mJ 600(356) Rhetxell 30 can be stored at 34"F(1 'Q or above-Low temperatures may cause flocculation(clumping)of the Water.lblyd'(kV01 27o(iisq My material.!f flocculation occurs.allow product to warm at w/c 0.45 room temperature.70-73°F(21-Z3°C)and reconstitute —• by gentle agitation. Target Density 35 rb/ft'(561 kg1m3) Do not use pressurized air for agitation. taborattxy mixture.Foamed material pumped 150 ft(45.7m)in SAFETY increments of 5o 1t(15.2 m) Any prolonged contact made with Rheocellm 30 Foaming agent should be avoided,as it may cause irritation.If IMTlA1 DENSITY 118 00 m/1t'(1 tflol such contact occurs,the affected area should be washed DENSITY AFTER FOAMING lb/ft' fkg/m') Foam trot.sm. thoroughly with water.In case of eye contact,seek 36.6 (59Q1 25 immediate medical advice.When applying Rheocell 30 foaming agent,the use of chemical gloves and goggles DENSITYDFTERPt>ti1P1NG Ib/ft' (kg/m') are recommended. b0 ft(152 rrl 37.9 (6X1 100ft(305ml 407 (652) Handling and Storage 150fi05.7 m) 40.5 (6W) SHELF LIFE WMPRESSrvE STRENGTH w days psi Impal Rhoocell 30 foaming agent has a shelf life of afterfoamirg 60 (0.41) 12 months Depending on storage conditions,the after pumping 150 h(45 7 m) 100 (0 69) shelf life may be greater than stated.Please contact COMPHESSNE STRENGTH OZ8 days psi (MPal your Master Builders representative regarding suitability after toamirg 17U AM) for use and dosago recommendations a the shelf life of after pumping 150 h(45 7 m) ZZO i1- ) Rhemell 30 foaming agent has been exceeded. WATER-PRESSURE SYSTEM Packaging Rheocell 30 can be used with a variation of mix Rheo cell 30 foaming agent is supplied in 3 gal designs-straight cement.cement and fly ash and/or 01.4 L)pails.55 gal(208 L)drums and sand mixtures- 275 gal(1,040 L)totes- lutrtWfFiHrRQ—STRAIGI}TCEMENT MASS AS BATCHED Related Documents Type I Cwwr,Iblyd'Ikym') 600(3561 Material Safety Data Sheet-Rhowell 30 foaming agent Ovate[Ib/yd'(kVrn") 270 0 80) Foam Time seconds 59 Additional Information For additional information on Rheocell 30 foaming agent Initial Density(Unit WeighO I Is ROP(1,290 VrrP) of on its use in developing a con totc or mortar mixture, Density((fiir Weight)After Fwming 37 Ib/ft'(593 kwrrpl contact your Master Builders representative. Compressive Strength 07-day 110 psi (076 MPa) IM 18 day 210 psi(1.45 MPa) 'Masses shorn are as batched prior to foaming.Proportions for the CLSM miqures will be different when adjusted to a cubic yard(0.8 t utzc meter) MASTER BUILDERS,INC. NOTE,Data taken from laboratory evaluations. United States 237M Chagrin Boulevard Cleveland,Ohio 44122.5554 PlKtne 800.MBT.9990 Fax 216.039.W21 Caasds IBM Clark Blvd Brampton,Ontario L5T 4M7 Phonc BM.387_SM2 Fax 905 7920651 &-osn"o t.&-,A OWTH,O,AG S"11071TY 91`00re1nU P65 www.mastarbuilders-tom 9�p2.M1aa 07/11/2003 FRI 16:46 FAX 425 961 7391 CADMAN 029/032 MATERIAL SAFETY DATA SKEET SKW-MBT MASTER BUILDERS 2411OUR CONTACT MASTER BUILDERS,INC. TECHNOLOGIES,LT), CHEMTREC 23700 CHAGRIN BLVD. 1800 CLARK BOULEVARD 800-424-9300 CLEVELAND,OHIO 44122 BRAMPTON,ONTARIO L6T 4147 D.C.AREA 483-7616 216431-5500 905-792-2012 Prepared by: Dcpartmcnt of Safety&Fnvironmcnt Page: 1 of 4 Revision Date: 07/12/2000 Control No. 123237 This document is prepared pursuant to the OSHA Hazard Communication Standard(29 CFR 1910.1200). Where a proprietary ingredient is shown,the identity may be made available as provided in this standard. All components of this product are included in the EPA Toxic Substances Control Act(TSCA)Chemical Substance Inventory. 1. PRODUCT NAME: RHEOCELL 30(Formerly_PS 1193 ADMIXTURE) Chemical Family,: Cement Dispersing Agent EXPOSURE-LIMITS• 2. HAZARDOUS INGREDIENTS: CASNO TLV STEL PEE- CONTENT Butyl Carbitol 112-34-5 None None None 20-304/. Lauryl Aldehyde 113-54-9 None None None <5% Sodium Laurcth Sulfate 3088-31-1 None None None <5% `) Refcr to Scction 7 for available LD/LC(50)Health Hazard Data- 1 PIIYSICAL DATA: Boiling Point(oC): ca_ 100 Water/Oil Distribution Percent Volatile: Nil Coefficient; N/Av Freezing Point(oQ: ea.0 Solubility in Water: 100% Vapor Pressure mmHg W0(GQ: N/Av Specific Gravity: 1.015 Vapor Density_ >Air pH: 7.0-9.0 Odor Threshold:(ppm) N/Av Evaporation Rate: N/Av Appearance: Dark brown liquid Odor: Slight N/Av=Not Available N/Ap=Not Applicable ca.=Approximate 4. FIRE AND EXPLOSION HAZARD DATA: HMIS Hazard Rating No. 0 (Minimal) Flash Point: Non-flammable Method: Not Applicable Auto-Ignition Tempemrure; Not Applicable Limits Of Flammability: LEL: Not Applicable UEL: Not Applicable Extinguishing Media:This material does not give a flash point by conventional test methods_Use extinguishing agent suitable for type of surrounding fire. 07/11/2003 FRI 16:46 FAX 425 961 7391 CADMAN (&30/032 RHEOCELL30 Page 2 of 4 4. FIRE AND EXPLOSION HAZARD DATA: (Slight) Special Fire&Unusual Hazards: None(mown_ 5. REACTIVITY DATA: HMIS Hazard Rating No. 0 (Minimal) Stability. Stable. Not sensitive to mechanical impact. Incompatibility_ Strong mineral acids. Hazardous Decomposition Products: (After water has evaporated.) Oxides of Carbon and Nitrogen. Hazardous Polymerization: Will not occur. 6. ENVIRONMENTAL&DISPOSAL INFORMATION: Action to Take for Soills/Lcaks: Take action to eliminate source of leak; contain Spill by diking;vacuum up liquid or use absorbent media;remove to storage for disposal and rinse residual stain with water. Waste Disposal Method: Dispose in accordance with local,provincial,state and federal regulations_ This product is biodegradable and, can be disposed of in a sanitary treatment system or licensed land application facility. 7. HEALTH HAZARD DATA: HMIS Hazard Rating No. 1 (Slight) PRIMARY ROUTE OF ENTRY_ Dermal Effects Of Overexposure Inhalation: At room temperature,exposures to vapors are unlikely due to physical properties. Eyes: Can cause slight irritation. Skin Contact- Prolonged contact can cause slight irritation. Skin Absorption: Not expected to be absorbed through the skin in sufficient quantities to increase overall toxicity_ LD(50) Dermal CASRN 112-34-5 4120 ragAg Rat, ingcstion: Amounts ingested imidenW to industrial handling are not expected to cause injury. LD(50) Oral CASRN 112-34-5 6650 mg/kg Rat. Chronic: Product does not contain carcinogenic materials as defined by OSHA Hazardous Communications Act 1910.1200. Materials are not known mutagenie,teratogcnic,or reproductive ltealtil hazards 07/11/2003 FRI 16:47 FAX 425 961 7391 CADW Z 031/032 RHEOCELL 30 Page 3 of 4 S. FIRST AID: Inhalation: Remove victim from exposure. If difficulty with breathing,administer oxygen. If breathing has Stopped administer artificial respiration,preferably mouth-to-mouth. Scelc medical attention. Eyes: Flush eyes with water,lifting upper and lower lids occasionally for 15 minutes. Seek medical attention_ Skin_ Remove contaminated clothing. Wash thoroughly with soap and water. If irritation persists seek medical attention- Wash contaminated clothing before reuse. Itt estion: Drink two glasses of water,that induce vomiting by taking IPECAC syrup,salt water or by placing finger at back of throat Do NOT give anything by mouth to an unconscious Person. 9. SPECIAL PROTECTION INFORMATION: Ventilation: Ventilation is generally not required. Personal Protection Equipment: Do NOT wear contact lenses when.working with this material. Use chemical goggles/safery glasses with Side shields and Rubber/Nitrile gloves. Selection of specific items such as bouts and apron will depend on operation- Wcar respirator protection whenever airborne concentrations exceed TLV or TWA limits.Use NIOSH/OSHA approved respirators equipped with an organic vapor cartridge for listed hazard. Confined spaces,rooms,or tanks are areas where concern for TLV's is especially important. Reference OSHA Regulation CFR 29 1910.134 for recotttmended respiratory protection. 10. ADDITIONAL INFORMATION: Average Shelf Life: Refer to Product Data Sheet. Special Instructions: Keep fiorn freezing REGULATORY INFORMATION: Title III Section 302: No reportable chemicals. Title III Section 3I 1/312, Health hazard: None Physical hazard: None Title III Section 313: CASRN 112-34-5 a 30 State: California No reportable chemicals_ WHMIS Classification: Class D,Div.2,Sub B Canadian Domestic Substance List: All chemicals are listed. 07/11/2003 FRI 16:47 FAX 425 961 7391 CADMAN Z 032/032 R1IEOCELL 30 Pagc 4 of 4 10. ADDITIONAL INFORMATION; (cont'd) TRANSPORTATION National Motor Freight Classification(NMFC):NOT DETERMINED Description: NOT DETERMINED Emergency Response Guide Page No_- NOT REGULATED DOT Reportable Quarttity NOT REGULATED Shipping Name: NOT REGULATED-USE NMFC DMCRIPTION Marine Pollutant: NL P =Moderate PP =Sevcrc WS =Water Sheen NL =Not Listcd NU =Not Determined This information is furnished without warranty,representation,or license of any kind,except that this information is accurate to the best of Master Builder's knowledge,or is obtained from sources believed by Master Builders to be accurate. No warranty is expressed or implied regarding the accuracy of this information or the results to be obtained from its use thereof. Master Builders assumes no responsibility for injuries proximately caused by use of the Material if reasonable safety procedures arc not followed as stipulated in this Data Sheet. Additionally,Master Builders assumes no responsibility for injurics proximately caused by Abnormal use of the Material even if reasonable safety procedures are followed. Buyer assumes the risk in its use of the Material. 07121l2003 12:05 4254156126 PAGE 01 i� ST�s�S^. 7i?.�• ' Date: 7/21/03 To: Santana Trucking and Excavating Keggan 'Thompson Phone: 425-868-1111 Fax: 425-868-1611 From: ACF West Geosynthetics Scott Etzkorn Phone: 425-415-6115 Fax: 425-415-6126 Pages: 9 Subject: NE loth Stret Anacortes AVE. Material Submittals. Item 16: Amoco ProPex 4553 Item 47: North American Green S75 Item 49: Catch Basin Inserts Item 50: Clearing Limit Fence Item 52: Silt Fence Fabric. ,07/21/2003 12:05 4254156126 PAGE 02 R 0K ProPexQ geotextiles 4553 ProPex 4553 is a polypropylene nonwoven needlepunched fabric. This engineered geotextile is stabilized to resist degradation due to ultraviolet exposure. it is resistant to commonly encountered soil chemicals, mildew and insects,and is non-biodegradable. Polypropylene is stable within a p14 range of 2 to 13,making it one of the most stable polymers available for geotextiles today. We wish to advise that ProPex 4553 meets the following minimum average roll values-- Property Test Method Minimum Average Minimum Average Roll Value Roll Value (English) (MetnO Grab Tensile ASTM-D-4632 203 lbs 0.900 kN Grab Elongation ASTM-D-4632 501,10 50% Mullen Burst ASTM-D-3786 380 psi 2619 kPa Puncture ASTM-D-4833 1301b 0.575 kN Trapezoidal Tear ASTM-D-4533 801b 0.355 kN UV Resistance ASTM-D-4355 70%at 500 hrs 70%at 500 firs AOS ASTM-D-4751 100 sieve 0.15 rrazn Pernuttivity ASTM-D-4491 1.5 sec 1.5 sec" Flow Rate ASTM-D-4491 110 gal/min/ft2 4470 Urnin/rr max. average roll value Amoco Fabrics and Fibers Company manufactures the nonwoven fabric indicated above. The values listed are a result of testing conducted in on-site laboratories. A letter certifying the minimum average roll values will be issued from the manufacturing plant by the Quality Control Manager at the time shipment is made. DATE ISSUED:06/03/02 Amoco Fabrics and Fibers Company 260 The Bluffs Austell,GA 30168 PH: 770-944-4569 FX: 770-944-4584 Exclusion of Liability Information contained in this publicatmn is accurate to the best of the knowledge of Am000 Fabrics and Fibers Company Any information or advice obtained from BP othew ae than by means of this publication and whether relating to 8P materials or other materials,is also given in good faith However.rt remains at all times.the responsibility of the customer to ensure that eP matenals are suitable for the particular purpose intended. lnsofar as materials not manufactured or supplied by BP ere vsed in conjunction with or instead of BP matenals.the customer sheUld ensure that he has received from the manufacturer or SUDDiier all the technical date and other Intolmetlon relating to Such materials.3P accepts no liability whatsoever(except as otherwise expressly provided by law)arising out of the use of information supplied,the application of Drocessing of the products described herein,the use of omer materials in lieu of BP materials in conjunction with such other metenals Published by Amoco Fabrics and Fibers Company by BP and Helios mark are registered trademarks of Amoco Fabrics and Fibers Company Amoco Fabncs end FiGerr Comoanv a part of BP Tuesday,October 07,2003 2:02 PM Washington Rock Quarries 360-893-1664 P.03 t REPORT MAY 2 12002 CONSTRUCTION TESTING LABORATORIES, INC.ISSUED 1201 East D Street,Suite 101,Tacoma,WA 98421 Telephone(253)383-8778 S1 Facsimile(253)383-2231 ,.T May 15, 2002 i WA Rock Quarry, Inc. s C , u 4m TESTING SAIA TPI Emay 15, 2002 N/A N/A REPORT t coorew4M Client NUMSEK 37 ':PU0CHASE .HUMSER,t':.: NIA 91R., N/A :.OftDVtNO.-:'. N/A T-1764 44 C-1 17, C-137 & D-2419 No Deviations) . wyreRlAl ' CSBC 2- 344 No N/A Stockpile P—By CLIENT 9&T(CLIENT) Kopowsin .7, 7, '�Tlo -SI SV-E SPECIFICATION ARSORPTION-:1 ---- -- - --7 --,, 1-1/4" 100 100 '5�0-, .,-- V 99.3 80- 100 5/8" 72.6 50-80 7' 1/2" 61.4 FRACTURE FACE 3/8" 51.4 1/411 40.5 # 4 34.1 25-45 # 8 25.3 PLASTIC LIMIT P-L) 10 23.2 # 16 18.2 LOOSE UNIT WEIGHT # 40 11.1 3- 18 J. # 100 6.8 PA TEST # 200 5.0 0-7.5 (Wet Method) = 40 (32+) SPECIFIC GRAY"(50) OULFATS SOUNDNESS($8) .............. 8OL',(3)CLASNFfCAT1ON:.;, FIMP RaiA!k N/A CONFORMS UIPM T -. (8) quipment Set #s 2 & 4 W�'t(/den lfmd OOMPLUE6 May 16, 2002 er wk�zr�gNAftovAL-doti4st.AIM'ATORY?ftv.'104$'Wy,sk666T.PMTAlt4SOKLy.TOT.HEMNti!kIAL RESTED ffvm WORD\SOILS-AGG.LAS REPORT PROFILE VZOLEON DATE REV:10/19/00.02-04-02*cc:F1UF\CU6W\MAIL DIST,UST DATE TYPED:05-17-02 DATERECO: 05-1 7-02 Tuesday,October 07, 2003 2:02 PM Washington Rock Quarries 360-893-1664 p.04 11 Page I of I Aggregate Source Approval Report .11ft Washington5tatc WS®OT MATERIALS LAB 09/24/2003 Department at Transteortatien Aggregate Source Approval Report Owner: Washington Rock Quarries Inc. Aggregate Source: QS-6-332 Leasee: Known as: Kapowsin Quarry Located in: SW1/4 SE1/4 Section 5 T17N RSE County: Pierce Remarks: Pit Run Materials: Prior to Incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine if the material does In fact meet specification for the intended use: BackfiH for Rods Wall Backfill for Sand Drains Bedding Material for Thermoplastic Pipe Bedding Material for Rigid Pipe Blending Sand Foundation Material for Classes A,B or C Gravel Backfill for Foundation Gass B Gravel Backfill for Walls Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Drains and Drywells Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the E&EPD Materials Lab Gravel Base: Test Date: 11/07/1991 Expiration Date: 11/07/2001 Drainage: R Value: 72 Swell Pressure: 0 Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of GRAVEL BASE Mineral Agg.and Surfacing: Test Date: 10/16/2002 Expiration Date: 10116/2007 Absorption: 1.43 Bulk Sp. G: 2,662 Deg:44 LA: 16 Currently approved as a source of aggregate for: AC Other Courses ACP Wearing Course 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 Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR-14 Day: ASR-One Year: CCA Absorption: CCA Sp.G FCA Absorption: FCA Organics: FCA Sp.G: LA: Mortar Strength: Petrographic Analysis: Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of AGGREGATES for PCC Riprap and Quarry Spalls-. Test Date: 10116/2002 Expiration Date: 10/16/2003 Absorption: 1.43 Bulk Sp.G: 2.662 Deg:44 LA: 16 Currently approved as a source of aggregate for: Backfill for Rock Wall Quarry Spalis RipRap Rork for Rock Wall and Chinking Material Stone for Gabion Cribbing Distribution: Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System http-//www.wsdot.wa.gov/biz/mats/ASA/ASAReport-cfin?prefix=B&pit_nO=332 9/24/2003 Tuesday,July 08,2003 9:21 AM Washington Rock Quarries 360-893-1664 p.02 B SIT REPORT x MAY 2 1 2002 CONSTRUCTION TESTING LABORATORIES, INI�- >:. n 1201 East D Street,Suite 101,Tacoma,WA 98421 s Telephone(253) 383-$778L "AI 1 + MW Facsimile(253)383 I( +.3i, OKN'4 ni'MR .r�,x .rt .n+rt .t. .�!,.., -aL3�t.1,'.sttiti.lr,srZ A { v °At¢r a May 15,2002 WA Rock Quarry, Inc. Y � "' May 15, 2002 MISC. TESTING N/A PROJECT ` NIA MoRr`-y ADORIsS8 RAT 36 Client NUMBER wwowck o;; N/A oOROW. ' N/A T-1764 NurteeR N/A Y r5. +'.1,�`,K�t� ;�:w'1�'�x..,_n�.•.�. �:,..� s:�"�"._ L.$��fJI.RR�N C-117,C-137 & D-2419 No Deviations �- -343 No N/A 7YaECSTC CLIENT Stock ile SAMPLED BY T---- re�Ea►d¢N s 't Oa (CLIENT) LocATIWY Kapowsin auBilmTEasY OF SUPPLY -iCS �, +"14 A �'� .n�s"i� .�a. " '5IEYEsJiM1lAt�525�' ': ,r i I •! "d-_.!.� •-�e�, •,AUW 1+�( . SIEVE SIZES;{�X.PA.�+.SZN6', =;SPECIFICATION ABSORPTION 100 100 3/4'9 DEGZiAGAtKiN 5 J811 98.2 -- Doer RAna _ 1/2" 90.1 90-- 100 piNENESSMODUWS 3/8" 76.1 FRACTURE FACE(FP) 1/4" 57.7 rnroRaaErEa # 4 47.1 46-66 U►A6RASION ' , 7fGU ( i # 10 29.3 PI A sTsc LIMrr TL # 16 21.5 # 40 12.2 8 —24 Coose uNIT welotrr' # 100 7.8 oRii!!wICIM_ mEs,, # 200 5.9 10 Max. pN TEST (Wet Method) = 44 (32+) SAND ECUNAT tom) 1 SPECIFIC GRAVITY (80) ; SULFATESOIJ,NONESS t6� • , %MOISTURE SOIL(S)CLASSIFICATION RELO R¢MARKS. ..; N/A �f .MS t :,r M SUMMED c Equipment Set #s 2 & 4 ser usEDGOMPLET M 16 r B. vden/fmd r'_DATE y 2002 RY 1cRo::/ MSmiMi lk&MTgaAT.R'MDTteRUR000ClDEXCWr1Klh1L;WITNOUTT}'R'•�T��APPROVALOPTHELARORATORY(rov1IIP9a REPORTPHLtA7NS'OM:YTOTHEMATE1iA1.TE5TEDt 02-04-02) WORD\SoILS,c .LAB REPORT PRORLE\F.DQLEON DATE REV:10/19100.0244'02 CC,F0.E\CWENT\MAIL OISf.UST DATE TYPED:05-I6-02 DATERECD: D5.16-02 Tuesday, July 08,2003 9:21 AM Washington Rock Quarries 360-893-1664 p.03 ' WSDOT MATERIALS LAB �a/z1 i2oo2 AftL Washington Mate e Department of Tiranspotrtatlon Aggregate Source Approval R 00 CA rt port Owner: Aggregate Source: QS-B-332 Leasee: Known as: Kapowsin Quarry Located in: SW114 SE114 Section 517N5E County: Pierce Remarks: Pit Run Materials: Prior to incorporating any of the following into a job, Gradation and Sand Equivalent,tests shall be performed to determine if the material does in fact meet specification for the intended use: Beading Material for Thermoplastic Pipe Backfitt for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Blending Sand Foundation Material for Classes A,B or C Gravel Backfill for Foundation Class B Gravel Backfill for Gravel Backfill for Pipe Zone Bedding Walls Sand Drainage Blanket Gravel Backfill for Drains and Drywelts Gravel Borrow Select or Common Borrow No Preliminary Tests are required to be performed by the E&EPD Materials Lab Gravel Base: Test Date: 11/711991 Expiration Date:111712001 Drainage: R Value: 72 Swell Pressure:0 Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of GRAVEL BASE Mineral Agg. and Surfacing Test Date: 10/16/2002 ;Expiration Date:10/16/2007 Absorption: 1.43 Bulk Sp.G: 2.662 Deg:44 LA: 16 Currently approved as a source of aggregate for: ACP Other Courses ACP Wearing Course 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 Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates:Test Date: Expiration Date: ASR- 14 Day : ASR-One Year: CCA Absorption: CCA Sp.G: I FCA Absorption: FCA Organics: FCA Sp.G: LA: Mortar Strength: Petrographic Analysis: Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of AGGREGATES for PC Riprap and Quarry Spalls: Test Date: 10/16/2002 Expiration date: 10/16/2003 Absorption: 1.43 Bulk Sp. G: 2.662 Deg:44 LA: 16 i Currently approved as a source of aggregate for: Backfill for Rock Wall Quarry Spalls RipRap Rock for Rock Wall and Chinking Material Stone for Gabion Cribbing Acceptance tests need to be performed as necessarv. Distribution:Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System 1 Jul 09 03 10: 34a 360-893-1664 p. 2 AUG 2 4 2000 CONSTRUCTION TESTING LABORATORIES, INISSUED 1201 East D Street, Suite 101,Tacoma,WA 9 For Zf Telephone (253) 383- ��L?�..�� E •�,`��.�S�� Facsimile(253) 383- • CUE.M . Washington Rock Quarry August 22, 20 9 00 MISC. TESTING ;, � � Li " August 22, 2000 PROJECT DATE SPEGMENS);S1fBMilTED: 9 NAMe .. ,. .,.,... _SPEV.MEWS).SIiMMO BY_; CLIENT,_. • NIA .. Jerome(CLIENT) . sPecf�►ENSstsueMirr�o sir:.,:; o of Client - r..fWA _._... MATMAL;_ 2" CRUSHED ROCK 'c acT;Nq;+ NIA :. Q, ._ NIA `ioa!�o N!A . 0-572 • ,DX N/A 9E _ WA Rock Quarry SUPKYI same as source of sample ; a ; Sieve(wet)Analysis _DATE WLErED..:: August 23, 2000 'cCHNICiAN JCROSS1fmd REPORT NO. �5 PROJECT NO.: Tom°0783 SIEVE ANALYSIS. ADQfTE'UNAL DATA. SIEYE.SPLE %PASSING SPECIIiICATTUNS A tioa: 2" 100 yDeradation: 1-112" 98.6 _: ...... 314" 54.8 :Fineness 1Vfbdulw 1/2" 34.6 Fractiue 318" 27.9 1/4" 21.2 .Hydroipeter .................... #4 18.3 #8 14.0 _F A Aliasion # 10 13.0 Liquid Liiuit # 16 10.8 _.Plastic"l:imit'`(RL) #40 7.8 Plasticty:.>ndmc(PIS: . #100 5.4 T� sJtut.Weil; #200 4.0 :Ekganic Lagnriiles: Tests: .........._... $and:Ecluivaloit(S� 79pe6ific.Gravit3!.� 6? n: }Y .SW.A77Lrr.•47�.IW�WI�S. i` �So7Is,Class fiGat oas. �:aRsatacs:.,. N/A NIA siiMsF'srniv's NIA =§ili r(sX;FAXEDar:. FRANNIE ?eR s r 1)9&s,• aw T..: HARRY 1 LAURIE � �To 08/24/00 AM. 893-1664 - 0 360 93-1 Fib wnrd I Data Tvnari-nRIMinn i data Rpm-owAinn Jul, 09 03 10: 34a 360-893-1664 p• 3 r CONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street,Suite 101,Tacoma,WA 98421 Telephone(253) 383-8778 hF ih4 ,y �. Facsimile(253)383-9931 'ix� y Mi ,,;.:: f u�'•: n :: ::. �:i.::; A dl 23 2002 G WASHIN TON ROCK QUARRY i#W NIA )TING N/A MISC '•`S9 :pk•a'••'.SLc r p,�c:a�}".r`,`: N/A NIA ;.:t :;.: 24 eoxci Client rxcx M A "..tog e i� F4� � � i'.i:• y 3y' +�, 1,• 1�'' �: fit i�}.'��ay, /yam +i(i�p.{ T yk '�• j� 'w'.�;s...�,.���e.�.�`:��'.�7P'�5r"•��t d.'�' �',ani ��'tv��,�,�.1M Y �/-1�! '?MA�h'. CMi�"a:.�^'s. .... ... 2-290 C117/C136 No Deviations ;`>`` :''" _ " :` F -; NIA C rushed Rock(2!f Minus '.<: h ` Client < : Quarry ` v*"5.:;,�S.+w�}!f�Ctti.+f•'w.::::.JI�,:.::" ' WA Rock Client T Jf>4�i l..iL L'lil.RS ...ne0v, c� tit-'exit;. b'A:,'��y.`,sr k;�k;},;.p ' ',�°<.u�� •��Ar �� '"'r''�avi��'h`Ntrv`;°'.'r.F:'i•:%�. •`.t'S.' S'�?' '' r„• � k'tW" ''f,va:77�.° ✓}'lac �,�r �yy �y�• A"t%ar';`.a ,i•:c'.r.�rw. 2" 100 1%ff 92.9 22,8 �t3iI��`,�.'Li�E`S+yS[�[R!!C�'�(#��c;Q1�`�F1t`• N/A <3.cj s a3��tl�flla7 +1�st� tT 4 M c -�-; ---- E ui mentSet#2 JCROSS 1 }; Aril 25, 2002 Reporfsiud[notbmtaprodueedezcAp3tnf�ll,•vAthoutfhew�ttenepprrnrel'o�tha�.le�ot+tai�Y.RM�oltiidchh►�oniy.to;the`ii►MeFiattesEact�:i�h�:;; `;'•,.;`: MSmit� WORD 1 Date Revised: 101191001 Date Typed:04125/021 Dated Reed:04125102 OCT-08-03 WED 03:58 PM GLACIER NORTHWEST FAX NO, 425 881 3471 F. 01 # f 4r-117 M,-',si i tle i r -isiTkal Sheet i' Fax: Pages: [.l U".*-eP,'! [7 ra-Rovlew ❑ Please Coamwnt ❑Please Reply ❑Please Recycle I I' yott (it) 1iot receive all pages,Please contact: `ir1('ea.ymfllnie F""'Ind & Gravel ov ill l ni o,WA. 98065 ,25--. 8-9795 Vav,4 2 5-8 8 1-3 4 7 1 `v,I.3 1)iilliI,S.l•.- Y_0.III)\;q92 SNOQUALMII:.RYA 9uU651 (425)M-9795 • (200)764-3010 FAX(425)RN1-3471 OCT-08-03 WED 03:59 PM GLACIER NORTHWEST FAX NO. 425 881 3471 P. 02 Fax Njmbcrs: 5975 East Marginal Way S. Corporate ()M))764-3012 Seattle,WA 98134 SaIes (206)764-3014 P.O.Box 1730 Crcdlt (206)764-3013 WA 98111 Warehouse (206)762-3077 c, c, f v vi F s r klephure: QOG)764-3000 Ccmcm Torminal (705)764-717f; .'4ioqualmie Sand & Gravel AGGRFGATE TEST REPORT [,It It A-503 Date 10/8/2003 9-03.9(3) lli'odticl I'lo, 8802 1 1/4" Minus Base Course by F13 Sampled by GTB Dry Washed Field Test � icyo Size' Retained, Pass Specs weight 0/1) % 1 1/4" 0.0% 100.0% 3 14 1.7 20.3% 79.7% 2,48 29.7% 70.3% I/T1 3.42 40.9% 59.1% 4.1 49,0% 51.0% 114 4.88 58,4% 41.6% L1- 5.32 63.6% 36-4% 10 112 33.0% 24.4% 110 259 76,4% 8.6% 14 Y)o 311,6 91.9% 3.0% 4,41tal 3392 ha, V16ol1t 8,36 I lul- ok Sand 4.3 S>,md .Pqijiv 59% Clay 7.3 JUL-15-20U3 TUB. H:�8 AM LAKE61DE UFEKR'11UNb rA4 NU. 4' b J1J �b�2 F. Ul/UL # P -/� LAKESIDE INDUSTRIES Fax TO, Kagan From Dave Beu I ZS -31 J -L�L Fmc 425-868-1611 Pogm 2 Phor 425-NO-1111 Doi= 7/1 fa003 Roo Pit A-189 Class 4/6 Mix Design cc: ®Urgent 13 For Revdow ®Pteome Gonmmmt 13 Pkmm Reply 13 Pkmm Rstyr le JUL-15-2003 TUE 09:28 AM LAKESIDE OPERATIONS FAX NO. 425 313 2622 P. 02/02 Y-19-03 MON 12:34 PM FAX NO. P. 02 M � Mat» � U3 PAl t•71 t+� Leivmuw� ,....aYo..wv » f Washington State Department of TransportaYeo m aterr;a �60ga7355 j PO Box 47365 Olympia / 1655 8 and A BITUMINOUS SECTION TRST REPORT ORK ORDER NOt 006571 i LAD ID Not 0000296238 TEST t3 s A.C•V- JOU MIi DESIGN CLASS A' AND B TRANSMII'TAS, N0: t46238 DArB FL Ut 04/2�1 003 MIX In No: 930573 D�►T D JiQS: 64/2Z/ 003 BID ITEM NO: 9R 9ECTII3 �� + si3 INTpJjCi•JA GE RAMP pAVING MONTIAKE{I R*EiA21(*-*_R_w_a ,,t_+.,►_ J*-* * *.*.*..*CONTRACTOR'S ARal'OSAL Combined epecificatione Hat'Z: 0 BLENDA SAND Sources -18 4 i00't Ratio. 84, 100 100 100.0 100 i00 3/4 100.0 -1 100.0 97 90-100 1/2 97.0 V 00.0 86 15-90 g/g 93.0 0.0 58 46-66 q &0.0 .0 37 34-42 10 28.0 8 17 11-24 40 155.0 5.4 :3-7 200 6.20 PSIS-t-+_..+_�-i_R_t_�-f_ir_t_w_W•'* -w,+rW.*�*• *_,r t» -*-w. ORATORY RNALB 512 5.7 6.1 6.5 i Afiph 4 by Wt of Total D9 4.3 '�• 22 i Stabilometex "S" Values sa 41 41 07 74 274 3101 ! Cobesiometer "C" Valuat �3Q 197 194 153 i Density (1b9/cf) - 50.4 151.2 153.0 Ib3.5 153.6 153.5 voids - volume in Mixt 5.6 4,4 216 1.6 0•8 0'2 voids in Mineral Agpt 1513 14,7 14,8 1.5.2 15•6 flax Densit from Rice: 158.5 157.6 X *-.r 4 EyAY,t3ATION•-t-'�-*-'t-*-w'+_t_t_*_wr*r i.tFrWbWs11_ LTTMAN ' tttfff O 0.08ar 0,174 U,S,gIIa Vitival Aypearance t ELI LIGHT NONE 97 I Retained Atrengtht 70 60 78 85 CHEVRON visual Appoarance SLIGHT NONE NONE NONE & Retained Strength 68 Y 79 94 97 Supplier U.S,07L U,6.01L AY 0 t Asphalt (byy total mix) 5.0 Grade of Asphalt PG64.22 P064!32 k AAti Wri (by wt ass.) 0.33 0.3 ; Typo of Ahtj Strip UP-5000 �- Max. DeAgity 1be/af ls&.1 blixizYg Tatirperdture 305 TO 315 F 31INFORMroe Y) Ignition ri4rnace CorNUM ER:ion g30573 (0.84 3Q573 S{ MIX ID bYUMRERc • ee.�w�r rNYrrYf IIDy�y�pv7ra794 P,-�i6==__:a=11t3a�1t3G==='=== aa�srcxral �7.K=�RirnOs.eK4 T�eadguarterc; T150-1 Matexiala Pilo x T166-2 nituminous Section x T172-1 THOMAs H. BAMR, P pAgion: Northweat T1.75- materials Engine CoRsereaot lori� __'41 x By: Dennis M. buf Materials EAgr--41 x (360' 70 s car' PE: M. slilpSRAW x(2) Aatet te: 05/OB/2 ' JUL-15-2003 TUE 09:28 AM LAKESIDE OPERATIONS FAX NO, 425 313 2622 P. 02/02 W-19t-03 MON 12:34 PM FAX NO, P, 02 VAhl- Y UJ rlll 1'.�l AI81VWlIlVV IM1.•ueeliuv ...FAX. Washington state Departmant of Trazisportation - Materials Laboratory � PO Box 47365 OlymPia / 1555 5 2ad Ave Tumwater J WA 28504-1365 BITUMINOUS SECTION TPST REPORT i WORK ORDER NOt 0065Z1 T$ST 0 s A.C.D. jlOU kjj DESIGN CLASS h AND B LAB ID NOt o992386238 AA7C$ PL}i.D� 04/2a/ 003 TRANSMITTAL NO: ;,2 13d►T �vvD J�Qg: 04/22/ 003 MTX IA 1Jo: p3a573 9R ;,,& BID ITEM NO: SECTIt t' � 613 INTR(tCIMGE RAMP PAVING MONTLAXE INTERCIWC3 �a_w.*-.*.-*-*.*.*-*CONTRACTOR'S PRQp08AI��-r•*-t_,r_r_�.R_w_c„*_w. w.xr* �� ►t Nat'l. 0 8L RAND Combined Speo ficationB Saurcel A-189 Ratio: 84 16,0 ]k loot --- 100 3.00.0 100 3/4 10010 100.0 100 10o 1/2 97.0 �f 0010 97 90-100 3/e 83.0 a0.0 86 75-90 4 &0,0 D0.0 58 46-66 10 28.0 $ 37 30-42 40 15.0 17 11-24 200 6120 5.4 3-7 w. �ORATORY Asph t by tit of Total N ,r� 4.3 4.8 5.2 5.7 6.1 6.5 i airabilametex "S" value: t+' 14 41 41 36 3� 22 i cobesiometer OC° valuac ( 30 197 194 297 274 201 Density 41bs/cf) : 0 50.4 151.2 153.0 153.5 153.E 15315 i Voids - volume in Mixs 5.6 4,4 2.6 1.6 0.8 0,2 t voids in Mineral Aggt 1513 14,7 1418 15.2 15.6 ; Max Density from Ricer ISA.S 157.6 .t _8- _*_w _dl .wl.,heR-w_+LOTTMAN $,1`r;J4 EVALUATIDh7a_*-�e-ti_+�_*-�_�►_*_+_a-x_w_ � Q 0.08% 0.174 0,33t 0.50�r U,S.01L Visual Appearance: ELI L10HT NONE NONE NONE l It Retained atrangthl 70 60 78 65 87 CREVRON visual AppaaianCa SLIGHT NONE NONE NONE t Retained Strength 68 Y 79 94 97 0 Supplier U.S.01L bN U.S.OIL RT CH t Asphalt (by total mix) 5.0 10 Grads of Asphalt PG64.22 P064- t Anti at tip (by wt agg.) 0.33 9,3 Type of Ahti Strip UP-5000 VP- Max. Density lbe/of 15a.1 158.1 Mixing Tw4perature 305 TO 325 F 354 TO 324 Ignition Furnace Coxeecthion Pa,ctax: (0.84 JNFORMATX0 � Y) MIX ID NU"ziz: 30573 30573 �� Remarksi "Clow >s►.valtYrraNxsSr�smw v�t�l�OF.-�i6:�C��Rd19II�aali.Zy=�===='ate-•srcx,e>rl ��Rc�Cepaxsasaltif Headquarterc: matteriale Fila X T166-2 �✓' Bituminoum Section x T172-1 THOMAS 8. SAKER1 F gagionz Nor't%, Wsat T175- Materials Rnginee ' r, cvt�sC.ruotion 41 x By: uennis M. buff .0_(. Materials Engr�_4i x (360) 709-542005/O x(2) B/2 gQ: M. BHIKERAV� 7-22-2303 3:30PI'A FROM SANTANA TRUCKING 868 1611 � `173 3 P. 2 Tuesday,July 22,2003 11 02 AM Washington Rock Quarries 360-893-1664 p.01 Z3 , 31, Tren,k -�o , Q wwr�r SPtillf Attention: KEEOAN THOMPSON Date: 7/22/2003 Company: SANTANA TRUCKING/EXCAV. Number of Pages: Fax Number.- 1-425-868-1611 Voice Number: 1-425-868-111 From: Washington Rock Quarries Company: Fax Number: 360-893-1664 Voice Number: 360-893-1661 Subject: SUBMITTALS Comments: SORRY FOR THE DELAY...ATTACHED ARE OUR SIEVE S FOR PIPE BEDDING RIGID PIPE AND 2 OTHERS ANALYST R , (DEPENDING ON THE SPEC YOU NEED; PIT RUN WHICH SHOULD WORK FOR BANK RUN GRAVEL, AND OUR PIT 1APPROVAL REPORT FOR THE SPALLS AND RIP RAP BECAUSE THEY ARE VISUALLY INSPECTED DUE TO LARGE SIZE. IF YOU LET ME KNOW WHAT MATERIAL THE POND EMBANKMENT (FILL IS AND WHAT SPEC YOU NEED, I'LL WORK ON THAT RIGHT AWAY. jBRITTANY 7-22-2033 3:29PM FROM SANTANA TRUCKING SGS 1611 P. 1 SANTANA TRUCY_ ING & EXCAVATING , INC . FACSIMILE TRANSMITTAL SHEET TO n FROM- __ COMPANY; DATE: T_ tY of 1vroN Z/2 z/o-? FAX NUMBER' TOTAL NO OF PAGES INCLUDING COVER 4 24 -g3o- 72 f( /0 PHONE NUMDER: PRO)ECT: RE �vl�/�Pt7�TRLS Q URGENT 0r"OR REVIEW ❑PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/CONIMENTS! Axel _- �,ee' Azrsir 7/�r.4 L.S lG.f�M Gs�s�s!/itiG To�(I A-"- 5 NovLo 7,#Ic 44.E or' O'lv oa'�i7s I q� 2 313�� -7 74G- L✓f+�Yiiu(,. eCVC4 TKe w/L- 7-CA) )eons , (K) /i1,gNfL Yv v, 23316 RED-FALL CIfY RD, #64' REDMOND. WA 98053 (425) 868-1111 (FAX.) A64_1611 7-22-2003 3:31 PM FROM SANTANA TRUCKING 868 1611 O P. 4 Tuesday,July 22,200311.02 AM Washington Rock Quarries 360•693.1664 •DC- �Il y��`� ? P i f p 03 B T 19, Z o,21 REPORT APR u 6 ZHO CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 1201 East D Street,Suite 101,Tacoma,WA 98421 r, Telephone(253)383-8778 Rg ,` � Facsimile(253)383-2237 �z> � Washin ton Rock Quarries, Inc, » e sk8 'z, s March 31 00 _�:,. MIVd. TESTING "' ,":,._, '�:r�g ....�, t "w,• larch 37, 00 CLIENT 4A., NIA :5g {ien `�)abpmue& f ,F Har CLIENT Client NIA bedding Material for Flexible Pile � 7; 4`:� NIA NIA (Type �!�,� Joj:�Ng;' N/A N/A Lab#, 0-250 an�parafSlc Stockpile kocrQno£ gl WA Rock Pit G." -A«q Sieve wet Analysis Ari103 2000 JCR06S1fmd :? r; 72 T-0783 M/A4i �. 314" 100 100 112" 88.6 ;..� 3A 89.6 70—100 'jessl ' 1/4" 87.8 Yaw, .J #4 79.8 55—100 i. #8 57.7 .. ....,.k ,'" #10 60.1 35—85 #20 21.4 20-80 );Xff #40 I'L l 10—55 9200 1.3 0.3 'la '. YY. n'e71C�aj'=1:�,y5 7-'i�/yA ^�!1 � •yam.: NA [VJ!M"Rln1_n'�I!1S^1i5� `.�9y'; ':ri" `:r''.a;k.:..:,�C`;a`r�a•TC.•�:'' F�A44 4'w1", - �i:7,4,� hd„S� �. RL4tl�CT%S1SrI'A'R1s.;s, NIA {•. �. robRBmllh Wnn1 I Data T•unad:OU(1 MO I Data RwA:Anril a.20M 7-22-2003 3:30PM FROM SANTANA TRUCKING 868 1611 O K - S`d d-; P. 3 Tuesday,July 22,200311:02 AM Washington Rock Quarries 360-893.16U DC, L_` _A r; 3 P 02 `�' r` 81 �- z 3, 1 y REPORT APR 0 s �000 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 49 0 1201 East D Street,Suite 101,Tacoma,WA 98421 Telephone(253)383-8778 �f a + j,a' a"'o— -, °"` Facsimile(253)383.2231 I mil Washington Rock Quarries Inc. ''"' "`;,: Gtk, : March 31 00 MISC. TESTING r. �:� ... March ad < CLIENT tih etsse7` N/A Ha CLIENT Client y N1A le»a1r;�k Bedding for Ridged P' _ f N/A :°�w:o � NIA '' ':..«.� 'r..., � .,_.c. .._ N1A �#-' g Lab#. 0-249 Stock He oar pr; WA Rock Pit . Sieve wet Analysis Aprri 03, 2000 -0783 JCR�Slfrrld r Joe 100 rot M v 1/2" 96.8 3/8" U-6 114" 31.2 #4 6.2 #10 asp #16 0.6E M 200 0.16 0-7 ,�T:(�ti'a'.,' -'1i1,�,� d!.'.�'La,►i `•..� i�is 1 T,wiy} ..y • •�'�iJYi.'iil:'•J.�GI.:'I:'::�.:t'i�' Iw:�f'.. 1F^HU O'•Kt�. e»� ► NIA NIAw��,� .,.N�Rws DIR9mNb Went I Data Tv&A!04ID4I00 I Data Rnrd!Aril 4.20M 7-22-2003 3:32PM FROM SANTANA TRUCKING 868 1611 p P. 5 Gfa�a) Tuesday,July 22,2003 11 02 AM Washington Rock Quarries 360.893-1664 �L ii p.04 er�39 REPORT JUN 1 8 H02 CONSTRUCTION TESTING LABORATORIES, IN(SSUED .�. 1201 East D Street,Suhe 101,Tacoma,WA 98421 Telephone(253)383-8778 Facsimile(253) 383-2231 June 14 2402 N/A 4r k�.....,s> NIA ti.. NIA Tr C Y Y I 1 4'l�'""Y ;�k -Client T-1784 C117IC136&D2419 No Deviations � ���a�� >>"M�t�.v 2.40© t t� J Bedding £+-' •d'?�„1,,1~.'; N/A Stockpile ,, Client King Creek Client �..f �,i�.a'�b '�•74?, t +;;•r".'h2 x'r�`o.�l'�.4'IkYt:i!'1'� `Srw�� .ate 1" 1 100 100 -- %V 100 �— 25-80 #4 310 #40 12.1 2.6 #200 1.2 50/0Max , a ' Wet-61(35%min)NIAr >�< 12. t5 -' S x. Egul�meat Sets#2&4 t Conforms JCR / v. Y �. �: June 17,2002 _n `•:1� �1�. ��i'��I'�.'wf�P6t' 1��y�77 a�E,4re�r'�r`xis ., WORD 1 pate RdWsed:I Otto=I Date Typed:06N 71021 Deal Read:06117102 7-22-2033 3:34PM FROP•1 SANTANA TRUCKING 868 1811 P. 6 Tuesday, July 22,200311 02 AM Washington Rock Quarries 360-893-1664 P 05 lNwtC]DN8 TcaswSEAv►cET SPEARS GIaTOOa+rALFWnlanNc ENGINEERING Sl Cot4TRL=)ON MAM!tw.s Emwmw"� e0r4rft T0w?aoxoTMwotl mfflrrr TECHNICAL Snr_utt jw w Rtxas&B>M "S tlrtp//www.ss`046M EPM.coM SERVICES TEST RESOM OBTAIN M 71r�tib,�.1..r:12/6noo2 t�i IDl P4 tLa 73W '13.0WA1S.'LaMpp.,,i1�11Ut3e,ttl;t 7s,-lndi wty5l[.3IM pt qta�.tid7.i 7 Q9c.I�.1.1lidira aja+blover.«tv.P,Afe,chMtaincrc Mt.e l! .—_ _ 2!0 L1l0.0 K 1f0o0w 91WA A>ruat_ X . p y, 1A9101rA Mf1TbT W p1VYvt zotr xt.a out+` Tew ye...�.sr: nl�iStU 1'96t �. 3.7} A.0 " Mlyow: AS7At',r IW5 X --- _.. . _._. t.qw 37.5 Q3% Vey Dry Amtrne3sfGr. Pont a*'�.+t ont7 Do to � VI 12}' )I.S 2.17 Harder D1&r.— 11t./t\' 1(0A' rio'N..n' #A Y 6w 1.00' 750 74.L% t 31% 129.1 x= 1)7,4 (We 7.0h Vr 73• 2 5,1% 134.1 23413 ]}nt I. ;W` tDA tfll oL 3 7.71L 072 21% Y4^ 1 a,s syta x d 9.dt4 1;G9 2193 VK• yJ 1"C%x 114• 6o 4r.2'A 7f.0u 21A r 04 41,4'/� Moutur�Demity UQ'17o�P t10 2340 2.1W 400 .. .........................................\\ - 77.1 14 plan ...... .. _.. ........... 7:7.dv Kv'Vade�•�.,.a....�1� •� t16 ►.ifq 16S% i �r ........ ... .. .� •••` �,...s. law R,111 glifr t ..,:_.................. ... ...�. . l 04 cS� D sc21 350 flaw ;..........,�...................................... urL 1.1K1 �I110 0.450 l.SK tm Wh L I.W. rra IGK b141 0106 ..Cco nir va;dl ca,rv. car. fA t,ll u III • uu Ptxttl ,zoo 0 o7S o.tlsl s.o ao _.---_ APNAAm.AS*aFwn ►SIM D-471&CMI OM far(AwnbA VWi u+ V.901.4a co"am DMOCY OpW— KRIVII.d c m and W*d! U Waam %orp w:stz% 0,554 1a'Slaw 0>,tA' Klf+�l Meidlrc 3h`Skne IbJh' >�'^t b�nmo 4'►y1vd:41411 1}ppy 2a86 5'4 l iY,tj =,x21 A.21ti Itt7. I t1.1 2.10= .9'q e.Salt:CbT . ltrx Ia0.7 ri] �,�x a+a IaS.v ]S37 .4+A tr:01a tl:MW t1x 14ZA 7-M 7% 30% 1a7.7 2_b4 a3x tv 7A32 Ft t 5.9% PI:W A 1.ro rnd..e►e ar,.►aw a..�..I'L n471w - Sand Equivaicnt: 78 P O 9cuc 1007 Phone- (253)833.7967 Report Q202a-Dot AvaunN,wAsHtNGiroN98071.1007 FAX (253)135-?flKl Page 3 of 3 Td Wd -.eye ZOW 81 '["If 'Qd NRi� W�tid 7-22-2003 3:34PM FROM SANTANA TRUCKING SGS 1611 Q K F., o'"ry SCa(If P. 7 Tuesday, July 22,2003 11:02 AM Washington Rock Quarries 360-893-1664 p.06 ANIL WSDOT MATERIALS LAB VC,- 10/21/2002 wI/ Washington ope t rent of Transportatdon Aggregate Source Approval Report Owner: Aggrcgatc Source: QS-8-332 Leasee: Known as: Kapowsin Quarry Located in. SW1/4 SE114 Section 517N5E County: Pierce Remarl.s: Pit Rua Materials: Prior to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine if the material does in fact meet speclficatlon for the intended use: BackGq for Rock Walt Backfill for Sand Drains Bedding Material for Thermoplastic Pipe Bedding Material for Rigid Pipe Blending Sand Foundation Material ror Classes A,B or C Gravel Badtfiil for Foundation Cims 6 Gravef Backfiil for Welly Gravel Sackfill for Pipe Zone Bedding Gravel Backfill for Drains and Drywells Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the E&EPD Materials Lab Gravel Base: Test Date: 11/7/1991 Expiration Datr,.11/712001 Drainage: R Value:72 Swell Pressure:0 Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of GRAVEL BASE Mineral Agg. and Surfacing Test Dutc: 10/16/2002 Expiration Date:1 0/1 6120 0 7 Absorption: 1.43 Bulk Sp. G: 2.662 Deg:44 LA, 16 Currently approved as a source of aggregate for: ACP Other Courses ACP Wearing Course ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Courso Gravel Backfill for Foundation Class A Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessarv. Portland Cement Concrete Aggregates:Test Datc: Expiration Date: ASR• 14 Day: ASR-One Year: CCA Absorption: CCA Sp.G: FCA Absorption: FCA Organics: FCA Sp. G: LA: i Mortar Strength: Petrographic Analysis: • r Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of AGGREGATES for PC Riprap and Quarry Spells: �Tcst Date: 1 Oil 6/2002 Expiration date: 10116/2003 Absorption: 1 A3 Bulk Sp. G:2 662 Deg:44 LA: 16 Currently approved as a source of aggregate for: Sacktill for Rock Wall Quarry Spalls RipRap Rock for Rock Wall and Chinking Materlai Stone for Qablon Crlt>bing Acceptance tests need to be performed as necessarv. Disrribution:Physical Testing_ Project Engin-u Region Operations Region Matcrials _ Aggregate Source Approval Systcm I _Y HD Fowler Company-WW00087.4DW-Order#B42471 - - 1, 1 -2, 1 1 � I I , Z�, 1 Hancor,Inc.Drainage Handbook Specifications ♦ 1-2 HANCOR BLUE SEAL'M PIPE SPECIFICATIONS Scope This specification describes 12- through 60-inch (300 to 1500 mm) Hancor BLUE SEALTM pipe for use in gravity flow applications. Pipe Requirements BLUE SEAL' pipe shall have a smooth interior and annular exterior corrugations. 12-through 48-inch (300 to 1200 mm) shall meet AASHTO M294, Type S. • 60-inch (1500 mm) shall meet AASHTO MP 7, Type S. • Manning's "n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the BLUE SEAL TM joint meeting the requirements of AASHTO M294, or AASHTO MP7. 12- through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 1040 Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 36- through 60-inch (900 to 1500 mm) diameters shall have a reinforced bell 8k spigot including a bell tolerance device and an axial reinforcing bridge plate between the bell and the first external corrugation. The bell, bridging, and expansion resistance rings shall be covered with a protective wrap. The gasket corrugation shall be reinforced with a closed cell structural foam core. Fittings Fittings shall conform to AASHTO M294 or AASHTO MP7. Fabricated fittings shall be welded at all accessible interior and exterior junctions. Material Properties Pipe and fitting material shall be high-density polyethylene meeting ASTM D3350 minimum cell classification 335420C. The closed cell structural core must have a density no less than 6 Ibs/ft3 and compressive strength no less than 20 Ibshn2. Installation Installation shall be in accordance with ASTM D2321, with the exception that minimum cover in trafficked areas for 12- through 48-inch (300 to 1200 mm) diameters shall be 1 ft. (0.3 m) and for 60-inch (1500 mm) diameter, the minimum cover shall be 1.5 ft. (0.5 m). Pipe Dimensions /_ A,, J Nominal Diameter,in mm 15 24 30 36 42 48 60 mm 300 375 450 600 50 900 1050 1200 1500 17.7 28.4 36.0 41.4 48.0 55.0 67.3 Pipe O.D.,in. mm 361 450 546 21 914 1052 1219 1397 1709 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57.4 73.7 Flare O.D.,tn. mm 391 496 607 59 963 1107 1290 1458 1872 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 Pitch,In. mm 51 61 76 102 102 117 147 147 198 Approx.Weight, 70 100 130 220 330 400 500 597 861 Lb120 ft, (K916m (32) (46) (59) (100) (150) (182) (227) (260) (315) stick ©Hancor, Inc.,June,2001 *B1,UE SEAL® Specification r- s i Page 1 of 5 f. Friday; JL BLUE SEAL® PIPE SPECIFICATIONS z Scope Products ► " Markets ► This specification describes 12- through 60-i nch (300 to 1500 m m) Resign Aids ► Hancor BLUE SEAL pipe for use in gravity flow applications. Ducks Unlimited ► Ordering ► „z .., ,.. About ► ' Pipe Requirements Contact Us ► Monthly Drawing ►Featured Products BLUE SEAL pipe shall have a smooth interior and annular exterior ► Case Studies corrugations. Installation Video Co-op Advertising 12-through 48-i nch (300 to 1200 m m) shall meet AASHTO Hot News M294, Type S. 60-inch (1500 m m) shall meet AASHTO MP7, Type S. 14 Manning's"n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the BLUE SEAL joint meeting the requirements of AASHTO M294, or AASHTO MP7. 12-through 60-i nch (300 to 1500 m m) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 104' Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 36-through 60-i nch (900 to 1500 m m) diameters shall have a reinforced bell & spigot including a bell tolerance device. The bell tolerance device shall be installed by the manufacturer and covered with a protective wrap. The gasket corrugation shall be reinforced with a closed cell structural foam core. Watertight Field Test Performance To assure watertight field performance verification may be accomplished using ASTM F 1417 or ASTM C 9696 test procedures. Appropriate safety precautions must be used when field testing any pipe material. Fittings Fittings shall conform to AASHTO M294 or AASHTO MP7. http://www.hancor.com/product/bluesealspec.html 07/18/2003 BLUE SEAL® Specification Page 2 of 5 Fabricated fittings shall be welded at all accessible interior and exterior junctions. Material Properties Pipe and fitting material shall be high-density polyethylene meeting ASTM D3350 minimum cell classification 335420C. The pipe material shall be Hancor Resin 8TM, which is a slow crack resistant material evaluated using the single point notched constant tensile load (SP-NCTL) test. Average SP-NCTL test specimens must exceed 24 hrs. with no test result less than 17 hrs. The closed cell structural foam core must have a free rise density no less than 3 Ibs/ft3 and compressive strength no less than 20 Ibs/in2. Installation Installation shall be in accordance with ASTM D2321, with the exception that minimum cover in trafficked areas for 12- through 48-inch (300 to 1200 mm) diameters shall be 1 ft. (0.3 m) and for 60-inch (1500 mm) diameter, the minimum cover shall be 1.5 ft. (0.5 m). a For a closer look at BLUE SEAL, click here. Pipe I.D., in. 12 15 18 24 30 36 42 48 60 (mm) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) Pipe O.D., in. 14.2 17.7 21.5 28.4 36.0 41.4 48.0 55.0 67.3 (mm) (361) (450) (546) (721) (914) (1052) (1219) (1397) (1709) Flare O.D., in. 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57.4 73.7 (mm) (391) (498) (607) (759) (963) (1107) (1290) (1458) (1872) Pitch, in. 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 (mm) (51) (61) (76) (102) (102) (117) (147) (147) (198) Approx. Weight, Ib/20 ft 70 100 130 220 330 400 500 597 861 stick (kg/6m (32) (46) (59) (100) (150) (182) (227) (260) (315) stick) BLUE SEAL®Joint System http://www.hancor.com/product/bluesealspec.html 07/18/2003 .BLUE•SEAL® Specification Page 4 of 5 arts raTY rkat* r� vw Om nV -W t > Avv ro"cAwt s no antw� k- t•.ar xs�-rya at�v rantser sta �� ►y�rs� WOO k http://www.hancor.com/productibluesealspec.htmi 07/18/2003 PRECASTIG GRANITE &[ONERETENNE. 31, 32 TRANSMITTAL RECORD Santana Trucking DATE: June 30/03 JOB: NE 10'h Street/Anacortes Ave.N. E. Attention: Butch We are sending {X }Herewith ( ) Under separate cover Drawing prepared by: (X) Granite Precasting& Concrete ( ) By Others Drawing No. No. of Copies: Description: 1 EA Certification Letter 1 EA Type 1 Catch Basin Detail 1 EA Type 1 L Catch Basin 1 EA 48" Catch Basin Detail 1 EA 54" Catch Basin Detail 1 EA 72" Catch Basin Detail l EA 48" & 54" Joint detail 1 EA Gasket Data l EA Lane Step& Ladder Detail 1 EA Conc. Inlet Detail (X ) For Approval ( ) Approved { X ) For your use ( ) Approved as noted (X )As requested ( ) Please resubmit Darrell D. Anderson Sales r' Granite recasting Inc. PRECASTING U21RANITEK CONCRETE INCN WE CERTIFY THAT ALL MATERIALSA A SUPPLIED DOMESTIC ORIGIN: LY WITH FOLLOWING SPECIFICATION 1) MANHOLES AND CATCH BASINS CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 &ASTM C-990. 2) ALL CONCRETE AIR-ENTRAINED 3) AGGREGATE AND SA SUPPLIED FROM Vl1ASHINCrTON STATE PIT #F-192. 4) WELDED WIRE FABRIC CONFORMS TO ASTM A-82 & A-18S. 5) ALL REBAR CONFORMS TO ASTM A-615. SINCERELY, MARK SALISBUR.Y PRESIDENT 4115 Bakerview Spur- Bellingham,VITA 98226 - (360) 671-2251 . 1-800-808-2251 Fax: (360)671-0780 Meets or Exceeds wSDOT standard plan 6-4a T Inlet Catchhasin Meets or Exceeds City cc of Seattle Type 252 TM g� Manholes constructed in accordance with ASTM C 478 I . --- -36" i _26„ i ' +.)..f y .�tiC►Pid a 16" 22" 32" i i I � 3" 4" 16" 18" 26„ WEIGHTS j Type 4 Catchbasin j�,60 Lbs CONCRETE Fc=4000 psi �7a 28 days REINFORCING STEEL i Type 4 Inlet Welded Wire Fabric ASTM A185 0.12 Sq.1n./LF Min. No Wire Fabric in Knockout n PIPE PENETRATIONS Catchbasi ! Standard Knockouts all Sides i _...------- PRECASTING EL ® GNANITE CONCRETE INC. 4116 BAKERViEW SPUR • BEWNGHW, WA 98226 • (360) 671-2251 • 1-800-80B-2251 • FAX: (360) 671-0780 ......., in Meets or Exceeds WSDOT standard plan B 1 catchbas Mannoies constructed in accordance with ASTM G^47$ f .I Type 34 ', ;y r � ., —26" y" I ! i 22" 30" i { r I � ran ,1 I 44,E ' WEIGHTS Type 1 Catchbasin 1800 Lbs " CONCRETE -- 4f Fc=4000 psi @28 days REINFORCING STEEL i, Welded Wire Fabric ASTM A185 0,12 Sq.In./LF Min, No Wire Fabric in Knockout PIPE PENETRATIONS s Standard Knockouts all Sides Type 1 Catchbasi n PRECAS"i'il''1{G & UxIMNITE CONCRETE i121C• 4116 9A1(ERVIEVf SPUR • BEWN0l.0, a 98226 • (360) 671-2251 1-Bo0-808-2251 • FAX' (360) 671-0780 ¢s¢� M� Te 1 L Catchba min Meets or Exceeds WSDQT ait plan C �� � Manholes constructed In accordancente with ASTM -478 40" i 24" I i i I 40" 20" 36" i l 32„ 6" 28" 36" 1 L Reducing Slab�� i g 1 i i WEIGHTS 1 L Catchbasin 2000 Los Reducing Slab 500 Lbs 2811 CONCRETE 44" Fc=4000 psi C&28 days REINFORCING STEEL Welded Wire Fabric ASTM A185 0.12 Sq.ln./LF Min. ! 14" No Wire Fabric in Knockout 4., PIPE PENETRATIONS Standard Knockouts ail Sides i a 1 Watchbasin � PRECASTING vac, GRANITE CONCRETE INC. 4��41% BAKERVIEW SPUR - BELUNGHW, WA 98226 • (360) 671-2251 - 1-800-808-2251 - FAX: (360) 671-0780 Meets or Exceeds WSDOT standard plan B-1 e 48" Type 11 catchbasin Manholes constructed stConfomstoASTIVI -443 78 Rubber Gasket Conforms to ASTM G443 Polypropylene MH Steps Conform to ASTM 0-478 04' 02' 2' Top Slab 24"Dial Round or 20"x 24" Rectangular Hole 2", 4", 6" or 12" 4" 6" or 12" Adjustment Ring 20.11 x 24" Riser WEIGHTS Top Slab 1500 Lbs Riser 900 Lbs/Ft Base 2' 3200 Lbs 8" Base 3' 4100 Lbs Base 4' 5000 Lbs 11,2',31,4' CONCRETE SECTION Fc=4000 psi @28 days 1 l REINFORCING STEEL Welded Wire Fabric ASTM A185 Rebar ASTM A615 Grade 60 Riser 0.12 Sq.in./LF Min. Base W/Integral Riser 2" 0 ( 21,3',4' 0.15 Sq. In./LF Min. BASE Base Slab 0.23 Sq. In./LF Min. _ PIPE PENETRATIONS 6" Maximum Hole Size 36" Minimum Distance Hole to Hole 8" 48" Standard Knockouts 4@26" Dia. 58" Bases with out Knockouts Available Cored Holes Available to Job Specifications PRECASTING GFMNITE CON RETE #NE. 44116 BAKERVIEW SPUR • BEIJNGHAM, WA 98226 • (360) 671-2251 • 1-800-808-2251 • FAX: (360) 671-0780 54"" Type 11 Catchba�i�n Meats or Exceeds dWsoOT standard ncewiithAST .0 Manholes constructed In accordance with ASTM C-47d Rubber Gasket Conforms to ASTM C-443 Polypropylene MH Steps Conlorm to ASTM C-478 (D T2p,Slab 24"Dia Round or 20"x 24" Rectangular Hole 2",4" , 6" or 12" 4" ,6",12" or 24" Adjustment Ring 20" x 24" Riser WEIGHTS Topslab 2100 Lbs BID Riser 1000 Lbs/Ft Base 2' 3675 Lbs Base 3' 4675 Lbs Base 4' 4615 Lbs(w/ko's) 1' 2' 3' 4"�5'r 6' Base 4' 5675 Lbs r > 1 SECTION CONCRETE Fc=4000 psi @28 days REINFORCING STEEL Welded Wire Fabric ASTM A185 Rebar ASTM A615 Grade 60 21,3,,4' Riser 2111 0.14 Sq.in./LF Min. BASE Base W/Integral Riser ' 0.19 Sq. In./LF Min. Base Slab 0 ( I 0.19 Sq. InJLF Min, 8" PIPE PENETRATIONS �„ 54�� , Maximum Hole Size 42" — 1. ( Minimum Distance Hole to Hole 8" 64"-- Standard Knockouts 4@36"Dia. Bases with out Knockouts Available Cored Holes Available to Job Specification 4 "rxRANITE CONCRETE NC. 4116 BAKERVIEW SPUR • BEWNGHAM, WA 98226 • (360) 671-2251 • 1-800-808-2251 - FAX: (360) 671-0780 Meets or Exceeds WSDOT standard plan B-le Manholes constructed in accordance with ASTM C-478 7211 Type II catchbasin Rubber Gasket Conforms to ASTM C-443 Polypropylene MH Steps Conform to ASTM C-478 Top Slab 24" Dia Round or 20"x 24" Rectangular Hole 2",4",6" or 12" 4" 6" ,12"or 24" Adjustment Ring 20" x 24" Riser l WEIGHTS a Top Slab: 4000 Lbs Riser: 1500 Lbs/Ft Base Slab(8"): 4000 Lbs 1',2',3',4',5',6'/ 7 Base Slab(12"): 6000Lbs 1, SECTION CONCRETE Fc=4000 psi @28 days REINFORCING STEEL Welded Wire Fabric ASTM A185 Rebar ASTM A615 Grade 60 Riser 0.18 Sq.In./LF Min. Base Slab 0.35 Sq. 1n./LF Min. A PIPE PENETRATIONS 8" Maximum Hole Size 60" Minimum Distance Hole to Hole 8" 6tv, 72" Cored Holes Available to Job Specification 84"-----( IREANITE E0N RETE NE. 414716AKERVIEW SPUR - BEWNGWIM, WA 98226 • (360) 671-2251 • 1-800-808-2251 • FAX: (360) 671-0780 s P '"REC'''`AS '`TING GRANITE & EONERETE INEW JOINT DETAIL a.r�a 0.422 A.S. a,�a d�dtiU" `-114GUE 0.146 � I g• 1/li R i 200 ' 1/4 � l QLTNN I ��h1AL $(�Q''�1C, yCfW A AOTINGS' W, 54 BO", 72" STRUCTURES ET /9 ANIT .* 4-6^ 47 WAS 4118 BakerviOw Spur 0 B9ilin ham, WA 08226 • (360) 671-2251 1-800-808"2251 • Fix, (360)671.0780 1311 g � ra mom ea 0O 00 ■���Ir a 0 q 0 a i100 00 00 as a o 0 0 8rr 0o oa as 00 ao a 00a0a00oo000000000a00 o 0 0 0 0 0 0 0 0 0 o a a o 0 0 0 a o a 0 314's 114" OVAL REFLECTOR 1411 err 1 aa00000 Pw 14938 ��/NTZF,'NA1�N,�4L 1/2" Grade 60 Steel P.O.Dw was Reinforcing 8or M"s Aws)G"-w?T iMY O.W.LOW s"n"Ffrry Ad FAX(503)60+070 lu»lAdn,or#W 91051 ACTUAL SIZE f, JJ" l'11' i RAIL RUNG she' Grads 60 Round Bar 1I2' tirade 60 Reber � r� 'a�.,^� ,��tt,ti.«.• ..its, � 12" =10,1011000000C RADIUS WALL APPLICATION O O a a 0 CQ- a0000 FJ ti�2� FLAT WALL APPLICATION Ladders to be fastened to wall with 1/2" x 2114"stud anchors , Polypropylene conforms to i• ASTM D-4101, Ladders meet 1 all ASTM C•497 load WALL FASTENING requirements. POLY LADDER iNr, AN�rr1aVAL Ct?/�PDRA'r1CaN Phone 5031684.0077 P.D.Box 925 Fax 503l684.0078 18067 SW Lower Bounes Ferry Rd. Woight Each: 17 lbs. 1-800-666.0076 TualMn,Oregon 97062 PV1YjPr0)7Y10n0 NOW760/0 StORS SPECIRICATIQNSi All Lane Poly Steps meet the requirements of ASTM C-478, AASHT4 M-199, WISHA and all OSHA specifications, The polypropylene conforms to ASTM D-4101. The 1/2" Grade 60 deformed reinforcing bar meets ASTM-A-615. LONG IRVITY; Copolymer polypropylene is known for its high impact strength and superior resistance to the corrosive environments found in sewers. SAPR?Y't Lane poly steps have sure footed self-cleaning tread design, Poly steps will not spark so there is no danger of igniting sewer gases. 1NSTALLATIONi 1) The step can be cast In place. 2) Driven Into preformed holes with concrete cured to 1000 PSI minimum, 3) Driven into two parallel 1" diameter holes drilled 13" or 10" on center. 3.112" deep, 4) Drill two 1.1/8" or 1-1/4" holes, 3.1/2"deep. Apply epoxy in the hois and around the barbs of the step. Push the step into the holes allowing the epoxy to flow out to the square shoulder of the step. Any of the above methods will resist a pullout force of over Il 300 lbs. Associate Member of WMP PNCPA ao�nr..r:r.. Ca N1a0u+law 1 Pre-Lubricated Pipe & Manhole Gaskets t Tomorrow's technology is... The TYLOX SuperSeal Pra•luhrlasted Cavity oempreeefon section(bad pre-lubricated gasket of today. A distinct innovation that becomes the total solution in the joint sealing of concrete pipe, sanitary and storm sewer systems, box ` culverts, and manhole base and riser sections. Serrated Montle(tuba) orlfloca(lamail) u;{ i Y Y.z• , Pipe Joint Design A suitable Illustration is provided to the left. Detailed Joint drawings t P: meet your specific requirements are available from Hamilton Kent's eng nearing department. D Advantages I f Unique Design �;f� • Self contained lubricant • No special handling or packaging Plana We fYLOX SbpSr9oal Centre the spigot In the The mantle Section of the • No threat of lubricant contamination or deterioration around tho spigot and of the bell and push tripe home. TYLOX superSoal rally over • Saves time and mess of lubricant application Was.ThS rYLbx suuorseol tho eumpraoulon area of • No equailzatlon required should rest firefly against the gasket and comes to rest Out eplgul shoulder, in the anal(annular space. Function The TYLOX SuperSeal gasket has silicone lubricant encapsulated In the tube During pipe r3sembly the mantle rolls over Via oompreesion area of th gasket resulting in a watertight seal. The mantle sections final resting pos tion Is in the smell arinuiar space, preventing coricrete to concrete contact Gasket Sixes The TYLOX SuperSeal gasket is manufactured for concrete pipe sizes fror 250 mm to 3600 rem (10" to 144") In diameter, maintenance hole (manholes)from 900 mm to 3600 mm(36"to 144")In diameter and be culverts of all slzee. Material Specifications The TYLOX SuperSeal gasket Is manufactured from top quality rubber, p gasket material conforms to or exceeds C.S.A.A-257,A.S.T.M,0-443,an c-36j. spoolfioatlons. Special chemical resistant EPDM, Neoprene, or Nitille rubber are also available upon request. Markings TYLOX SuperSeal: Diameter in metric and imperial, job number(allowir traceability)• quality control Our state of the art production and laboratory facilities, as well as u staff of competent engineers, chemists,and technicians,work together ensure the highest quality pipe and maintenance hole (manhole)gaeks available today. Service For more than half a century, Hemllton Kent has been the leader in t' manufacture of rubber gaskets to the concrete pipe and maintenance Inc (manhole) Industry in North Arial our complete line of joint seals products, ongoing research and development programs, and a knl ledgesbie sales staff, continue to make us number one and second none within the Industry, The leading Manufacturer of 1777 Molded and Extruded Gasket Products r,Iamuton Kent 77 cerlingview Drive, Etoblcoke, Ontario, Canada M9W 5C6 /�I Tel-(416)515.7822 (800) 268.8479 Fax: (416) 474.6060 871 Deming Way, Sparks, Nevada, USA 89431 Tel,(702)359-7018 (800) 648-1.266 Fax: (702) 3WO873 1 amilton Kent PHYSICAL TEST REPORT FOR TYLOX SUPERSEAL CUSTOMER: ISSUED DATE : 314198 GRANITE PRECAST PART TYPE: TSS COMPOUND: HK 0266 A.S.T.M. C-361 SPEC. A.S.T.M. TEST METHOD SPEC. PHYSICAL TEST REQUIREMENT OBTAINED Hardness D2240 40 - 60 48 Tensile Strength D412 2300 psi min. 2516291 Elongation @ Break D412 425% min. 5420A Modulus( 300% D412 Compression Set 0395, Method B 20% max. 13.11%, Oven Aging Tensile Retained 96 hrs @ 70`C 058*F) 85% min. 93.90% (DS7310412) Oven Aging Elongation 96 hrs @ 701C (158°F) 80% min. 91 .10% Retained (0573/0412) Oven Aging Hardness Change D2240 i + 8 ts.) (+4 ts) Low Tern erature hardness D2240(22hrsQ -10"C) t + 15 ts ) (+4 ts) Water Absorption Volume D471 2.60% Water Absor tion Weight D471 5%max 2.50% . Ozone Resistance D1149 no cracks Passed (72 hrs. In 60 hm) Quality Control 77 Carlingview Drlve, Etobicoke, Ontario M9W 5E6 • 7'el:(416) 675-7822 1-800-268-8479 • 1~ax:(416) 674-6960 East Jordan Iron Works, Inc. We Cover the InfrastructureTm Quality construction products made in USA since 1883. 1 -800-MANHOLE (626-4653) www.ejiw.com EAST JORDAN (1) PICKHOLE IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727- 1-800-874-4100 _ FAX 231-536-4458 a r= �oQoDATE aQo� N �000 ® DDEWN 08/07/02 aQ= Q=0-1Qoc=9-0 ED �o APPROV DATE o° DRAIN °o 0 0 C=D3705C ASW AO CM oosmm MANHOLE a L a0-9-0o9o0o0 v x - ��� �o� 3" RAISED LETTERING PRODUCT NO. (1) 7/8" DIA pP`NP (RECESSED FLUSH) (00,370503 HANDLING HOLE :OUTTOOMM V/ W PLAN VAC /W CATALOG NO. 25" DIA. 377005Z [635mm]— 37050 3/16" 1. REF. PRODUCT NO. [5mm] �- [25mm] 370524 370510 2 11/16"_j EST. WT. [68mm] BSIc - ON VOEWi FRAME: 220 LBS 100kg 26 1/8" DIA. 1" COVER: 141 LBS 64kg [664mm] [25mm] UNIT: 361 LBS 164kg 25 1/4" DIA.I [641 mm] OPEN AREA~ N/A 6 1/8" [156mm] MAT'L SPEC. COVER — GRAY IRON 3/4" } 23 1/2" DIA. ASTM A48 CL35 [19mmr [597mm] FRAME — GRAY IRON ASTM A48 CL35 33" DIA. [838mm LOAD RATING SEOMN V0E1�/n MACHINED SURFACE HEAVY DUTY EAST JORDAN (1) PICKHOLE IRON WORKS, INC. P.O. BOX 439 BOLT — 3 PLCS EAST JORDAN, MI. 49727- EQUALLY SPACED 120' 1—800-874-4100 APART ON 23 1/16" (586mm) FAX 231-536-4458 DIA B.C. (SEE DETAIL) O DRAWN DATE a o 0 0 ® Q 6 ® TCL 08/30/02 0 0 0 0 0 0 0 a00000000000000 do 0 0 0 0 0 0� APPROVED DATE o�0o Do DRAIN oo auwawo3705CPT an Ns CL35 000000000000vP x -OVERoFRAM o A 88FV 0�_y ✓�v�o�o�o�v,�`r ��•�� Sr 3" RAISED LETTERING Pp�NP (RECESSED FLUSH) PRODUCT NO. BOTTOM VIEW PLAN VIEW (3) BLT SOC. (ALLEN HEAD) DD PPEDi 25" DIA. 5/8"-11 X 1.5 SS CATALOG NO. [635mm�� PART # 00981177 [5mm] 1" 3 05ZPT [25mm] REF. PRODUCT NO. 00370525 2 11/16" SEC�TI)ON VIC�M%n 00370512 [68mm] EST. WT. COVER: 141 LBS 64kg 26 1/8" DIA. BOLTING DETAIL FRAME: 220 LBS 100kg [664mm] UNIT : 361 LBS 164kg 25 [6/�m�A. 1" 1 3/16" DIA, OPEN AREA [25mm] F [30mm] + N/A Ll 1656mm 1117m1m /4" DIA. COVER MAT'L SPEC. GRAY IRON L [ ] [ [19mm] ASTM A48 CL35 3/4" 23 1/2" DIA. } BOLT HOLE C` _AIL FRAME — GRAY IRON [19mm [597mm] ASTM A48 CL35 33" DIA. LOAD RATING [838mm SECTION VIEW MACHINED SURFACE HEAVY DUTY EAST JORDAN IRON WORKS, INC. P.O. BOX 439 3 3/4" EAST JORDAN, MI. 49727, [95mm] 1-800-874-4100 1 1/8" FAX 231-536-4458 WDE N LEA [29mm] DRAWN DATE 1 1/4" � " DEW 05/28/02 [32mm] 18 APPROVED DATE ni 4 3/4" 3/4" " [457mm] 17 3/4" [121mm] [19mm] 19 1/8 18" 16" 25" [451 mm] [486mm] [457mm] [406mm] [635mm] MIM5/8" T VANE GRATE & [16mm FRAME ASSEMBLY DIAGONAL BOLTING um im"WN roan-smelt feu 5 3/4• PRODUCT N0. [146mm PLAN VIEW SECTION OF GRATE 00770086 23 3/4" SECTION OF FRAME DIPPED [603mm 1 1 s/16" 1 15/16" � 2 7/8� � [49mm] CATALOG N0. [49mm] [73mm 7700M 2 DI 770OZ REVERSIBLE SECTION OF GRATE [38mm REF. PRODUCT NO. 00770014 00770046 25 1/8" [638mm 1 3/8" EST. WT. 24" [36mm (2) BLT SOC. (ALLEN HEAD) GRATE: 85 LBS 39kg [610mm 1 1/4" 5/8"-11 x 2 SS FRAME: 132 LBS 60kg 1 1/2" [32mm PART# 00+81206 UNIT: 217 LBS 98kg [38mm] 4. IL4' OPEN AREA [102mm] 100 SQ. IN. (654 SQ. CM.) 22" 3/4" [559mm [19mm MAT'L SPEC. 24" BOLTING DETAIL GRATE - DUCTILE IRON [61 Ommj ASTM 536 31" FRAME - GRAY IRON [787mmj ASTM A48 CL35 SECTION OF FRAME LOAD RATING HEAVY DUTY EAST JORDAN o Dc' IRON WORKS, INC. 3 RkSED LETTERING P.O. BOX 439 EAST JORDAN, MI. 49727� a� cDn / 1-800-874-4100 -+ to" -- -- FAX 231 —536-4458 0 x DRAWN DATE D _ I JIJ 07/09/02 ow 1011h `'�►'��►' + 18" APPROVED DATE [457mm] �+++� D -= 17 3/4` 19 1/8" 18" 16" 25" �.+.� [451 m rn] [486mm] [457mrn] (406mm] [635m m] 3/+- COVER & FRAME L i 1,[19mm] ASSEMBLY - DIAGONAL BOLTING our raeew taw.awa-sawt urs PLAN VIEW SECTION OF COVER � — PRODUCT NO. -n 00770088 D _ 23 3/4" SECTION OF FRAME DIPPED o [sosmm 1/2 CATALOG NO. a/4• 1 [19mm] [38mm] 770OA2 wm 770OZ REVERSIBLE 2 1/2' Qrl REF. PRODUCT N0. m (s4mm SECTION OF COVER 00770014 25 1/8" 00770028 [638mm 1 3/8" EST. ANT. 24" [36rnm (2) BLT SOC. (A1LEN HE4U) COVER: 95 LSS 43kg [610mm 1 1/4" 5/8 -11 X 2 SS FRAME: 132 LBS 60k [32mm PARTS 40981206 9 1 1/2" UNIT: 227 L85 103kg ti [38mm] c +- OPEN AREA [142mm] [19mm N/A N 22" / CD 1559mrnCD [9mm] MAT'L SPEC. w 24" BOLTING DETAIL COVER — GRAY IRON [610mrnj ASTM A48 CL35 31" FRAME — GRAY IRON ID[767mm ASTM A48 CL35 3 SECTION OF FRAME LOAD RATING H EAVY D U TY EAST o T I �f a r• p� IRON WORKS,A INC. 02mm `0 r�'",� 8' �+ Pa�r� EAST P.O. BOX XM14.349727 SOP 1-800-874-4100 FAX 231-536-4458 DRAWN DATE 10, e o"um } TCL 04/08/02 g '������®� r � 18' APPROVED DATE w s ® 17 3/4' 19 1/8" 18" 16" 25' [451 mm] 3/4' [486mm] [457mm] [4o6mm] [635mm] COVER & FRAME [19mm] ASSEMBLY SUM 1824 DIPPED � PRODUCT N0. PLAN VIEW SECTION OF COVER 23 3/4" 00770070 1 1/2 [603mm� !'j SECTION OF FRAME 7[19ml " 1 I [38mm] CATALOG NO. " -- `- 7700A DI 2 ,/2 2 1/2 770OZ REVERSIBLE SECTION OF COVER REF. PRODUCT NO. 00770012 25 1/8" 00770022 [638mm 1 3/8' EST. WT. 24" [36mm (2) BLT SOC. (ALLEN HEAD) COVER: 105 LBS 47kg [610mm 1 1/4' 5/8"-11 X 1.5 SS Tll 2' [32mm PARTS 00981177 FRAME: 132 LBS 60kg UNIT: 237 LBS 107kg [38mm] 4" 3/4' OPEN AREA � t [102mm] [19mm� N/A 22' 3/4" / [559mmj I[19mm]--' MAT'L SPEC. 24' BOLTING DETAIL COVER — DUCTILE IRON [610mm :t 31" ASTM 536 [787mmj---� FRAME — GRAY IRON SECTION OF FRAME ASTM A48 CL35 LOAD RATING HEAVY DUTY 1 S +arm &1 �� 2 �, 2 9 S�-?►m OS lO,�+� - 23,Zy H. D. FOWLER COMPANY 13440 S.E. 30th STREET POST OFFICE BOX 160 July 3, 2003 BELLEVUE, WA 98009 PHONE (425) 746-8400 LETTER OF TRANSMITTAL FAX ( 4 2 5 ) 64 1 - 8 8 8 5 Santana Trucking 23316 NE Redmond Fall City Road Suite 647 Redmond, WA 98053 Attn: Butch Phillips Reference: Storm System Improvements Renton, WA Per your request, we are sending for your approval the following submittals: (7 Sets) DESCRIPTION M&H/Kennedy Resilient Valves HDF Fabrication HDF Valve Boxes Olympic Foundry Frame & Cover Olympic Foundry Frame & Rings Romac "CB" Sewer Saddle — S c w.c Fernco Couplings S Lw Hancor Blue-Seal Pipe S 4-o r r.. US Pipe TJ Pipe PW Pipe Solid Wall Sewer Pipe Anvil/Grinnell Hanger Rods Tyler Pipe DI C 153 Fittings GPK Fittings se<„s If the enclosures are not exactly as noted and satisfactory for your purposes,please notify your salesperson, listed below. Sincerely, Rachel Lindberg H.D. FOWLER COMPANY, INC. Pr•eparcd for Pete Wahlman (Salesperson) Enclosures P U M P S P R O C E S S WATERWORK TURF IRRIGATION METAL FABRICATION HD Fowler Company-WW00374.4DW-Order#B42471 - - 12, / -22, / M&H NOTE: With Ductile RESILIENT WEDGE VALVES (1993) Iron Body. M&H VALVE CO. M&H VALVE Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 UL-262/FM-1120/1130 Water Working Bubble-Tight Hydrostatic Shell Size Range Pressure psi Test psi Test psi 2"-12" 250 250 500 14"-24" 200 200 400 UUM 4" - 12" 200 200 400 Available in either non-rising stem or outside screw& yoke. Figure No. Figure No. with Available End Connections & Size Range (STD) Post Plate Fig. End (NRS) 2" - 24" 4067-02 (3" - 12")4067-02P M.J. 2" -24" (except 2 1/2 4067-01 (3" - 12")4067-01P Fig. &M.J. 3" -24" 4067-13 4067-13P Push-on for PVC (SDR) 2" - 8" 4067-03 (3" - 8")4067-03P Fig. End (OS&Y) 2 1/2" - 12" 4068-02 N/A M.J. for Tapping 4" - 24" 4751-01 4751-OIP Push-on for D.I. & C900 PVC 4" - 12" 4067-22 4067-22P M.J. Cutting-in 4" -8" --- (Consult K.V.) Push-on D.I. x Fig. 4" - 12" 4067-23 4067-23P Threaded 2" - 311 4067-07 (3" only)4067-07P Accessories Indicator Posts Handwheels "T" Handles Extesion Stems Stem Guides Floor Boxes 2" Sq. Operating Nuts Chain Wheels Floorstands (non-rising stem) HD Fowler Company-WW00375.4DW-Order#B42471 - - 12, / -22, / RESILIENT SEAT GATE VALVE NOTE: With Ductile N.R.S. ASSEMBLY Iron Body. M& H VALVE CO. STYLE 4067 R-1 R-2 R-3 R-3 R-5 R-6 R-16��`— R-7 R-4 R-8 R-11 R-10 R-9 R-14 R-12 R-10 R-13 R-15 • O 0 O DET. NAME OF PART MATERIAL ASTM SPEC. R-1 Hex Head Bolt Zinc Plated Steel ASTM A307 R-2 Flat Washer Zinc Plated Steel ASTM A307 OWating Nut Cast Iron ASTM All 26 Class B R-3 Handwheel Cast Iron ASTM A126 Class B R-4 Hex Bolt&Nut Zinc Plated Steel ASTM A307/A563 Stuffing Box 2"thru 8" Ductile Iron ASTM A636 Gr.65-46-10 R-5 10" and 12" Ductile Iron ASTM A536 Gr.65-45-10 R-6 O-Ring(Stem) Buna-N --------------------- R-7 O-Rln (Stuffing Box Buns-N --------------------- R-8 Thrust Washer Delrin --------------------- f3-6 Stem AWWA Grade C Manganeze Bronze ASTM B584 CDA 867 R-10 Hex. Head Cover Botts&Nuts Zinc Plated Steel ASTM A307/A563 R-11 Cover Ductile Iron ASTM A536 Gr.6646-10 R-12 Stem Nut(AWWA Grade A) Bronze(Low Zinc) ASTM B584 CDA 844 R-13 Wedge Disc Cast Iron/Rubber Coated A126 CI:B/D2000 R-14 O-Rin (Cover) Buna-N --------------------- R-15 Body(AII T Ductile Iron ASTM A536 Gr.65-46-10 R-16 Plate Cast Iron ASTM A126 Class B HD Fowler Company-WW00379.4DW-Order#B42471 - -12, / -22, 1 Lr 2" - 12" RIW VALVE �M MJ ENDS ® esm AIRMYED GENERAL DIMENSION A.W.W.A Standard C509 M A H VALVE CO. Optional 4067-01 Standard Handwheei 4067-01-P With Post Plate (3". 1 r) G 2„�. Optional I Post Plate (3" - 12") ,ilm I E x H 0 ` C F No.3 ANSI Std. B size of bolts drilling A-21.11 A NOTE: With Ductile Iron Body. VALVE SIZE A B C 0 E F G H Weight* 2 8-1/4 4-1/8 2.50 4-1/2 10-7/8 2-5/8 7-1/4 2 38 2-1/2 -------- ------- ------- -------- ------- ------- -------- ------- 3 8-1/2 4-1/4 2.50 7-3/4 12-3/8 1 4-5/8 10 3 63 4 9-1/2 4-3/4 2.50 9-1/8 14-3/4 4-3/4 10 4-1/4 85 6 10 5 2.50 11-1/8 19 6-3/4 12 6-1/4 1 128 8 10-1/2 5-1/4 2.503-3/4 22-1/2 6-3/4 14 8-14 200 10 12 6 ].62±1A .505-3/4 26-1/2 8-3/4 1a 10-1/4 309 12 13 6-1/2 I 30 8-3/4 18 12-1/4 471 *Add 16#for Indicator Post Plate(3"-12" only) HD Fowler Company-WW00377.4DW-Order#B42471 - - 12, / -22, / RECOMMENDED SPECIFICATIONS NOTE: With Ductile FOR RESILIENT Iron Body. WEDGE GATE VALVES M&H VALVE COMPANY RESILIENT SEATED GATE VALVE 2" - 12" The valve shall conform to the latest revision of AWWA Resilient Seated Gate Valve Standard C-509 and be UL listed, FM approved. All internal parts shall be accessible without removing the body from the line. The wedge shall be cast iron, completely encapsulated with resilient material. The resilient seating material shall be permanently bonded to the cast iron wedge with a rubber tearing bond to meet ASTM D429. NRS stems shall be cast bronze with integral collars in compliance with AWWA. OS&Y stems shall be bronze. The NRS stuffing box shall have two 0-ring seals above the thrust collar and one below. The top two 0-rings shall be field replaceable without removing the valve from service. There shall be low friction thrust bearings above the stem collar. The stem nut shall be independent of the wedge and of solid bronze.The waterway in the seat area shall be smooth, unobstructed, free of cavities and for valves 4" and larger at least 0.19"greater in diameter than the nominal valve size. The body and bonnet shall be coated both interior and exterior with a fusion bonded heat cured thermo setting material meeting all the application and performance requirements of AWWA C-550. The gasket seal between two surfaces shall employ the use of composition ring type gaskets retained to prevent the possibility of blow out. Each valve shall be hydrostatically tested to the requirements of both AWWA and UUFM and be rated for 250 psi AWWA service. July 3, 2003 TO: Santana Trucking RE: Storm System Improvements Renton, WA The materials we will use on the above-mentioned project are as follows: 18" CMP : Aluminum 16ga to AASHTO M196 Fed Spec WW-P-402 Rolled Outlets: 16ga Aluminum to AASHTO M196 Fed Spec WW-P-402 Shear Gates: 8" Aluminum Mfg. By M & R Sales Trash Racks: '/2" Sch 40 Aluminum Pipe If I can answer any further questions, please call. Sincerely, H. D. FOWLER COMPANY, INC. yti..,, 5;" J. F. Shea Fabricator JFS/Irl doc: hdffabu HD Fowler Company-WW00003ADW-Order#B42471 - - 13, ,23,33/ VALVE BOXES H. D. FOWLER COMPANY 13440 S.E.30th STREET COVER Gaz1UW-)SURFACEPOST OFFICE BOX 160 BELLEVUE,WASH,98009 PHONE(206)746-8400 xof, sc-�rlo� VALVE 8ax Specifications: "rED ITN Metal:Materials conform to the following specifications:ASTM A48-76; BURY � WWP 401;and CS-188.The typical chemical analysis Is:carbon 3.4.3.6%; (TOP OF PWEt I Silicone 1.6-2.1 %;manganese.4-.8%;sulfur.15%max;and phosphorus € BASE I rR N1CH DEPTN C r 25/o max.Tensile strengths average 30,000 P.S.I.However,alloys can be added when special strengths are specified. C Coating:Unless specified,all castings are coated with a standard outside 1 coating for general use,a G.P.D.asphalt varnish or similar bituminous material goTTO TO OF BOX that is a rust protective coating.Coatings are applied with a minimum mil BOTTOM OF TRENCH thickness and are continuous,smooth,and without a tendency to scale or f become brittle. r ,rrr r w ■m innn ,�rtirrwrr+r SPECIAL DESIGN BOXES Special designs produced for specific applications.Dravtng 045 specifications or sample product required for quotes_ 910 HEAVY DUTY SLIP"TYPE WITH TOP FLANGE 'RECESSE0 tta Qxe COVER Ovotall lengths 10", 18" 6-WIINSVE'DIALETER 926 COLUMBItA A B C SUP TYPE WITH TOIL FLANGE '% R 'w ONLYAPILi ACCEPT02,NA LOCKINGCOWA ;-fiJ`ir1$tQ�GB+�,#AET]=Fi Overall Ie rq tts a",14`, 18" 9 -LE A wlj'TYPE="ER SLIP TYPE WITH LOWER FLANGE 5 era-19SIBC DWJETER Afw4ad WATIER'cr'S.E+VER' Overall lengths 8 , 18 VALVE BOX BASES SLIP TYPE AVAILABLE IN REGULAR-(3112"OR DEEP WELL.-8-1l2' Available lengths: 24",30".38',smd 42" HD Fowler Company-WW00029ADW-Order#B42471 - -47, / r1/2. LETTERING ("CO","SEWER") CO 1' 1/8"RAISE- 1/2"WIDE BORDER 10' 9" 8 3/4, � 5/8. 71L 4 7 3/4' 8 3/V 15" REF#OF015 NOTES: OLYMPIC FOUNDRY INC. ` MATERIAL:CAST IRON,ASTM A-48,CL 30 ! ` 1/2"-DIAMOND TOP TREAD PATTERN ` TO ACCEPT 8"STEEL PIPE 8"x 4"CLEAN-OUT FRAME AND COVER APPROX.WEIGHT: FRAME-42 LBS., RATING-H2O PART NO. M1007 COVER- 14 LBS. HD Fowler Company-WW00043.4DW-Order#B42471 - -41, / RNP•January 1,1999 ROMAC INDUSTRIES, INC. 1-800426-9341 Style "CB11TM Sewer Saddle Castings: Ductile iron per ASTM 536, Grade 65-45-12. Protected with a yellow shopcoat. c Adjustable Strap: 3 1/2"wide, stainless steel per ASTM A 240, type 304. Bolts: 1/2" UNC rolled thread, lubricant coated, stainless steel per cn ASTM A 193,type 304. d Nuts: Stainless steel per ASTM A 194,type 304. Washers: Stainless steel per ASTM A 240, type 304. Gasket: Virgin SBR per ASTM D 2000 MBA 710,compounded for water and sewer service.Other compounds available on request. NOM. NOM. BRANCH BRANCH CATALOG APPROX BRANCH PIPE RANGE TYPE O.D. NUMBER WEIGHT SIZE SIZE (lbs.) PVC Sewer 4.215 CS-4.215 T seal 4.28 CB-4.28 CB-4.63UN C.I.sal-No Hub 4.38 C84.36 Patent#4494780 6"-12" 6.27-14.40 PVC 4.50 C13-4.50 10# 48'Strap Regular Gasket A/C M.E.Sewer 4.62 CB-4.62 Universal 1 4.204.63 C84.63UN Cast Iron-D.I. 4.80 CB-4.80 Clay' 5.00-5.38 CB-5.38' PVC Sewer 4 215 CB4.215LS T seal 4.28 CB4.28LS C.I.S 4.„ 14"-24" 14.40-25.80 PVC a.so C84.38LS Hub 4.50 vc caa.SOLs 11 # 96"Strap Large O.D. A/C M.E.Sewer 4.62 C84.62LS Gasket Universal' 4.204.63 CB4.83UNLS' Cast Iron-0.1. 4.80 CB-4.80LS Clay' 5.00.5.38 CB-5.38LS Stainless Steel PVC Sewer 4215 Ca-4.215XLS Hose Clamp Tyseal 4.28 CB-4.28XLS I C.I.Soll-No Hub 4.38 CB4.38XLS 71! 24"-48" 25.80-54.00 PVC 4.50 C84.66XLs 13# 192'Strap Large O.D. A/C M.E.Sewer 4.62 004.62XLS ' Gasket Universal 4.20-4.63 CB4.63UNXLS Cast Iron-D.I. 4.80 C84.80XLS Clay' 5.00.5.38 CB-&38XLS' PVC Sewer 6.28-6.30 Cl C.I.Sall-No Hub 6.30 C8-6.30 8"-12" 8.00-14.40 A/C M.E.Sewer 6.66 CB-8.w 12# 48"Strap Regular Gasket Universal 1 6.26-6.66 CB-6.661.114' Cast Iron-D.I. 6.90 Cl Clay' 7.19-Z56 CB-7.58' PVC Sewer 6.28-6.30 CM.30LS C.I.Sod-No Hub 6.30 CB-6.30LS 6 rr 14"-24" 14.40-25.80 AX M.E.Sewer 6.66 CB-e.66LS 13# niv 96'Strap Large O.D. Uersal' 6.30.6.66 CB-6.66UNLS' Gasket Cast lron-D.l. 6.90 CB-6.90LS Clay' 7.19-7.56 CB-7.56LS' PVC Sewer 6.2M.30 CB-&30XLS C.I.sal-No Hob 6.30 C8-8.30XLS 1 CB Sewer Saddles for Universal A/C M.E.Sewer 6.68 C8-6.86XLS 124'-48" 25.80-54.00 universal 1 5.30-6.66 CB-6.66UNXLS' 15# and Clay pipe include stainless 192'Strap Large O.D. Cast Iron-D.I. 6.90 C8490XLS steel hose clamp. Gasket Clay 1 7.19-7.56 CB-7.56XLS' PARTS LIST-4" &6" Branch To Order: Specify catalog •Saddle Casting number. •Gasket(Standard,XLS) Example:To fit 4" branch to •Sliding Bolt 6" -12" nominal pipe with •Strap(Reg,LS,XIS) branch 4.20-4.63,order CB-4.63UN 55 HD Fowler Company-WW00315.4DW-Order#B42471 - -44, 1 -50, I FLEXIBLE COUPLINGS for sewer, drain, waste eT' vent piping. The industry's most complete line of couplings allows any two pipes— regardless of size or material—to be connected quickly and easily. All Femco clamps,including the band screw and housing,are made from Series 300 Stainless Steel.They are corrosion- resistant and rustproof.Additional band slots have been added for greater flexibility and the bands are specially designed for greater sealing efficiency. Femco couplings flex with earth movement, maintaining integrity of seal. I�'jlNll!!Nj No special tools needed.Installs easily with screwdriver or 5/16'(7.93mm)nut driver or socket(to 60'lbs.torque.) Femco Flexible Couplings are air,water and TestedDesign smoke tested from Alaska to Puerto Rico, and they've proven themselves in even the most demanding of applications and helps you make the right connection. conditions.Because Femco Couplings earned a reputation for consistent,superior performance,you can have full confidence Specially formulated PVC in their quality and reliability. compound positively seals any sewer and drain Femco makes fast delivery of stock items connection. with no minimum order required.For special applications,our custom design service can supply couplings to individual customer Positive seal Connects pipes of requirements. against infiltration same or different and exfiltration. sizes and materials Femco Flexible Couplings and Donuts are quickly and easily. widely recognized throughout the industry Leakproof, for high quality—backed by over three rustproof. Stainless steel decades of proven performance. clamps are corro- Conforms to sion-resistant and Series 316 Stainless Steel Clamps are applicable parts of rustproof. available upon request.Please contact ASTM#C443, Femco Customer Service Department. C425,C564, f D1869,C1173. llllllllllll/////�/I//lllllllllllll HD Fowler Company-WW00316.4DW-Order#B42471 - -44, / -50, / 1 U.S. 1-800-521-1283 COUPLINGS Part Number Chart Fits All Of These Drain Pipe Materials. Adapt To These Outside Pipe Diameters Material Outside Pipe Diameter Cast Iron Soil Pipe 1-1/4' 1-1/2' 2- 3' 4- •Extra Heavy(XH) (32mm) (38mm) (50mm) (76mm) (101mm) •Service Weight(SV) Cast Iron •No Hub(NH) Extra Heavy — — 2.38 3.50 4.50 Steel Pipe, Schedule 40 Service Weight — — 2.30 3.30 4.30 No Hub — 1.90 2.31 3.31 4.38 Copper Pipe, Lead Pipe, Plastic Pipe Plastic,ABS/PVC, •ABS/PVC,DWV(Schedule 40) (DWV Schedule 40) 1.660 1.900 2.375 3.500 4.500 •ABS/PVC,Schedule 30(Thin Wall) Plastic,Sewer •ABS/PVC,STYRENE,Sewer&Drain ASTM 2729 &Drain — — — 3.250 4.215 •PVC Sewer&Drain ASTM 3034&SDR 35 Copper 1,375 1.625 2.125 3.125 4.125 •PVC Sewer&Drain ASTM 3033&SDR 41 Steel 1.660 1.900 2.375 3.500 4.500 Lead 1.528 1.830 2.354 3.250 4.250 Pipe Clay Clay To Clay To Concrete Concrete To Asbestos Asbestos Pipe Size To Cast Iron Asbestos To Cast Iron Cement Fibre Cement Fibre IT Size Clay Or Plastic Cement Fibre Concrete Or Plastic Or Ductile Or Ductile Cast Iron,Plastic,Copper, Or Ductile Iron Iron To Iron To Steel or Lead to Cast Iron, Cast Iron Asbestos Plastic,Copper,Steel or Lead Or Plastic Cement Fibre Or Ductile 1-1/4 X 1-1/4 Iron 1056-125 (32 x 32mm) 1056.150/125 1-1/2 x 1-1/4 091 2 x 1-1 mm) 1056-150 1-1/2 X 1-1/2(38 x38mm) 1056 215 TX)x38 2 60x38mm) 1056-22 2 X 2 (50a50mm) 001 76mrt0 100243 1006-43 •1051-43 1056-315 3 x 1-1/2 (10 x101mm) 1001-44 1002-44 1003-44 1004-44 1006-44 1051-44 1055-44 1056-32 3x2 5 x 4 (76x50mm) (1251o1mm) 1001-54 1002-54 •1003-54 1051-54 •1055-54 1056-33 3x37emm) u27x127mn0 1001-55 1002-55 1003-55 1051-55 1055-55 1056-415 4x1 1/2 a 01 x38mm (eisidolmm) 1001-64 1 -1003-64 •1004-64 1006-64 1051-64 1055-64 1056-42 nol.somm)s x s 1001-65 1002-65 '1003-65 4 x 3(s2x127mm) '1006-65 1051-65 1055-65 1056-43 (101x76mm) usal sa,.a 1001.66 1002-66 101XIM. I W4.36 1006-66 1051-66 1055M 105644 4 x 4 8 x 5 (101x101-0 (203x127mm) '1003-85 '1056-53 5 X 3 127X76) 8&66 1271m) 1001-86 1002-86 '1003-86 '1004-86 '1006-86 '1051-86 '1055-86 1056-54 S x 4 8 x 8 a 27x1 of mm) (230x203mm) 1001-88 1002-88 1003-88 1004-88 1006-88 1051-88 1055-88 1056-55 5 x s 10x8 (127x127mm) (2swalffm) '1001-10-8 '1002-10-8 •1003-10-8 •1004-10-8 '1006.10-8 '1051-10-8 '1055-10-8 '1056-63 6x3 10.10 (152(76mm) (254x254mm) 1001-1010 1002-1010 '1003-1010 1004-10-10 1006-1010 1051-1010 1055-1010 1056-64 6X54 12x 10 (152x101mm) (3o4,Q54„x,0 '1001-1210 '1002-1210 •1003-1210 1004.1210 '1006-1210 '1051-1210 .•1055-1210 5 6xs 12 x 12 (152x127mm) 04(3x304mm) 1001-1212 1002-1212 1003-1212 1004-1212 1006-1212 1051-1212 1055-1212 1056-66 6X6 15x 12 (152x 152mm) (381x304mm) •1001-1512 '1002-1512 *1003.1512 •1056-84 8x4Iolrmry 15.15 1001-1515 1002-1515 1004-1515 1006-1515 8 x 6 (381 x381 mm) 1056-86 (4406481mm) 1003-1516 (203. 8152mm) 1051 -1615 '1055-1615 1056-88 (zo3x203mm) 4571a 1001-1818 1002-1818 `1003-1818 1004-1818 '1006-1818 1051-1818 `1055-1818 1056-10-8 IoX8 21 xx 1 mm) (254x203) 21 x 5 1001-2121 '1002-2121 10 x 10 243 2 33mm) 1004-2121 •1006-2121 1056-1010 (264x254mm) (6 x 6 1001-2424 '1002-2424 12 X 10 27 x 2 osmm) 1004-2424 '1006-2424 1056-1210 (304X254mm) 27 x 27 7P,herli�'ize 1001-2727 '1002-2727 1004-2727 '1006-2727 1056-1212 12x12(304x304mm) 1056-1512 15x12 &material combinations available upon request. 381x304mm) 1056-1515 1sx 15 d with reducer. For connections with hub,bell or sockets,see donuts on pages 15-16. ;is `1056-1815 (45%381mm) 1056-1818 18 x Is (457x457mm) 1056-2121 121 x 21 J I (533x533mm) all i�111/l�l'l""�i""'l'll�li�ll a�l/ 1056 2424 Z Zxe4mos il 1056-2727 (685x685mm) HD Fowler Company-WW00087.4DW-Order#B42471 - - 1, / -2, / Hancor,Inc.Drainage Handbook Specifications r 1-2 HANCOR BLUE SEALT"" PIPE SPECIFICATIONS Scope This specification describes 12- through 60-inch (300 to 1500 mm) Hancor BLUE SEAL pipe pipe for use in gravity flow applications. Pipe Requirements BLUE SEAL TM pipe shall have a smooth interior and annular exterior corrugations. 12-through 48-inch (300 to 1200 mm) shall meet AASHTO M294, Type S. • 60-inch (1500 mm) shall meet AASHTO MP 7, Type S. • Manning's "n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the BLUE SEAL TM joint meeting the requirements of AASHTO M294, or AASHTO MP7. 12- through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 1040 Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 36- through 60-inch (900 to 1500 mm) diameters shall have a reinforced bell & spigot including a bell tolerance device and an axial reinforcing bridge plate between the bell and the first external corrugation. The bell, bridging, and expansion resistance rings shall be covered with a protective wrap. The gasket corrugation shall be reinforced with a closed cell structural foam core. Fittings Fittings shall conform to AASHTO M294 or AASHTO MP7. Fabricated fittings shall be welded at all accessible interior and exterior junctions. Material Properties Pipe and fitting material shall be high-density polyethylene meeting ASTM D3350 minimum cell classification 335420C. The closed cell structural core must have a density no less than 6 Ibs1ft3 and compressive strength no less than 20 Ibs/in2. Installation Installation shall be in accordance with ASTM D2321, with the exception that minimum cover in trafficked areas for 12- through 48-inch (300 to 1200 mm) diameters shall be 1 ft. (0.3 m) and for 60-inch (1500 mm) diameter, the minimum cover shall be 1.5 ft. (0.5 m). Pipe Dimensions /_ A , d 3 01, Nominal Diameter,in mm 12 1 15 24 30 36 42 48 60 Pipe I.D.,in. mm 300 375 450 600 750 900 1050 1200 1500 17.7 Z1.5 28.4 36.0 41.4 1 48.0 55.0 67.3 Pipe O.D.,in. mm 361 450 546 21 914 1052 1219) i 1397 1709 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57.4 73.7 Flare O.D.,tn. mm 391 498 607 759 963 1107 1290 14581 1872 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 Pitch,in. mm 51 61 (76).. 102 102 117 147 147 198 Approx.Weight, 70 100 130 220 330 400 500 597 861 LV20 ft. stick (Kg/6m (32) (46) (59) (100) (150) (182) (227) (260) (315) stick © Hancor, Inc.,June,2001 HD Fowler Company-WW00013.4DW-Order#B42471 - -6, / -7, / - 11, / -51, / TYTON JOINT* Pipe TYTON JOINT is U.S-Pipe's trademark for pipe with a push-on type connection.Simplicity,sturdiness and water-tightness of the system were brought about,not by chance but by design.Taking advantage of a background of 100 years experience with pipe and pipe connecting systems, U.S.Pipe made a thorough study of existing joining systems and requirements of pipe users.The results of this study showed the need for a simple, economical and reliable method of assembling pipe.With the objective of developing such a system,a number of new designs were devised.Several of the most promising were tested and the assembly which possessed the most outstandingly desirable characteristics became TYTON JOINT Pipe. After selection of the system,TYTON JOINT Pipe were subjected to further rigid teats designed to simulate extreme installation and service conditions which might be encountered in the field.It was only after these tests proved completely satisfactory and were confirmed by field installations that the decision was made to market TYTON JOINT Pipe in 1955.Convincing proof of its wide acceptance is shown by the fact that more than 95%of the pipe now sold by this company is TYTON JOINT Pipe. The TYTON*Gasket,a circular rubber gasket which has a modified bulb shape in cross section—is the only accessory.Composition and dimensions of the gasket have been carefully engineered to ensure a water-tight and Issting seal.Gaskets of special elastomers may be ordered for special applications. The gasket contour and bell socket contour ensure that the gasket will remain seated during proper aasembly of the pipe. The plain end of the pipe is furnished beveled to ease assembly. Because TYTON JOINT Pipe assembles so easily,those not experienced with it may get the impression that the system is not water-tight. But years of successful experience prove it to be water-tight regardless of ease of assembly. Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. Ductile Iron TYTON JOINT Pipe are centrifugally cast in metal molds in accordance with ANSI/AWWA C151/A2151 MON Gaskets are furnished in accordance with ANSI/AWWA When TYTON JOINT Pipe are used for bridge crossings or other Clll/A2111 Rubber Gasket Joints for Duclile-Iron Pressure Pipe and Fddrigs." above ground installations,each length of pipe must be supported Asphaltic outside coating and inside lining and coating are in accordance in a manner to restrict both vertical and horizontal movement. with ANSI/AWWA C151/A2151 Ducule-Iron Pipe, CendsfiWally Cast for Water` for pipe and ANSI/AWWA C110/A2110'Ductile-Iron and Gray-Iron FUtings 3 In. Through 48 In.,For Water and Other Liquids." Cement lining,in Note, accordance with ANSUAW WA C 104/A214 Cement-Mortar Lining for Ductile- If specifiers and users believe that corrosive soils will be Iron Pipe and FUUngs for Water"or special linings and/or coatings can be fur- encountered where our products are to be installed,please refer to Wished for specific conditions. ANSI/AW WA C105/A21.5"Polyethylene Encasement for Dtxhle Iron Pipe Systems".for proper external protection procedures. Sizes 4'through 42'are furnished in nominal 18-foot laying lengths. 48" through 64"are furnished in 20-foot laying lengths. As specified in ANSI/AWWA 061/A2151,pipe weights have been calculated using standard barrel weights and weights of bells being U.S.Pipe qualities for Federal Procurement under Public Law No, produced. 94-580,Section 6002,known as the Resource Recovery Act of When joint restraint is required for push-on joint pipe,two options are 1976,since,due to modem technology,recyded iron and steel scrap is used to a large degree in our Ductile Iron Pipe production. available from U.S.Pipe. For joint restraint of 4"through 24", FIELD LOK®Gaskets may be used. FIELD LOK Gaskets are rated for 350 psi in sizes 4"through 12'and 250 psi in sizes 14"through 24".In addition,for 4" through 64"sizes,TR FLEX®Pipe and Fittings may be used.TR FLEX Pipe and Fittings are rated for working pressures of 360 psi in 4"through 24'sizes, 250 psi in sizes 36'through 48'and 160 psi in sizes 54'through 64".For high- er pressure applications see your U.S.Pipe representative.Product brochures on both FIELD LOK Gaskets and TR FLEX Pipe and Fittings are available from your U.S.Pipe representative. TYTONO TYTON JOINT&TR FLEX®,and FIELD LOK® are registered Vedemarka of U.S.Pipe and Foundry Company. TP I HD Fowler Company-WW00014.4DW-Order#B42471 - -6, / - 11, / -51, / Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT' Pipe Thicknesses and dimensions of 4•through 64,Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. 18-Foot lAyin8 Length Size Thickness Outside Weight Per Avg.Weight Inches Class Thickness Diameter' Lengtht Per Footf t Inches Pounds 4 51 0.26 4.80 215 11.9 4 52 0.29 4.80 235 13.1 4 53 0.32 4.80 260 14.4 4 54 0.35 4.80 280 15.6 4 55 038 4.80 300 16.7 4 56 0.41 4.80 320 17.8 6 50 0.25 6.90 305 16.9 6 51 0.28 6.90 335 18.6 6 52 0.31 6.90 370 20.6 6 53 0.34 6.90 400 22.2 6 54 037 6.90 435 24.2 6 55 0.40 6.90 465 25.8 6 56 0.43 6.90 495 275 8 50 0.27 9.05 430 23.9 8 51 0.30 9.05 475 26.4 91 0.33 9.05 520 28.9 8 53 0.36 9.05 560 31.1 8 54 039 9.05 605 33.6 8 55 0.42 9.05 650 36.1 8 56 0.45 9.05 690 38.3 10 50 0.29 11.10 570 31.7 10 51 0.32 11.10 625 34.7 10 52 0.35 11.10 680 37.8 10 53 0.38 11.10 730 40.6 10 54 0.4I 11.10 785 43.6 10 55 0.44 11.10 840 46.7 - - El 10 56 0.47 11.10 890 49.4 12 50 0.31 13.20 725 40.3 12 51 0.34 13.20 790 43.9 2 5 0.37 13.20 855 47.5 12 53 0.40 13.20 920 51.1 12 54 0.43 13.20 985 54.7 12 55 0.46 13.20 1045 58.1 12 56 0.49 13.20 1110 61.7 Tolerance of O.D.of spigot end:4-12 in.,±0.06 in.; 14-24 in.,+0.05 in., -0.08 in.; 30-48 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell;average weight,per foot, based on calculated weight of pipe before rounding. TP 9 HD Fowler Company-WW00015.4DW-Order#B42471 - -7, / Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOIN ' Pipe Thicknesses and dimensions of 4" through 64' Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. 18-Foot Laying Length Size 'Thickness outside Weight Per Avg.Wei$ht Inches Class Thickness Diameter* Lengtht Per FDOttt Inches Pounds 14 50 0.33 15.30 910 50.6 14 51 0.36 15.30 985 54.7 14 52 039 1530 1060 58.9 14 53 0.42 15.30 1135 63.1 14 54 0.45 1530 1210 67.2 14 55 0.48 15.30 1285 71.4 14 56 0.51 15.30 1360 75.6 16 50 0.34 17.40 1065 59.2 16 51 037 17.40 1150 63.9 16 52 0.40 17.40 1240 68.9 16 53 0.43 17.40 1325 73.6 16 54 0.46 17.40 1410 78.3 16 55 0.49 17.40 1495 83.1 16 56 0.52 17.40 1580 87.8 18 50 0.35 19.50 1225 68.1 18 51 0.38 1950 1325 73.6 1 2 0.41 19.50 1420 78.9 18 53 0.44 19.50 1520 84.4 18 54 0.47 19.50 1615 89.7 18 55 0.50 1950 1710 95.0 18 56 0.53 19.50 1805 100.3 20 50 0.36 21.60 1395 77.5 20 51 0.39 21.60 1505 83.6 20 52 0.42 21.60 1610 89.4 20 53 0.45 21.60 1720 95.6 20 54 0.48 21.60 1825 101.4 20 55 0.51 21.60 9 1935 107.5 20 56 054 r 21.60 2040 I 113.3 24 50 0.38 1 25.80 1765 98.1 24 51 0.41 25.80 1895 105.3 24 52 0.44 25.80 2025 112.5 24 53 0.47 25.80 2155 119.7 24 54 0.50 25.80 2285 126.9 24 55 0.53 25.80 2415 134.2 24 56 0.56 25.80 2540 141.1 'Tolerance of O.D.of spigot end:4-12 in.,f0.06 in.; 14-24 in.,+0.05 in.,-0.08 in.; 3048 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell;average weight,per foot,based on calculated weight of pipe before rounding. TP 10 HD Fowler Company-WW00020a.4DW-Order#B42471 - -40, ,48/ Sewer and Drain Products Submittal and Data Sheet February 2000 Solid Wall Sewer Pipe - SDR 35 Gasketed ASTM D 3034 Nominal Average Base Minimum Approximate Weight Approximate Weight Pipe Size Outside Diameter Inside Diameter Wall Thickness 20'Pieces 13'Pieces (inches) (inches) (inches) (inches) (Ibs/100') (lbs/100') 4 4.215 3.890 0.120 100 100 6 6.275 5.742 0.180 230 240 8 8.400 7.665 0.240 410 420 10 10.500 9.563 0.300 650 650 12 12.500 11.361 0.360 920 940 15 15.300 13.898 0.437 1390 1420 ASTM F 679 Nominal Average Base Minimum Approximate Weight Approximate Weight Pipe Size Outside Diameter Inside Diameter Wall Thickness 20'Pieces 13'Pieces (inches) (inches) (inches) (inches) (Ibs/100') (Ibs/100') 18 18.701 16.976 0.536 2090 2140 21 22.047 20.004 0.632 2920 2990 24 24.803 22.480 0.711 3710 3800 Notes: All sizes have integral gasketed bells;4"is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D 1784 cell class 12454 or 12364. Gaskets meet ASTM F 477. Pipe Design: Pipe meets ASTM D 3034 for diameters 4"-15"or ASTM F 679 for diameters 18"-24". All pipe has an SDR of 35 and a minimum pipe stiffness of 46 psi when tested in accordance with ASTM D 2412.Pipe joints meet ASTM D 3212. Agency Listing: Underwriters Laboratories,Inc.®for 4"-15". Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe tests its sewer pipe for dimensional compliance,impact resistance,flattening,stiffness,and joint integrity according to ASTM standards. Solid Wall Sewer Pipe - SDR 26 Gasketed ASTM D 3034 Nominal Average Base Minimum Approximate Weight Approximate Weight Pipe Size Outside Diameter Inside Diameter Wall Thickness 20'Pieces 13'Pieces (inches) (inches) (inches) (inches) (Ibs/100') (Ibs/100') 4 4.215 3.801 0.162 140 140 6 6.275 5.612 0.241 330 340 8 8.400 7.488 0.323 600 600 10 10.500 9.342 0.404 930 950 12 12.500 11.102 0.481 1330 1340 15 15.300 13.575 0.588 2010 2050 Notes: All sizes have integral gasketed bells. Pipe Material: Pipe compound meets ASTM D 1784 cell class 12454 or 12364. Gaskets meet ASTM F 477. Pipe Design: Pipe meets ASTM D 3034. All pipe has an SDR of 26 and a minimum pipe stiffness of 115 psi when tested in accordance with ASTM D 2412.Pipe joints meet ASTM D 3212. Agency Listing: Underwriters Laboratories,Inc.® Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe tests its sewer pipe for dimensional compliance,impact resistance,flattening,stiffness,and joint integrity according to ASTM standards. R.O.BOX 10049 EUGENE,OREGON 97440 (541)343-0200 FAX(541)686-9257 MKT-F-702A HD Fowler Company-WW00055.4DW-Order##B42471 - - 19, , 29/ -39, / Grinnell Hanger rods Continuous thread: 146 B I � A SIZE RANGE: 1/4 through 1 1/2 inch diameter. Stocked in six, ten and twelve foot lengths. Other even foot lengths can be furnished to order. MATERIAL: Carbon steel; rod threaded complete length. FINISH: Black or electro-galvanized. MAXIMUM TEMPERATURE: 650°F. ORDERING: Specify rod diameter and length, figure number, name. Loads Weights Rod Max recom Weight size load, lb (approx) A 650° F I bs ft 1/4 240 .12 3/8 610 .30 1/2 1130 .53 95/8 1810 .84 3/4 2710 1.2 7/8 3770 1.7 1 4960 2.3 1 1/4 8000 3.6 1 112 11630 5.1 HD Fowler Company-WW00032.4DW-Order#B42471 - -9, / - 10, I -20, 1 -21, I -30, / -31, i MECHANICAL JOINT C 153 DUCTILE IRON Tj4er/Union COMPACT FITTINGS Sizes 3"ihm 12"lA Listed For Fire Main Equipment SAMPLE SPECIFICATIONS 3'THRU 24" MECHANICAL JOINT DUCTILE _ x IRON FITTINGS shall be produced in the USA in accordance with all applicable terms �. T and provisions of ANSI/AWWA C153/ A21.53 and ANSI/AWWA Cl 11/A21.11. T NOTE:Fittings are cement-lined and seal- 2� coated in accordance with ANSI/AWWA anM. C104/A21.4;also available double cement 0. In. lined or bare.See list price sheet for details. s KI J O c F A KI JOINT DIMENSIONS IN INCHES BOLTS Size A Da. B C Dia. D Diu. F Dia. J Diu. K'Dia. K2 Dia. L M S T X Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 3/4 s/ex3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 '/s 3/4X3'/2 4 6.90 2.50 8,02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 7/. '/4x3'/2 6 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 7/8 e/a31/2 6 0 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 7/e '/4x3'/2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 7/1 '/4x3'/2 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .A7 7/e 1/4x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 '/e 1/4x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 7/. '/4x4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 .69 .57 7/. 3/4x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31,50 1.02 1.56 .75 .61 174 '/4x4'/2 16 BENDS P A / T \ ,P I I 4j � A ---I A- T T\Ph A�+ W Bonds 11/41 45°Bends(1/8) 221/=Bends(1/16) 11'/4(1/32) Dimensions r Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 AA 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7062 15 35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 .37 6.5 6.0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79 14 .51 12.0 11.5 220 5.50 12.06 16A 3.93 17.25 148 2.59 21.25 133 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 14.0 410 7.50 14.50 325 7.50 30.19 292 7.50 60.94 320 20 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 481 9.00 37.69 A81 9.00 76.12 457 Tyler Pipe/Utilities Division•P.O. Box 2027•Tyler,Texas 75710•(903)882-5511 Union Foundry Company•P.O.Box 309•Anniston,Alabama 36202.(205)236-7601 5-24-99 HD Fowler Company-WW00002.4DW-Order#B42471 - -42, 1 -43, , 49/ -45, 1 -46, / GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034,F 1336 or F 679 to be used in gravity flow or low pressure applications.Injection molded fittings are produced In sizes 4"through 8"diameter.Fabricated fittings are produced In sizes 4'through 27"diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting all the requirements of either ASTM D 3034,F 1336 and F 679 for workmanship,extrusion quality, stiffness,impact resistance,dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454-B, 12454-C or 12364-C as defined In ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454-B, 12454-C or 13343-C as defined In ASTM D 1784. Extrusion Quality Extruded components are tested In accordance with and meet all requirements of ASTM D 2152 for property fused PVC. Impact Resistance Extruded components are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below. 4"-5" 150 Ft-Lbs 6"-B" 210 Ft-Lbs 10"-27" 220 Ft-Lbs Impact Resistance Injection molded fittings are tested In accordance with ASTM D 2444 using a 20 lb, Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6'-8' 75 Ft-Lbs Pipe Stiffness Extruded components are tested In accordance with ASTM D 2421.The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Pipe Flattening Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40%of the outside diameter of the pipe.There shall be no splitting,cracking or breaking. Pressure/Pressure Deflectior Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi+10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22'Hg+10 minutes deflected @ 22"Hg. Branch Bending The chemically fused areas around the branches of tee,Wye and tee-Wye fittings are tested to ASTM F 1336 to verify their strength and Integrity. Riser Load: Tee and tee-wye fittings shall withstand a riser load of at least(100'TY'OD)pounds.No cracking or splitting shall occur. Joining Methods Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855.The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square Inches surface area which can be bonded to pipe. 2 GPK does not recommend gasket skirts where air tests are required. 296 SANTANA TRUCKING & EXCAVATING , INC . lcc FACSIMILE TRANSMITTAL SHEET to-9iO3 TO: FROM: F4)6 �y Daniel Carey Keggen Thompson cc COMPANY: DATE: City of Renton 10/2/03 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 425-430-7241 2 PHONE NUMBER: PROJECT: 425-430-7293 NE 10'h St/Anacortes Ave NE RE: Submittal Bid Item#34 Lrl&." Gu4ciF.� �izr�/ ,s r ❑URGENT X FOR REVIEW ❑ PLEASE COMMENT ❑PLEASE REPLY ❑PLEASE RECYCLE NOTES/COMMENTS: RECEIVED OCT ` 6 2003 CITY OF REIVTOA, uriLiry sysr�Ms 23316 RED-FALL CITY RD, #647 REDMOND, WA 98053 (425) 868-1111 (FAX) 868-1611 � �� „ f. ,ne tole Ilnr onnraow ��r ' ' 1` A CHANGED BOLE SIZE f ; 74 •ve m Oil 11 t� N Is �!!sn� , Lf� ? 1� 1. ITEM #15 r•• 1i 1 � ss M t u , _ . IS BU 90• f In ITEM # EO P/N 0E802 BOTTOM PL 1/44 A36 f If ff f iIEM QTY PART/ OEBCRIPTION MATERIAL 1 ECOLAOY BLOCK FORM 1 1 2 HINGE PIN 1' RBX23' Bll 90' o 2 8 HINGE tY+o BCH 100 PIPE X 4"LONG 3 4 CORNERS A36 FB i"X3'X239 4 2 BRACES A3QANOLE 25LX2%XY.XS'8'LON<3 WI RUE-PLATE A3 FB Y.X4 X 0 2 ITEM # 11 P/N 01801 TUP PL 1/4' A36 8 2 KNOCK OFF PLATE A96 FB 1"X3'XT 7 2 KNOCK OFF PLATE A30 FB f14X3'X3 FLAG 8 KNOCK H GE 3E3 A38FB 1'X34X3 H IGHL�N E PORTAFAB 9 2 KNOCK OFF PLATE A FB 1/4'X3XT CUT INTO 7RV4N(3LES 10 1 01802. BOTTOM PLATE A30 PL Ibr X24"XTir- li 1 01801 TOP PLATE A38 PL114'X24"X6lY' 1 C i OUTS ECULDGY BLOCK FORM ASSEMBLY 12 1 01608 GAP A38 PL 114 X3-13/18 X8" CP21825 13 4 01005 CAP 114'BURN A38 PL 114 XS 116 X"I 8' CP2 B28 , o.o 14 f BOTTUM PIPE 8'BCH 40XF 11-1l2" 7/6/9B A OK 18 2 TOP PIPE 8.8C 4QX31' t won r 9-2S-2323 2:SSPM FRCS-1 SANTANA TRUCKING 868 1611 P. 2 SEP-19-2003 11:49 425 641 2965 P.02'02 -30 0 3 O k, K 1). FOWLER COMPANY 6016 29TH DRIVE NE Attn; A erte I" rg MARYSVILLE. WA 98270 PHONE (360) 551.2400 FAX (360) 658-5303 Re_ 48" Debfis Cage 1 - a 0 0 - a 1 9 - 5898 18"Kest. Cross Annette, The materials we used to fabricate the abovt mentioned project are as fellows. 18"Cmp: 16ga Al=inurn A.ASHTO M 196 Fed Spec. WW-P-402 Sh.car Crate.: 8"Aluminum Mfg byM&RSales Rolled Smooth: 16ga Aluminum Plate 5052.H32 Spccs 48"Debris Cage: Fabricated using Materials to A.S.T.M. A36 Specs Galvanizing: To A.S.T.M. A 123 Specs If I can ewswer any further questions please call. Si ere�ly,,, J.F. Stet vumog SEWERAGE WATERWORKS -TOTAL P.e2 7-24-2203 8: 14AM FROM SANTANA TRUCKING 868 1G11 P. S o k - 0,7 Gs TRUCKING&EXCAVATING,INC. 23316 NE Red-Fall City Rd.,#647 Redmond,Washington 98053 (425)868-1111 •Fax 868-1611 SHORING INfrORMATION For shoring operations we will be using various types of shoring. This can range from 4' X 20' to 8' X 20' trench shields with 48'spreaders and speed shoring. Some of these trench boxes may vary in length as low as 10' long if necessary. Where necessary square manhole boxes will be used to help ensure safety for manhole installations. United Rentals will supply the majority of our shoring equipment. Please review the attached tabulated data. The shield models may vary due to site conditions encountered. COMPETENT PERSON(S) Mark Carter— 25 years experience Mark Spry — 16 years experience Buster Phillips— 12 years experience 7-24-2033 8: 111AM FROM SANTANA TRUCKING 868 1611 P. 6 Febnu►ry 13,2003 TRENCH SHCEWS—'*DW'Mt DE!S Page 4 of S TAB S TS-1 "DWI'MODELS Dbi.'El X SK M PLATE WALLS R CAFA • — —VATAmr POOR Satz TYPES ME APPX. FEET CLEARANCE s cC.8050 4 40 J. 50 7.9 , 8Q3 Z3 ,4 _ SO so 50 50 2 f-5 ,�5 5 42 30 T1616T7 ,T7 _50 7 "",'T'J _ S 2.1 1 13 r�2 ,-7 —Tr— 85U S 41 32 _ 62 0 i i4. W 145 > 28 T-- 24 L ? o� 26 m DYd4 46 35 33 1 ?. 7 2 �i4� � 2VZ6 3, bDW6 27 38 30 23 is �q 0 5 1 b 5 --,Do i7nwe 3, _� -50 5, 42 1 a,�Ls 0 6 6 14 42 ,�75 TS21 17 14 1 42 2 � --�S 6 — S-OSZ�IDIRK 20 �16 v�w5 � " 13 d� 0 b 2 3031 20 1 Vw- g A ��� 10,15 17 37 20 1 COPXRIGlrr,iJ.SA SPGEDSF ORR CORPC&A.'i' N.2003 aG - FrV'Yo wad 67-rc, rench Speed Shore offers the most advanced line of trench shielding products available. Built to last,these shields are designed and certified by Registered Professional Engineers to optimize strength-to-weight ratios while main- taining minimal sidewall thickness. Standard shields are available with 3"to 8"thick walls in a full array of heights and lengths.The comprehensive line of trench shields includes economical Single-Wall Shields for less extreme lateral pressures,specially designed Manhole Shields,and the popular heavy-duty Double-Wall Shields. Complete custom capabilities are also available to analyze and optimize shields to your specific needs. Unique Speed Shore features include:replaceable push blocks to protect the integrity of the structure,high-ten- sile steel reinforcement plates for added strength in critical spreader socket areas,and a variety of industry options that are included as Speed Shore standard features. Such features make Speed Shore trench shields the preferred choice for maximum productivity and safety in the trenches. y Speea r e s fety and Optimize 3a _ Productivity. ■Replaceable Push Blocks protect your structure when pushing the shield to grade. Damaged sections are ij readily replaced with no modification to 4' shield structure. ■1/2"Steel Reinforcement Plates f for added strength and puncture resistance in critical spreader socket areas. R^' ■5 Spreader Sockets ZfI W' (standard on most Double-Wall Shields)for ' optimum versatility in spreader placement. ■Heavy-Duty Stacking Sockets assure proper alignment of stacked shields. ■Thru-Wall Spreader Sockets penetrate end vertical supports for added ++ ►r strength and durability. ■Easy-Access Lifting Pockets a v "'may for ease of handling. Y ■Certification Plate for quick reference to shield size,serial number and P.E.—Certified capacity. " ®� PIONEERING TRENCH SAFETY \ ranch Shield Features .........11 � :. CERTIFICATION PLATE REPLACEABLE PUSH BLOCKS �^'Yr \� 112"HIGH-TENSILE ,« FACTORY PAINTED STEEL REINFORCEMENT PLATES -�• EASY-ACCESS LIFTING POCKETS HEAVY-DUTY STACKING SOCKETS y REINFORCED THRU- "%W�`" HIGH-TENSILE STEEL WALL SPREADER CONSTRUCTION SOCKETS * ' s. FLAT SHIELD BOTTOMS' HEAVY-DUTY PULLING i EYES a E ;p All QUICK-CONNECT , -y PINS AND KEEPERS y 'REINFORCED ABRASION- RESISTANT KNIFE-EDGE TYPICAL DOUBLE-WALL SHIELDW AVAILABLE AT NO CHARGE. Aff IN } a • r wew s y Double-Wall Trench Shields 4"Double-Wall PIPE SHIELD ALLOWABLE DEPTH MODEL DIMENSIONS CLEARANCE WEIGHT CAPACITY (Ft.)by m1 rype•• H (Ft.)L (In.) (Lbs.) (Psf) A B C(60) C - TS-0408-DW4 4 8 20 2430 5540 50 50 50 50 ' TS-0410-DW4 4 10 20 2780 3390 50 50 50 43 TS-0412-DW4 4 12 1 20 3150 2280 50 50 38 29 TS-0416-DW4 4 16 20 3730 1230 47 27 21 16 ?,� TS-0420-DW4 4 20 20 4420 770 29 17 13 10 TS-0608-DW4 6 8 42 3300 4330 50 50 50 50 TS-0610-DW4 6 10 42 3840 3420 50 50 50 45 TS-0612-DW4 6 12 42 4320 2310 50 50 40 31 r q TS-0616-DW4 6 16 42 5785 1250 49 29 22 17 TS-0620-DW4 6 20 42 7435 880 34 20 16 13 TS-0808-DW4 8 1 8 62 4220 2100 50 48 37 29 z - TS-0810-DW4 8 10 62 4435 1680 50 39 30 24 �� z.yx a y e,•, TS-0812-DW4 8 12 62 5200 1400 50 33 26 21 TS-0816-DW4 8 16 62 7350 1250 50 30 24 19 « w TS-0820-DW4 8 20 62 9550 900 36 22 18 14 r 6"Double-Wall PIPE SHIELD ALLOWABLE DEPTH MODEL DIMENSIONS CLEARANCE WEIGHT CAPACITY (Ft.)by-iry� H (Ft.) L (In.) (Lbs.) (Psf) A B C(60) C TS-0412-DW6 4 12 20 3720 3680 50 50 50 47 TS-0416-DW6 4 16 20 4590 1990 50 44 34 26 TS-0420-DW6 4 20 20 5240 1250 48 28 22 17 TS-0424-DW6 4 24 20 6300 850 32 19 15 12 TS-0428-DW6 4 24 20 7230 620 23 14 11 9 TS-0612-DW6 6 12 42 5465 3690 50 50 50 48 Spreader Sets* TS-0616-DW6 6 16 42 6610 2000 50 50 35 27 TS-0620-DW6 6 20 42 8370 1250 49 29 23 18 TS-0624-DW6 6 24 42 9540 950 37 22 18 14 MODEL DESCRIPTION WEIGHT Lbs. TS-0628-DW6 6 28 42 11540 740 29 17 15 11 SPR8-024 24" 2' Spreaders 350 TS-0812-DW6 8 12 65 6880 2030 50 47 36 28 SPR8-030 30" 2.5' Spreaders 430 TS-0816-DW6 8 16 65 8525 1 2000 50 46 36 28 SPR8-036 36" 3' Spreaders 520 TS-0820-DW6 8 20 65 9980 1250 50 30 24 19 SPR8-042 42" 3.5' Spreaders 610 TS-0824-DW6 8 24 65 12400 960 38 24 19 15 SPR8-048 48" 4' Spreaders 695 TS-0828-DW6 8 28 65 15650 790 32 20 16 13 SPR8-054 54" 4.5' Spreaders 780 TS-1012-DW6 10 12 86 8410 1600 50 38 30 24 SPR8-060 60" 5' Spreaders 870 TS-1016-DW6 10 16 86 10560 1200 49 31 24 19 SPR8-072 72" 6' Spreaders 1040 TS-1020-DW6 10 20 86 12540 960 40 25 20 rl" 6 SPR8-084 84" 7' Spreaders 1215 TS-1024-DW6 10 24 86 15035 860 35 22 185 SPR8-096 96" 8' Spreaders 1390 TS-1028-DW6 10 28 86 19880 770 32 20 163 SPR8-108 108" 9' Spreaders 1560 SPR8-120 120" 10' Spreaders 1736 8" Double-Wall SPR8-132 132" 11' Spreaders 1910 SPR8-144 144" 12' Spreaders 2085 PIPE SHIELD ALLOWABLE DEPTH SPR8-156 156" 13' Spreaders Spreadersl 2255 MODEL DIMENSIONS CLEARANCE WEIGHT CAPACITY (Ft.)bye 1 y" SPR8-168 168" 14' S readers 2430 H (Ft. L SPR8-180 180" (15') Spreaders 2600 (In.) (Lbs.) (Psf) A B C(60) C TS-0420-DW8 4 20 20 6450 1800 50 40 30 24 Includes 4 spreaders per set. TS-0424-DW8 4 24 20 7460 1230 47 27 21 17 TS-0428-DW8 4 28 20 8600 900 34 20 16 12 TS-0432-DW8 4 32 1 20 9460 680 26 15 12 10 TS-0620-DW8 6 20 42 9360 1790 50 41 31 24 Psf=Pounds per square foot. TS-0624-DW8 6 24 42 10750 1220 48 28 22 17 Prior to use,refer to OSHA's 29 CFR,Part 1926(subpart P)and TS-0628-DW8 6 28 42 13395 1080 48 28 22 17 Manufacturer's Tabulated Data for detailed explanation of soil types TS-0632-DW8 6 32 42 14760 860 36 22 1 18 15 and product application.Type A soil not to exceed 25 Psf per foot of depth;Type B soil not to exceed 45 Psf per foot of depth; Type C(60) TS-0820-DW8 8 20 65 11950 1780 50 41 32 25 soil not to exceed 60 Psf per foot of depth;Type C soil not to exceed 80 TS-0824-DW8 8 24 65 13260 1220 49 29 24 19 Psf per foot of depth. TS-0828-DW8 8 28 65 16670 1270 50 30 24 19 TS-0832-DW81 8 32 65 21890 960 39 24 19 15 Note:Allowable depths are limited to 50 feet for practical purposes. TS-1020-DW8 10 20 86 14420 1320 50 33 26 21 Contact Speed Shore for applications exceeding posted allowable depths. TS-1024-DW8 10 24 86 16390 1100 47 28 22 18 TS-1028-DW8 10 28 86 18700 920 37 23 19 16 TS-1032-DW8 10 32 86 24490 870 1 36 22 1 18 15 Sip%li.e-Wall Trench Shields 3"Economy Single-Wall PIPE SHIELD ALLOWABLE DEPTH Spreader Sets MODEL DIMENSIONS CLEARANCE WEIGHT CAPACITY (Ft.)by.di type" H (Ft.)L (In.) (Lbs.) (Psf.) A B C(60) C TS-0406-SW3 4 6 22 935 1700 50 38 29 22 MODEL NO. DESCRIPTION WEIGHT TS-0408-SW3 4 8 22 1150 910 35 20 16 18 Lbs. TS-0410-SW3 4 10 22 1395 570 21 13 10 8 SPR4-024 24" 2' Spreaders 90 TS-0412-SW3 4 12 22 1760 510 19 12 9 8 SPR4-030 30" 2.5' Spreaders 110 TS-0606-SW3 6 6 34 1305 1200 47 28 22 17 SPR4-036 36" 3' Spreaders 130 TS-0608-SW3 6 8 34 1655 820 32 19 15 12 SPR4-042 42" 3.5' Spreaders 150 TS-0610-SW3 6 10 34 1965 510 20 13 10 9 SPR4-048 48" 4' Spreaders 175 TS-0612-SW3 6 12 34 2415 430 17 11 9 8 SPR4-054 54" 4.5' SpreadersA345 TS-0806-SW3 8 6 46 1665 750 30 19 15 13 SPR4-060 60" 5' Spreaders TS-0808-SW3 8 8 46 2055 560 23 15 12 10 SPR4-072 72" 6' Spreaders TS-0810-SW3 8 10 46 2520 450 18 12 10 9 SPR4-084 84" 7' Spreaders TS-0812-SW3 8 12 46 3060 380 16 11 9 8 SPR4-096 96"(8') Spreaders 3"Single-Wall Shields are of tubular construction. Heavy-Duty Stacking Sockets and Pulling Eyes are optional. *Includes 4 spreaders per set. Psf=Pounds per square foot. Prior to use,refer to OSHA's 29 CFR,Part 1926(subpart P)and Manufacturer's Tabulated Data for detailed �. explanation of soil types and product application. Type A soil not exceed 25 Psf per foot of depth; Type B soil not to exceed 45 Psf per foot of depth; Type C(60)soil not to exceed 60 Psf per foot of depth; Type C r :' soil not to exceed 80 Psf per foot of depth. Note:Allowable depths are limited to 50 feet for practical purposes.Contact Speed Shore for applications - exceeding posted allowable depths. 4"Heavy-Duty Single-Wall PIPE SHIELD ALLOWABLE DEPTH MODEL DIMENSIONS CLEARANCE WEIGHT CAPACITY (Ft.)by uni W. H (Ft.)L (In.) (Lbs.) (Psf.) A B C(60) C TS-04O&SW4H 4 6 22 995 2840 50 50 48 37 Spreader Sets" TS-0408-SW4H 4 8 22 1230 1525 50 34 26 20 TS-0410-SW4H 4 10 22 1510 950 37 21 17 13 MODEL DESCRIPTION WEIGHT TS-0412-SW4H 4 12 22 1840 650 24 15 12 9 Lbs. TS-0414-SW4H 4 14 22 2220 675 25 15 12 10 SPR5-024 30" 2' Spreaders 165 TS-0416-SW4H 4 16 22 2780 650 24 15 12 9 SPR5-036 36" 3' Spreaders 250 TS-0606-SW4H 6 6 36 1545 2080 50 48 37 28 SPR5-048 48" 4' Spreaders 330 TS-0608-SW4H 6 8 36 1875 1525 50 35 27 21 SPR5-060 60" 5' Spreaders 415 TS-0610-SW4H 6 10 36 2280 950 38 22 18 14 SPR5-072 72" 6' Spreaders 500 TS-0612-SW4H 6 12 36 2740 650 25 16 13 10 SPR5-084 84" 7' Spreaders 580 TS-0614-SW4H 6 14 36 3195 600 2a 15 12 10 SPR5-096 96" 8' Spreaders 665 TS-0616-SW4H 6 16 36 3565 460 18 11 9 1 8 SPR5-102 102" 9' Spreaders 750 TS-0806-SW4H 8 6 46 1980 1300 50 31 25 19 SPR5-120 120" 10' Spreaders 830 TS-0808-SW4H 8 8 46 2410 980 40 24 19 15 SPR5-132 132" 11' Spreaders 915 TS-0810-SW4H 8 10 46 2940 780 32 20 16 13 SPR5-144 144" 12' Spreaders 995 TS-0812-SW4H 8 12 a6 3a50 550 26 17 14 11 SPR5-156 156" 13' Spreaders 1081 TS-081a-Sw4 H 8 14 as a055 560 23 15 12 10 SPR5-168 168" 14' S readers 1164 TS-0816-Sw4H 8 16 46 4645 430 18 12 10 9 SPR5-180 180" (15')Spreaders 1247 4"Single-Wall Shields are constructed with Speed Shore's exclusive slope—faced structural design, 'Includes 4 spreaders per set and include Stacking Sockets and Pulling Eyes. Psf= Pounds per square foot. Prior to use,refer to OSHA's 29 CFR,Part 1926(subpart P)and Manufacturer's Tabulated Data for detailed explanation of soil types and product application. Type A soil not exceed 25 Psf per foot of depth; Type B soil not to exceed 45 Psf per foot of depth; Type C(60)soil not to exceed 60 Psf per foot of depth; Type C soil not to exceed 80 Psf per foot of depth. Note:Allowable depths are limited to 50 feet for practical purposes.Contact Speed Shore for applications exceed- ing posted allowable depths. anhole Shields Designed for manhole installations with optional cutouts for incoming utilities.Available in both single—wall and double—wall configurations to match the depth and capacities of your particular job requirement. A, PIPE SHIELD ALLOWABLE DEPTH p" MODEL DIMENSIONS CLEARANCE WEIGHT CAPACITY (Ft.)by soil type H (Ft.) L (In.) (Lbs.) A I B IC(60)1 CpE Single-Wall MHS-0808-SW 1 8 1 8 1 45 1 3590 1 1200 49 129 124 1 19 MHS-0810-SW 1 8 1 10 1 45 1 4650 1 750 32 120 1 15 1 13 V MHS-0812-SW 1 8 1 12 1 45 1 5555 1 520 1 22 114 1 11 1 10 Double-Wall MHS-0808-DW 8 8 1 45 1 4115 1 2000 50 147 136 29 MHS-0810-DW 1 8 1 10 1 45 1 5336 1 1750 1 50 141 1 12 25 MHS-0812-DW 1 8 1 12 1 45 1 6431 1 1200 1 49 129 124 1 19 Double-Wall W/Replaceable Cut-Outs* MHS-0808-RC 8 8 45 1 4295 1 2000 1 50 147 136 29 MHS-0810-RC 8 10 45 1 5470 1 1750 1 50 141 1 32 25 MHS- 812-RC 8 12 45 1 6585 1 1200 1 49 129 1 21 19 Psf=Pounds per square foot. MHS-0808-RC cut-outs are 36'X 36' I MHS-0810-RC cut-outs are 40"X 40" 1 MHS-0812-RC cut-outs are 42"X 42" Prior to use,refer to OSHA:s 29 CFR.Part 1926(subpart P)and Manufacturer's Tabulated Data for detailed explanation of soil types and prod- uct application,Type A soil not to exceed 25 Psf per foot of depth;Type B soil not to exceed 45 Psf per foot of depth;Type C(60)soil not to exceed 60 Psf per foot of depth;Type C soil not to exceed 80 Psf per foot of depth. Note Allowable depths are limited to 50 feet for practical purposes.Contact Speed Shore for applications exceeding posted allowable depths. 0A % 0, A P &/47 �s z rdi readers ° 0 Designed for bore-pits and large-diameter pipe clearance, Speed Shore's Arch Spreaders are quick and easy to ° install.Available with a full range of bolt-on extensions, S� they simply pin in place on the standard double-wall shields to provide for exceptionally high clearances. F MODEL DESCRIPTION WEIGHT (Lbs.) TS-ARCH Basic Arch Spreader 2290 TS-ARCH-EXT01 1'Extension 150 TS-ARCH-EXT02 2'Extension 255 ` TS-ARCH-EXT03 3'Extension 360 TS-ARCH-EXT04 4'Extension 465 TS-ARCH-EXT05 5'Extension 565 TS-ARCH-EX 6'Extension 670 TS-ARCH-EXT07 T Extension 775 TS-ARCH-EXT08 8'Extension 880 jjj TS-ARCH-EXT09 9'Extension 985 : TS-ARCH-EXT10 10'Extension 1085 The standard Arch Spreader is designed for use with 6%8'.and 10'high Speed / Shore Shields. y The basic Arch Spreader will produce a 6'span between the inside walls of the shield.Extensions are available in 1'increments. Y "P" ✓/ Pioneer of the Worlds Most Advanced Trench Safety Systems /b u yShoring val-I walcr Excavation Modular Alum. Aluminum Steel Trench Manhole Manguard' Slide Red Mega-Shore Bedding y Shields' Shall Systems Braces Panel Sy6terrn Trench Shields shields Shields Shields Systems Systems Boxes ® Authorized Distributor si rF PIONEERING TRENCH SAFETY 3330 S.SAM HOUSTON PKWY E.•HOUSTON,TEXAS 77047 g � (713)943-0750•FAX(713)943-8483 •USA TOLL FREE:1-800.231-6662 N www.speedshore.com U 0 7��- 2`: sweM-*IJ TRUCKING&EXCAVATING,INC. 23316 NE Red-Fall City Rd.,#647 Redmond,Washington 98053 (425)868-1111 •Fax: 868-1611 SHORING INFORMATION For shoring operations we will be using various types of shoring. This can range from 4' X 20' to 8' X 20' trench shields with 48" spreaders and speed shoring. Some of these trench boxes may vary in length as low as 10' long if necessary. Where necessary square manhole boxes will be used to help ensure safety for manhole installations. United Rentals will supply the majority of our shoring equipment. Please review the attached tabulated data. SPEED SHORE CORPORATION MANUFACTURR'S TABULATED DATA «Bw„ MODELS STEEL TRENCH SHIELDS February 13,2003 3330 S.SAM HOUSTON PARKWAY EAST,IIOUSTON,TEXAS 77047 Tel:(713)943-0750 U.S.A.Toll Brea:(900)231-6662 rax:(713)943-8483 COPYRIMIT,U.S.A.,SPEED SHORE CORPORATION ZO 'd LM VZb 9Zv siviN3m CHINA Wv 80:11 INA £OH-I1-Inr February 13,2003 TRENCH SHIELDS—"DW,MODELS Pagc5of5 TABLE TS-2 "DW"MODFIS DOUBLE slur PLATE WALLS Iv1oDEL MA.7C1 dUM EEPT9 RAIINO VMkMCAL FOR soil.TYPPS PIPE APPX FEEL CLEARANCE 8-35 1i S C-60 -80 INCHEy S W8 9 50 50 34 2 a 6,300 TS-0 D 1,343 50 37 IS 20 1,525 TS- 28D T O 47S 7 S,500 0 19 5 12 0 ,0 T -043 $ 0 2 7 13 9 8 , 3S 50 Sp 2 2 9,2 WS , 20 0 39 31 2 M82 22 26 42 0 i7 1 42 900 2014,, 74 50 50 27 Tr 19 6 25 5 24 19 65 1 ,67 TS-0930DW , 35 28 65 19, T 2D 962 29 2 IS 7 - 7 21 ' 00 Ts- 2 7 z8 ig 6,8 25 o 8 1 900 1'9-103 s 20 6 2 23 1 24, Notes (1)If a specific model DW trench shield is not shown in Table TS-1 or TS-2, the competent peaSoo must refer to the trench shield certification to determine capacity and worldng depths. All other aspects of this tabulated data applies to any DW shield not shown in Tables TS-1 or TS-2. (2) Weights are approximate. OF.Tt k �► r�� 1 03 COPyi yrr,'USA SI�EED SHORE CORPORATION,2003 20 'd LBLO vev set SOV.LNH 0311NO WV 11 : 11 INA £OH-1I-IIV Febmwy 13,2003 TRENCH SHmms—"DW"MODELS Page 4 of 5 TA13LE TS-1 „DW„MODELS DOUBLE SKIN PLATE WALLS tvI nLL GAPAMY D RA 1T(.AL WNI FOR SOIL TYPES PIPE APPX. 1MT CLEARANCE A-21 8-35 B-45 C-60 -8 INCHES P 17 ? 5, 50 SO sa 20 5 7ZT- 4700 S W4 : 50 40 3I 20 3,125 TS M MWA ,282 50 3 7 29 2 ,y 0 803 7 3 23 0 5 5 SS 7 8 24 5,4 DW 50 50 42 3,15 TS DW 3,392 50 a 0 45 3,85 - 6 2D ,353 50 5 41 3 42T9-0 0 6I6D ,27 50 7 23 $ TT 20 889 3 1 13 .475 TS-0 2 609 8 2 0 ISM08D 2,275 50 S S 41 32 62 , 50 08I I, 2 50 5 6 92 4,450 S-08 W 0 3 2 22 ,2 T ®W ,256 50 38 0 4 19 62 TS• W 37 7 ,650 S-082 DW4 , 26 35 2 I ,260 TS- W 3 2 24 62 6 5,950 9 16 86 6, TTIUMDW 761 33 2 16 14 g ! 020 609 2 , r5-IO2 4 TTP 5 7 s Ia ,240 ZDW6 3,8 50 5 50 20 3, 50 T 6DW6 109 —so 5 36 27 2 500 �0 1,3 50 38 , 8 5,47 5 20 6 12 20 s T 6 57 25 15 612DW 3, 50 SU 50 5 7,0300 50 42 5, I 1 S 50 3 6� T " 3 6 1 , S0 TS- W6 29 8 14 , 75 TS- I2 S 7 I4 11 165 11,2 150 T - W 7 5 5 6, 0 820DW 1 29 ,350 5 39 3I 24 9,95-nez 6 0 2 5 -08Z 3 W6 ,629 g o 13 S, 0- 06D 1 0 31 27 -I DW 9 7 2 17 I0,I5 37 17 1 2 3 2 2p 1 3 ,200 COPYR'Glrr,USA SPM SHOR]3 CORPORATION.2003 LO 'd LEO My 9Zv SIVIN38 G31INf WV OI :II I83 £OU-I1-lllf February 13,2003 TRENCH SHIELDS—"DW'MODELS Page 3 of 5 8.0 MAWLE TO ILLUSTRATE THE USE OF TABLES TS-1 AND TS-2: Problem: A trench is 16 feet deep in soil that has bcw classified by the competent person to be O.S.H.A,Type S_ For pipc joint purposes, 20 feet long shields are required, and stacking 2 identical 8 feet high Shields is desired.Which Trench Shields may be used? Studying 'Table TS-1 shows that an 820DW4 is adequate dawn to 22 flat. Further down the table is an 820DW6, which is adequate down to 31 feeL Studying Table TS-2 shows an 820DWS is also adequate to 44 fed. Either of these 3 shidds may be used. COPYRIGHT,U.S A.SMM SHORE COMR.ATION,2003 90 'd LSLO VZv RV SIVIN38 C31INA WV Oi: I1 INA £OH-11-lnf February 13,2003 TRENCH SHIELDS—"DW"MODELS Page 2 of 5 4.2 Tables TS-1 and TS-2 are not considered adequate when loads imposed by struchues or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge.The term"adjacent"as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench. 4.3 Using Tables TS-1 and TS-2 and after dctermining the soil type, the ce'Vetem person determines the maximum depth the Trench Shield may be used. 5.0 ASSEMMLY 5A Shields shall be inspected by a contprientperson before and after assembly. 5-2 Ail dwnna shall be evaluated and repairs made under the direction of a registered professional engineer. All missing or damaged components shall be replaced with Scmiue Speed Shore parts. 5.3 All lifting and pulling equipment, (including cables,slings,chains, shackles and safety hooks)used to handle shields or components shall be evaluated for fitting capacity,and inspected for damage or defects,prior to use; by expcttieuced operators and shall meet O.S.I3.A.requirements. 5.4 Tag lines or other approved safety devices sball be ntilized to keep employers away from loads handled by lifting equipment. 5.5 Spreaders,attliel spreaders,pins with keepers and accessories shall be in place before using the shields. 5.6 Two spreaders are required at each and of all shields.Shields with 3 spreader sockets at the freest end shall have spreaders at any 2 of the 3 sockets. 5.7 All spreaders shall be pinned at each end with I.5 inch diameter pins furnishod by Speed Shore. 5.8 Assembly instructions: A.Lay irrst panel on ground,spreader sockets up. B.Stand spreaders over sockets and insert pins with keepers. C.Lower second paned onto spreader tubca and insert pins with keepers. 13.Attach 4-point lifting sling to lifting brackets. E.Stand shield up,attach tag lines and install into tttxteb properly. 6.0 INSPECTION 6.1 The cmupdtentperson nest evaluate the soils to assutc the rated capacity of the Trench Shields is not exceeded by the lateral pressure of the soil.Soils shrill be evaluated in accordance with part 3.0. 6.2 The umrpetentpermnt shalt monitor all phases of the assembly,installation and use of this product to evaluate and eliminate mcahods which could endanger employees utilizing this product 6.3 Daily inspections of the Trench. Shield and accessories must be performed by the competent person and deficiencies corrected. 6.4 Ingm-tions shall be conducted as necessary for hazards associated with: water accumulation, changing soil conditions,or cb mgitsg site weather conditions. 6.5 Stacked shields shall be monitored to assure that each panel is secured to the one below it. 7.0 SAFETY SPECEFICATiONS 7.1 Employees shall be protected froth Ioose or falling material.Trench Shields must always be used in a manner that loose or falling soil cannot enter over the top or through the end of the shield.End plates may be required. Spoil piles must be kept back cum the edge of the excavation at least 2 feet. 7.2 Employces shall not enter or melt shields througb improtected areas and shall remain in shields at all times while working. 73 Employees shall not be in or under a shield while it is being lifted or moved. 7.4 Bottom of shields may be a maximum of 2 feet above the bottom of the trench if them arc no signs of deterioration of the trench face below or at the end ofthe shield. 7.5 Use of the spreader system for any purpose other than support for the side wall panels, or for pulling them lbrwartd is prohibited without written permission ftm the manufacturer: T6 The sides of the excavation should be cut vertical and natrow to prevent lateral movement of the shield. The width of the excavation shall be no wider than the width of the shield pins 12 inches. 7.7 A Speed Shore supplied arch spreader may be used in place of standard spreader. 7.8 Water shalt be prevented from entering the excavation and any waiter that does accumulate in the excavation shall be pumped out; 7.9 Contact Speed Shore far any non-typical use of the Trench Shield. COPYRIGHT,U.S.A.SPMM SHORE CORPORATION,2003 50 'd LKO 0 9Zb S0VZNIN MINA WV 60: II INA £OOZ-It-OIII' February 13,2003 TRENCH SHIELDS—"DW"MODELS Page I of 5 SPEED SHORE TABULATED DATA 1.0 SCOPE 1.1 Speed Share's Tabulated Data complies with the O.SJLX standards as stated in the Code of Federal Regulations 29,Part 1926,Subpart:P-Excavations,Sedion 1926.652(cx2).This data shall only be used by the contractor's competent person in the selection of Speed Sham Trench Shields.The compelentperson shall be egedeaced and imowledgeable in tn=hing and excavation procedures, soil identification and in the use of Speed Shore Treach Shields. 12 All personnel involved in the installation,removal and use of Trench Shields shall be trained in their use and advised of appropriate safely procedures. 1.3 Tables TS-1 and TS-2 are bnsrd upon requirements stated in CI R.29,Part 1926 and applicable portions of CFR 29,Part 1910.The competent person shall know and understand the requirements of those parts before acing this data. 1.4 Whenever there is a variance between this Tabulated Data and CFR 29,Prot 1926,Subpart P-Excavations,this Tabulated Data shall take precedence.Whenever a topic or sultiect is not contained in this Tabulated Data,the compemniperson sW refer to CFR 29.Part 1926,Subpart P-Excavations. 1.5 This data refers to the Code of Fedaid Regulations,29,Pacts 1910 and 1926.In states that have their own state O.S.H.A. refer to similar mVilations in the current construction rules published by the state office of Occupational Health and Safely. 1.6 Tables TS-1 and TS 2 shall be used only in excavations with soil conditions as noted For Other soil $rid aceavation conditions and deptbat, site-specific enginecxed designs are required. Contact Speed Shore Corporation for assistance. 1.7 This Tabulated Data is applicable for standard products manufactured exclusively by Speed Shore and may only be used with Speed Shom manufactored products.Away modification of Speed Shore products not specifically authorized by Speed Shore Corporation voids this data. 0 DEFINMONS(IM:CFR 29,Part 1926.32 DeBnitlons)-RESTATED FOR E MPRASIS 2.1 1926.32(F) "competent person"means one who is capable of identi4 iug etdstiag and predictable hazards in the surroundings or wad dag conditions which are unsanitary,hazardous or dangerous to employees; and who has authorization to take prompt cormcfive measurers to eliminate thew. 2.2 1926.32(p)"SW"menus mandatory. 3.0 SOIL CLASSIFICATIONS 3.1 In orderto use the data presented in Tables TS-1 and TS-2 the soil types or types,in which the excavation is cut shall first be determined by the competent perms according to the O.S.H.A.soil classifications as set forth in CFR.29,Part 1926,Subpart P,Appendix A. 3.2 Tables TS-1 and TS-2 arc also for use in Type C-60 soil(sec 33 for definition). 33 Type C-60 soil is a moist,cohosive soil or a mast dense granular soil which does not fit into Type A or Type B classifications,and is not flowing or submerged.This material can be cut with am vertical sidewulls and will stand unsupported long enough to allow tbo shields to be propedy installed. The compdent person must monitor the excavation for signs of deterioration of the soil as indicated by,but not limited to, fredy seeping water or flowing soil entering the excavation asvrmd or below the Trench Shield.An alternate design for less stable Type C soil may be requited where there is evidence of deterioration. 3.4 Water flowing into as excavation,from either above or below ground.will cause a decrease in the stability of the soil.Therefore,the competent person shall take action to prevent water frum entering the ercavation and promptly remove any water that accumulates in the excavation.Closes monitoring of the soil is required under wet conditions,particularly in the less cohesive(weaker)soil conditions.A smart amitat,of water,or flowing conditions may downgrade the sod classification to n less stable classification. A large amoral of water, or flowing conditions will downgrade all soils to O.S.H.A.'type C.Spend Shore sharing and shielding systems may be used safely*ma wet conditions when the excavation is monitored by the competent person Example: When repairing a leak in utility lines,it is often difficult or even impossible to kwp water out ofthe excavation. 4.0 PRESENTATION OF 94FORMATION 41 Information is presented in tabular form in Tables TS-1 and TS-2 for use in O.S.H.A.Type A,13 and C soils, and fbr use in Type C-60 soil(see 3 3 for definition). COPYRIGHT,U.S.A.SPEED SHORE CORPORATION,2003 tr0 d L6L0 VZv RV S-IVION G311NO WV 60:1I INA £02-II-10f N Fe6ruary 13,20Q3 TRENCH SHIELD$—"DW MOD_LS W.-ARNING EXCAVATION PROCEDURES MAY BE VERY DANGEROUS • A TRAINED COAVE .NT PERSON SHALL: SUPERVISE ALL EXCAVATION OPERATIONS, ENSURE THAT ALL PERSONNEL ARE WORKING IN SAFE CONDITIONS, AND HAVE THOROUGH KNOWLEDGE OF THIS TABULATED DATA. THE COJIIPETENT PERSON SHALL HAVE THE AUTHORITY TO STOP WORK WHEN IT IS UNSAFE FOR WORKERS TO ENTER AN EXCAVATION. • ALL PERSONNEL SHALL BE TRAINED IN CORRECT EXCAVATION PROCEDURES, PIIOP'ER USE OF TIM PROTECTIVE SYSTEM AND ALL SAFETY PRECAUTIONS. • EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED AT LEAST DAILY AND WHENEVER THERE IS A CHANGE OF SOUL, WATER OR OTI RR J'OB SITE CONDITIONS. • ALL LIFMG AND PULLING EQUIPMENT, INCLUDING CABLES, SLINGS, CHAINS, SHACKLES AND SAFETY HOOKS SHALL BE EVALUATED FOR SUITABILITY AND CAPACTTY,AND SHALL BE INSPECTED FOR DAMAGE OR DEFECTS PRIOR TO USE. • ALL INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE FROM ABOVE GROUND ONLY. • DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT PROPERLY SHORED,SHIELDED OR SLOPED. • PERSONNEL SHALL ALWAYS WORK WITIIII•I THE SHORING AND SHIELDING. PERSONNEL SHAD.NOT STAND ON TI M EDGE OF AN UNSHORED EXCAVATION. • ALL PERSONNEL SHALT, ENTER AND >U= EXCAVATIONS ONLY WITHIN SHIELDED OR SHORED AREAS► SPEED SIHORE-,s "MANUFACTURER'S TABULATED DATA" IS A GEnRAL SET OF GUIDELINES AND TABLES TO ASSIST THE C AfPETENTPE,BSONIN SELECTING A SAFETY SYSTEM AND THE PROPER SHORING OR SHIELDING EQUIPMENT. THE COAfPETMa PERSON HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY AND THE PROPER SELECTION AND INSTALLATION AND REMOVAL OF THE SHORING OR SHIELDING EQUIPMENT. THIS TABULATED DATA IS NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY THE COMI'ETENTpLRS'pNTO SUPPLEMENT HIS TRAINING, HIS EXPERIENCE AND HIS TYPE, KNOWLEDGE OF THE JOB CONDITIONS AND SOIL SPE410l?�.,,�.am- sliolll: COPYIUGHT,U-SA,SPEED SHORE COMPORATION £0 'd LM Vzb se6 SIEION CHINO WV 80: II INA £OOz-Il-in B , 1 � 3q 4 < A k Rwb% SANTANA TRUCKING & EXCAVATING , INC Gr.vtl Tr<^v� FACSIMILE TRANSMITTAL SHEET TO: FROM: PC- Daniel Carey Keggen Thompson $/a/03 COMPANY: DATE: C 0n �A City of Renton 8/12/03 FAX NUMBER TOTAL NO.OF PAGES INCLUDING COVER 425-430-7241 4 PHONE NUMBER PROJECT: 425-430-7293 NE 10'h St./Anacortes Ave NE RE: Submittal Bid Item#39 ❑URGENT X FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Bid Item#39 Submittal from Squak Mountain Materials RECEIVED AUG 15 2003 CITY UTIL►y SYSTEMS 23316 RED-FALL CITY RD, #647 REDMOND, WAr 98053 (425) 868-1111 (FAX) 868-1611 8-12-2003 11 :45AM FROM SANTANA TRUCKING 868 1611 p ,-� 3 9 P 1 SANTANA TRJCKTNG & F. XCAVATTNG , TNC . 8 -11- 03 FACSIMILE TRANSMITTAL SHEET Ttk FROM. Daniel Carey Kc&c:n Thompson COMPANY, DATT-. City of Renton 8/12/03 rAX NUM8t;k: TQ'TAI.NO,OP PAG1-.1;1NCI.UO(NO Wv)%R. 425s-430-7241 4 PI ION h NUMISIAU PROJECT' 425-430-7293 NE 10'St./Anacortes Ave NF, Rl Submittal Bid Item#59 ❑ URG�,NT X 1--OR PINT(>\X/ ❑ PLEASL COMMLN'I Cl PLEASU REPLY ❑PLEASE' RECV3.1: NO'i 1,,S/COMMENTS: Bid horn#39 Submittal from Squak Mountain Macerials 2.3316 t{r.l>-f'nA 1. ct'fY RD. #6&7 REDMUND. WA 98053 (425) 868.1111 (FAX) 868-1611 AUG-12-03 09 :44 AM SEAPORTDOZING 4252770510 P. 01 SQUAK MOUNTAIN MATERIALS, INC. 10430 RENTON-ISSAQUAH RD SE ISSAQUAH, 'WA 99027 FACSWILE COVERSI E 'T DATE: - ,3 FAX#: $(01? # OF PAGES BEING SENT INCLUDING TIIIS SIIEET: TO: p �7a"'L41 9t COMPANY: 7Qo.o p.y _ FROM: REGARDING: NOTES: IF YOU DO NOT RECEIVE ALL OF THESE PAGES,PLEASE CALL THE SENDER BUS# (425) 427-9368 FAX# (425) 427-0153 AUG-12-03 09 :45 AM SEAPORTDOZING 4252770510 P. 03 �RO"1 C&SGADE TE5 I�`1G SAX hCI. 42c.-823-2203 Sep. 18 2= 2P:070 , fit S1EVE ANAYT§JU!R?Tolty.RKSKEET CASCADE I?fC. Iwo 49 tmrm fL 9wKuLqvlWA W 9cyta"n: LAB No '.�r PROJECT: ,.. 71 r/ T r��'�� -- CERT.0, fy 00-e 'Y ____._... r�.d' .C / ,tt DATE RECEIVED' ' 't•-_ �^ CLIENT, _. &aMPi.E DESCRIPTION' '`.� +� DATE OF TEST: g / REPORT CUE WE: 50URGE: oe4 TEST METNOD(S). 7 TEST OBSERVATIONS REMARKS: f4 EQUIPMENT USED I. D.:v TESTED BY:,��'�•��+�s �Dl:U1Vf. JfrCCI�M• �FJ10E7�'� P�SSII�iG ScRarmw W;1GKr PKADE1i T vamr..MT reptce T JdaPt� liPEEriI� SIZE P TA ED 1pIE'T ED fgkTlflht -0 RrTAUI Ero C/1T10 J & /td /- D 4 ir YY Ss. 7 .o 118.7 J-2,7 7.z - 7. j 88,7 - 3 rf N v: i �►Pa�S��'cHo��e scr�s .-•n-----r...yr i . .�.n,-r ...,w. ........ .. t � l •f ` n twM■i�saar�lwww■ti��NlaM.�raaMwwra ■■■srw■ t t#iat.a!!as■aaa*ata■waara!■■aaisaii�wri�fs -NO TU w■wlw�■■�laalawsssrfaNarsaa�.sl. a*w�rww.■r■wraai�iwiiiiiice+:rliii aaman was tl,ill#riiwaiwalM rswaasssa�rs..#■wra111wss■■as■#■awa was ■■ras■■wlaa�■as��aas�wwas■sa■f■#,..Maasa's ., aaswraf :iliiiiM■sfas saslp:swmw Masf s� .r■wwawllwwswrwwswawa■ swlas.assaaassas■w gM�twwssw� wi riiii ii :isi #rsarsaar■rr• aim , ta■w■aataa tsraw iaar■aI11Mssl�t■■aaMif aaals ras�lwwflaa!#rs■rw/s����si��Na+t+a�Riii+:iii� ' as�s�aar#■.awrra�■w r .wrrY■ssaa�■ra■aw ■Msssaaww■*isi�iNs��,.■il+i�i■�A lsaii - •• ay■ilrll� fwwa�i�iiMiflsii��wllsalliaai�f1111aaa■R+wii�s�aw - tass�swrwwr■�.rass.waa■.swss�sraasr■■rsws .• swswr+tar■�rssra��rssstaawaas■s■s.■■is4ss■M iaasi iasra■lawss woo Muss.saaraiiiiiiai sass•Mrsswalaas!samen msewomenawa*tMM■sf r■ss.wa•�s■asaw"srwassA■wawsaass■rsraan r wasi■sss�rM,#�rlw wswws�ar■wa Osriansiiwriiiia ssaaw■seas#*iisl�i���s/i:awlwaaawsssa■�: �� w.ws■a■ssras wsss! .�....r.ariaisw■...■asw f fta#s ws■ss M■a■s a •rawas!f■aaw■w#R)l.aiMRr�s�r�r Ngrgi�lia ..aaaMaar•rNwwa■swa'+rAaM a ■aw■+■aawwaaraa+WRY■■a�M.M�++oiar.a.ra+q■w■a•� ::irwrw:eiSami«�siiaa■i :risi' r. a H. D. FOWLER COMPANY 13440 S.E. 30th STREET POST OFFICE BOX 160 July 3, 2003 BELLEVUE, WA 98009 PHONE (425) 746-8400 LETTER OF TRANSMITTAL FAX ( 4 2 5 ) 64 1 - 8 8 8 5 Santana Trucking 23316 NE Redmond Fall City Road Suite 647 Redmond, WA 98053 Attn: Butch Phillips Reference: Storm System Improvements Renton, WA Per your request,we are sending for your approval the following submittals: (7 Sets) DESCRIPTION M&H/Kennedy Resilient Valves 2iS'IUG S�'fK d"Ll '. HDF Fabrication wntE" HDF Valve Boxes - o k _ " 6(, 11J s.,oaL ao rrV afiwA-aJ s'CA aoha Oemitg 89-46 , pas£ B aqa Olympic Foundry Frame & Cover Olympic Foundry Frame& Rings Romac "CB" Sewer Saddle Fernco Couplings Hancor Blue-Seal Pipe whsC�►' US Pipe TJ Pipe - Ok- ast GLPSS 52 4iK wAVN PM wrtAP PW Pipe Solid Wall Sewer Pipe t M Anvil/Grinnell Hanger Rods —w- N 4T PrQPauveO- us E Cv{t_ IN (Cons - Ua� Tyler Pipe DI C153 Fittings 6V _ GPK Fittings If the enclosures are not exactly as noted and satisfactory for your purposes,please notify your salesperson, listed below. Sincerely, ?�c4d.1_1;ovA�V Rachel Lindberg H.D. FOWLER COMPANY, INC. Prei7ared ,or Pete Wahlman (Salesperson) Enclosures P U M P S P R O C E S S WATER W O R K TURF IRRIGATION METAL FABRICATION HD Fowler Company-WW00374.4DW-Order#B42471 - - 12, / -22, ! M&H NOTE: With Ductile RESILIENT Iron Body. WEDGE VALVES (1993) M&H VALVE CO. M&H VALVE Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 UL-262/FM-1120/1130 Water Working Bubble-Tight Hydrostatic Shell Size Range Pressure psi Test psi Test psi 2"-12" 250 250 500 14"-24" 200 200 400 ULFM 4" - 12" 200 200 400 Available in either non-rising stem or outside screw& yoke. DAME Figure No. Figure No. with Available End Connections & Size Range (STD) Post Plate Fig. End (NRS) 2" - 24" 4067-02 (3" - 12")4067-02P M.J. 2" -24" (except 2 1/2 4067-01 (3" - I2")4067-01P Fig. &M.J. 3" -24" 4067-13 4067-13P Push-on for PVC(SDR) 2" - 8" 4067-03 (3" - 8")4067-03P Fig. End (OS&Y) 2 1/2" - 12" 4068-02 N/A M.J. for Tapping 4" - 24" 4751-01 4751-OIP Push-on for D.I. & C900 PVC 4" - 12" 4067-22 4067-22P M.J. Cutting-in 4" - 8" --- (Consult K.V.) Push-on D.I. x Fig. 4" - 12" 4067-23 4067-23P Threaded 2" - 3" 4067-07 (3" only)4067-07P Accessories Indicator Posts Handwheels "T" Handles Extesion Stems Stem Guides Floor Boxes 2" Sq. Operating Nut. Chain Wheels Floorstands(non--rising stem) HD Fowler Company-WW00375.4DW-Order#B42471 - -12, / -22, / RESILIENT SEAT GATE VALVE NOTE: With Ductile N.R.S. ASSEMBLY Iron Body. M b H VALVE CO. STYLE 4067 i'..J L(i -Z R-2 S om SA wvo �GrM C3K .kC PnGE R-3 R-3 g.°q0 R-b , R-6 R-16 R-7 R-4 R-8 R-11 R-10 R-9 R-14 R-12 R-10 R-13 R-15 O O O O DET. NAME OF PART MATERIAL ASTM SPEC. R-1 Hex Head Bolt Zinc Plated Steel ASTM A307 R-2 Flat Washer Zinc Plated Steel ASTM A307 Operab Nut o V- Cast Iron ASTM A126 Class B R-3 Handwheel Cast Iron ASTM A126 Class B R-4 Hex Bolt A Nut Zinc Plated Steel ASTM A307/A563 Stuffing Box 2"thru 8" Ductile Iron ASTM A536 Gr.65-46-10 R-5 10"and 12" Ductile Iron ASTM ASW Gr.65-45-10 R-6 O-Ring(Stem) Buna-N --------------------- R-7 O-Rin Stuffin Box Buna-N --------------------- R-8 Thrust Washer Delrin --------------------- f3-9 Stem AWWA Grade Manganeze Bronze ASTM B584 CDA 867 R-10 Hex Head Cover Botts&Nuts Zinc Plated Steel ASTM A307/A563 R-11 Cover Ductile iron ASTM A536 Gr.65-45-10 R-12 Stem Nut(AWWA Grade A) Bronze(Low Zinc) ASTM B584 CDA 844 R-13 Wedge Disc Cast Iron/Rubber Coated A126 Cl;B/D2000 R-14 O-Ring(Cover Buna-N --------------------- R-15 gogy(AII T Ductile Iron ASTM A536 Gr.65-45-10 R-16 Plate Cast Iron ASTM A126 Class B HD Fovrler Company-WW00379.4DW-Order#B42471 - -12, / -22, LI 2" - I r R/W VALVE MJ ENDS 0&888H ,FMVEv GENERAL DIMENSION A.W.W.A Standard C509 M&H VALVE CO. Optional 4067-01 Standard Handwheei 4067.01-P With Post Plate (3"- 12") G 2"Sq. Optional 1 Post Piste - ®�D (3" - 12") V"' E Qw x H D ` C F No.8 ANSI Std. B size of bolts drilling A-21.11 A NOTE: With Ductile Iron Body. VALVE SIZE A a C fD E F O H Weight* 2 8-1/4 4-1/8 2.50 4-1/2 10-7/8 2-5/8 7-1/4 2 38 2-1/2 -------- ----- ------ -------- -------- -------- -------- -------- 3 8-1/2 4-1/4 2.50 7-3/4 12-3/8 4-5/8 10 3 63 4 9-1/2 4-3/4 2.50 9-1/8 14-3/4 4-3/4 10 4-1/4 85 6 10 5 2.50 11-1/8 19 6-3/4 12 6-1/4 128 8 10-1/2 5-1/4 2.50 13-3/4 22-1/2 6-3/4 14 8-14 200 10 12 6 2.50 15-3/4 26-1/2 8-3/4 18 10-1/4 309 12 113 6-1/2 2.62 18 130 1 8-3/4 1 18 1 12-1/4 471 *Add 16i1 for Indicator Post Plate(3"-12" only) HD Fowier Company-WW00377.4DW-Order#B42471 - -12, / -22, / i RECOMMENDED SPECIFICATIONS NOTE: With Ductile FOR RESILIENT Iron Body. WEDGE GATE VALVES M&H VALVE COMPANY RECOMMENDED MR RESILIENT SEATED GATE VALVE 2" - 12" nz RCIM.L to{ SI')Tj 1QfA�/ r h-, ,,�Yli 6C913�1�.Itl�I P:.'1l::ii4::;-fllla� LYNI'_ The valve shall conform to the latest revision of AWWA Resilient Seated Gate Valve Standard C-509 and be UL listed, FM approved. All internal parts shall be accessible without removing the body from the line. The wedge shall be cast iron, completely encapsulated with resilient material. The resilient seating material shall be permanently bonded to the cast iron wedge with a rubber tearing bond to meet ASTM D429. NRS stems shall be cast bronze with integral collars in compliance with AWWA. OS&Y stems shall be bronze. The NRS stuffing box shall have two 0-ring seals above the thrust collar and one below. The top two 0-rings shall be field replaceable without removing the valve from service. There shall be low friction thrust bearings above the stem collar. The stem nut shall be independent of the wedge and of solid bronze.The waterway in the seat area shall be smooth, unobstructed, free of cavities and for valves 4" and larger at least 0.19"greater in diameter than the nominal valve size. The body and bonnet shall be coated both interior and exterior with a fusion bonded heat cured thermo setting material meeting all the application and performance requirements of AWWA C-550. The gasket seal between two surfaces shall employ the use of composition ring type gaskets retained to prevent the possibility of blow out. Each valve shall be hydrostatically tested to the requirements of both AWWA and UL/FM and be rated for 250 psi AWWA service. HD Fowler Company-WW00003.4DW-Order#B42471 - -13, ,23,33/ VALVE BOXES H. D. FOWLER COMPANY 13440 S.E.30th STREET COVER CAOUNh SUWAC@ POST OFFICE BOX 160 BELLEVUE,WASH.98009 PHONE(206)74648400 TOP sECUM VAL%,t sox Specifications: EXTEIk"D `Q'"T' Metal:Materials conform to the following specifications:ASTM A48-76; BURY WWP 401;and CS-188.The typical chemical analysis Is:carbon 3.4-3.6%; (TAN'OF PIPE) Silicone 1.6-2.1 %;manganese.4-.8%;sulfur.15%max;and phosphorus BASE TRENCH DeP'" .25%max.Tensile strengths average 30,000 P.S.I.However,alloys can be added when special strengths are specified. i Coating:Unless specified,all castings are coated with a standard outside coating for general use,a G.P.D.asphalt varnish or similar bituminous material eorTo TO Box that is a rust protective coating.Coatings are applied wfth a minimum mil BOTTOM OF TRENCH thickness and are continuous,smooth,and without a tendency to scale or become brittle. SPECIAL DESIGN BOXES 045 Spacial des4m produced for specific applications.Drawing specifications or sample product required for quotes_ 91 D HEAVY DUTY SUP TYPE WITH TOP FLANGE HFCESSED HANDW COVER --VC MUE DM ETER (�,rerafi lengths t0".18" 926 COLUIRBA_ :, � := A B C s aiNE�Rli�u DATIE i uc TYPE COVER SLIP TYPE WITH I TOP FLANM 'A'ONLY vV ILL ACCEPT 926,11 LOCKING COVER Overall lainMhs 8. 14`,1Ir 9�1 LE 9 ,1 A lJ LUG TYPE COVER SLIP TYPE WITH LOWER FLANGE 5.7W IN$I❑E IXAMETER Marked'W A1EFt'or'Sf'.vEFr' Overall Iengihs 8", 1�8 VALVE BOX EASES SLIP TYPE AVAILABLE IN REGULAR-6-112"OR DEEP WELL.-8-112' Available lengths: 24",3W,36',and 42" HD Fowler Company-WW00029ADW-Order#B42471 - -47, / --� r... t,Z. LETTERING ("CO","SEWER') CO 1' 1/8"RAISE- 1/2"WIDE BORDER 10' 9' 8 3/4' 5/80 J177111 4 7 3/4'- 8 3/4' 15' REF#OF015 NOTES: OLYMPIC FOUNDRY ' MATERIAL:CAST IRON,ASTM A-48,Cl 30 ' INC. 1/2"-DIAMOND TOP TREAD PATTERN ' "TO ACCEPT 8"STEEL PIPE 8"x 4"CLEAN-OUT FRAME AND COVER APPROX.WEIGHT: FRAME-42 LBS., RATING-H2O PART NO. M1007 COVER- 14 LBS. HD Fowler Company-WW00013ADW-Order#B42471 - -6, I -7, I -11, / -51, I Y- TYTON JOINT" Pipe AL-00M MMED TYTON JOIN'I'a is U.S.Pipe's trademark for pipe with a push-on type FOR AgPRO AL connection.Simplicity,sturdiness and water-tightness of the system were /' 3 brought about,not by chance but by design.Taking advantage of a ��Ll�bQ (• d background of 100 years experience with pipe and pipe connecting systems, VVA LR UTILITY U.21NEERiNG DATE U.S.Pipe made a thorough study of existing joining systems and requirements of pipe users.The results of this study showed the need for a simple, f1Jo- Q j QV economical and reliable method of assembling pipe.With the objective of developing such a system,a number of new designs were devised.Several of Ll W rUA-10 the most promising were tested and the assembly which possessed the most outstandingly desirable characteristics became TYTON JOINT Pipe. After selection of the system,TYTON JOINT Pipe were subjected to further / rigid tests designed to simulate extreme installation and service conditions which might be encountered in the field.It was only after these testa proved completely satisfactory and were confirmed by field installations that the decision was made to market TYTON JOINT Pipe in 1955.Convincing proof of its wide acceptance is shown by the fact that more than 96%of the pipe now sold by this company is TYTON JOINT Pipe. The TYTON*Gasket--a circular rubber gasket which has a modified bulb shape in cross section—is the only accessory.Composition and dimensions of the gasket have been carefully engineered to ensure a water-tight and lasting seal.Gaskets of special elastomers may be ordered for special applications. The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe. Theplain end of the pipe is furnished beveled to ease assembly. Because TYTON JOINT Pipe assembles so easily,those not experienced with it may get the impression that the system is not water-tight. But years of successful experience prove it to be water-tight regardless of ease of assembly. Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. Ductile Iron TYTON JOINT Pipe are centrifugally cast in metal molds in accordance with ANSUAWWA C151/A2L61 TYTON Gaskets are furnished in accordance with ANSUAWWA When MON JOINT Pipe are used for bridge crossings or other Clll/A2111 Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and F"ngs-' above ground installations,each length of pipe must be supported Asphaltic outside coating and inside lining and coating are in accordance in a fewer to restrict both vertical and horizontal movement. with ANSI/AW WA C 15 VA21.51 Ductile-Iron Pipe, Centrifugally Cast for Water' for pipe and ANSUAW WA C110/A2110 Ductile-Iron and Gray-Iron Fittings,3 In. Through 48 In.,For Water and Other Liquids.' Cement lining,in Noe accordance with ANSI/AWWA C104/A2L4 Cement-Mortar Lining for Ductile- If specifiers and users believe that corrosive soils will be Iron Pipe and FUtings for Water'or special linings and/or coatings can be fur- encountered where our products are to be installed,please refer to d for ishe ANSVAW WA C1051A21.5"Pbiyethylene Encasement/or DucNe W specific conditions. Iron Pipe Systems".for proper external protection procedures. Sizes 4'through 42'are furnished in nominal 18-foot laying lengths. 48" through 64'are furnished in 20-foot laying lengths. As specified in ANSUAWWA C161/A216L pipe weights have been calculated using standard barrel weights and weights of bells being U.S.Pipe qualifies for Federal Procurement under Public Law No. produced. 94-580,Section 6002,known as the Resource Recovery Act of When joint restraint is required for push-on joint pipe,two options are 1976,since,due to modern technology,recycled iron and steel available from U.S.Pipe. For joint restraint of 4'through 24 , scrap is used to a large degree in our Ductile Iron Pipe production FIELD LOK'Gaskets may be used. FIELD LOK Gaskets are rated for 350 psi in sizes 4'through 12'and 250 psi in sizes 14'through 24'.In addition,for 4' through 64'sizes,TR FLEX"Pipe and Fittings may be used.TR FLEX Pipe and Fittings are rated for working pressures of 360 psi in 4'through 24'sizes, 260 psi in sizes 36'through 48'and 150 psi in sizes 64"through 64 .For high- er pressure applications see your U.S.Pipe representative.Product brochures on both FIELD LOK Gaskets and TR FLEX Pipe and Fittings are available from your U.S.Pipe representative- MONO TYTON JOINT®.TR FLEX®,and FIELD LOK® are registered trademarks of U S.Pipe and Foundry Company. TP 1 HD Fowler Company-WW00014.4DW-Order#B42471 - -6, / - 11, / -51, / AL Thicknesses, Dimensions and Weights V �wW I'Ll of Ductile Iron TYTON JOINT' Pipe �,°,,�� ,�T���rr Eid allz7r ° 6� Thicknesses and dimensions of 4'through 64"Ductile Iron pipe conform to ANSI/AWWA C151/A2151. weights may vary from the standard because of differences in bell weights. 18-Foot Laying Length Size Thickness Outside Weight Per Avg.Weight Inches Class Thickness Diameter' Lengtht Per reoqt Inches Pounds 4 51 026 4.80 215 11.9 4 52 0.29 4.80 235 13.1 4 53 032 4.80 260 14.4 4 54 035 4.80 280 15.6 4 55 038 4.80 300 16.7 4 56 0.41 4.80 320 17.8 6 50 0.25 6.90 305 16.9 6 51 0.28 6.90 335 18.6 6 52 0.31 6.90 370 20.6 6 53 034 6.90 400 22.2 6 54 037 6.90 435 24.2 6 55 0.40 6.90 465 25.8 6 56 0.43 6.90 495 275 8 50 0.27 9.05 430 23.9 8 51 0.30 9.05 475 26A 2 0.33 9.05 520 28.9 8 53 0.36 9.05 560 31.1 8 54 039 9.05 605 33.6 8 55 0.42 9.05 650 36.1 8 56 0.45 9.05 690 38.3 10 50 0.29 11.10 570 31.7 10 51 0.32 11.10 625 34.7 10 52 0.35 11.10 680 37.8 10 53 0.38 11.10 730 40.6 10 54 0.41 11.10 785 43.6 10 55 0.44 11.10 840 46.7 10 56 0.47 11.10 890 49.4 12 50 0.31 13.20 725 40.3 12 51 034 13.20 790 43.9 2 5 037 13.20 855 47.5 12 53 0.40 13.20 920 51.1 12 54 0.43 13.20 985 54.7 12 55 0.46 1 13.20 1045 58.1 12 56 0.49 13.20 1110 61.7 Tolerance of O.D.of spigot end 4-12 in.,t0.06 in.; 14-24 in.,+0.05 in.,-0.08 in.; 30-48 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0,10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell;average weight,per foot,based on calculated weight of pipe before rounding. TP 9 HD Fowler Company-WW00015.4DW-Order#B42471 - -7, 1 A,PPRO"IAL Thicknesses Dimensions and Weights ,4694' ' Uv 4� R UP of Ductile Iron TY MN JOIN ' Pipe DAB Thicknesses and dimensions of 4"through 64' Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. 18-Foot Laying Length Size Thickness Outside Weight Per Avg.Weight Inches Class Thickness Diameter' Lengtht Per Foot t Inches Pounds 14 50 0.33 1530 910 50.6 14 51 0.36 1530 985 54.7 14 52 0.39 15.30 1060 58.9 14 53 0.42 15.30 1135 63.1 14 54 0.45 1530 1210 672 14 55 0.48 1530 1285 71.4 14 56 0.51 1530 SW 75.6 16 50 0.34 17.40 1065 592 16 51 037 17.40 1150 63.9 16 52 0.40 17.40 1240 68.9 16 53 0.43 17.40 1325 73.6 16 54 0.46 17.40 1410 78.3 16 55 0.49 17.40 1495 93.1 16 56 052 17.40 6W 87.8 18 50 035 1950 1225 68.1 18 51 0.38 1950 1325 73.6 1 2 0.41 1950 1420 78.9 18 53 0.44 19.50 1520 94.4 18 54 0.47 19.50 1615 89.7 18 55 0.50 19.50 1710 95.0 18 56 0.53 19.50 1805 1003 20 50 036 21.60 1395 77.5 20 51 0.39 21.60 1505 83.6 20 52 0.42 21.60 1610 89.4 20 53 0.45 21.60 1720 95.6 20 54 0.48 21.60 1825 101.4 20 55 0.51 21.60 1935 107.5 20 56 054 21.60 2040 1133 24 50 0.38 25.80 1765 98.1 24 51 0.41 25.80 1895 1053 24 52 0.44 25.80 2025 112.5 24 53 0.47 25.80 2155 119.7 24 54 0.50 25.80 2285 126.9 24 55 1 053 25.80 2415 1342 24 56 0.56 25.80 2540 141.1 'Tolerance of O.D.of spigot end:4-12 in.,t0.06 in.; 14-24 in.,+0.05 in.,-0.08 in.; 30.48 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. fit Including bell;average weight,per foot,based on calculated weight of pipe before rounding. TP 10 JUG-22-2003 12: 15 P.06 Certified Mill Test Cercificate THREADPD ROD COMPPXV Date: f 3/15/0 0 1929 COLW01A AVE. Customer Order: 1532 (M6131 ) Mill Order: 0-YN0020-000012-07 INDIANAPOLIS. T.N 46202 Bol Number: 9613 Car Number: 1KE5 PRODUCT: ROUND RS-STD A242-50 0. 67740 x 30' SPECIFICATION: ASTM A2_42'2-97 50 MZN YLD UP TO 3/4" DIM Heat No PCs/BDL9 Pounds 0029362 1147-^ -42110 0611936 136 4933 Chemical Analysis: Heat no C Mn P s Si Cu Cr Mo Ni Sn CB V Al Ti B - r 0029302 _13 97' . 007 013 .26 _23 . 09 . 02 . 06 . 005 001 029 . 001 . 001 004 0011936 . 13 . 85 . 010 .'016 .17 .20 _09 . 02 . 06 . 006 . 001 024 _ 001 . 001 . 00( Mechanical Properties: Elting ion Bend Heat Yield Tensile 8" g uge Test $R_T -_-- 0029302 57500 psi / -396 MPa 75500 psi / 521-MPa 28.i0 0011936 55700 psi / 384 MPa 741.00 psi I 511 MPa 30. 0 i I 10EMEATRCE L hlAl1. •' .• Tu1so CD" SEAL. Notuy Puck in MW for State of Oktatwa y camm[ssmn=xa*en taw.1s,1409. This is to certify that these chemical and/or test results re a true copy of records contained in our company: Sheffield Steel Products I. are 1001 melted and manufactured in the U.S.A. er' 1 is roduced Merc�zy Free and not repaired by welding_ By: II Quality Assurance Department 0 This corm signed and/or notarized �pn request only i JUL-22-2003 12: 15 P.07 ins 003 • 3/1150 A Divislon of Nuco orpooation t TYPE III STRUCTURAL FASTENERS Type III structural fasteners are fasteners made out of a special chemistry corrosion resistant or weathering steel.-The steel has to meet the chemistry requirements as specified in ASTM A325 or A490, which also applies for structural washers. Type III fasteners are used primarily in outdoor structures where the steel is subject to corro- sion. Structural steel can also be made dT ttfese weathering steels, as specified in ASTM A242, A588. or A709. Structural fasteners meeting the Type III requirements are made out of an alloy steel with copper, chrome, and nickel. As the surface of the steel corrodes or rusts. in- stead of forming a coarse, flaky rust, the Type )II material forms a fine-textured oxide coating that tightly adheres to the base metal. This oxide coating seals the surface of the base metal from further corrosion.The surface appears to be a uniform fine grain- ed, deep brownish red rust color. The protection of this oxide coating works well in moderate environments such as normal outdoor weather, but it exposed to more con- centrated corrosive conditions such as heavy industrial fumes, the oxide may not form sufficiently to protect the base metal. Structural bolts in Grades A325 Type 3 and A490 Type 3, A563 structural nuts in Grade C3 and DH3, and F436 washers made from weathering steel all have mechanical properties identical to the standard fasteners' properties. Thus, Type III structural fasteners can be substituted for standard structural fasteners because they have identical mechanical properties. The Grade marking requirements are different for Type III fasteners to distinguish them as a special product. On structural bolts the grade identification (i.e. A325 or A490) is underlined to identify the fastener as a Type Ill. Structural nuts are marked C3 or OH3 on one nut face, and structural washers simply must have a "3" stam"ped on one face. I Nucor Fastener P.O. Box 6100 Saint Joe, IN 46785 1-B00-955-6826 Indiana 219-337-5611 Fax 219-337-5394 TOTAL P.07 HD Fowler Company-WW00055.4DW-Order#B42471 - - 19, ,29/ -39, / Grinnell Hanger rods Continuous thread: 146 t � A SIZE RANGE: 1/4 through 1 1/2 inch diameter. Stocked in six, ten and twelve foot lengths. Other even foot lengths can be furnished to order. MATERIAL: Carbon steel; rod threaded complete length. FINISH: Black or electro-ga Ivan ized. / �� N CG�»' 1 ,N MAXIMUM TEMPERATURE:650°F. C u ORDERING: Specify rod diameter and length, figure number, name. �d Loads Weights Rod Max recom Weight size load, lb (approx) A 650° F Ibs ft 114 240 .12 3/8 610 .30 1/2 1130 .53 4 5/8 1810 .84 3/4 2710 1.2 7/8 3770 1.7 1 4960 2.3 1 1/4 8000 3.6 1 112 11630 5.1 HD FoMer Company-WW00032.4DW-Order#B42471 - -9, / - 10, / -20, / -21, 1 -30, / -31, ! MECHANICAL JOINT C153 DUCTILE IRON Tlier/Union COMPACT FIRINGS Sizes 3"dvv 12"UR Listed For Fero Main Equipment r SAMPLE SPECIFICATIONS 3'THRU 241 MECHANICAL JOINT DUCTILE >< IRON FITTINGS shall be produced in the REco��EN USA in accordance with all applicable terms 7.and provisions of ANSI/AWWA C153/ A21.53 and ANSI/AWWA CI I I/A21.11. r MOTE:Fittings are cement-lined and seal- 4• mated in accordance with ANSI/AWWA an M C 104/A21.4;also available double cement- 0.3,in. �{a lined or bare.See list price sheet for details. K2 J 0 c F A K' JOINT DIMENSIONS IN INCHES 601TS Size A Dia. B C Dia. D Diu. F Diu. J Dia. K'Dia. V Dia. I. M S T X No. Sin No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 s/< S/ex3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 'A 3/4x31/2 4 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 7/4 3/4x3'/2 6 9.OS 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 '/s 3/.x31/2 6 0 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 7/e 1/,x3'/2 8 12 13.20 2.50 14.32 14." 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 '/1 3/031/2 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .A7 7/e '/,x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 :85 1.31 .57 .50 '/s 3/4x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 7/s J/ax4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 .69 .57 '/1 3/4x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 '/e 3/.x4'/2 16 BENDS R q R R A / c� T \ ,P I \I 1 A tA� _ 90"Bends(1/4) 45'Sends(1/8)] 221/=Bends(1/16) 111/.(1/321 Dimensions Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 35 3.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 .37 6.5 6.0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .AI 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79 14 .51 12.0 11.5 220 5.50 12.06 16A 3.93 17.25 148 2.59 21.25 133 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 14.0 410 7.50 14.50 325 7.50 30.19 292 7.50 60.94 320 20 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 481 9.00 37.69 A81 9.00 76.12 457 Tyler Pipe/Utilities Division•P.O. Box 2027•Tyler,Texas 75710•(903)852-5511 Union Foundry Company•P.O.Box 309•Anniston,Alabama 36202•(205)236-7601 5-24-99 yr' lid a Ps ✓ 5-1 Ul,�j W ,ier Company-WW00043.4DW-Order#B42471 - -41, � ,d -7r l q, �J RNP•January 1,1999 ROMAC INDUSTRIES, ,C INC. � GG �?TM ►./ 1400-421-9311 Style CB Sewer Saddle Castings: Ductile iron per ASTM 536, Grade 65-45-12. Protected with a yellow shopcoat. o Adjustable Strap: 3 1/2'wide, stainless steel per ASTM A 240, type 304. ti Bolts: 1/2'UNC rolled thread, lubricant coated,stainless steel per cn ASTM A 193,type 304. m Nuts:Stainless steel per ASTM A 194,type 304. Washers:Stainless steel per ASTM A 240, e 304. '' � P type Gasket: Virgin SBR per ASTM D 2000 MBA 710,compounded for water and sewer service.Other compounds available on request. NOM. NOM. APPROX. BRANCH PIPE RANGE BRANCH BRANCH CATALOG WEIGHT SIZE SIZE TYPE O.D. NUMBER (lbs) PVC Sewer 4215 CB-4215 Tyseal 428 CB-4.2e CB-4.63UN C.I.Soll-No Hub 4.38 CS4.39 Patent#4494780 6" 12" 6.27-14.40 PVC 4.50 CB-4.50 10# VC M.E.Sewer 4.82 CB 4.62 48'Strap Regular Gasket lhilversal 4.204.63 CB4.63UN Cast Iron-D.I. 4.80 C&4.80 Clay 1 5.00-5.38 C".38'. PVC Sewer 4.215 CB-4215LS T al 4.28 CB-428L3 4 „ c.l.sal-No Hue 4.38 C8-4. PVC 4. C -4.50LS 60LS 11 # 14"-24" 14.40 25.80 96'Strap Large O.D. A C M.E.Sewer 4.62 62 CS-4.82LS Gasket Universal a20-4.63 Ce-4.83UIdS Cast IrornD.l. 4.80 CS-4.801-S Clay' 5M-5.38 CB-5.38LS Stainless Steel PVC Sewer 4215 C13-4.215XLS Hose Clamp Tyseet 428 C84281QS C.I.Sol-No Hub 4.38 C13-4.38XLS 24'-48' 25.80-54.00 PVC 4.50 C84.50XLs 13# 192'Strap Large O.D. A!C WE Sewer 4.62 CB4.62XtS Gasket Universal 4.20-4.63 CB-4.63UNXLS Cast Iron-D.l. 4.80 C84.80XL.S Clay' 5.00-5.38 CB-5.38XLS' PVC Sewer 8.28-6.30 CB-8.30 C.I.Soll-No Hub 8.30 C".30 8'-12' 8.00-14.40 '17C M.E.sewer 6.86 CE".66 12# 48'Strap Regular Gasket urJversal' e.ze8.88 CB e.eeUN Cast Iron-D.l. 6-90 C".90 Clay' 7.19-7.58 CB-7.59' PVC Sewer 62B-6.30 CB-8.30LS C.I.So#No Hub 6.30 C"_30Ls s n 14"-24" 14.40-25.80 ^/C M.E.sewer 6.66 Ce-e-66Ls 13# 96'Strap Large O.D. Urdversal' 6.30-6.66 C"66UNLS L ' Gasket Cast lro;rD. 6.90 CB-6. Clay 1 7.19-756 CB-756LS' PVC Sewer 6.2".30 CB-8.30XLS C.I.Sae-No Hub 6.30 C".30XLS 'CB Sewer Saddles for Universal 24'48" 25.80 54.00 ac M.E.Sewer e.6e CB-s.66XLS 15# and Clay pipe include stainless universal 1 6.3P5 98 CB-6.66UNXLS' 192'Strap Large O.D. 1 Cast Iron-D.1 6-90 CB-e.90XLS steel hose clamp. Gasket Cley' 7.19-7.56 C8-7.58XLS 1 PARTS LIST-4" &6" Branch To Order: Specify catalog •Saddle Casting number. •Gasket(Standard,XLS) Example:To fit 4" branch to • Sliding Bolt 6" -12" nominal pipe with • Strap(Reg,LS,XIS) branch 4.20-4.63,order CB-4.63UN 5-5 ter Company-WW00315.4DW-Order#B42471 - -44, / -50, / FLEMBLE COUPLINGS for sewer, drain, waste C7 vent piping. The industry's most complete line of couplings allows any two pipes— regardless of size or material—to be connected quickly and easily. All Femco clamps,including the band screw and housing,are made from Series 300 Stainless Steel.They are corrosion- resistant and rustproof.Additional band slots have been added for greater flexibility and the bands are specialty designed for greater sealing efficiency. Femco couplings flex with earth movement, maintaining integrity of seal. �»IIIIlrllt No special tools needed.Installs easily with screwdriver or 5/16'(7.93mm)nut driver or socket(to 60'lbs.torque.) Femco Flexible Couplings are air,water and Tested Design smoke tested from Alaska to Puerto Rico. and they've proven themselves in even the helps you make the right connection. most demanding of applications and conditions.Because Femco Couplings eamed a reputation for consistent,superior performance,you can have full confidence Specially formulated PVC in their quality and reliability. compound positively seals any sewer and drain Femco makes fast delivery of stock items connection, with no minimum order required.For special applications,our custom design service can supply couplings to individual customer Positive seal Connects pipes of requirements. against infiltration same or different and exfiltration. sizes and materials Femco Flexible Couplings and Donuts are quickly and easily. widely recognized throughout the industry Leakproof, for high quality—backed by over three rootproof. Stainless steel decades of proven performance. clamps are corro- Conforms to sion-resistant and Series 316 Stainless Steel Clamps are applicable parts of rustproof. available upon request_Please contact ASTM#C443. Femco Customer Service Department. C425,C564. D1869,C1173. Aer Company-WW00316.4DW-Order#B42471 - -44, if -50, / U.S. 1-800-521-1283 COUPLINGS Parr Number Chart Fits All Of These Drain Pipe Materials. Adapt To These Outside Pipe Diameters Material Outside Pipe Diameter Cast Iron Soil Pipe 1-1/4x 1-1/2' 2- 3- 4- •Extra Heavy(01) (32mm) (38mm) (50mm) (76mm) (101 mm) •Service Weight(SV) Cast Iron •No Hub(NH) Extra Heavy — — 2-38 3.50 4.50 Steel Pipe, Schedule 40 Service Weight — — 2.30 3.30 4.30 No Hub — 1.90 2.31 3.31 4.38 Copper Pipe, Lead Pipe, Plastic Pipe Plastic,ABS/PVC, •ABS/PVC,DWV(Schedule 40) (DWV Schedule 40) 1.660 1-900 2.375 3.500 4.500 •ABS/PVC,Schedule 30(Thin Wall) Plastic,Sewer •ABS/PVC,STYRENE,Sewer&Drain ASTM 2729 &Drain — — — 3.250 4.215 •PVC Sewer&Drain ASTM 3034&SDR 35 Copper 1.375 1.625 2.125 3.125 4.125 •PVC Sewer&Drain ASTM 3033&SDR 41 Steel 1.660 1.900 2.375 3.500 4.500 Lead 1.528 1-830 2.354 3.250 4.250 Pipe Clay Clay To Clay To Concrete Concrete To Asbestos Asbestos Pipe Size To Cast Iron Asbestos To Cast Iron Cement Fibre Cement Fibre Size Clay Or Plastic Cement Fibre Concrete Or Plastic Or Ductile Or Ductile Cast Iron.Plastic.Copper, Or Ductile Iron Iron To Iron To Steel or Lead to Cast Iron, Cast Iron Asbestos Plastic,Copper.Steel or Lead Or Plastic Cement Fibre Or Ductile 1056125 1-v4x1-1/4 Iron (32 x 32mm) 1056-150/125 1-1/2 x 1-1/4 (3&32mm1 1056-150 1-1/2 x 1-1/2 (3Bx38mm) t0562t5 2x1-tn 60L3Bmm) 1056-22 2x2 (50x50mm) (301 78mm) 100243 1006�3 '1051 43 1056315 n x sx3e 001 101mm) 1001-44 1002-44 1003-44 1004-44 1006-44 1051-44 1055-44 1056-32 (7sxsam,) 52im•1o10 t001 _54 1002-54 '1003-54 1051-54 '1055-54 1056-33 noia—) 527127mm) 1001-55 1002-55 1003-55 1051-55 1055-55 1056-415 noixs/82mm list,tolm00 1001-64 11 '1003�4 '1004�i4 100664 1051-64 105564 1056�2 (IOIX50-r.) (152.127mm) 1001-65 1002-65 '1003�5 't006-65 1051-65 1055-65 1056-43 %oi 76mm) (8152,152-0 1001-66 1002-66 1OW-66, 1004-66 1006-66 1051-66 1055M 1056�4 no xlolmWj (2o3 127,,,,,) '1003-85 '1056-53 52i 76) 8(20.'8Dc127mm) 1001-86 1002-86 '1003-86 '1004-86 '1006-86 '1051-86 '1055-86 1056-54 MAW—) 88 2"3p 2O3mm) 1001-88 1002-88 1003-88 1004-88 1006-88 1051-88 1055-88 1056-55 5 275x127mm) 10x� wa '1001-10-8 '1002-10-8 *1003-10-8 •1004-10-8 *1006-10-8 '1051-10-8 '1055-10-8 '1056-63 tej5a,7smm) (254x254mm) 1001-1010 1002-1010 '1003-1010 1004-10-10 1006-1010 1051-1010 1055-1010 1056-64 552x101mm) 106254".0 '1001-1210 '1002-1210 '1003-1210 1004-1210 '1006-1210 '1051-1210 '1055-1210 5 (et52x127,m0 i3044IN,,,,) 1001-1212 1002-1212 1003-1212 1004-1212 1006-1212 1051-1212 1055-1212 1056-66 55z 152mm) (3811x304—) '1001-1512 '1002-1512 '1003-1512 '1056-84 (203n101mm) 15.15(38tx38tmm) 1001-1515 1002-1515 1004-1515 1006-1515 1056-86 203x152mm) (44oso81mm) 1003-1516 1051 -1615 '1055-1615 1056-88 e(2osx2o3mm) (4s7,457mx0 1001-1818 1002-1818 '1003-1818 1004-1818 '1006-1818 1051-1818 '1055-1818 1056-10-8 .8.31 2tr,;av2,�33,r,0 1001-2121 '1002-2121 1004-2121 '1006-2121 1056-1010 215 254mm) (6Mx6o9mm) 1001-2424 '1002-2424 1004-2424 '1006-2424 1056-1210 (304xs54mm) 27 x zr ) 1001-2727 -1002-2727 1004-2727 '1006-2727 1056 1212 12.12,.304,,,,al 1056-1512 15.12 (381x304mm) Other size&material combinations available upon request. 15.15 105&1515 (381x381—i Supplied with reducer. For connections with hub,bell or sockets,see donuts on pages 15-16. '1056-I8I5 18 x 15 (457x381 mm) 1056-1818 18 x 18 (457x457m.J 1056-2121 121 x 21 (533x533mm) 1056-2424 24.24 1111llllll/Il////�////ll/llllllll/l 1056 2727 27.27 ter Company-WW00020a.4DW-Order#B42471 - -40, ,48/ PWRI30 Sewer and Drain Products Submittal and Data Sheet February 2000 Solid Wall Sewer Pipe - SDR 35 Gasketed ASTM D 3034 Nominal Average Base Minimum Approximate Weight Approximate Weight Pipe Size Outside Diameter Inside Diameter Wall Thickness 20'Pieces 13'Pieces (inches) (inches) (inches) (inches) (lbs/100') (Ibs/100') 4 4.215 3.890 0.120 100 100 6-k 6.275 5.742 0.180 230 240 8 8.400 7.665 0.240 410 420 10 10.500 9.563 0.300 650 650 12 12.500 11.361 0.360 920 940 15 15.300 13.898 0.437 1390 1420 ASTM F 679 Nominal Average Base Minimum Approximate Weight Approximate Weight Pipe Size Outside Diameter Inside Diameter Wall Thickness 20'Pieces 13'Pieces (inches) (inches) (inches) (inches) (lbs/100') (lbs/100') 18 18.701 16,976 0.536 2090 2140 21 22.047 20.004 0,632 2920 2990 24 24.803 22.480 0.711 3710 3800 Notes: All sizes have integral gasketed bells;4'is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D 1784 cell class 12454 or 12364. Gaskets meet ASTM F 477. Pipe Design: Pipe meets ASTM D 3034 for diameters 4"-15*or ASTM F 679 for diameters 18'-24". All pipe has an SDR of 35 and a minimum pipe stiffness of 46 psi when tested in accordance with ASTM D 2412.Pipe joints meet ASTM D 3212. Agency Listing: Underwriters Laboratories,Inc.®for 4--15-- Installation: PW Pipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe tests its sewer pipe for dimensional compliance,impact resistance,flattening,stiffness,and joint integrity according to ASTM standards. Solid Wail Sewer Pipe - SDR 26 Gasketed ASTM D 3034 Nominal Average Base Minimum Approximate Weight Approximate Weight Pipe Size Outside Diameter Inside Diameter Wall Thickness 20'Pieces 13'Pieces (inches) (inches) (inches) (inches) (lbs/100') (lbs/100') 4 4,215 3.801 0.162 140 140 6 6.275 5.612 0,241 330 340 8 8.400 7.488 0.323 600 600 10 10.500 9.342 0.404 930 950 12 12.500 11.102 0.481 1330 1340 15 15.300 13.575 0.588 2010 2050 Notes: All sizes have integral gasketed bells. Pipes Material: Pipe compound meets ASTM D 1784 cell class 12454 or 12364. Gaskets meet ASTM F 477. Pipe Design: Pipe meets ASTM D 3034. All pipe has an SDR of 26 and a minimum pipe stiffness of 115 psi when tested in accordance with ASTM D 2412.Pipe joints meet ASTM D 3212. Agency Listing: Underwriters Laboratories,Inc Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe_ Testing: PWPipe tests its sewer pipe for dimensional compliance,impact resistance,flattening,stiffness,and joint integrity according to ASTM standards. P.O.BOX 10049 EUGENE,OREGON 97440 (541)343-0200 FAX(541)686-9257 MKTf-702A -,er Company-WW00002.4DW-Order#B42471 - -42, ! -43, ,49/ -45, ! -46, ! GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034,F 1336 or F 679 to be used in gravity flow or low pressure applications.Injection molded fittings are produced In sizes 4'through 8'diameter.Fabricated fittings are produced In sizes 4"through 27"diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting all the requirements of either ASTM D 3034,F 1336 and F 679 for workmanship,extrusion quality, stiffness,impact resistance,dimensions and structural performance_ Extruded pipe components are made from PVC material with a minimum cell classification of 12454-B,12454-C or 12364-C as defined In ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454-B,12454-C or 13343-C as defined In ASTM D 1784. Extrusion Quali4 Extruded components are tested In accordance with and meet all requirements of ASTM D 2152 for properly fused PVC. Impact ResistancE Extruded components are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4"-5" 150 Ft-Lbs 6"-8" 210 Ft-Lbs 10"-27" 220 Ft-Lbs Impact ResistancE Injection molded fittings are tested In accordance with ASTM D 2444 using a 20 lb, Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below-- 4* 50 Ft-Lbs 6"-8' 75 Ft-Lbs Pipe Stiffness Extruded components are tested In accordance with ASTM D 2421_The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Pipe Flattening Extruded components are flattened as described In ASTM D 3034 and F 679 until the distance between the plates is 40%of the outside diameter of the pipe.There shall be no splitting,cracking or breaking. PressurefPressure Deflectior Gasketed joints are tested in accordance Wth ASTM D 3212. Pressure:10 minutes @ 10.8 psi+10 minutes deflected @ 10.8 psi. Vacuum:10 minutes @ 22"Hg+10 minutes deflected @ 22"Hg. Branch Bending The chemically fused areas around the branches of tee,Wye and tee-Wye fittings are tested to ASTM F 1336 to verify their strength and Integrity. Riser Load; Tee and tee-wye fittings shall withstand a riser load of at least(100'TY'0D)pounds.No cracking or splitting shall occur. Joining Methods Chemically Fused Solvent Weld Joints Solvent cement Is handled and tested in accordance with ASTM D 2564 and D 2855.The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square Inches surface area which can be bonded to pipe. 2 GPK does not recommend gasket skirts where air tests are required. 296 1 0-,.t21—2003 8: 1 0AM FROM SANTANA TRUCKING 868 1 61 1 R. 3 Oct 'i S 03 03: 05p outwest 425 491 3977 p. 2 10/15/2003 10:25 425415512E P4GE. d1/d'L ()K - BIT � SUPPLEMENI"AL SPECIFICATION The North American Green S150 WAW erasion Oorttroi blanket is conrtructed with a 100%agrinrltura,l maw fiber matrix and has a functional longevity of approximatt!ly 12 months. (NOTE: functional longevity m;iy vary depending upon climatic conditions,soil, ge-ogxapttic location, and elevation). T1tc straw fiber shall be evenly distrfbtzted over the entire area of the matt.The blanket shalt be covered or the top and bottom with a lightweight photodegradable p lypropyle to net having an approximate 0,50 x 0,50 inch(1.27 x 1.27 cm) mt-31r size. The blwin et shall be sewn+ogether on 1.50 inch (3.t31 cm) centers with degralable thread.The following list contains furthzt physical propettmr of the 5150 rmsion control blanket. imJ94 Thidmess ASW D5199/ECTC 0.32 in(5.13 men) Resiliency ECTC Guidt-lirtr3 80-50% Max,per Unit.area ASTMIX475 7.59 o¢/y&(57 g/rrt--) Water Absorption ASTM Ln117/ECPC 327% S►TE ECPC:Cuid hrws 14,90% Stiffness/F1mbLL1y ASIM D?.3M/F1CJC 6.06 ar-m(67,699 rteg-em) Gmund CovtpT ECTC Guide:ittes 89% 5moP-rr Tttaistar c ECTC Goide;.ines Yes" No Tmaile 5'tre'$� ASIM D6035 156 ibs/ft(2,27 W/rn) MD E mVat:ort ASTM C't5M Ti% TD Tensile Sfrmio ASTMD5035 108kts/ft(157kv/rat) TD Elorwtian ASTM D5035, "Material n&molder reus'atnt x cordmg w specified teu MD-Machine direction TD-Traruverm direction Bench Scale Test; _ Tact meibod-Ch"odon 1'arametrra R�alla ECTC Method 2-Det"nunabo'n of 50 cma(2 in)/hr for 30 min Soil lute ratio'a 6.43 unv¢gvrated T(FCP a nbilrry to protect 100 mm(4 in)/hr for 30 rnfrt Soil lo"ratio':.&54 soil from ram 3plt6h and associated runoff "Al mm(6 in)/hr for 30 min Soil loss ntio'a 10.08 ECTC\Uthod 3-13ntrrttirtatlon of sbnac:2.013bs/fP or 84 anut Sea lore:50g unvegetated RZC77a ability to protect Shear 2,67.lbslft-'for 30 min Sea loss soil from hydzaulicelly-induced shear - rtreqeL Shear.3.221bs/ftlfor30 min Soil to>s:ltf2r8 ;failure Criteria o Elsa iswb sofl 106o hcrr at OSO inch aol las V►�1R1 1.Y5 14tyfti ECTC Der lr Mcrhod 4-Drtesminetion Tap doiL FEscue(KennxLy 31); 21 of temporary RECP pvztwee �u-cc it- da ac .htrion 2;'C r h Yanent ipy�rovcn cat T 917Y twaiaa"sd g�erminatlorr and plant y (iatova5ed b+omwl prowlh .l,lxoximartety 50%RFl t — S�ll Loss TLauo-C,,il l 056 with Anne Soil/Soil Loa,—ilia 1t Cp NOni Soft less btaM on ar¢t1 .ris) rBonch scale tetlts are index prvptarry tests.T h�0 L sts art not indii;&civt of field perform.=ce and therefore should not be nsed in desrgn to esubLrsh p►;rfotmmce ievcls for rolled erosion coazzo)products.Bcoch scale tests arc performed aeaordiog w methods developed by the Erosion Control Technology Council(ECTC). Updates 742e503 I 1 0-21-2003 8: 1 0APl FRCP-1 SANTANA TRUCKING 868 161 l P. 1 SANTANA TRUCKING & EXCAVATING , INC . FACSIMILE TRANSMITTAL SHEET TOi nN/EG FROM: I/ �'� r4eWt-a�1 COMPANY: DATE: Gr�r o� /Qa�roN �--77 2r oS FA.0 NUMBER TOTA NO.OF PAGES INCLUDING COVEC 4Z - - 77 413 PRONE NUMBER: PROJECT: /A- RE: ❑ URGENT �ICVOR REVIEW C3 PLEASE COMMENT ❑ PLEASE UPLY ❑ PLEASE,RECYCLE NOTPS/COM:�NTS; 23316 RFD-FALL CITY RD, #647 REDMOND, WA 98053 (425) 866-1111 (FAX) 868-1611 10-21-2003 8: 10AM FROM SANTANA TRUCKING 868 1611 P. 2 Oct It 15 03 03: 05P outwest 425 481 3977 P. 1 r ' OUT WEST LANDSCAPE & IRRIGATION.INC. -OUT ^t V`T� c[;S PO BOX 1095 � W000INvtLLE.WA 98072 f txv. 425 4VAU43 425.481-3977 r-AX SEND 70: —SItI}C/!�c . rROM: L— ATIEIMQN; F I N f _ __ DATE: FAXNUMDER �U�genl ❑Reply ASAP QI'leeee Crn��mnnl ❑Pleaso Itevlew 01:01 your Inlormo"it Tolul Rages.inclvdbiu Cover sheet NUMPER OF PAGE`i: �.—. COMMENTS: - - L I 47/21/2003 12:05 4254156126 PAGE 03 + �C. Effective 1/1/2000 MATERIAL SPECIFICATION AMMHCAN MEEN• S75 The erosion control blanket shall be. a machine-produced mat of 1000/0 agricultural strati:. The blanket shall be of consistent thickness with the straw evenly distributed over the entire area of the mat. The blanket shall be covered on the top side with a lightweight photodegradabie polypropylene netting having an approximate 0.50 x 0.50 inch (1.27 x 1.27 cm) mesh and be sewn together on 1.50 inch (3.81 cm) centers(50 stitches per roll width)with degradable thread. The blanket shall be manufactured with a colored line or thread stitched along both outer edges (approximately 2-5 inches (5-12.5 cm] from the edge)to ensure proper material overlapping. Straw erosion control blanket shall be S75 as manufactured by North American Green, or equivalent. The S75 erosion control blanket shall have. the following properties: Material Content Matrix 10011/o Straw Fiber (0.501bs/yd2) (0.27 kg/m2) Netting One side only, lightweight photodegradable (2,10 Ibs/1,000 ft2 `1.02 kg1100m2] approximate weight) Thread Degradable Physical Specifications (per roll) Engli§ Metric Width 6.67 ft 2.03 m Length 108-00 ft 32.92 m Weight 40.00 lbs ± 10% 18.14 kg Area 80.00 yd2 66.89 m2 Stitch Spacing 1.50 inches 3.81 ern 1*7/21/2003 12:05 4254156126 PAGE 04 Effective 1/1/2000 SUPPLEMENTAL SPECIFICATION NORTH A W S75 The North American Green S75 straw erosion control blanket is constructed with a 100% agricultural straw fiber matrix and has a functional longevity of approximately 10 months. The straw fiber shall be evenly distributed over the entire area of the mat. The blanket shall be covered on the top with a lightweight photodegradable polypropylene net having an approximate 0.50 x 0.50 inch (1.27 x 1-27 cm) mesh size. The blanket shall be sewn together on 1.50 inch (3.81 cm) centers with degradable thread. The following list contains further physical properties of the S75 erosion control blanket- Property Test Method T is * Thickness AST1v1 D5199/ECTC 0.33 in(8.38 mm) 0.32 in(8.12 mm) Resiliency ECTC Guidelines 78.80% 75.20% Mass per Unit Area ASTM D5261 9.28 oz/ydt(314 g/m2) 8 35 oz/yd!(290 g/rn2) Water Absorption ASTMD1117/ECTC 332N 2947/o Swell ECTC Guidelines 15% 14°'o Stiffness/Flexibility ASTM D1388/ECTC 6.31 oz-in(70,523 mg-cm) NA Light Penetration ECTC Guidelines 19.40% 6.00% Smolder Resistance ECTC Guidelines Yes** N/A MD Tensile Strength ASTM D5035 115.201bs/ft(1.68 kN/ray) 74.40lbs/ft(1.08 kN/m) MD.Elongation ASTM D5035 11.9T/c, 5.30% TD Tensile Strength ASTM D5035 93.60 lbs/ft(1.37 kN/m) 34.00 lbs/ft(1.23 kN/m) TD Elongation ASTM D5035 9.60% 8-20% Slope Desin Data Channel Design Data Cover Factors C Channel Ron hness Coefficients Slope Gradierlt S .Flow Depth M:tnnin 's`n' Slope Length(L) < 3,1 < 0 50 ft(0.15 rn) 0.055 < 20 ft 6 m 0.029 0 50-2.00 ft 0.055-0.021 20--50 0.110 > 2.00 ft 9.60 m 0.021 Man. Permisnble Shear Stress 50 ft(I5.2 m} 0 190 1.55 lbs/ft1(74.40 Ya) For most accurate design data consult ECMDSTN' Manning's'n'expressed in English units for unvegetated blankets *Minimum average roll values (MART arc calculated as the typical plus or minus two standard deviations- 5tattstically, this vields a 97.7 °% degree of confidence that any samples taken will exceed the value reported. `Typical'indicates the mean or average- **Material is smolder resistant according to specified test. MD--Machine direction TD—Transverse direction 97/21 f 2003 12:05 4254156126 O K _ a Z. S PAGE 05 4 CATCH BASIN : . 1 . � �1!1 ltrs fill, flfit III i Itrti fftt� ilt,, fit', I!rid #1 s ,i fl #��tllf {.t UdI fl 7Ff ! ro oft; Itst s lrtt+ Fueling Areas • Loading Dock Areas • Parking Lots • Vehicle Wash Areas Specifications Sediment Only Fabric Weight. 6.0 0z/yd' Thickness: 145 mil. Water Flow Rate: 120 gpm/ftr Permeability: .5 cm/sec Dimensions: 48"L X 36"W X 18"H —Weightl 1 Ib. Distributed By: !t!!t r �f<'.' r iF� ' ;i! ACV We G' -myl'LLIb� -4-,till�itil o�taa �.. �sl+#1 illy ff r jftiit. �tf ri�M � t.�y M{}}s Rift lltstr.,, ltiti, f It, �fsttr„ !.#t W� Jl ed ii O@ h,t�ji�it,„t ,tr � tt►ijijl/ettl,r fi}Iri+tti i7,rt#,et{t.r tl4retl►�t ,q• •� tiU,i,rto t•rs i 6tot6e4 a, r�l1,/. rt�.,% 11!!F#1!!!f 1011 1"we �� fi��;k. '�+'�a ��; { tc —� A wdWAUe.-.w WA, 9M2 1!#l�t +� !3�!lF t ,d tij#lreft l#llttefi lii�►tilf}+tsl,- + *"3�1�aw 11f� fHr�#i#�, fM► � ����try�-EFifitlit# lfifl, a�lill:.i«r y�tft dlErrt` j 'tt,'.rf1i��{fad' t« {J '(t. 97/21/2003 12:05 4254156126 PAGE 06 ACF F-Wronmentai 283J CudwoURoad.' Rldimend,VA 23234 7 Salex 1-800-448-3636 �- Fax-'1.804-271.3074 i www.aafanviron.aam 1 May 9,2001 Mr.Bon Nelson ACF West 15340 Woodinville Road Woodinville,WA,98072 Y RE:Nonwoven Catch Basin Insert Dear lien: This letter is to certify that the nonwoven Catch Basin Imert9 supplied to you by ACF Environmental meat or exomd the rpeclftentions of the attached specification shoot, Also,our unit meets or exceeds the epociflcatiane of the Foss Environmental Streamguard and is covered under U.S.pate rtt#5,575,925, Please call me With any questions you might have. Sincerely, David Kelicy National Marketing Manager Sediment Control Products Product Speeitications: Fabrierruperty est Method Unit Value Fabric Wei _ ASTM D-5261 t? 8,4 Thickness ASTM D-5199 Mil 143 Water Flow hate ASTM D-4491 (3 tn/8z 120 Permeabil ASTM D-4491 Cm/sec S U.V.Reslstaace ASTMD-4355 % 70 07/21/2003 12:05 4254156126 - - e .r 50 PAGE 07 i r i 1r •�,1.^ h"Y ,4 e Use as a visual barrier. Tenax Safety Fences are: Use as barricade fencing for construction sites. ♦ Bright Orange for Visibility ♦ Easy to Install and Handle • Rot and Rust Proof Use Tenax Safety Fence for: • Reusable • Crowd and Traffic Control ♦ Construction Sites ♦ Industrial Facilities ♦ Delineation Fence GUARDIAN Mesh Size Roll Size Colors Technical Information 11h x 3 in/4 5 x 7 6 cm 4 x 50 ft 11 2 x 15.2 m Orange Polymer: Polyethylene(HDPE) 4 x 100 ft/1.2 x 30.5 m jorange Stabilizer: U.V. Stabilizer BEACON • Mesh Size Roll Size Colors Technical Information 31/2 x 11/2 in/8 9 x 3 8 cm 4 x 50 ft/1.2 x 15 2 m Orange Polymer Polyethylene(HDPE) 4 x 100 ft/1 2 x 30.5 m Orange, Green Stabilizer U.V.Stabilizer 5 x 1 Uri IT/1.8 x 30.5 m Orange Safety Fences should not be used for fall contsinment. values may vary by 5 i.. 07/21/2003 12:05 4254156126 PAGE 08 s ' 52 ProPex silt fences 2130 PrcoPex 2130 is a polypropylene woven fabric_ Thin engineered geotextile is stabilized to resist degradation due to ultraviolet exposure. It is resistant to commonly encountered soil chemicals,mildew and insects,and t stable is non-biodegradable. Polypropylene is stable within a pH range of 2 to 13,making one o polymers available for geotextiles today. We wish to advise that ProPex 2130 meets the following minimum average roll values: Property Test Method Minimum Average Minimum Average Roll Value Roll Value (English) (Metric) Grab Tensile ASTM-D-4632 124x124 lb 0.55ox 0.550 kN Grab Elongation ASTM-D-4632 15%x 20a/o 15%x 20% Mullen Burst ASTM-D-3786 300 psi1405 0 kPa Puncture ASTM-D-4833 65 lb of kN Trapezoidal Tear ASTM-D-4533 651b85 kN UV Resistance ASTM-D-4355 80% o% AOS ASTM-DA751 30 sieve0 rnM Permittivity ASTM-D-4491 0 05 sec sec Flow Rate ASTM-D-4491 10 gal/min/ min/m2 (1)max. average roll values Amoco Fabrics and Fibers Company manufacturers the woven fabric indicated above. The values listed are a result of testing conducted in on-site laboratories. A letter certifying the minimum average roll values will be issued from the manufacturing plant by the Quality Control Manager at the time shipment is made. DATE ISSUED:06/03/02 Amoco Fabrics and Fibers Company 260 The Bluffs Austell,GA 30168 PH: 770-9444569 FX 770-944-4584 Euducion of Liability iniurmation cvnta,neci in this publication is accurate to the best of 09 knowladge of Amoco Fabrics and Fibers Company-Any Information or advice obtained from gP otherwise than by means of this publication and whether relating to 5P materials Or other materials,is also gven in good faith However.n remams at ail times,the rsaponsbilltir of the customer to ansure that BP materials are auitabla for the panimiar purpose intended_ Insofar as mil iars not manufactured or svpplied by Bp are used in conjunction with or mstaad of BP materials,this Customer should ensure that he has received from the manufacturer or supplier err the technicar data and other information relating to such materials sp accepts no liability whatsoever laxcept as wherwise a■presely provided by raw)arising out of the vso of information supplied.the application of processing of thebp products described herein,the use of other materials to lieu of Bp metedais ir,ronjunctio0 wiih Such other materials. Published by Amoco fabrics amrf Fibers Q,mpeny + BP and Me110s mark are registered trademarks of Amoco Fabrics and Fibers company Amoco Fabrics and Fibam Company.8 part of BP 07/21/2003 12:05 4254156126 PAGE 09 ACeFvW E$TINC. ' GEOSYNTHETIC PRODUCTS ,l ACF VV"t.Inc.as D.9.A name tar N.W.090sYndtalke.10C Woodinville Corporate Center II Bldg.A#400 15540 Woodinville-Redmond ROSO. Woodville,WA 98072 425-41"115 800.423-4567 Fax:425-411"126 DOT "Supported" Salt Fence Description: ACF West DOT "Supported" Silt Fence Uses,Amoco Fabrics and Fibers'2130 woven fabric attached with steel hog rings to galvanized steel support mesh. Roll size: 36" fabric w/36"support mesh x 100 lineal foot 42" fabric w/36" support mesh x 100 lineal foot 60"fabric w/36"support mesh x 100 lineal foot Fabric: The Amoco 2130 is a polypropylene fabric,stabilized to resist degradation due to ultraviolet exposure,and is resistant to commonly encountered soil chemicals, mildew and insects. It is non-biodegradable and is stable within a ph range of 2- 13. Amoco 2130 meets the following minimum average roll values (MARV): Property Test Method MARV(English) MARV(metric) Grab Tensile ASTM D 4632 124 lb 0.55 kN Grab Elongation ASTM 1)4632 15% 15% Mullen Burst ASTM 0 3786 300 psi 2060 kPa Puncture ASTM 0 4833 65 lb 0.28 kN Trapezoidal Tear ASTM D 4533 651b 0.28 kN UV Resistance ASTM D 4355 80%@ 500hr 70%W 500hr AOS ASTM D 4751 30 sieve 0.6 mm Permittivity ASTM D 4491 0.05 sect 0.05 sect Flow Rate ASTM 0 4491 10 gal/min/112 405 L/min/mt Support Mesh: Galvanized utility mesh,4" x 2" opening, 14 gauge x 14 gauge wire,36" height,meeting or exceeding the requirements of ASTM A 641,and having the following properties: Wire Diameter,nominal .080"(14 gauge) Wire Tensile,max 85 ksi Bend Test, 1 x dia. Pass Coating Weight "Commercial" The information presented herein,while not guaranteed,is to the best of our knowledge true and accurate_ Except when agreed to in writing for specific conditions of use,no Warranty or guarantee expressed or implied is made regarding the performance of any product,since the manner of use and handling are beyond our control. Nothing coatalned herein is to be construed as permission or a recommendation to infringe any patent. 7-24-2003 8: 12AM FROM SANTANA TRUCKING 868 1611 P, SANTANA TRUCKING & EXCAVATING , INC . FACSIMILE TRANSMITTAL SHEET TO: FROM: y��d � COMPANY, DATE. Cr r� vf% FAX NUMBER: TOTAL NO.O PAGES INCLUDING COVER PHONE NUMBER PROJECT: RE: �V�iiY4 ❑ URGENT Cl FOR REVIEW ❑PLEASE COMMENT ❑ PLEASE REPLY ❑ P1.E.ASE.RE;CYCLL NOTES/COMB{ENTS 23316 RED-FALL CITY &D, #647 REDMOND, WA 98053 (425) 868-1111 (FAX) 868-1611 7-24-2023 8: 1 2AP-1 FROM SANTANA TRUCKING 868 1 61 'I P. 2 tUL c�-2d©J ]0 SP CITY OF RRN70N PBPW 425 G�0 ?Z41 P.G1/03 CIIY OF RENTON FAX TRANSMITTAL Dept, of Planning /Building / Public Works Date: a' 123 / 03 1055 S Grady Way J Renton,WA 98055 Number of P; ea(include. cover) -- TO,: S2nt2na Trucking & Excavating From; Daniel Cagey -Surface Water Utility Keggen Thompson Z7C---- FAX# (425)868.1611 _ FAX# (425)430-7241 Phone# 425)868-1111 Phone# (425)430-7293 E-Mail ke002213ntanatrucking.com E-Mail dcareye i.ronton.wa.us Subject: Material Submittal Approvals NE 101th St.1 Anacortes Ave. Detention Pond Hi Keggen. Below is the submittal review status based on the Precon discussions, our meeting in the field. and recent submittals. I'll keep using this form so we can keep track what's been approved and what is still needed. Latest Submittals: 7121/03 FAX—ACF West Geosynthetics 7/2 2/03 FAX—Washington Rock Quarries, HD Fowler OFF A--Schedule —Mobilization Figure 7/22—Santana will construct the pond's storm line to the street and cap them. Will connect when new storm line reaches that location. Office trailer is not full size, about 25' long, looks like it will fit between the trees without damaging them or their roots. OK B—Traffic Control Traffic Plan approved by Transportation with notes. Road can not be closed without City Council approval. Ok to keep one lane open at all times. Two lanes open for after work hours. Maria Carter signed Agreement pag9 of Plan. Contact Renton School District to let them know when construction will occur on NE 10th St. ( Debra Holmes, Transp. Director 425-204-4455. FAX 425-204-d465 They may have to relocate the bus stops to stay out of the construction area. Signs will be placed at corners to direct school children to walk along south side of street, away from the construction area. OK C— Surveying—Appears to be ok. OK D-Compaction Testing Firm -Appears to be ok. OX F_-TV Inspection Firm-Appears to be ok. F-- Shoring-- Nc9d more info. >e�� �%yi9C,h'ED Please identify who the"Competent Person'will be and their experience with shoring requir*ments. H.Tile Sys\.SWP - Surface Water PrcjectslSVVP-27 - Surface 'hater Projects (CIP)\27-2266 NE 10ih Si - Anawrtealal_Pontl_2003\1000-5 Corr-Contractor\030723 Mail Submite.doc Pape 1 Qf/3 7-24-2003 8= 13AM FROM SANTANA TRUCKING 868 1611 P. 3 :U�-23-?003 10 58 CITY OF PEKTON PBPw 425 430 7241 P.02/03 Based on they soils information in the specs and excavation depths please identify which trench shield models you anticipate using. OK G -frames, Grates, Coves Solid Cover Prod. No. 00770070- Not Approved Solid Cover Prod No. 00770088 - Approved 7121103. has correct hole locations. OK H-Lakeside Asphalt They will use the mix with approx. 5% asphalt by wt. I-Cadman-Need more info. Please identify which mixes will be used for which construc`,iordbid items_ _ J -construction Testing Soil Analysis- Need more info Where will the 2` and 2' Minus Crushed Rock be used? -rgp �,,u ;=rEu7 /f N6t4eey K- H.D-Fowler-Comments Sewer Pipe and frttings appear to be OK. Are you proposing to use the Hancor Bluer Seel Pipe for the 30" storm pips? OK K- H.D.Fowler- Reviety vd by Water Utility M&H/Kennedy Resilient Valves- Use non-rising stem only, Ok HDF Valve Boxes -Ok, Use '940 Seattle'. Install per Renton Std Detail BR-46. US Pipe TJ Pipe-Ok, Use Class 52 pipe with Potywrap. Tyler Pipe DI CL53 Fittings-Ok. Anvil/Grinnell Hangar Rods- NOT APPROVED Use"Cor-ten' rods. Approved - 7/22I03 Sheffield Slegl ASTM A242 Threaded Rod (Cor-Ten), Nucor Structural Fasteners OK L-Granite► Precasting-Appears to be Ok. Other Items /Questions Please work on getting submittals for the items that will be used in construction first. The ones that will not be worked on until inter in the project can be delayed until the most important items are taken care of. _ Bid item 13- Provide supplier, material, grain size analysis for Pond Embankment Fill. Bid Item 14-IIqentify Ponq Excavation Dispopal Site W�fs/uaFrtU l�wer,Y �- r� "If fq.4�+s AAls Rr, �esn� 414 &-ey : WA OK Bid Item 16- Provide supplier, material for Construction Geotextile. 7121/03 Propex 4553 appears to be acceptable. OK Bid Item 19, 20, 21 -Flaxible Pipe Bedding Material. 7122/03 Wash.Rock Quarry, acceptable. OK Bid Item 23, 2d-Rigid Pipe Bedding Material. 7/22iO3 Wash.Rock Quarry, acceptable. H:\File SysVSWP - Surface Wator Proje=xSWP-27 - 5utfece Water Projects (CIP)127-2256 NE 101th St - Anac9rte9\01_Pond_2003\1000-5 Corr-Contrac!!DA030723 Mati SubmRs doc Pape 2 pfx 3 7-24-2003 8: 13AM FROM SANTANA TRUCKING 888 1811 P � 31JL-23-2023 10:59 C1T'i OF PENTON PBPW 425 430 7241 P.03 03 Bid Item 34-Modular Stock Wall, Provide supplier, materials. Bid Item 35 -Provide supplier, matenals, shop drawings for overflow riser and fittings. _ did Item 36 Provide supplier, materials, shop drawings for overflow barrier and fittings. Ok Bid Item 39-Bank Run Gravel. 7122103 Wash.Rork Quarry, acceptable. b� Bid Item 40-Provide supplier, materials for Concrete Dea man Blocks, and steel. 4,al,.x.�r - 3pOo f 5( co/�fi<�+ /'©.ls �(-o„�� � Ok Bid Item 46- Provide supplier. materials for Stabilized Construction Entrarx>e. 7122103 Quarry Spalls#70 and Construction Geotexhle A 16 approved. OK Bid Item 47 - Provide supplier, materials for Erosion Control Blanket. 7/21/03 North American Green S75 appears to be acceptable. OK Sia Item 48 - Provide supplier, materials for Catch Basin Filter. 7/21/03 ACF Catch Basin Filters appear to be acceptatAe. OK Bid Item 50-Clearing Limit Fence. 7/21/03 Tenax Safety Fence is acceptable. _ Bid Item 51 -Provide supplier, materials for Seeding, Fertilizing, Mulching. OK Bid Item 52-Silt Fence, 7/21103 Propex 2.130 appears to be acceptable. _ Bid Item 53-Provide supplier, equipment, work plan for Street Cleaning. . 7V r, N,4 - 2_ac.x o,,vw r,6 _ Bid Item 54-6"t - Provide suppliers, materials for all planting materials. Bid Item 62 - Provide suppliers, materials for Topsoil. Bid Item 64-65-Provide supplier, materials for Chain Link Fence. Ok Bid Item 70- Provide suppliers, materials for Quarry Spalls_ 7/22/03 Wash.Rock Quart', acceptable. _ Bid Item 71 - Rip-Rao. 7/22103 NEED MOREE INFO, Wash,Rock Quarry. The Riprap is not standard, need to have specific confirmabon (size analysis) that it will rr►eot the gradation spec, in the bid item. Ok Bid Item 76- 7122103 Santana will remove the large trees. Bid Item 77 - Provide suppliers, materials for Sod. You will need to identify all subcontractors on the project, and submit a copy of the State approved Statement of intent To Pay Prevail'cng 'Alages form for each one. H:kFtle SYMSWP - Surface Water Project3lSWF'-27 - Surface Water Pmjum (C1P)127-2266 NE 10th St - Anaconoslo1_%nd_20=1000-5 C0rr-ContrBctDAM723 Mail Submits.doc Pape 3 at,"(3 TOTAL P.e3 7-24-2003 8: 14aM FROM SANTANA TRUCKING 868 1611 P. 5 TRUCKING&EXCAVATING INC. 23316 NE Red-Fall City Rd-#647 Redmond.Washington 98053 (425)866-1111 • Fax 868-1611 SHORING INFORMATION For shoring operations we will be using various types of shoring. This can range from 4' X 20' to 8' X 20' trench shields with 48" spreaders and speed shoring. Some of these trench boxes may vary in length as low as 10' long if necessary. Where necessary square manhole boxes will be used to help ensure safety for manhole installations. United Rentals will supply the majority of our shoring equipment. Please review the attached tabulated data. The shield models may vary due to site conditions encountered. COMPETENT PERSON(S) Mark Carter—25 years experience Mark Spry— 16 years experience Buster Phillips— 12 years experience 7-24-2003 8: 14ANI FROM SANTANA TRUCKING 868 1611 P. 6 ' r � Febnuuy 13,2003 7MNCH SMELDS—"DWI MCIMT_S page 4 of 5 TAJ3LE TS-1 "DWI'MODELS DOUBLE SDI PLATE WALLS ern 1�a 50� 2 YPES ME APPX. L�rar CLPAXANCE S c so 50 450 4 31 50 29 ' $ MUZOW4S13 16 so 450— 50 5 50 z ; 5 o 4 .�s s41 32 4z o 61 ,T7 So 7 42 13 ,a 850 S 41 32 2 3.950 L S26 4,450 W 1 28 22 D SO j8 24 L sw- 7. DW4__T76T 5,9 st 47 35 686 1 761 33 2 16 4 S z 460 2 a s7 2DWb 3.8 5 5 0 1 bDWb 1 5 5 7 0 6 1,3 0 38 30 43y ' 5 1 17b T [, 1 we � o0 1 5 S 3 L 3 —23 ISO K 14 T3 75 7 14 1 42 5 b' b 4U 30 g2 D6 W5 3 2 - ob c 1 sa 1 Dw zD 10,15 1 37 COPYPJGlrr,u.SA SPI37D SI30RE CORPORATLON.2003 7-2A-2003 8: 1SAM FROM SANTANA TRUCKING 868 1611 P. 7 07/11/2003 FRI 16:35 PAX 425 961 7391 CRAW WJUU1/032 -- OK 3/z4/a3 �. Cadmon, Inc. suia I 7554 185ih Avenue NC July 11,2003 ro ay.oT0z8 R-h—d.WA0807d•T,18 423.007 1234 M 4Z;,.vo Ind►, Kagen Thompson wvn+-todmun.Wm Santana Trucking and Excavating Fax. 425-868-1611 Project: Detention Pond and Storm Improvement Dear Karnen, Cadman, Inc. proposes to deliver the following concrete mix designs for the above referenced project: Mix Desi Description 100408 Standard CDF AC CDF 110022 Pro Flow 4"Pump CDF tS'D 581127 5.75 Sack Slip form, I" Slip Form Curb 100301 Class 3000 30M PSI gQ Upon approval,kindly return a copy of the approved submittal to Cadman.Also,approval of this submittal carries with it approval for timely copies of aV concrete test reports be forwarded to Cadmon Early notification of the testing laboratory respoasible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. Please call if we may be of further assistance. Sincerely, Cadman, Inc. Karen Larsen Technical Services 11-19-2003 9:SOAM FROM SANTANA TRUCKING 868 1611 P 3 Nov 419 03 09: 43a nutwest 425 481 3977 P• Z sy_ OUT WEST LANDSCAPE&IRRIGATION, INC. O RO BOX 1805,WOODINVILLE WA 96072 17809 S.R. 9 S.E., SUITE 3, SNOHOMISH, WA 98296 425-481-4043 OR 425-481-3977 FAX PLANT MATERIAL AND SUPPLIER LIST PROJECT: NE 10st/ANACORTES AVE DESCRIPTION SIZE SUPPLIER WESTERN RED CEDAR 4-5' HANGING GARDENS LEY!AND CYPRESS 2" RAINIER NURS. DOUG FIR 4-5' RAINIER MOCK ORANGE 3G RAINIER OREGON ASH _ 3G HANGING GARDENS RED OSIER DOGWOOD 5G HANGING GARDENS CAMELLIA 4-5' VIBRANT NURS. EVERGREEN CLEMATIS 2G VIBRANT NURS, HANGING GARDENS BOTANICAL NATIVE PLANTS VIBRANT PLANTS 26202 OLD LAWSON RO PO BOX 627 BLACK DIAMOND WA 98010 WOODINVILLE WA ?8072 RAINEIR NURSERY PO BOX 3270 RENTON WA 98059 t 11-19-2003 9:4194N1 FROM SANTANA TRUCKING 868 1611 P Nov 19 03 09: 433 outwest 425 491 33'77 P. 1 OUT WEST LANDSCAPE IRRIGATION,INC. � h0 BOX 1005 H' 1, ' EJT� 00t71NV1�1_E,WA 9n072 47.Ci•481.4U�t.) 425-4o1-3977 r•Ax EHVMq[lj- r-hr)M: NlJh1 E:40(, ®u'4"nl OReuly ASAP F-11710a,e Grnnmg„I �Plee9e RevleM ( Apr your InlonnrJflpi, Tv1311,Oyq-• 110ki}Irl)C(ri0r she~:t HUmMi or PAGES: ,— COMMENTS: 1-44 1 1 -1 9-2223 9=S2AP�l FROG-1 SANTA NA TRUCK I NG 868 1 61 1 P. d Nov 19 03 09: 43a outwest 425 481 3977 P 3 il/18/28fj3 14:16 2538542158 t;WPINITO BROTHERS I p4a EZ CARPINITO BROTHERS, INC, 1148 North Centrot 4 Kent,Wasbfngton 9WJ2 • (253)MA-5892,SMRt®:(�06)62 8i43,Fax:(259)954-2158 November 18,21103 Garry Fuller Out West Lauhalpe 14615 N.E,Woodinvilk Way 4203 W oodia"llt;WA 980n Rc To Sappily Star-Gm to Outwcst Ltmdwape for the N.E 10/Anxartes«vrts job. Stoo-Gro coxWsue of.Scn=oed C,oaWmied B.aanyard Stow tA=um:contain a bk"d of Composecd Mamt and Sawdust, This Product it:%Mw.C*pr4c,Ftal ftee to call we with x y questions, Thw*You. Robert Toy Carpaito Bmaxem,bsc. 11-19-2023 9:S2AM FROM SANTANA TRUCKING SGS 1611 P. S Nov' IS 03 09: 44a outwest 425 401 3977 Y p• 4 �f,11 ■ram•• r ��YP.•�� .. CY'T.Z2 'Q7 1@=CAM DFMAPkS 260-666 4265 t�� IVD6 dg5. 42B5 P.' PRODUCT: BEST-TABS" 20-1 0-5 cz) DESCRIPTION: CONTROLLED RELEASE FERTILIZER sr TABLETS FOR PROFESSIONAL USE. BENEFITS: BEST-TABS® 20-1 D-5: moots and aMa>euda r,Qaciltcaftorl ettANishrld by londsoapa aechiiem cord rontnobra for a 20-1 S amys!s suoOles the roragen headed by mc-, Plant..• for vp to 2 years.'— has owr 91W%of it's rlluoVn dwNvd born a4fe,nonbuming UrenformM I eontalns an e)v.andrd minor and secondary o►w"m PecKr99. BEST-TA NSa prwk!• 11 of the 13 eaaental lartlllzer auiVile7 nutrients rvQVlrOd for hoakly plant growth and davelopmont, •_� �w • aro available In two poputnr e�art:.t Orem sind 10 Gram a i i aro ctosn, way to handi#And wflf Mt Crumble during shipment and harr]lirrg. APPLICATION RATES. USE AS PLA14TLNG TAeLM: USE IN IMUDMO UTAI MISMI) PLANT-,' I GAL. 3 0Al, 6 GAL. TI IE$r SHAUSS, PERENNIALS Numbor of L&NOM to 00ply Pe' %4 ineh Of tNnk r ` 2 Tablets 4 TaWelo 6 Tablets d4rnet4f or W each t to 1'/Vool of plant ?Ioipht. MINIMUM Stow 13rmwinro Plana Fast rl ig Plonti;o' in ta;r 10 good salt planto in Sandy or poor zoil t Tablet a Tablets 3 Tabtels 2 Tablets 4 TtAbtRta 1 Tablet 2 Tablets . APPLICATION PROCEDURE: AT TIME OF PLANTING: MAINTENANCE FEEDING: Plater tttbtots in bcickil;f to Whln G-8 inchaa al eat surfoce Dotorrnine lhr, numbar of tobtptS ►oQvvod "m tho rate 4 Ap(JroyrrW*jy 1 irr:h lrom the root boll.On pl*ms of 15 gal,pine „ahQCMoc aoWe. Ptmr:h tho tt poprlate rn fT'b7r of holac 0.8 ono targer, u is aoDeptsUte to place an udditivrwi inlet In the inchaa deep Into thv*,7;1 around the dipnns PIaCC on•loblot beltorn VI ow holy. pot hoio,covor and Lniglwty. APPLICATION PRECAUTIONS: 0 DO NOT EXCEED RECOMMENDED APPLICATION RATLS. • GUARANTEED MINIMUM ANALYSIS: TOTAL NITflOGErt (N) ................ ...... 20 00116 .. ° I.7'Y AmmorNacai Nllropen 5.3% Water SofvNc NUrMbn fmm Ureatorm 13.IJTo Wotar IngNuhle Nnropon AVAILABLE PHOSPHORIC ACID (P101) ........................................ ...................................,. ... .. .,.... ....... ....,. 10.00% SOLUBLEroTASN {ICTO) .................. .. ... ....................................... ..... ....... ........................ .... ..... .......... CAiLcium (Ca) ................. ................. ........,......,.... ................. ........... .......... 1 5070 1411epcesium (Mg) . ..... . - ..................................................... -... ..................................., ....................,..,.,. 0.5M Sutfuf (5) .............. ...... ............ . ...................I..........,..... ._.....,,.........., 2.50% Boron (s) .. .. . . .. .__. .............................................. ...................... ................................. ...................... O.o2`b Copper(Cu) ,. . . ...................... ............_.,......,................................................... . - 0 10% Iron (Ft) .. .. ....... .... . .. .-_... ...................................................,........ ........,..—........_....... 0.75% ......................, ,. ........,...,......,. 0.26yo Zinc{Zn) ............................................_.....,..,............................. ... .. ........................................_ ...................... . 0.25:. Ptan nuirltnb dwtva9 Irom ArnwrUWn►notthwsa Urealorm,tbuaalum S+,nata CAWLIM Owtis,mnnaeivm or3da. Sully,awomt sultat4,ok4ox or Boron,Doom,Iron Manpar.aso and Zinc. PACKAGE SIZE / COUNT 21 GRAM 500 Per Box Net Wt. 23 Ibs., 4 oz. (10.55 Kg.) 10 GRAM 1000 Per Box Net Wt. 22 Its., 4 oz. (10.10 Kg.) r�vsao HANDLING PRECAUTIONS: CAUTION: KEEP OUT OF REACH OF CHILDREN MSVS - See Fieverse HARMFUL If SWALLOWED - DO NOT INHALE w Produrtsfor.' LANDSCAPE • OOLF COURSES ' HpRTt0UNV11L' LAWN CARC Soo PRODVCTIDN P 0 Box 798, Lathrop. CA 95330 0 (249) 858 2511 0 J. R. SIMPLOT CO. 11-19-2003 3:SGPNI FROM SANTANA TRUCKING 868 1611 P. 2 Nov t19 03 11 . 133 outwest 425 491 3977 P. 1 a n f u n tA-- KIT �j� 'h T✓) �+ /) 1 v✓1 O OUT WEST LANDSCAPE & IRRIGAV FUN, INC. a PO flax ra(>,, .... . WOaurN\'ILI.r:.WA 00012 'OUT r �S • J •� t'�.N�tsct.Qe - 47,r 401.4()4 j 425-401--nii rAX [11IION; k r � Q / VATS:Mt3Eti- I S— 61Lc�l oIlrgs,d OItenly A9Arl m ... �hle0ie Revlew �� or yoW,hdormallrnr tufal pages.1110 Illy crner slieel "UMBEll Or COMMFN LnLl C. 9ZcAJ) LiAr ffA _ 4 r 11-19-20G�3 3:56Pt1 FRCS' SANTANA TRUCKING 868 1611 P- 2 Nov .�19 03 11 : 13a outwest 425 481 3977 P. 1 OUT WEST LANDSCAPE & ITMIGAIFOrl, INC. lta flax Iau, woaulNvlt+.�.wn �avrz r IS � '• L�1V!>SCl�e�' 47.5..701.1U�J 425AD1-3911 rAX SCIJU 70 !V / �'JV Mom: Ai 1FIJIION; r _ rAX F`► MgErl- /S- Cell Elk)(9a l l Zonly A9Ah 11'laave Co+nnKt�il Fi1'ie9ne Review Elrer your hdotmattnn ►utat ba4e9.i�«hn)biy cover slieel r1UI,ApEit r}r rnt.;t=.S� 1 COMMENTS: .Sv 11-19-2003 9:a0AM FROM SANTANA TRUCKING 868 1611 P. 1 SANTANA TRUCKING & EXCAVATING , INC . FACSIMILE TRANSMITTAL SHEET To: FROM ���— *�� ��G�z' T�•�r-ram! Co"o Hors r PAR NUbMR&- TOTAL O.OP PAGM INCLUDING Cov— P1dONE NU�BR PROJECT: I�URGENT • Cl FOR 1EVIEP7 PLEASE COMMENT LEASE REPLY ❑ PLEASE RECYCLE NOT85/CObIIAxNm- U4.v QrrS/�oN/J To v'1F' 1..4it/�SC/1`•�E:'Q• 23316 RED-BALL CITY ED, 4647 REDMOND. WA 98053 (425) 868-1111 (PAX) 868-1611 1 1-1 9-20C3 =4'A�1 FROM SA^jTANA TRUCKING 868 1 61 1 P- 2 Nov, 18 03 04: 35p outwest 425 481 33?7 p. 1 OLIT WEST LANUSCAPE I111110A-f1ON,INC. ft 1l0 QOX ?cus ' WODDINVII.LE,WA P0072 OUT} nysctiT�' 4?5 4014J4J 47$-4QI.3977 FAX If IJA7 I-:LN1A En; C— hyeld F—]Repty ASAr El1l-axed ;crnn+ol4 E11 Ivsren Renew Elrvr your tnfv+ninUpn Total uaNe�, bClul>h+Fl ccrvv�sheet "UMBEP 017-VAG[S: COMMENTS; ti - 11-19-2003 9:A9AM FROM SANTANA TRUCKING 868 1611 P, 1 SANTANA '!' RUCKING & >: XCAVATING , INC. FACSIMILE TRANSMITTAL SHEET 1.0 FRUM I anid, Carey Keggen Thompsor. COMPANY: nA1 V: City of Renton 11/19/03 I+AX N(,'Mnol', TW'Al.NO,01,I'MiW,LNC1.U0tN(;COVER: 425-430-7241 5 PHONE NUMBER: YRUIUC'1': 425-430-7293 NE 10d'St/Anacortes Ave NI Itr. l-ancl.cape mammal submittal Cl IIRGRN I' X FOP FEVIEW ❑ PIJ A$T?COMMRNT ❑ PIJiAa!` 1,1:PI-N ❑ I° m'\sTf RIiCYCI.L: 211,16 RED-FALL CITY RD, 4641 RIU)MOND, WA 98053 (42$) 964-11 L I (FAX) B6N-1611 ( S ea1'sTo Meet s - t.1. RECO W5;7or L- 3 p. Carey SUB CONTRACTOR: OWL FENCING,INC. CITY OF RFtR§PUEST FOR APPROVAL OF L)TILITY SYSTEMS MATERIALS SOURCE PROJECT: NE 1 Oth St/Anacorttes Ave NE CONTRACT: F.A NUMBER SR- DATE July 18,2003 SECTION COUNTY OWL FENCING,INC CONTRACTOR: Santana Trucking SUBMITTED BY: Jared Landeis CONTRACT BID ITEM SOURCE p_E- HOTR MATERIAL OR Name of Manufacturer/Fabricator Specification Apprl Appri Ffle Bid No. Manufactures Producvtwe or Pit Number Reference Code Code No 64 Chain Link Fence Type 1 Coated:Green 64 Chain Link Fabric, Security Contractors Services Coated:Green Seattle,Wa Std.Spec 64 Line Posts Wheatland Tube Co. 9-16.1(1)A 64 Top 8 Brace Rail Wheatland,Pa 9-16(2)B 64 Fittings Hearne Steel Co. 9-16.1(6) Hearne,Tx Std.Spec 64 Tension Wire Wire Mens Fence Products 9-16.1(4) Coed:Green Rancho Cordoba,Ca Std.Spec 65 Double 2Dft.Chain link Gates Owl Fencing Inc. 9-16.1(10) Enumclaw,Wa Std.Spec All Materials Coated Apc Powder Coating All Materials Coated Summer,wa Project Engine" Date HQ'S Materials Engineer Date Approval Action Codes for use by Project Engineer and HQ Materials Laboratory 1. Source Approved Acceptance based upon'satisfactory'test reports for samples of materials to be incorporated into this project 2 Same Approved Submit M.Cert.Of Comliance for Approval prior to use of materials 3_ Source Approved Submit Catalog Cuts for Approval prior to use of materials 4- Source Approved Submit Slop Drewinps for Approval prior to use of materials 5. Source Approved Only materials identified Approved for shipment by VVSDOT Fabrication Inspection Office prior to shipment to be used 6. Source Approved Materials to be certified as either 100%,American manufacturer or identification of foreign manufacturer and materials cost within the permissible limits for the project(see provisions) 7. Approval Pending Request Transmitted to Hdqtr.Lab.For Approval Action 6. Source Approved Remarks: Approval Action Codes for Headquarters Laboratory use-only 9. Source Approved Approval of Change of source must be secured from Headquarters;Materials Engineer per Sid.Specifications 10.Approval Withheld Submit samples for preliminary evaluation 12.Remarks: Project Engineer Distribution Headquarters Materials Engineers Distribution Contractor HQ Mats Lab(General File) Dist Oper.Engineer HO Mats Lab(Elec)(all E$S Codes) Dist Mats HQ Mats Lab(Asphart)(all B Codes) HQ Mats Lab(Down) Seattle inspection Office(all 5 Codes) ( )Mandatory Distribution Project Engtneer ions Aft f. de.d — DG 9-S-o3 Nofe ' 2.,d Tr✓as 9 gauge fabric 4" post (u r• _ o• re 1 7/8 gate frame e a 'a• a q a Vq •e. -o" C n .a, u a M Na �e — 12 a yea a e a 1+12in-H NE IOTH ST/ANAOORTES AVE NE 20FT DOUBLE GATE COATED: GREEN OWL FENCING INC. 0000 STREET ADDRESS MEIN= ENUMCLAW, WA 00000 (000) 000-0000 NE loth St/Anacortes Ave NE DRAAffi BY. 07/18/03 SCALZ: PAGE: REVISED: 07/18/03 F3MX: 1 of 1 ne— (o80HiSwing) 14' or 20' NOTESt 1, Fence tobriC shot) be secured to gore AAAAAAAAAA! fr pme5 wlih knuckled seIVoge Olong top edge for Types 4 8 6 choln link fence Chola Link FODr is lnstollotions. M 10 2. Mlnlmum post length) ,4 ,4 lypes I 6 3 8'- 8" FobriC — v types 4 6 6 $ 6" Stretcher N N Bond Bor Truss Rods w y o v 04 T io v 1all 12" Round Section Bottom Hinge (180' Swing) 3' - Types I G J 2 Types 4 6 6 12" Round Section j• - 12" Round Section Top Hinge 190' Swing) Choin Link Fobric M p °tla6 CHAIN LINK CATES Fobrlc $tretcher, N a Bor v a Bond c n r r O P Truss Rods ..j Bottom Hinge (90' Swing) .i. 3" - Types I 6 3 tion ;! :�� '�• 2' - Types 4 6 6 12" Round Sec ?,: ,, , L-3 I of 1 07-18-97 W RECEIVE AUG 1 - 2003 SUB CONTRACTOR: OWL FENCING,INC. CIN OF REIS95QUEST FOR APPROVAL OF I}fILITY SYSTEMS MATERIALS SOURCE PROJECT: NE 10th St/Anacorttes Ave NE CONTRACT: F.A. NUMBER SR- DATE July 18,2003 SECTION COUNTY OWL FENCING,INC CONTRACTOR: Santana Trucking SUBMITTED BY: Jared Landeis CONTRACT BID ITEM SOURCE 1P.E. HOTR MATERIAL OR Name of ManufactureNFabdcator Specification Appri Apprl File Old No. Manufacdxes Producbrype or Pit Number Reference Code Code No 64 Chain Link Fence Type 1 Coated:Green 64 Chain Link Fabric, Security Contractors Services 9-16-.1(7) Coated:Green Seattle,We Std.Spec 64 Line Posts Wheatland Tube Co. 9-16.1(1)A 64 Top&Brace Rail Wheatland,Pa 9-16(2)8 64 Fittings Hearne Steel Co. 9-16.1(6) Hearne,Tx Std.Spec 64 Tension Wire Wire Mans Fence Products 9-16.1(4) Coated:Green Rancho Cordoba,Ca Std.Spec 65 Double 20111.Chain Link Gates Owl Fencing Inc. 9-16.1(10) Enumclaw,We Slid.Spec All Materials Coated Apo Powder Coating .All Materials Coated Sumner,we Project Engineer Date HQ'S Materials Engineer Date Approval Action Codes for use by Project Engineer and HQ Materials Laboratory 1. Source Approved Acceptance based upon'satisfactory'test reports for samples of materials to be incorporated into this project 2. Source Approved Submit Mfg.Cert.Of Comliance for Approval prior to use of materials 1 Source Approved Submit Catalog Cuts for Approval prior to use of materials 4_ Source Approved Submit Shop Drawings for Approval prior to use of materials 5. Source Approved Only materials identified Approved for shipment by WSDOT Fabrication Inspection Office prior to shipment to be used 6. Source Approved Materials to be cerlifced as either 100%American manufacturer or identification of foreign manufacturer and materials cost within the permissible limits for the project(see provisions) 7. Approval Pending Request Transmitted to Hdgtr.Lab.For Approval Action 8. Source Approved Remarks: Approval Action Codes for Headquarters Laboratory use-only 9. Source Approved Approval of Charge of source must be secured from Headquarters Materials Engineer per Std.Specifications 10.Approval Withheld Submit samples for preliminary evaluation 12.Remarks: Project Engineer Distribution Headquarters Materials Engineers Distribution Contractor HQ Mats Lab(General File) Dist Oper.Engineer HO Mats Lab(Elec)(all E$S Codes) Dist Mats HQ Mats Lab(Asphalt)(all B Codes) HQ Mats Lab(Docum) Seattle Inspection Office(all 5 Codes) ( )Mandatory Distribution Project Engineer 10' max 2 7/8" 2 9/8" Post 9 Gauge Fabric 72" 1 5/8" Rail Truss Rod 211 •p°• ga-• a.a ppa p•O• a q qa ° p a• -ad a6 p0 p q,q vay. •qq • .o• Tension Wire a'••a qa- p a• a° a. qQ p °-q p p• 36" '° a ° pa. as 3611 a. pdp q � p' p a- as a. pd P p•q p p'. ..is •° .a: q. p a• -as p p 12"+1 $„ NE IOTH ST/ANACORTES AVE NE VINYL COATED GREEN TYPE i OWL FENCING INC. 0000 STREET ADDRESS mm mm ENUMCLAW, WA 00000 (000) 000-0000 NE loth St/Anacortes Ave NE DRAW BY: 05/08/02 SCALE: NONE PAGE: REVISED: 07/18/03 FILE: NE 30th 1 of 1 tft�#it�t#ii*�i��►�"ifi�t�#++�i�#'�i�#�'i�`i�+�#�#�#�� t#t#t#♦#i#�#�#t�####i# ►#♦ �ti • - II ##! ,�# - - +t!!t#♦!!+l+flit#� !Ii►*'iiii♦`rt�►ii#i#i#it#�i##tii#####i#ilii#till#ii►#!#+i#i� iifit#t►t#t#t`�`#�#t##t#�#it/tit#iili##+##+'+i+#+t{►♦+#�#+#+i'#+' �j- III+ tt�titit#t�►i!�►#i#ttti+#tltit+#'►,�i#iii�#!+##+it###tip#�i#i ' I*i III#i#i+iit#ii#+�`+i+`#l+�+i+t+i+♦+i+++i+i+i+i il�itt#it###iiiitit#iitt`�#+�`it##i#+'�,�i#i+i+��i�►#/►#+#!###'�+lff+4i�'i �'��' III##`�i��►l#�t#l�►`#��►���� �##�#i�I►i+�+mot#��i#llyt+iliiili ,i'�' !,►+ lid#t#tint+�itit#t#t+t+t++t+t+tAlL* 1+t!#'�t+#+#1t'� ♦ttt####titttt####�V,#t##i##i##*i# II I I► Il tt� i#i#i#i#i+t�.A*1 LN E#11Ai++,�i�iti�t�►il,�t#+���►iti+i��l Ili f� ►t+titst#i�►+►,,pig+,�#t#i#tip#ii#ti#i4♦#it, . ►��►,�+i�►�+t##+#+♦+i'�,p'�I III'► III+►+ttitttttt�t�i#t#,►# #tltt####i�►#+!�`it+#►�ti###i#i+#� ii ► FIRMA '�►� Ii��+�+�+�+�+�i4+�+�+++��*+�i�+�+�i#i+�Ritit�tili+�`!i'�#1�'t#:►++#titi�i� !I�+ ►4►t#4 ►Mt#t*i#itttl#i+iii+i#ii ►i# -.. �#�t�t���#�t�t�t�t�t�t�t�#�t�t�+�t*#���t�#,#�t�+*i##�t4�i�111 • j ` M •i.•d.:0•i Oi di.O.OPO.•i.00:! I y•.❖i.:�I �i. .•iii•�%%.�.�i I 1 1 1 1 1 ' .•i•:-- . i.•i i•.•i i•.•.•::i•.'.I .'.•.'.•J�'• • •'.••. �:♦�.�.•.•.•.--:•-.:•:.•:O.❖.:•.0001 I�I%� �`j •.:•J:t:i:•:•:•i J:•.•:.•.O 1 1 1 1 1 ..:".:::.�•....•.......III �;:�':� �y.�•:::'a•.•.•.•.•:.:•.•.•.•: •��:�:�.��.�.�.�•.❖:::•i•••i O.••�.•.•.! .•••.•.•• I% .♦•::•.•:J.'.O•.`.i•.•.•••.,I 1 / 1 1 1 1 1 1 1 1 iiia.i"iwi3i•ii'3 it a: isii.�i-so,: 77u•First Neunr In fcwe Rail mnd Uttset 'ressed Steel u .. ����,r Coe ��., ., ry�- �a_ ,�SSt ''• x�8tandartl 02172 IRLEND OFFSET PS 1• 8 Yes ` 100.00 02173 1 RLEND OFFSET PS 2 Yes 50.00 Y02164 IRLEND OFFSET PS 2-1/2 Yes 50.00 S Rail End Combo 1�4_ Stock ; Standard N� Z4� 06223 1 R END COMBO ML 1-5/8 _ Yes 100.00 v 2 Hole Rail End Malleable mtr ' , � t Precfucf, �, �' �� Stock: $ta[ji iLeti� fi....,., .._ .r-�t,� s•ra v[.'��,,Yet 'Sa� ,..�.. �.,s, 'I .,item ; Quta l'Yl.ity. 06017 IRLEND 2HOLE ML 1-5/8 Yes 100.00 L Section A4 2 Hole Rail End Pressed Steel X Ite n1 Product DeSC rat o�' Sfock t s indar"cl Q ants, 02170 RLEND 2HOLE PS 1-5/8 Yes 100.00 02171 RLEND 2HOLE PS 2 Yes 100.00 C-Section Rail End Offset h produtt �"��° ���; u "��� Stock Standard � eT }� d Desc ip ib Rat_ m Quant 4 02165 C EC-STD RLFEND OFFSET PS Yes 100.00 - Section Top Rail Sleeves Items Praducf V I•„•,t' rt sn k� , =° _ + Lock , ;Standards '° Des'r ptiori e. 4&4* 02038 C -STD SLEEVE PS Yes 50.00 MERCHANTS METALS Sorry, no picture available eo,aa— ee MERCHANTS METALS pw First Nome In Fear 3/16" x 3/4" Steel Tension Bars 0% OUR 04009 TENBAR STL 3/4X36 Yes 500.00 04010 TENBAR STL 3/4X42 Yes 500.00 04011 TENRAR STL 3/4X48 Yes 500.00 04012 ITENBAR STL /4X 0 Yes 500.00 04013 TENBAR STL 3/4X72 Yes 250.00 014 TENBAR STL 3/4X84 Yes 250.00 1 04 1 TENBAR TL 314X96 Yes 50.00 i 04017 TENBAR TL 3/4X120 Yes 250.00 04019 TENBAR STL 310144 Yes 250.00 3/8" Threaded Truss Rods X x , ' ,,t$m sQuantI W 04318 TRUSS ROD STL 318X8 Yes 260.00 2 TRUSS ROD STL UXIM Yes 250.00 04324 TRUSS RO STL 3/8X12 Yes 250.00 Truss Tighteners X , aD Sc } Ie 'Quanta t}t , 02124 ITRUSa TIGHTN PS ATE- Yes 100.00 036 TRUSS TIGHTN PS IND. Yes 50.00 1 A- Section A4 Loop Cap Malleable Product � as , 'wS,tock"< `Standard= Item Code. D�scrtpfion x tern _ Quantity , T 06213 CAP LP ML 2X1-3/8 No 50.00 06214 CAP LP ML 2X1 5/8 Yes 50.00 06215 CAP LP ML 2-1/2X1- 8 Yes 25.00 — 06216 CAP LP ML 3X1-5/8 Yes 25.00 06016 1 CAP LP ML 4X1-5/8 No 25.00 Loop Cap Pressed Steer q � Product De;cri #ton` � � 5tock Standard �t@IT1 � �_+ Ud�"lti �x,. 02416 AP LP PS 1- /8X 1-3/8 .0 Yes 50.00 02415 CAP LP PS 1-5/8X1-5/8 Yes 50.00 c' 02439 CAP LP PS 2X1-3/8 Yes 50.00 02417 CAP LP PS 2X1-5/8 Yes 50.00 02418 CAP LP PS 2-1/2X1-5/8 Yes 50.00 f4IL 02419 CAP LP PS 3X1-5/8 Yes 50.00 02500 CAP LP PS 4X 1-5/8 Yes 50.00 C-Section Eye Tops Pressed Steel item Producf a ?. x Lock tdrs y �Dest;ripfro � �itein Quan#i' 02511 CSEC-STD CAP P PS Yes 50.00 .,_. 02512 SEC-HVY CAP LP PS No 50.00 Section A4 A #1 MERCHANTS METALS lhr Fiat Na~la£tort OWL FENCING INC Regular Tension Bands X II L-Pp , ���escr aow k se�aaa duaRtify 022 2 TEN ANPLN -3/8 Ye 250.00 02223 TENBAND PLN 1-5/8 Yes 260.00 02224 TENBAND PLN 2 Yes 250.00 02225 TENBAND PLN 2-1/2 Yes 250.00 02226 TENBAND PLN 3 Yes 100.00 02235 TENBAND PLN 3-1/2 No 100.00 02227 TENBAND PLN 4 es 10 Y 0.00 14 auge x 3 4"Width Use 5/16"X1-1/4"Carriage Bolts,part#10002 Meets AS TM F626 standards Heavy Tension Bands x , ,tD� '+4 escrtpt _ $ . rd s ,. CodetemrQuanti 02291 TENBAND HVY 1-5/8 No 100.00 � 02292 TENBAND HVY 2 Yes 100.00 02293 TENBAND HVY 2-1/2 Yes 100.00 02294 TENBAND HVY 3 Yes 100.00 2-296 TENBAND HVY 4 Yes 100.00 02297 TENBAND HVY 4-1/2 No 50.00 02298 TENBAND HVY 6-5/8 Yes 50.00 02299 TENBAND HVY 8-5/8 Yes 50.00 11 Gauge x 1"Width Use 3/8"X1-1/4"Carriage Bolts,part#10013 Meets ASTM F626 standards Regular Brace Bands�C, C ,.�rv�- ws ��;•� §e� 9t, �k� eJta(7darC�ry C.pae mQuantitx�. 02228 BRCBAND PLN 1-3/8 Yes 250.00 _,.. 02229 BR BAND PLN 1-5/8 Ye§ 250.00 02230 BRCBAND PLN 2 Yes 250.00 ! 02231 BRCBAND PLN 2-1/2 Yes 1 250.00 „< 02232 BRCBAND PLN 3 Yes 100.00 02233 BR BAND PLN 3-1/2 Yes 100.00 02234 BRCBAND PLN 4 Yes 100.00 02237 BRCBAND PLN 4-1/2 No 100.00 12 Gauge x 7/8"Wi th Use 5/16"X1-1/4"Carriage Bolts,part#10002 MERCHANTS METALS The First Name In Fence Dome Cap Malleable x.,N teen _ ..�.. $. r o i. au �,tl 06203 CAP DOME ML 2 Yes 100.00 06204 CAP DOME ML 2-1/2 Yes 50.00 06205 CAP DOME ML 3 Yes 50.00 +` 06207 CAP DOME ML 4 Yes 25.00 06206 CAP DOME ML 3-1/2 No 1.00 06208 CAP DOME ML 4-1/2 No 25.00 06209 CAP DOME ML 8-5/8 Yes 6.00 06210 CAP DOME ML 8-5/8 Yes 6.00 DomeCap Pressed /S�jteel� (� /�/ ±f lti A fifykf f+Ddk] �. +�"SPi. r16tµ1'ryry' i. }'r yyXt T"...y Jt�Cik ;St�ndaP!CI , 2(,*. l; 9sr.N ass., `"- �' .Code IfedT1 `Quant(f 02447 CAP DOME PS 1-3/8 Yes 100.00 02448 CAP DOME PS 1-5/8 Yes 100.00 f 02452 CAP DOME PS 2 IMP Yes 100.00 02453 CAP DOME PS 2-1/2 IMP Yes 50.00 02454 CAP DOME PS 3 IMP Yes 50.00 02455 CAP DOME PS 4 IMP Yes 25.00 j Loop Cap Aluminum r , : r i'i" Siock Standard r' to � am a-- till hQaantl _ 05064 CAP LP AL 1-5/8X'I-3/8 Yes 200.00 05065 CAP LP AL 2X1-3/8 Yes 100.00 05066 CAP LP AL 2X1-5/8 Yes 100.00 05067 CAP LP AL 2-1/2X1-5/8 Yes 100,00 End Rail Clamps ltei� Km r csdi�c E pia . _ Co e F MNQuint 02155 CLMP ERC 1-3/8X1-3/8 PR Yes 50.00 _ 02176 CLMP ERC 1-518X1-3/8 Yes 50.00 02177 CLMP ERC 1-5/8X1-5/8 Yes 50.00 02179 CLMP ERC 2X1-5/8 Yes 50.00 02181 CLMP ERC 2-1/2X1-5/8 Yes 50.00 02160 CLMP ERC L] 2X2 No 50.00 !�JCLMP CL P RC X1-5 8 No 50.00 ERC 4X1-5/8 Yes 50.00 Kennel Clamps Almubm 02164 CLMP KEN 1-3/8X1-3/8 Yes 100.00 02168 CLMP KEN 1-3/8X1-3/8 B Yes 100.00 02167 CLMP KEN 1-518X1-5/8 Yes 100.00 02162 CLMP KEN 2X2 I Yes 100.00 3/16" x 5/8" Steel Tension Bars*. It .;� •�� -duct �-�w -milk4 3: 04001 TENBAR STL 5/8X36 Yes 500.00 04002 TENBAR STL 5/8X42 Yes 500.00 04003 TENBAR STL 5/8X48 Yes 500.00 04004 TENBAR STL 5/8X60 Yes 500.00 04005 TENBAR STL 5 8X72�. Yes 500.00 Section A4 MERCHANTS METALS i7w Firs/Nume h,Feurr Top Rail Sleeves � rocs ?: ,'MCOct _�iialHxpa3rroim." ,=A i5 ,+.s " n.. ° .A�.� ►'.:e.. `Qua.,It 02041 S E -3/6X6 Yes 200.00 02117 SLEEVE PS 2 X 6 No 100.00 02042 SLEEVE 1-51 X6,.,; Yes 100.00 02043 ISLEEVE 1-5/8X7 Y 100.00 _f Base Plates _ � � � -' � ��... POP 1 188 BASE PLATE STL 1/4X4X4 Yes 25.00 16248 BASE PLATE STL GA 1/4X3X6 Yes 25.00 16190 BA E PLATE STL 114X6X6 Yes 25.00 16191 BASE PLATE STL 1/4X8X8 Yes 10.00 Line Rai! Clamps 14ii ";+P+lOCSMJCi 1113 aii ' j22i:;i r IMP LRC 1- Xj , Yes 50.00 02250 CLMP LRC 1-3/8X1-3/8 Yes 50.00 O2z4s C P LRC 1-5/8X1-3/8 Yes 50.00 i rnaQS !rl i<Ap t Rr ]Y�_ i3{ No 50.0(3 02186 LMP LRC 2X1-518 i Yes 1 50.00 1 �. 021_ CLMP LRQ 2-1/2Xf-5/8 es 5fl.00 s p 1_I�`,t Ltec_4,�1 iir S i 4 Section Fly+ oc';� 08 03 03: 03p Washington Rock Quarries 360-833-1664 p. 1 r WASHINGTON ROCK QUARRIES, INC. P.O.Box 1806 Orting, Washington 9836U (rPf•�"� Swb�t� Phone: (360) 993-1661 f� nJDBch�� Fax: (360)893-1664 4 S afi C,e Irv,/y . -X' TO: Santana Trucking&Excavating,Inc. PHONE:425-868-1111 ATTN: Keggen Thompson FAX:425-868-1611 RE:NE I Oth St/Anacortes Ave. To Whom It May Concern: Due to the size of our rip rap and quarry spalls,we do no have a sieve analysis for them. They are visually inspected and our quarry has been approved by the Washington State Dept.of Transportation as a certified aggregate source. The Approval Report is attached. The light loose rip rap for the NE lOth St.job is 4%16" in size. Please contact me with any questions. Sincerely, Dean Griswold 253-318-6000 Landscape Rock,Gravel,Rip-Rap,Road Subbase,Ballast Oct 08 03 03: 03p Washington Rock Quarries 360-893-1664 p. 2 Aggregate Source Approval Report Page l of 1 Am A �a m1onemt of Transportation WSDOT MATERIALS LAB 09/24/2003 Aggregate Source Approval Report Uv.,ner: VJa5111719t0rt 2.0d,Quarries inc. Aggregate Source: QS-E-332 Kno;�,n a-,: Kapovisin Cuarry Located in: S%V1/4 Sc1/4 Se.tion 5 T17N RSE County: Pierce Remarks: Pit Run Materials: Prior to incorporating any of the following into a job,Gradation and Sand Equivalent tests shall be performed to determine if the material does in fact meet specification for the intended use: Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Thermoplastic Pipe Bedding Material for Rigid Pipe Blending Sand Foundation Material for Classes A,B or C Gravel Backffll for Foundation Class B Gravel Backfill for Walls Gravel Backflil for Pipe Zone Bedding Gravel Backfill for Drains and Drywells Gravel Borrow amid Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the E&EPD Materials Lab Gravel Base: Test Date: 11/07/1991 Expiration Date: 11/07/2001 Drainage: R Value: 72 Swell Pressure: 0 Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of GRAVEL BASE Mineral Agg.and Surfacing: Test Date: 10/16/2002 Expiration Date: 1D/16/2007 Absorption: 1.43 Bulk Sp.G: 2.662 Deg:44 LA. 16 Currently approved as a source of aggregate for: ACP Other Courses ACP Wearing Course 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 Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR-14 Day: ASR-One Year: CCA Absorption: CCA Sp.G: FCA Absorption: FCA Organics: FCA Sp_G: LA: Mortar Strength: Petrographic Analysis: Submit PRELIMINARY SAMPLES for evaluation and approval prior to using this site as a source of AGGREGATES for PCC Riprap and Quarry Spalls: Test Date: 10/16/2002 Expiration Date: 10/15/2003 Absorption. 1.43 Bulk Sp.G: 2.662 Deg:44 LA: 16 Currently approved as a source of aggregate for: Backfill for Rock Wall Quarry Spalls RipRap Rock for Rock Wall and Chinking Material Stone for Gabion Cribbing Distribution: Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cftn?prefix--B&pit_no=332 9/24/2003 Donald E.Huff Fill Placement Testing Services 16452 466`h Place SE North Bend,WA 98045-8644 Testing Experience Mr. Huff has 41 year of experience in the compaction testing business. A list of his experience(years, firni, location and position)is as follows: • 1961-1968,National Soil Services,Houston Texas,field engineer • 1968-1979,Woodward-Clyde Consultants,Denver Colorado,field engineer • 1979-1981,McCall Ellingson&Morill,Denver Colorado, field engineer • 1981-1983, Bechtel Power Corp,Ann Arbor Michigan,geotechnical representative • 1983-1985,Hart-Huff Associates,Augusta Georgia,part owner/head of geotechnical operations • 1985-1992,Robert Prater&Associates, San Diego California,roving fill placement consultant/lead technician • 1992-2003, GeoEngineers Inc.,Redmond Washington, lead technician • 2003-Present,Donald E.Huff,Fill Placement Testing Services,North Bend Washington, fill placement observation and testing. Mr. Huff has very broad fill placement and compaction testing experience with many large and small projects. Some of these projects include large dams,nuclear and fossil fuel power plants as well as fill control for roads,bridge approaches and large and small utility backfill throughout the United States. Three projects were overseas. Donald E.Huff,Fill Placement Testing Services, has been in business since March 2003. Recent projects are as follows: • Highpoint II,Reliable Construction Company,mass grading and utility backfill compaction testing, Renton Washington • Crescent Court Subdivision,Reliable Construction Company,road subgrade preparation&utility backfill compaction testing,Woodinville,Washington • Niad Short Plat,Niad Builders,utility backfill compaction testing Donald E. Huff,Fill Placement Testing Services, has a full complement of fill placement testing equipment as follows: • Nuclear Densometer(CPN Model MC-1 DR-P Portaprobe) • Lab equipment for compaction curves(Proctors), compaction molds,hammers and sieves. • Sand Cone Equipment • Scales s • '/2 inch diameter probe • Oven • Other assorted equipment as needed(field oven,Denver Penetrometer(slide hammer,etc). Donald E.Huff has worked with many contractors,architects and engineers within the Puget Sound Region. Confidential references are as follows: • Reliable Construction Company Contact:Russ Nishikawa Phone: 425-644-0100 • Niad Builders Contact:Pat Thom Phone: 425-829-2192 • GeoEngineers Contact:Ken Buss Phone:425-861-6000 • Donovan Excavating and Trucking Contact:Jim Donovan • Santana Trucking and Excavating Contact:Robert T. Thompson Phone:425-868-1111 Additional references upon request Certifications: • Institute for the Certification of Engineering Technicians, Certificate No. 14329 • Troxler Certified, Certificate No. 19263 12-11-2003 8:07AM FROPl SAN-ANA TRUCKING 868 1611 R• 2 12/10!2003 14:43 363-459-9683 COUNTRY GREEN PAGE 01 7 C 1VTG r n saa r &I x Iz-Ig-off T U�.:R F..,...,..F.,n.,.A ,o M,a.�S 7725 Yelm Hwy. SE: Olympia. WA 98513 XD 1-800-300-1763 PERFECT GREEN SOD MIXTURKE 61'.% Perennial Ryegrass, 20% Hard Fescue, 20 % Kentucky Bluegrass VARIETY PURITY GFWNAT10N TEST DATE MANH/'TTAN III Perennial Ryegms 19.70 9011/9 I U01 BRIGR' STAR 0 Perennial Ryegra►ss 19,90 90% 01/02 SHERu'-'-)0T? Pereumal Ryegrass 19.49 900111. 02!02 DISCON FRY Hard Fescue 19_52 90% 02/02 AMERICA Kentuckv Blucomms 8.97 90% 02M VITONICHT Kentucky Blnegms 10 R3 881Y 11/0I CROP.,100 INERT: 1.59 WEED: 000 NOXIOUS WELD: 'DONE FOUND AM 65:1 LOT#: M12-1-115 ORIGIN: Oregon *Varieties subject to change ns improved varieties become available. 12-11-2003 8:07AM FROM SANTANA TRUCKING 868 1611 P. 1 SAlNTANA TRUCKING & F. \ C: AVjkTING , INC . FACSIMILE TRANSMITTAL SHEET 1'u FROM: Daniel Carey Keggen Tl hompson COMPANY; VATS City of Renton 12/11/03 FAX NUMBEK: TOTAL NO,OF PAGUS INCLUDING COVER 425-430-7241 2 Pwomr NumpR PRUJEc"1': 425-430-7293 NE 10' St/Anacortes Ave NE SubntW Bid Item#773 'A IIl1 1 I;III ' i RF Submittal Rid Itern#773 ❑ URGl;N'1' X COR REv.(liw ❑PIZASE commF.N-r ❑PLEASE R£PLY ❑ PLI'.A5L• RECYCJJi #51 - The Hydroseedex used was Grade-It,Inc. #77—See attached subr d=LL Countrq Green Turf Farms. MOP WA ' . Mean somlkAm m Compan y am��. TEJ"amwm SANTANA Trucking&Excavating Inc 23316 NE Red. Fall City Rd. STE 647 Redmond, WA 98053 Subject: NE 10th St Anacortes Ave- Detention Pond Dear Butch Phillips- 1.Gary's Tele-Scan was founded in 1984,then in July 2002 Pro-Vac Clean Service Co. purchased Gary's to become Pro-Vac Clean Service CO./Gary's Tele-Scan, 2. Sewer cleaning process: The VAt:CON eductor trucks use a combination of high pressure Jetting and vacuum to move debris to s structure and remove from system. Our VACCON carry 500/lf of jetting hose and 50' of down(vacuum)tube. 3. CCTV inspection: The CUES inspection van has 1000/lf of inspection cord to power a remote controlled transporter 6"-24"to 200" and a night owl camera. Nigh Owl: 460 lines horizontal, 350 lines vertical (NTSC) 3 lux illumination sensitivity 360 x 275 scanning Remote focus and iris 4. ALDERWOOD WATER&WASTE WATER DIST 2001 & 2002 small work video inspection 75,000'+existing sewer Chris Kreig 425-787-0250 CITY OF DUVALL 2003 small works 2003-08 21,000'+ existing sewer Mike 206-255-1372 CITY OF TACOMA G-228-02 clean& TV 132,000' 6"-24" existing sewer Kris McColeman 206-606-5468 CITY OF PUYALLUP 02535 Gray&Osborne clean and TV 8600' of 24"existing sewer Jim Patton 206-28-3206 City of North Bend Gray& Osborne 6622 112th St E Puyallup, WA 98373 Ph 253-435-4328 Fax 253-435-5788