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WTR2703214_2
i CITY OF RENTON TRACKING NO. 22.1 Transmittal of Shop Drawing or Submittal Item covered by this submittal: For Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No.: REN 105.049 O & M Manuals Refer to the following attachment(s) for a detailed description of the item. Applicable specification section(s): 2.21 ❑ First Submittal OR ® Resubmittal No. 1 ❑ This item is as specified OR ❑ This item is a substitution/or equal ® Supplier/Subcontractor certifies: ® Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: ® 1 ❑ 2 ❑ 3 Due Date: \otes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations Specifically Noted: 7/24/2U09 8:22AM J:\Data\REN\105-049\SDC\Submittals\Submittal 0221 - O&M manuals.doc Date Received by RH2 Engineering: 7/16/09 Date Returned to Contractor: 7/24/09 Engiliecr's C011111-lents: 1. The warranty period for the steel reservoir coating reservoir system shall be 5 years from the date of project acceptance. The date on the warranty certificate is incorrect (1//2008). The date of project acceptance is defined in the specifications as the date in which the Renton City Council formally approves acceptance of the Contract. Please work with the Owner in providing the project acceptance date. 2. The Specifications require five hard copies of the O&M manuals to be submitted to the Owner. Only four copies were received along with a CD copy. Please ensure that this is acceptable to the Owner. 3. Propeller Flow Meter: Provide O&M information for the propeller flow meter transmitters. O&M information was only provided for the flow meter tube. 4. Provide the following electrical testing results in the O&M manual: conductor insulation resistance tests; receptacle tests; and ground electrode resistance tests. These tests are required in Division 16 of the Specifications. ❑ Reviewed ❑ Revise and Resubmit ❑ Rejected ® Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RH2 ENGINEERING, INC. Date:7/24/09 By: Karla Secrist, Chris Roberts, P.E. a 20098:22AM J:\Data\REN\105-049\SDC\Submittals\Submitta1022.1 O&Mmanuals.doc l V l5(U ` ` CITY OF RENTON TRACKING NO. 21.1 Transmittal of Shop Drawing or Submittal '-- For -� �v i Hazen Reservoir \� CONTRACTOR: T BAILEY INC. RH2 Job No.: REN 105.049 Item covered by this submittal: Landscaping Refer to the following attachment(s) for a detailed description of the item. Applicable specification section(s): 2.2 ❑ First Submittal OR ® Resubmittal No. 1 ❑ This item is as specified OR ❑ This item is a substitution/or equal ® Supplier/Subcontractor certifies: ® Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: ® 1 ❑ 2 ❑ 3 Due Date: Notes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations SpecificallN- Noted: 10/ 14/2008 9:40 AM J:\Data\REN\105-049\SDC\Submittals\Submittal 021.1 - Landscaping.doc Date Received by RH2 Engineering: 10/9/08 Date Returned to Contractor: 10/14/08 Engineer's Comments: ® Reviewed ❑ Revise and Resubmit ❑ Rejected ❑ Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RH2 ENGINEERING, INC. Date:10/14/08 By: Karla Secrist 10/14/2008 9:40 AM J:\Data\RE:N\105-049\SDC\Submittals\Submittal 021.1 - Landscaping.doc FAA61I 7 , B Submittal #21.1 Hazen Reservoir Penton, WA - Job #878 RH2 Engineering, Info City of Renton Project #- WTR-.27-3214 2.2 Fertilizer data (sample delivered to RH2 today) Compost data (sample delivered to RH2 today) Maintenance Procedure Proposed Testing Laboratory - The Jay Group 1927 5th St, Marysville, WA 98270 p 360.659.8159 f 360.651.7252 w,rwv.iaVgroupllc.corr. General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293 -3893 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability, T BAILEY, INC. By Date 10/09/08 ANALYTICAL CHEMISTS artd BACTERIOLOGISTS Apomvw by state of r-Mi(Qm a SOIL CONTROL LAB 42 HANGAR WAY wn 4411 Riverside Topsoil Inc. P.O. Box 295 Snohomish, WA 98291 Attn: Verne Wolley Date Received: 09 Sep. 08 Sample Identification: Compost Sample ID #: 8090253 - 1/1 TEL: 831-724-5422 FAX: 831-724-3188 www.compostiab.com Account #: 8090253-1 /1-5081 Group: Sep.08 B #4 Reporting Date: September 23, 2008 Nutrients Dry wt. As Rcvd. units Stability Indicator: Biologically Total Nitrogen: 1.2 0.73 % CO2 Evolution Respirometery Available C Ammonia (NH4-N): 1400 810 mg/kg mg CO2-C/9 OM/day 5.6 6.7 Nitrate (NO3-N): 0.44 0.26 mg/kg mg CO2-C/g TS/day 2.5 3.0 Org. Nitrogen (Org.-N): 1.1 0.65 % Stability Rating stable stable Phosphorus (as P201): 0.34 0.20 % Phosphorus (P): 1500 890 mg/kg Potassium (as K20): 0.79 0.46 % Maturity Indicator: Cucumber Bioassay Potassium (K): 6500 3800 mg/kg Compost: Verm iculite(v:v) 1:1 1:3 Calcium (Ca): 0.98 0.58 % Emergence (%) 100 100 Magnesium (Mg): 0.36 0.21 % Seedling Vigor (%) 100 100 Sulfate (SO4-S): 240 140 mg/kg Description of Plants healthy healthy Boron (Total B): 19 11 mg/kg Moisture: 0 41.2 % Sodium (Na): 0.051 0.030 % Pathogens Results Units Rating Chloride (Cl)-. 0.15 0.09 % Fecal Coliform < 2.0 MPN/g pass pH Value: NA 5.47 unit Salmonella < 3 MPN/4g pass Bulk Density: 22 37 Ib/cu ft Date Tested: 09 Sep. 08 Carbonates (CaCO3): 13 7.7 lb/ton Conductivity (EC5): 4.6 2.7 mmhos/cm Organic Matter: 44.3 26.1 % Inerts % by weight Organic Carbon: 24.0 14.0 % Plastic < 0.5 Ash: 55.7 32.8 % Glass < 0.5 C/N Ratio 19 19 ratio Metal < 0.5 A Index > 10 > 10 ratio Sharps ND Metals Dry wt. EPA Limit units Alumnium (AI) 9300 - mg/kg I Arsenic (As): 6.1 41 mg/kg Cadmium (Cd): 1.7 39 mg/kg ; Chromium (Cr): 22 1200 mg/kg Cobolt (Co) 4.8 - mg/kg Copper (Cu): 39 1500 mg/kg I Iron (Fe): 11000 - mg/kg Lead (Pb): 87 300 mg/kg Manganese (Mn): 300 - mg/kg Mercury (Hg): < 1.0 17 mg/kg Molybdenum (Mo): 1.2 18 mg/kg Nickel (Ni): 25 420 mg/kg Selenium (Se): < 1.0 36 mg/kg Zinc Zn : 150 2800 mg/kg +t+,-.-...I.. ,....... _.......,...J .--,..J :.- ........_J......... ...:aL- -raar- Size & Volume Distribution Am % by weight % by volume BD g/cc > 50 0.0 0.0 0.00 ?5 to 50 0.0 0.0 0.00 16 to 25 0.0 0.0 0.00 3.5 to 16 4.1 6.0 0.25 3.3to9.5 3.6 5.4 0.24 1.0 to 6.3 8.2 13.0 0.22 2.0 to 4.0 17.9 27.2 0.24 < 2.0 66.2 48.4 0.49 3ulk Density Description:<.35 Light Materials, 35-.60 medium weight materials. >.60 Heavv Materials Account No.: Date Received 8090253 - 1/1 - 5081 Sample i.d. Group: Sep.08 B No. 4 Sample I.d. No INTERPRETATION: Is Your Compost Stable? Respiration Rate Biodegradation Rate of Your Pile 5.6 mg CO2-C/ I ........... j 1 i i 1 +++--+ g OM/day V Stable >f< Moderately Biologically Available Carbon (BAC) Optimum Degradation Rate 6.7 mg CO2-C/ I+- � � + ++4 +4 444 + 1,+-+ 47 g OM/day 1< StalAe >1<WO-CerateliyStable 71< U Is Your Compost Mature? AmmoniaN/NitrateN ratio 3200 Patio Ammonia N pprn 1400 mg/kg dry wt Nitrate N ppm 0.44 mg/kg dry wt, PH value 5,47 units Cucumber Emergence 09 Sep, 08 Compost 1/1 8090253 Page one of three 1Ve(yM=re>I< Mature 7w 4mmature wuilx�'L -7 TO-4151M F j< immature >l< MAWreL, Mature 100.0 percent . . . . . . . . . . . 4 . . . . . . . . . 4- 4- 14 1 4 f 4 + f + . . . . . . . . . . . . . . . 4 + + + 4. + + + ++ + + + + +++ +++ + j< ;lmmature'---' Is Your Compost Safe Repardirjg Health? Fecal Coliform < 1000 MPN1g dry wt. Salmonella Less than 3 /4g dry wt. 1++-f+,,,- e .(nonedetec>l< High SalmoneRa Count(>-3 PW54-9—rams) Metals US EPA 503 Pass dry wt. ......... Does Your Compost Provide Nutrients or ©manic Matter? Nutrients (N+P205+K20) 2.3 Percent 177++--+-- dry wt. I'Low AgIndex (Nutrients / Sodium and Chloride 12 Ratio Plant Available Nitrogen 8 lbs/ton wet wt. C/N Ratio 19 Ratio Estimated release for first season !:-j ZrlI 1 0111111111111111111 Soluble Available Nutrients & Salts (ECS w/w dw) 4.6 nimhos/cm r ...................... dry wt. f-?,'1Melir5sq* Tlelas to AVailaUe Nutrients Lime Content (CaCO3) 13 Lbs/ton ....... lit .................. ............... dry wt. 171-41=12, =WUM' 3�1<-Hgh Lime MMont (as:CaCOW V- - What are the physical properties of your Compost? Percent Ash 55.7 Percent ............. i 1 ! ........... i ............... dry wt it Sieve Size % > 6.3 MM (0.25*1 7.71 ................................................. . . . . . .............. ... . ........ - - ANALYTICAL CHEMISTS and BACTERIOLOGISTS Approved by State of California SOIL CONTROL LAB 42HANGA*WAV x, Riverside Topsoil Inc. P.O. Box 295 Snohomish, WA 98291 Attn: Verne Wolley Date Received: 09 Sep. 08 Sample Identification: Compost Sample ID #: 8090253 - 1/1 pH value (pH units) Moisture (% wet wt) Organic Matter (% dry wt) Ash (% dry wt) Respiration Rate (mg CO2-C/g OM/day) Cucumber Bioassay Germination (% of control) Vigor (% of control) Inerts by % dry wt (sum of foreign material) Inerts by % volume (sum of foreign material) Soluble salts (mmhos/cm) Size distribution Result 5.47 41.2 44.3 55.7 5.6 TEL: 831-724-5422 FAX: 831-724-3188 www.compostlab.com Account #* 8090253-1/1-5081 Group. Sep.08 B #4 Reporting Date: September 23, 2008 WA DOT Specs. Rating 6.0-8.5 Fail > 40 Pass < 60 Pass < 7 Pass 100 > 80 Pass 100 > 80 Pass * 0.5 < 0.5 Pass * 0.5 < 0.5 Pass 4.6 < 3mmhos/cm Fail % Passing % Passing Limits Inches MM (dry wt. basis) Coarse Fine 3" 76.2 100.0 100 100 2- 50.8 100.0 — 100 lit 25.4 100.0 90-100 99-100 3/4" 19.0 100.0 70-100 — 1/2" 12.7 95.9 — 90-100 1/4" 6.3 92.3 40-60 75-100 > 6- 152.4 100.0 100 100 Analyst: Assaf Sadeh Account No.: Date Received 09 Sep. 08 8090253 - 1/1 - 5081 Sample i.d, Compost Group: Sep-08 8 No. 4 Sample W. No. 1/1 8090253 INTERPRETATION: is Your Compost Stable? Page two of three Respiration Rate 5.6 Moderate -selected use mg CO2-C/9 OM/day The respiration rate is a measurement of the biodegradation rate of the organic matter in the sample (as received). The respiration rate is determined by measuring the rate at which CO2 is released under optimized moisture and temperature conditions. Biologically Available Carbon 7 Moderate -selected use mg CO2-C/g OM/day Biologically Available Carbon (BAC) is a measurement of the rate at which CO2 is released under optimized moisture, temperature, porosity, nutrients, pH and microbial conditions. If both the RR and the BAC test values are dose to the same value, the pile is optimized for composting. if both values are high the compost pile just needs more time. If both values are low the compost has stabilized and should be moved to curing. BAC test values that are higher than RR indicate that the compost pile has stalled. This could be due to anaerobic conditions, lack of available nitrogen due to excessive air converting ammonia to the unavailable nitrate from lack of nitrogen or other nutrients due to poor choice of feedstock, pH value out of range, or microbes rendered non -active. Is Your Compost Mature? AmmoniaN:NitrateN ratio 3200 immature Composting to stabilize carbon can occur at such a rapid rate that sometimes phytotoxins remain in the compost and must be neutralized before using in high concentrations or in high -end uses. This Ammonia N ppm step is called curing. Typically ammonia is in excess with the break -down of organic materials resulting 1400 immature in an increase in pH. This combination results in a loss of volatile ammonia (it smells), Once this toxic Nitrate N ppm ammonia has been reduced and the pH drops, the microbes convert the ammonia to nitrates. A low 0.44 immature ammonia + high nitrate score is indicative of a mature compost, however there are many exceptions, pH value For example, a compost with a low pH (<7) will retain ammonia, while a compost with high lime content 5.47 immature can lose ammonia before the organic fraction becomes stable. Composts must first be stable before curing indicators apply. Cucumber Bioassay 100.0 Percent Cucumbers are chosen for this test because they are salt tolerant and very sensitive to ammonia and organic acid toxicity. Therefore, we can germinate seeds in high concentrations of compost to measure phytotoxic effects without soluble salts being the limiting factor. Values above 80% for both percent emergence and vigor are indicative of a well -cured compost. Exceptions include very high salts that affect the cucumbers, excessive concentrations of nitrates and other nutrients that will be in range when formulated to make a growing media. In addition to testing a 1:1 compost: vermiculite blend, we also test a diluted 1:4 blend to indicate a more sensitive toxicity level. Is Your Compost Safe Regarding Health? Fecal Coliform < 1000 / g dry wt. Fecal coliforms can survive in both aerobic and anaerobic conditions and is common in all initial compost piles. Most human pathogens occur from fecal matter and all fecal matter is loaded in fecal coliforms. Therefore fecal coliforms are used as an indicator to determine if the chosen method for pathogen reduction (heat for compost) has met the requirements of sufficient temperature, time and mixing. If the fecal coliforms are reduced to below 1000 per gram dry wt. it is assumed all others pathogens are eliminated. Potential problems are that fecal coliform can regrow during the curing phase or during shipping. This is because the conditions are now more favorable for growth than during the composting process. Salmonella Bacteria Less than 3 3 / 4g dry wt. Salmonella is not only another indicator organism but also a toxic microbe. It has been used in the case of biosolids industry to determine adequate pathogen reduction. Metals Pass The ten heavy metals listed in the EPA 503 regulations are chosen to determine if compost can be applied to ag land and handled without toxic effects. Most high concentrations of heavy metals are derived from woodwaste feedstock such as chrome -arsenic treated or lead painted demolition wood. Siosolids are rarely a problem. Does Your Compost Provide Nutrients or Organic Matter? Nutrients (N+P2O5+K2O) 2.3 Average nutrient content This value is the sum of the primary nutrients Nitrogen, Phosphorus and Potassium. Reported units are consistent with those found on fertilizer formulations. A sum greater than 5 is indicative of a compost with high nutrient content, and best used to supply nutrients to a receiving soil. A sum below 2 indicates low nutrient content, and is best -used to improve soil structure via the addition of organic matter. Most compost falls between 2 and 5. Account No.: Date Received 09 Sep. 08 8090253 - 1/1 - 5081 Sample i.d. Compost Group: Sep.08 B No. 4 Sample I.d. No. 1/1 8090253 INTERPRETATION: Page three of three Aglndex (Nutrients/Na+CI) 12 High nutrient ratio Composts with low Agtndex values have high concentrations of sodium and/or chloride compared to nutrients. Repeated use of a compost with a low Agtndex (< 2) may result in sodium and/or chloride acting as the limiting factor compared to nutrients, governing application rates These composts maybe used on well -draining soils and/or with salt -tolerant plants. Additional nutrients form another source may be needed if the application rate is limited by sodium or chloride. If the Aglndex is above 10, nutrients optimal for plant growth will be available without concern of sodium and/or chloride toxicity. Composts with an Aglndex of above 10 are good for increasing nutrient levels for all soils. Most composts score between 2 and 10. Concentrations of nutrients, sodium, and chloride in the receiving soil should be considered when determining compost application rates. The Aglndex is a product of feedstock quality. Feedstock from dairy manure, marine waste, industrial wastes, and halophytic plants are likely to produce a finished compost with a low Aglndex. Plant Available Nitrogen (lbs/ton) 8 Average N Provider Plant Available Nitrogen (PAN) is calculated by estimating the release rate of Nitrogen from the organic fraction of the compost. This estimate is based on information gathered from the BAC test and measured ammonia and nitrate values. Despite the PAN value of the compost, additional sources of Nitrogen may be needed during he growing season to off- set the Nitrogen demand of the microbes present in the compost. With ample nutrients these microbes can further breakdown organic matter in the compost and release bound Nitrogen Nitrogen demand based on a high C/N ratio is not considered in the PAN calculation because additional Nitrogen should always be supplemented to the receiving soil when composts with a high C/N ratio are applied. CIN Ratio 19 Indicates immaturity As a guiding principal, a C/N ratio below 14 indicates maturity and above 14 indicates immaturity, however, there are many exceptions. urge woodchips (>6.3mm), bark, and redwood are slow to breakdown and therefore can result in a relatively stable product while the C/N ratio value is high. Additionally, some composts with chicken manure and/or green grass feedstocks can start with a C/N ratio below 15 and are very unstable. A C/N ratio below 10 supplies Nitrogen, while a ratio above 20 can deplete Nitrogen from the soil. The rate at which Nitrogen will be released or used by the microbes is indicated by the respiration rate (BAC). If the respiration rate is too high the transfer of Nitrogen will not be controtable. Soluble Nutrients & Salts (EC5 w/w dw - mmhos/cm) 4.6 Average salts This value refers to all soluble ions including nutrients, sodium, chloride and some soluble organic compounds. The concentration of salts will change due to the release of salts from the organic matter as it degrades, volatilization of ammonia, decomposition of soluble organics, and conversion of molecular structure. High salts + high Aglndex is indicative of a compost high in readily available nutrients. The application rate of these composts should be limited by the optimum nutrient value based on soil analysis of the receiving soil. High Salts + low Aglndex is indicative of a compost low in nutrients with high concentrations of sodium and/or chloride. Limit the application rate according to the toxicity level of thesodium and/or chloride. Low salts indicates that the compost can be applied without risking salt toxicity, is likely a good source of organic matter, and that nutrients will release slowly over time. Lime Content (lbs. per ton) 13 Average lime content Compost high in lime or carbonates are often those produced from chicken manure (layers) ash materials, and lime products. These are excellent products to use on a receiving soil where lime has been recommended by soil analysis to raise the pH. Composts with a high lime content should be closely considered for pH requirements when formulating potting mixes. Physical Properties Percent Ash 55.7 Average ash content Ash is the non -organic fraction of a compost. Most composts contain approximately 50% ash (dry weight basis). Compost can be high in ash content for many reasons including- excess minerilzation(okf compost), contamination with soil base material during turning, poor quality feedstock, and soil or mineral products added. Finding the source and reducing high ash content is often the fastest means to increasing nutrient quality of a compost. Particle Size %> 6.3 MM (0.25") T7 May restrict use Large particles may restrict use for potting soils, golf course topdressings, seed -starter mixes, and where a fine size distribution is required. Composts with large particles can still be used as excellent additions to field soils, shrub mixes and mulches. Particle Size Distribution Each size fraction is measured by weight, volume and bulk density. These results are particularly relevent with decisions to screen or not, and if screening, which size screen to use. The bulk density indicates if the fraction screened is made of light weight organic material or heavy mineral material. Removing large mineral material can greatly improve compost ouality by increasinn n0ric+nt anri 1c t;uncenrrauons. Estimated available nutrients for use when calculating application rates Plant Available Nitrogen (PAN) calculations: Ibs/ton PAN = (X ' (organic N)) + ((NH4-N) + (NO3-N)) X value = II BAC < 2 then X = 0.1 Plant Available Nitrogen (PAN) 7.$ It BAC =2.1 to 5 then X = 0.2 Ammonia (NH4-N) 1.62 If BAC =5.1 to 10 then X = 0.3 Nitrate (NO3-N) 0.00 If BAC > 10 then X = 0.4 Available Phosphorus (P205'0.64) 2.6 ,Note: If C/N ratio > 15 additional N should be applied. Available Potassium (K20) 9.2 00 rr %Fay✓ AgSafe` l 20-10-5 Planting Tablets for Two Year Root Zone Feeding of Trees, Shrubs, and Ground Cover Plants With Micronutrients, 10% Humus, and Mycorrhizae AgSafell 20-10-5 Planting Tablets with Micron uthents, 10% Humus, and Beneficial Mycorrhizae is the ideal way to root feed all types of plants and build surrounding soil. These convenient, easy -to -use fertilizer tablets eliminate the need for measuring fertilizers and humus during planting applications. Tablets are an efficient and cost effective way to reduce landscaping and growing labor costs. Millions used by Professional Growers and Landscapers every year! How Planting Tablets Work AgSafee 20-10-5 Planting Tablets contain special polymer -coated slow -release fertilizers, micronutrients, sea minerals, and organic additives to feed all types of trees, shrubs, and ground cover plants for up to Two Years. These tablets contain large amounts of humus and organics for proper soil building and beneficial soil bacteria and mycorrhizae fungi to expand rooting. As the tablets begin to breakdown, the plant roots come in contact with the fertilizer nutrients, humic acids, beneficial soil bacteria, and mycormizae - all of which provides a rooting media that enables better rooting, nutrient uptake, plant growth, and soil development, Ammonium phosphates supply quick release nitrogen and phosphate for the plant to get a rapid start. Ureaform in the form of methylene ureas supply slow -release nitrogen. The availability of this nitrogen is determined by the soil bacterial activity and soil conditions. Additional natural plant and fish extracts help to alleviate transplant shock of newly planted trees and shrubs, provide 16 trace minerals, natural soil wetting agents, and growth hormones. ADDITIONAL BENEFITS, o Safe, Easy -to -Handle, Convenient Tablet - No More Hassles of Measuring Fertilizers & Organics. o Tablets Continually Feed for Up to Two Years - No 'Feast or Famine' Feeding from Ordinary Fertilizers. o 1.0% Iron to Help Correct and Prevent Iron Chlorosis (leaf yellowing). o 10% Humus (4% Humic Acids) to provide an organic substrate for strong plant rooting. o Beneficial Soil Bacteria and Mycorrhizae Additives to promote rooting and nutrient uptake. o Plant and Fish Extracts to provide a good source of plant vitamins and growth hormones. o Planting Supervisory Time is Reduced - Count and Placement of Tablets can be Easily Verified. o Proven Performance over 20 Years - Millions Used by Professional Growers and Landscapers. Product sizes & General Uses P101 Grower & Landscaper Bulk Case {21g) 500 Tablets (21g) per Case For General Landscaping of Large Trees & Shrubs P102 Grower & Landscaper Bulk Case (10q) 1000 Tablets (tog) per Case For General Landscaping of Bareroot, Wel/-Rooted Liners, Gallon Size Nursery Stock, Maitorder, etc. Distributed by: AgSafe@ 20-10-5 Planting Tablets with Minors,10% Humus, & Mycorrhizae F1400 GUARANTEED ANALYSIS: BY WT TOTAL NITROGEN (N) 20.00% 2.4% Ammoniacal Nitrogen 0.8% Urea Nitrogen 4.50% Water Soluble Organic Nitrogen' 12Y% Water Insoluble Nitrogen AVAILABLE PHOSPHATE (P,O,5) 10.00% SOLUBLE POTASH (K,O) 5.00% Calcium (Ca) 2.00% Magnesium (Mg), Total 1.00% 0,50% Water Soluble Magnesium (Mg) Sulfur(S), Combined 2.00% Boron (8) 0.02% Copper (Cu), Total 0.05% 0.05% Water Soluble Copper (Cu) Iron (Fe), Total 1.00% 0.50% Water Soluble iron (Fe) Manganese (Mn), Total 0A5°/o 0,05% Water Soluble Manganese (Mn) Zinc (Zn), Total 0.05% 0.05% Water Soluble Zinc (Zn) Derived from: Ureaform, Methylene Ureas, Ammonium Phosphates, Calcium Phosphates, Potassium Sulfate, Magnesium Sulfate, Magnesium Oxide„ Sodium Borate, Copper Sulfate, Iron Sucrate, Ferrous Sulfate, Manganese Sulfate, and Zinc Sulfate. Information regarding the contents and levels of metals in this product is available on the internet at htt r;? a�r,wg mac y NON -PLANT FOOD INGREDIENTS: 10.0% Humus (4% Humic Acids) from Humus Shale Ore. Proprietary Blend of Plant & Fish Extracts, Organics, and Mycorrhizae. SUGGESTED APPLICATION New Plantings: Insert the recommended number of tablets into the planting soil hole near the lower side of the root ball area. Space the recommended number of tablets around the plant root ball area. Container 1 2 3-5 7 Size Gallon Gallon Galion Gallon 1 1-2 2-3 3-5 Number of Tablets (21g) (219) (21g) (21g) tablet tablets tablets tablets Container 15 24" Rooted Ground Size Gallon Box Liners Cover 7-10 15-24 1-2 1 Number of Tablets (219) (21g) (10g) (10g) tablets tablets tablets tablet For larger container plants - use rates as established plants. For bareroot trees -use 1 tablet (10g). Feed as establisher) plants every 2 years. Established Plants: Punch holes around dripline to a depth of 6-8", place 1 tablet (21 g) in hole for each 12-18" of plant height/spread or for'Y2" of tree trunk diameter. Use 2 tablets for fast growing plants. Container Stock: Insert recommended number of tablets above, about 2" from container edge and 4-6" deep. Cover holes and water thoroughly. ARCHITECT SPECIFICATIONS AND LANDSCAPE CONTRACTOR COMPLIANCE AgSafee 20-10-5 Planting Tablets meet and exceed architect and government specifications for a 20-10-5 slow -release plant food with humus. Also, the addition of mycorrhizae, plant extracts, and fish extracts enhances plant performance. AgSafee 20-10-5 Planting Tablets are one of the easiest and most cost effective ways for landscape contractors to feed all types of trees and shrubs with minimum material and labor costs. AgSafee 20-10-5 Planting Tablets are readily available from most wholesale nurseries, landscape supply dealers, or can be directly purchased in bulk from AgriTab Corporation or online from www.agritab.com. The landscape contractor shall demonstrate architect specification compliance by showing invoices to prove the purchase of the AgSafee 20-10-5 Planting Tablets in sufficient quantity to cover the entire landscape project at the recommended application rates. In order to achieve best results, the above recommendations with specific mycorrhizae requirements should be written into architect plans and specifications to be followed closely by the landscape contractor. CAUTION: Keep Away From Children and Pets. Do Not Swallow or Ingest. Stare in Cool Dry Place. Not For Aquarium Use. When applying in rivers and waterways - feed plants near shore line only, not directly into free flowing waters. Follow Directions as Labeled with Product. DISCLAIMER & LIMITED WARRANTY The above information provided herein is, to the best of AgriTab Corporation knowledge, accurate and reliable, and is intended to provide general use information. AgriTab Corporation makes no warranty or guarantee, expressed or implied, as to the accuracy or reliability, and shall not be liable for any losses or damages arising from the use of this product. AgriTab Corporation shall not be liable for any damage or injury resulting from improper use, from any failure to adhere to above said recommendations and practices, or from any improper hazards inherent in the use of this product. As with any fertilizer product, we suggest fertilizer trials be performed to determine proper feeding methods and rates for your specific applications. The full liability of the use and handling of this product is the sole responsibility of the User or Buyer. The limited warranty of this product only covers the fertilizer guaranteed analysis and its components. Defective product is remedied to the User or Buyer for only the replacement cost of the product. Any questions regarding product, usage, storage, application, etc. - please contact AgriTab Corporation 1-800-398-3803. Material Safety and Data Sheets (MSDS) are available upon request. �V•,,�� AgriTab Corporation P.O. Box 160312 Clearfield UT 84016 1.800-398-3803 www.agritab_com AgSafe is a trademark of AgriTab Corporation. 02006 AgriTab Corporation. All rights reserved. Revision 11105 J.B.'s Landscaping, Inc. To: RH2 Engineer's Re: Maintenance of Hazen Reservoir From: JB's Landscpaing Inc. 10/08 To whom it may concern. J.B.'s Landscaping will be performing the maintenance of the Hazen Reservoir as needed for the warranty period of 365 days from acceptance of completion. We will be performing maintenance monthly through the growing season of March -October. We will be removing invasive weeds, adjusting tree stakes and ties as necessary, re-establishing water bowls around trees as needed. We will haul away debris generated. We will also water as necessary through the hot season of June -mid September. We will replace trees as needed and keep site in a respectable condition on a monthly basis. If you have any further questions please contact our maintenance department at (425) 744-0930. Respectfully, Josh Vick J.B.'s Landscaping Inc. 16026 Motor PI Lynnwood, Wa 98087 Er , 1 1110019111 16026 Motor Place • Lynnwood, Washington 98037 JB's Landscaping, Inc 16026 motor place Lynnwood, WA 98087 Fax (425) 744-0930 do A To: RH2 Engineers From: Josh @ JB's Landscaping Fax: Pages: 2 samples Phone: Date: 10/9/2008 Re: Hazen Reservoir CC: 0 Urgent Q For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Attm Karla Secrist or Kyle Pettibone, Here is samples of both the compost and fertilizer. T-Bailey will be sending the paperwork to you via submittals. Please contact T-Bailey if you have any questions. Thanks Josh Vick R 2 �N�� aERING NC. RN 306 NO,-- _ __.f Om o g 7008 R0 ��� T0 �- 0 11 4 CITY OF RENTON TRACKING NO. 20.1 Transmittal of Shop Drawing or Submittal For. Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No.. REN 105,049 Item covered by this submittal: Automatic Access Gate System Refer to the following attachment(s) for a detailed description of the item. Applicable specification section(s): 2.2 ❑ First Submittal OR ® Resubmittal No. 1 ❑ This item is as specified OR ❑ This item is a substitution/or equal ® Supplier/Subcontractor certifies: ® Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: 01 ❑ 2 ❑ 3 Due Date: Notes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations Specifically Noted: 11/24/2008 9:30 AM Gate.doc J:\Data\REN\105-049\SDC\Submittals\Submitta1020.1 - Automatic Access 0 Date Received by RH2 Engineering: 11/19/08 Date Returned to Contractor: 11 /24/08 Engineer's Comments: 1. The submitted equipment requires different electrical connections than the specified model. The Contractor shall revise the electrical connections as follows. a) The keypad requires a six -wire cable between the keypad and the access controller. The drawings show (4)-#14 conductors between the keypad and the gate operator. The Contractor shall install the six -wire cable recommended in the submittal between the keypads and the access controller instead of the (4)-#14 conductors shown for conduit P16. b) The access controller shall be located next to the gate operator. c) Provide conduit and (4)-#14, (1)-14 GRD conductors between the access controller and the gate operator for powering the controller and operating the gate operator. 11/24/2008 9:30 AM Gate.doc ❑ Reviewed ❑ Revise and Resubmit ❑ Rejected ® Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RH2 ENGINEERING, INC. Date:1 1/24/08 By: Karla Secrist and Chris t\REN\105-049\SDC\Submittak\6t41020.1 - Automatic Access Submittal #20.1 Hazen Reservoir Renton, WA - Job #878 RH2 Engineering, Inc. City of Renton Project #: WTR-27-3214 2.2 18 Automatic Access Gate System ■ Click 2 Enter (revised by change order from Knox box) ■ Linear AM-3 model keypads and controller with access code and tracking capabilities per the project specifications and includes the optional NEMA 3 enclosure for outdoor mounting General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293-3893 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability. T BAILEY, INC. By Date 11/19/08 � t� © }�i : © � � \�� �� � �:.�». � : \: �� ^ �� }? : l� f : « �� �\���» > �: v . .��� � � � %� � : 2 ° . � � The AM-3 multi -portal access controller has four built-in general purpose (Form "C") relays. Each can be configured for open/close. Any one can be used for the control relay and the others for a myriad of auxiliary control functions, including activation of safety edge reverse, external lighting, or alarm shunting. In addition, the AM-3 supports request to exit and door status monitoring for each relay. All relay contacts have extensive RFI,ARC, and lightning suppression. For local computer communications, the AM-3 has an RS232 port. For remote programming, it has an optional plug in modem (ACM-1). Linear's AccessBase 2000 software allows you to network up to eight controllers (AE-1000,AE-2000, orAM-3) via an RS-485 connection and/or eight different dial -up locations via modem for a total of 256 doors or gates. The AM-3 is supplied in a lockable plastic enclosure designed for indoor use. For outdoor mounting, an optional NEMA 3R enclosure (Model CAB-3) is available. General Specifications ACCESS CONTROL 32 Validation Groups (Security Levels): Validation Groups let user allow or deny access based on date/time (Time Zones), door (Door Schedule), or floor (Floor Schedule); 32 Time Zones, 32 Door Schedules, 32 Floor Schedules OUTPUTS Relay: four Form "C" relays; all can be configured for open/close; all relay contacts have extensive RFI, ARC and lightning suppression RS232: for local computer communications — 33.6 Kbps DISPLAY Front Panel:- two 8-segment LED displays for system configuration, status and troubleshooting INPUTS PBUS: three sets for connecting up to six proprietary addressable devices Wiegand: two sets of Wiegand inputs for connecting 26, 30, or 31 bit Wiegand devices; each Wiegand input supports two LEDs Request To Exit: four normally open inputs; each input assigned to specific relay Door Status: four normally closed inputs used to monitor the status of the device connected to the relay for a forced door/propped door alarm; supports auto-relock once the device is restored Access Buttons: four pushbuttons used to manually control each of the four relays Tamper-. N/C tamper switch activates any time cabinet is opened LEDs: for status and troubleshooting POWER 12/24 VAC or VDC; 16 VAC transformer included OPERATING TEMPERATURE -22' to +1490F DIMENSIONS 11.5 in L x 4 in W x 12.5 in H (292 x 102 x 318 mm) MEMORY 10,000 users; each can have keypad, entry code, card or transmitter; 20,000 event transaction log; data stored in field upgradeable FLASH memory CLOCK/CALENDAR Built-in 24-hour clock/calendar with battery back-up and daylight savings adjustment CONNECTIONS All connections grouped together in neighborhoods for ease of installation and maintenance ENCLOSURE Plastic cabinet suitable for indoor use; secure with lock/key (included) or screws STANDARD EQUIPMENT AM-3 four portal access control system accepts two Wiegand inputs and up to six remote devices OPTIONAL EQUIPMENT ACM-1: plug-in 33.6 Kbps modem for remote (dial -up) communications. M10 Interface Module: multiple input/output modules for monitoring and control of additional points; can also be used for elevator control (call for availability) CAB-3: lockable NEMA 3R enclosure for mounting the AM-3 outdoors Ljnear 2055 Corte Del Nogal, Carlsbad, CA 92009 (760) 438-7000 (800) 421-1587 Fax (800) 468-1340 www.linearcorp.com Copyright 2004, Linear LLC 04-70 PM 222972 C Printed in China gyp~ ch-c7lec-PIC, t' icAkh_. Y"tl riic�h V.... wrr" CLICK�2 EN-FEK • Click2Enter taps the state-of-the-art electronics now designed into modern scanner radio technology to give public safety personnel (Law Enforcement, Fire, Ambulance/ Rescue or any authorized user) a quick, safe, reliable and stealthy means to activate Innovative Reliable Flexible Safe Quick gates and security control mechanisms using their portable or mobile radios. ACCESS USING YOU Click2Enter does away with the cumbersome keys, remote control actuators and TRANSiNIMER RADID �� tt; �"�'`�° i:�:1<' SAS access control codes required by other systems because every emergency response for pT a USERS vehicle already has the "key" —their radio transmitter (mobile or portable). No need to buy extra equipment or modify your radios _ 'The technology is secure. Public safety agencies are issued FCC -assigned radio frequencies for restricted use only. Possession of transmitting devices by non - authorized personnel is tightly controlled and transmitting on those frequencies by outsiders is against the law (both Federal and State statutes). C(ick2Enter responds only to the frequencies and sub -audible private line codes currently programmed into its memory. Editing those frequencies can be done with any RS-232 keyboard interface and standard modem protocol software. Click2Enter, Inc. l.1 �, Pa[cflf 5,955,5�7 aiSd #�,?03,216 PO Box 1532 Sonoma, CA 95476 ' you now have near -instant access to secure areas to deal with emergencies as they Tel 707 939-3800 Fax 707 996•3739 occur. To activate the Click2Enter, the operator must be proximate to the device. n9r. �ciic# 2enzer.net , nm.c.10.2enter.net A single or double pulse of your radio transceiver is all that is required to initiate Toil Free immediate entry. $77-939-3300 C- i i c 1<.2 E T-1 r - I SPEC I FICAIA (,3N A Scanner/receiver radio. Variable activation ramoe vid I'ro�rannnim One or hvo radio transn is -lon i'dicks" for activation. qIv M_ channel capaci Mutual did compatible. . . .. ....... . independent relay control foi roll -up doors. Bright activation LED and pm.ver LED n1pnictry, recall. C.TCSS, PL;"DPL private fine IN,.) progian-iming I cep .ab lity. Auto detect and load of PrIV13te line codes. Compatible vvith analog or digital radio transmitters, Using Private line sub-audlble tranwissions.. VVIII operate with carrier only for use with digital radio systems. Able to use talk arOUIld carriers tear to car) of trunk line radio systern,, Also able to operate III on -trunk mode. Able to receive radio transm sions to Include 900 MHz bat: Able to use aircraft AiM band fr que'ncies ,or direurt access Cot t!Ol operations. Latch open and close features. Enhanced cler.-programmable latch open feature lets yous specify late open period_� from one minute to unlirnited. Ability to handle higI, po:,,.,er i-noblie transmitters and lo:;wlr pnvvei hand held portable transmitters. Proprietary piog I unit. gramming softl.�-vaie built nto each Field piogmi-m-nable using a VVIndovvs CE PDA or laptop computer. Programmable via RS-2132. Interface. User -selected PIN for sewritv of rr)rooram med frecuencfes. Able to capture and exhibit activation data log, via soft,:iare. Computer software programmable min I.." ,g standard t ..e rm i; I en'll-flatiOn softvmre, (Hyper-Terniinal). Ability 10 adapt and use I2V to 24V DC (Click2P.ter.l power will be a reoulatee 12V LOCI. Lightning surge current protected lin"Itinc circuit). Reflective logo for night identn'Ication. Unit enclosed in a NUM Type 4 box, %vith secm ity roe,;vs �uppiied Relay or ',',-y contact ready. Extra set of relay contacts to activate a multitude of (leVICE"). Ser),airate device available if) perform edernal tesl/opeiation 6 rl: k2rnter-1, ve `;ear manpne�e cllox:ide 11thJurri battery '](it memory backup. Retroil't kit�llable for operation he.,:Ond Flpmperature_ rarwe specilicatkw; (hot r. roid). OLYMPIC FENCE COMPANY, INC. OLYMPFC088JP Serving You Since 1985 38134 160th PI SE Auburn. WA 98092-9493 January 5, 2009 T Bailey, Inc. 12441 Bartholomew Road Anacortes, Washington 98221 RE: HAZEN RESERVOIR PROJECT, RENTON WA — JOB #878 To whom it may concern, Phone (253) 833-9367 Fax (253) 939-1077 We, the undersigned, do hereby guarantee to: a period of one year from the date of substantial completion, all work performed by our company, under the terms of the contract documents for the above -referenced project. We will remedy at our expense any defects appearing during that period due to poor materials and/or workmanship and will pay for any damage to other work resulting from the occurrence of said defects or the correction of same. Subcontractor work or furnished materials subject to this one year guarantee as stated above are as follows: Chain Link Fences and Gates — Section 2.2 17 This guarantee shall not be interpreted as holding the contractor responsible for any deterioration of the work due to normal use or the abuse of the work by the owner or acts of God. Sincerely, K—fti(71 �Vk Susan M. Baker, President - Treasurer Olympic Fence Company, Inc. O Submittal #15.1 Hazen Reservoir Renton, WA - Job #878 RH2 Engineering, Inc. City of Renton Project #: WTR-27-3214 2.2 17 Chain Link Fence & Gates 1 Year Warranty Letter General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293-3893 Subcontractor: Olympic Fence Company, Inc. Auburn, WA Voice 253-833-9367 Fax 253-939-1077 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability. T BAILEY, INC. By Date 02/05/09 CITY OF RENTON TRACKING NO. 22 Transmittal of Shop Drawing or Submittal For: Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No.: REN 105.049 Item covered by this submittal: O & M manuals Refer to the following attachment(s) for a detailed description of the item. Applicable specification section(s): 2.21 ❑ First Submittal OR ❑ Resubmittal No. ❑ This item is as specified OR ❑ This item is a substitution/or equal ® Supplier/Subcontractor certifies: ® Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: 01 ❑ 2 ❑ 3 Due Date: Notes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations Specifically Noted: 4/39/2009 12.03 P\1 J:\Data\R1:N\ 105-049\SDt:\Submittals\Subic» ttal 11'? - O&NI manuals.doc Operations and Maintenance Manual Submittal Review Form Review Date: N G 1 NE rA P • M N[ N S S C I C N T 13 T 6 Client: City of Renton Project: Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment. Altitude Valve Specification: 15.10A Submittal No: .l Description of Requirement NA Complete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating procedures. NA All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coating system. Notes 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. 1:\Data\REN\105-049\SDC\Submittals\Submittal 022 - O & M manuals.doc Page I of 13 Operations and Maintenance Manual WISESI Submittal Review Form AWPFA Review Date: 1NT16 T, Client: City of Renton Project: Hazen Reservoir R112 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section:' Equipment _Seismic Control Valve Specification: ' 15.10B Submittal No: - —�- ✓ I Description of Requirement NA I Complete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended troubl e- shootingand startup procedures. X Recommended step-by-step operating procedures. NA All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coating system. Notes 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. JADaMRENU 05-049\SDC�Submittals\Submittal 022 - O & M manuals.doc Page 2 of 133 Operations and Maintenance Manual Submittal Review Form <<A= Review Date: Client: City of Renton Project: Hazen Reservoir RJ 2 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment: Gate Valves Specification: 15.8 Submittal No: ✓ Description of Requirement NA Complete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating rocedures. NA All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coating system. 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. JAData\REN\I05-049\SDC\Submittals\Submittal 022 - O R M manuals.doc Page 3 of 13 Operations and Maintenance Alanual Submittal Review Form Review Date: IR Ri vie s i �*isT Client: City of Renton Project: Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: _ T. Bailey, Inc. O&M Section: Equipment: Plug Valves Specification: 15.8A Submittal No: ✓ Description of Requirement NA Com lete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. X Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company -of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating procedures. NA All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coating system. Notes 1:\Data\REN\] 05-049\SDC\Submittals\Submitta1022 - O & M manuals.dac Page 4 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: nc « n C P 5 C ICHTIS TB Client: City of Renton Project: Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment: Check Valve Specification: -''r 15.9 Submittal No: Description of Requirement NA Complete as -built elementary wiring and one -line diagrams. NA Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating procedures. NA All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coating system. 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. J:\Data\REN\105-049\SDC\Submittais\Submitta1022 - O & M manuals.doc Page 5 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: RIN E n s R s NTISTs Client: City of Renton Project. Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: . T. Bailey, Inc. O&M Section: Equipment.- ' `1 11 Propeller Meter S p ecification: °_- _ 15.13B Submittal No: ✓ 1 Description of Requirement Complete as -built clementarywiring and one -line diagrams. NA X Recommended spare Parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating rocedures. X All manufacturers' warranties. X E ui ment specifications and guaranteed perforinance data. NA I Cleaning, repair, and maintenance instructions for each coating system. 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. J:\Data\REN\105-049\SDC\Submittals\Submittal 022 - O & M manuals.doc Page 6 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: W10 4 GI R P L♦ M E R S C IE MTIS T6 Client;x " �` City of Renton Proj ect Hazen Reservoir RH2``'Pro•ectNo:. REN 105.049.07.701 Contractor:`' , T. Bailey, Inc. O&M Section: E ui 'went:' . ' Electromagnetic flow meter S . cifieation: ' 15.13A Spbmittal No: ✓ Description of Requirement NA Complete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating rocedures. X All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA C leaning,, repair, and maintenance instructions for each coating system. 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. 1\Data\REN\105-049\SDC\Submittals\Submitta1022 - O & M manuals.doc Page 7 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: 1 r w n s 6 GICNTISTS Client: City of Renton Project: Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment: Sump Pump Specification: 15.16 Submittal No: Description of Requirement -- NA I✓ -- -------- ------- Corn lctc as -built elementary wiring and one -line diag -ams. X Recommended spare parts. Complete parts list, by generic title and identification number, complete with exploded views of each assembly. Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. Recommended preventive maintenance procedures and schedules. Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. Recommended trouble -shooting and startup procedures. Recommended step-by-step operating procedures. All manufacturers' warranties. Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coating system. Notes 1. Provide complete sump pump O & M section. 1:\Data\REN\105-049\SDC\Submittals\Submittal 022 - O & M manuals.doc Page 8 of l3 Operations and Maintenance Manual W Submittal Review Form „ Review Date: �ENTISTs Client: City of Renton Project., Hazen Reservoir RH2Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: E ui went: ` Submersible Level Transmitter S edfication• . 15.15 'Submittal No: ✓. Description of Requirement NA Complete as -built elementary wiring and one -line diagrams. NA Recommended spare paxts. NA Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. NA Recommended preventive maintenance procedures and schedules. NA Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. NA Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating rocedures. NA All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA I Cleaning, repair, and maintenance instructions for each coating system. 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. J:\Dam\REN\105-049\SDC\Submittals\submittal 022 - O & M manuals.doc Page 9 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: ! N 1 E R S P L w NNE R S IEMTISTS Client: City of Renton Project: j Hazen Reservoir RH2 Pro ect<No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment:. Fire Hydrant S p ecification: 15.12 Submittal No: ✓ Description of Requirement NA Complete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X I Recommended step-by-step operating procedures. X All manufacturers' warranties. X Equipment specifications and guaranteed erformance data. NA Cleaning, repair, and maintenance instructions for each coating system. i Notes' 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. ]:\Data\REN\105-049\SDC\Submittals\Submittal 022 - O & M manuals.doc Page 10 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: H e i n e c w s w �• N c w s Client: City of Renton Project: Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment: Hydraulic Slide Gate Operator & Access Controller S ecification : 2.28 Submittal No: ✓ I Description of Requirement 1 Complete as -built elementary wiring and one -line diagrams. X Recommended spare parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. X Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating ocedures. X All manufacturers' warranties. X Equipment specifications and guaranteed performance data. NA Cleaning, repair, and maintenance instructions for each coatings stem. 1. Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. J:\Data\REP11105-049\SDC\Submittals\Submittal 022 - 0 S M manuals.doc Page I 1 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: NG N A P L A N C N f scicNr r Client:- `'' City of Renton Project: Hazen Reservoir RH2 Project No: REN 105.049.07.701 Contractor: T. Bailey, Inc. O&M Section: Equipment: Access Control Keypad, Click 2 Enter, & Twin Photo Beam Dectectors Specification: 2.28 Submittal No: ✓ Description of Requirement Z Complete as -built elementary wiring and one -line diagrams. X Recommended spa -re parts. X Complete parts list, by generic title and identification number, complete with exploded views of each assembly. NA Lubrication schedule including the applicable lubricant designation available from the Standard Oil Company of California. X Recommended preventive maintenance procedures and schedules. X Disassembly and re -assembly instructions. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. X Recommended trouble -shooting and startup procedures. X Recommended step-by-step operating rocedures. X All manufacturers' warranties. X E ui ment specifications and guaranteed performance data. NA i Cleaning, repair, and maintenance instructions for each coatings stem. Notes Provide name, location, and telephone number of nearest suppliers and spare parts warehouses. J:\Data\REN\105-049\SDC1Subminals\Subminal 0?21 - O & M manuals.doc Pagc 12 of 13 Operations and Maintenance Manual Submittal Review Form Review Date: Additional Comments Provide warranty certificates for the following items: steel reservoir coating systems 2. The O&M submittal is missing the following sections: • Electrical components and instrumentation • Prefabricated building • Steel tank shop drawings ENGINEER_ P l 1 N N[ J:\Data\REN\105-049\SDC\Submittals\Submittal 022 - O & M manuals.doe Page 13 of 13 CITY OF RENTON TRACKING NO. 15 Transmittal of Shop Drawing or Submittal For. Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No.. REN 105.049 Item covered by this submittal: Fence Refer to the following attachment(s) for a detailed description of the item. Applicable specification section(s): 2.217 ® First Submittal OR ❑ Resubmittal No. ❑ This item is as specified OR ❑ This item is a substitution/or equal ❑ Supplier/Subcontractor certifies: ❑ Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Rcview Priority: ❑ 1 ❑ 2 ❑ 3 Due Date: Motes to Engineer:: Date Received by Contractor: Date Returned to Subcontractor/Supplier: Contractor Commcnts: I ex-intUms S}-)ccificnlly- Noted: 3/11/2008 3:45 PM J:\Data\REN\105-049\SDC\Submittals\Submitta115 - Fence.doc Date Received by RH2 Engineering: 3/10/08 Date Returned to Contractor: 3/11/08 Engineer's Comments: Please revise concrete encasement for the 8 foot fence and gate to 12 inches in diameter per Detail A on Sheet 14. ❑ Reviewed ❑ Revise and Resubmit ❑ Rejected ® Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RH2 ENGINEERING, INC. Date:3/11/08 By: ILyle Pettibone 3/11/2008 3:45 I'Ml:AI)ata\RIiN\105-049\SD(:ASubnvtcils\Subnvttal 15 - Fcncc.doc f Submittal #15 Hazen Reservoir Renton, WA -Job #878 RH2 Engineering, Inc. City of Renton Project #: WTR-27-3214 2.217 Chain Link Fence & Gates automatic gate operator system to be submitted separately General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293-3893 Subcontractor: Olympic Fence Company, Inc. Auburn, WA Voice 253-833-9367 Fax 253-939-1077 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability. T BAILEY, INC. By Date 03/10/08 s% f 4 + L V ►E I i BAIL Y HAZEN RESERVOIR RENTON, WA T BAILEY, INC. SHOP DRAWINGS Chain Link Fencing and Gates PREPARED BY: OLYMPIC FENCE COMPANY, INC. 38134 160TH PL SE AUBURN, WA 98092 PHONE (253) 833-9367 FAX (253) 939-1077 TABLE OF CONTENTS 42" CHAIN LINK FENCING DETAIL 42" CHAIN LINK GATE DETAIL 6' CHAIN LINK FENCING DETAIL 6' CHAIN LINK GATE DETAIL 8' CHAIN LINK FENCING DETAIL 8' CHAIN LINK GATE DETAIL 8' CANTILEVER SLIDE GATE DETAIL TYPICAL FITTING DETAILS PAGE I PAGE 2 PAGE 3 PAGE 4 PAGE g PAGE 6 PAGE 7 PAGE 8 Ot.`!MPIC FENCE CO INC. lrnth PI cG "` ` 833-9367 Fax: 253-939-1077 01FIA q§00- International Fence Industry Association (ter l� POr.� CAP : 1713 "'��e5b S I eQI o -C) >',��,�-ram • q 5-L .�I I: Ile eI t s au•s Zs� T op —vYD w,P- �► -to &U6 vlr-�10 iL VCHAIN LINK FENCING DETAIL STYLE: -W r.-jt-- 4$aT�ot'� i'ENS 1 ptv W ►R E NTs PA \ M(Y kS CJU �� P -e I�1 � soh. LA . BP."ID : 3/u q x 2318 `i BAp— S J 1 b"/- 3 J4 " lZOM14-- S ION WIRE. V C4 G»n Cvr 8 E,jv'ut}. N -prw Copyright O IFIA 1992 PROJECT ` z2� eser � OWNER / GEN. CON. SUBMITTED BY 7� ( DRAWING NO. ' GATE a _ .� g CL -1 �. I / .x I OLYMPIC FENCE CO INC, 381341601h PI SE Auburn, WA 98092-9493 P8 253•?3-9367 Fax: 253-939=1077 40 (Y— CHAIN LINK GATE DETAILS STYLE: NTS NOTES: 01FIA a74"0.0 - 1 G�� E-li�/GE � qk00- d7k")C (T/?`` 4jo � ` �rntematlonal Ga�E r�F• •�r� Fence Industry Association rWt� I lil \ IT ��, Isla °x la �% _ � /' •�/ Jib ` `. O n �U- :U- --TlrO vl-R-N a Stuck HzO Copyright m IFIA 1992 PROJECT Iiazen�E �Srvo\r OWNER / GEN. CON. C {U Of�✓1 SUO`MITTCO OY Q l I C R n ce / Co �1L DRAWING NO. OATS _/ �l OLYMPIC FENCE CO INC_ Auburn, WA 98092-9493 0 ' MPh: 253-833-9367 Fax: 253-939-1077 qk00- Internatioru Fence Industry Association J- I o'L /C)QCMAX . Llr l� Pow "-AP - Z,essmt S41924 o.D. Ste,, o C). �ABFziL�r� • GJ �G �-f U� . h` h -Tcf)5 Grpwek"cu -tv 6had {-�zv 6'— 8' CHAIN LINK FENCING DETAIL STYLE: pow- v4p4 NTs flit rnf-l- Cko. 4 PS27Ig`I �ait-- Km7 : I S I s" ?rested s l opae-- E BaJD : 3/1 a x Z 7I5 -rj!5r.r=;rc'j S,At,(C,: �/y"x 37161 Copyright O IFIA 1 M PROJECT PO' -Zen OWNER / GEN. CON. I _ .c fu O-p'- / �l SUBMITTED BY 0 tL Roce DRAWING NO. DATE C►tj EAfz: 3))6" x 3/y " 2a-a06be A 2 20 - — "aw 1' C vo,k r OLYMPIC I-ENUt t;u iNU. 381:34 160th PI SE Auburn. WA 98092-9493 Ph: 253-833-9167 Far: 253-939-1077 6AJ�� C6> Wr : o , fl �vlldo h� C� IL I — /11 r I!w it �II� I 1 �1 77IL -I f- AIN LINK GATE DETAILS STYLE: PITS NOTES: CopyrVU O IFIA 1992 PROJECT u2- e.n TER / GEH. GO ` i SUGUITTCO OY OnAWwo NO, OATC L� Zb-o C /c- - / 7 OLYMPIC FENCE CO INC. Now 38134 160th PI SE o,--A-3889�-9�18 1FIA Ph: 253-833-9367 Fax: 253-939-1077 '40 q�00- Into tlonal Fence Industry OPTIONAL V BARB ARM Association SIDE VIEW t-- I 0 `, /O 'OL.MAX. FRONT VIEW r�p,c-:z`( qjc,-8 h�ykt CHAIN LINK FENCING DETAIL STYLE: LJI-Irl NTS Z 7(8 "o •'Q 1',55�:ior f OA�2 ; 3110 x 3/y " N 7�� tl --tpiTOM -T-BNSION W►Cl SP` 3047' N0TEP,Ij C/ 3 j 16, L'." 55, a6 uj� 18` t b t 10k� Copyright O IFIA 1992 (f=,.0..cp O m PROJECT V-a-ze_0 SQ Vd i V' OWNER / GEN. CON, SUBMITTE BY DRAWING NO. h DATE %I^.r�� L.-/--./Z Col(di 38134 160th PI SE Auburn, WA 98092-9493 Ph:253-833-P.:F7 9r;'_Qgc_In - GCE= �--�,:� : - y � x �-► (�" � � AIN LINK GATE DETAILS TYLE: NOTES' - po i4tl rnty�s /�..alv. AA Pape `Zt1 NTS U P _ AOIFU C��E r-ri�rGE �,00- IwAk"Is" b l�6 Intemacm N Fence ,W 1�IS"radon r,IO Cop r-VN O WIA t "2 PROJECT 2 n '-� 4�S 2 'r' V o n v' OWNER / CCN. CON. l n (Lth4 of --Re4oy, �1[ SUO/AITTEO DY NO) i C DRAWING NO. � i OATE--,) 1L-0,� C/--i7 PROJECT 11 Q2 er,e C V VoQ✓1`�o+n i�� OWNER / GEN. CON, �[ -� /U - I SUBUITIED r DRAW-0 NO. � OA7 C: , S7 CL�t,U IZ" AMERICAN FENCE AFA 14 ASSOCIATION 0 • 0 0 OLYMPIC FENCE CO INC. 38134160th PI SE Auburn, WA 98092-9493 Ph: 253-833.9367 Fax: 253-939-1077 -CONCRETE • ji 1 / h+ FULL CANTILEVER SLIDE GATE DETAIL (CL-38) NOTES: CANTILEVER. LATCh copyright AFA - 1996 CL-3 LLO GF 'JO1FIA q V 0, Irdo UOnBI Feme Industry Asscd4on 4� � O GULL Dor G/iTl: 14rN 3£6-E5Z :xt?d L9£6-E£8-£5 ig% £6*Z6086 VM'ujngny 3S.Id gI091 VMS )NI 00 30N3d 3IdWA10 2 1^O�Y. l.crTc 4j T N lnw 5AP, ND A D nF, WIRr, QCrAIL {RAIL AIJ 0 RA11. CUP DETA I L 0 I SL PEVED ,PAIL J'O/Nl �a O �'¢IJTER _QRO� j �eub4 D�IVC C�CS . TRUSS ROD DET/all. Copyright © IFIA 1992 %PF/ e fA Z /��T/ 11V �y �J�'T�ILS PROJECT -WQ-2 OItr OWNER/GEN. CO SUBMITTED BY l c21ri cQ b DRAWING N0. DATE I l e-V ; c-\,LA S�bM fir, I ? CITY OF RENTON TRACKING NO. 3_0 Transmittal of Shop Drawing or Submittal For: Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No.: REN 105.049 Item covered by this submittal: Geotextile Fabric for Detention Pond Drain Refer to the following attachment(s) fora detailed description of the item. Applicable specification section(s): 2.22 ® First Submittal OR ❑ Resubmittal No. ® This item is as specified OR ❑ This item is a substitution/or equal ❑ Supplier/Subcontractor certifies: ❑ Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: ❑ 1 ❑ ? ❑ 3 Due Date: Notes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations Specifically Noted: 11/27/2007 8:14 AM J:\Data\REN\105-049\SDC\Submittals\Submittal003 - Geotextile Fabric.doc i Date Received by RH2 Engineering. 11/19/07 Date Returned to Contractor: 11 /27/07 Engineer's Comments: The MSE block wall materials as included in flits submittal are considered Reviewed. Please submit aggregatc and pipe materials under separate submittal corer. ® Reviewed ❑ Revise and Resubmit ❑ Rejected ❑ Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RH2 ENGINEERING, INC. Date:11/27/07 By: Dan Burwell, P.E. 11/31; 2tAJ7 8:14 ANI l•\Data\REN\105-049\SDC\Submittals\Submitta1003 - Geotextile Fabric.doc g7 Submittal #03 Hazen Reservoir Renton, WA - Job #878 RH2 Engineering, Inc. City of Renton Project #.- WTR-27-3214 2.22 Geotextile Fabric for Detention Pond Drain (Layfield LP4.5 submitted as equal to Mirafi 140N) Sheet C12 Block for Block Wall Sheet C12 Fiberglass Pins for Block Wall Sheet C12 Geogrid (Synteen SF35 submitted as an equal to Mirafi 3XTC) General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293-3893 Subcontractor: Castle Walls, LLC. 1420 NW Gilman Blvd. #2-2595 Issaquah, WA 98027 Voice 425-228-1458 Fax 425-671-0868 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability. T BAILEY, INC. By Date 11/16/07 � � 9 -1 YFIEL _ to ' 1ct.,.,"r Geotextiles - Nonwoven Non -woven needle -punched geotextiles offer excellent water flow properties for drainage and ether applications. Needle -punched non -woven geotextiles are made from polypropylene fibres that are tangled together in a needle -punching process. The fibres may be made in continuous or short lengths and achieve their strength by interlocking. Needle -punched non -woven geotextiles have excellent water flow rates and are used for filtration of soil fines. Needle -punched non -woven geotextiles have been used in drainage applications including trench drains, as a wrapping for perforated pipe, for erosion protection, and combined with three-dimensional structures to create prefabricated drains. They are also commonly used with geomembranes to provide a protective cushion. Needle -punched non -woven primary functions: filtration; separation; protection; drainage. Secondary functions: reinforcement. _ 22Oc:t20O _ .._ —Non-Woven Needle -Punched Geotextiles , US Values -_ ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 LP10 LP12 LP16 Grab Tensile (lbs) D4632 95 110 120 160 180 205 250 300 380 Elongation (°k) D4632 50 50 50 50 50 50 50 50 50 Tear (lbs) D4533 40 50 50 60 75 85 100 115 145 Puncture (lbs) D4833 55 65 65 85 100 110 150 175 240 Mullen Burst (psi) D3786 185 210 230 280 330 350 460 580 750 AOS (sieve) D4751 70 70 70 70 70 80 100 100 100 Permittivity (sec-1) D4491 2.0 2.0 1.8 1.3 1.5 1.4 1.2 1.0 0.7 Water Flow (gpm/ft2) D4491 110 140 120 110 100 90 80 75 50 Weightl (ozfyd2) D5261 3.5 4.0 4.5 5.5 7.0 7.5 9.0 11.5 16.0 Nominal 7hicknessl (mil) D5199 40 45 50 70 85 85 100 110 165 Nominal ' UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% t Roll Size (ft) 360 15 360 15 x 300 15 x 300 15 x 3001 also available in other widths 15 x 360 15 x x 3002 3002 3002 by special order I Roll Weight' (lbs) 160 172 190 202 250 250 306 400 522 Note: Typical values. All other values are minimum average roll values (MARV). Note2: LP6, LP7, and LP8 maybe 15 x 360 ft depending on inventory rON7CTDT V'i'Tf M STANDARD UNIT The Standard unit stands head and shoulders above the rest, Structural stability and ease of construction are only two of the many fentvsco ti. hich make it a great retaining wall prodvct For any of the follo— ing applico lions. , Simple gravity reta -inin£ wa115 up to : LK feet high (1.Snt) (sc. "DESIGN CIIARTS" for apecific iacisht limitations which will vary). llll critical Scosrid MIL (a7ac.l� v�icall�- atnbiliac i cnrtl�) rctainins ♦� alla. ctcP nPPI;i tic,n.N. Listed below are the Standard unit's volume and weight specifications (with. metric equivalents): Rough Dimension - 8"H x 18"W x 21-1t2"D (20.3crn x 45.7cm x 54.6em) Square foot face area of unit - 1 square foot (.093m2) Volume of unit soild - .70V (.0211T1>) 11 Volume of all unit voids - .30fi3 (.009m3) 0) Vninma of unit •(`ill aroa in Rr nrnnnrl unit to harlr of nrtit tail - 9()ft3 ( (176mi3) Volume of gravel, to 611 unit to min. 24" (61cm) depth - 1.16ft3 (.033m3) Volume of concrete to fill unit to back of unit tail - .90ft3 (.026m3) Weight of unit per square foot face - 951Ls. (43K�) " Weight of unit per square foot with gravel fill - 191lbs. (86KS) Weight of unit per square foot with concrete fill - 201lbs. (91Kg) �I �lrotumoo CCU mouer:ol do not lnatudo O1%FW,ogo or ..•..cti. Unit -.,,C {ht may vary by geographic region due to variations in local materials. 131 epo.r^'.o9 ....11.4. All -..r-'--1 -;A-.. 4- d..t.A...f.l.r.....H ... l.r. G.a..,.l A' ll t IfI l O1711Kgl-31 %r sogb ct1ccti c wr:ight. °' Same msumptinn is in 03 but with concrete calculated at 15(] lb-.;,/ ft3 (24:OKglm3) CZ at 80% effective we*t D-24' (61,Ocln) FREE DRAINING GRAVEL D-21' 7 7/8" - — — — — (20.Ocm) 1 10' P.Rcrn) 3 518' 9.2cm • 61/4' PIN MODS 115.Ocm) �-- KIDNEY HOLES 1 •:J 1ti�q,St, ..,.. ._._._.---.—.—.� © 2004 KEYSTONE RETAIN' jr, WAl,l, SYSTEMS, INC. IMS li,9161 0.INIHGNAtl6Y5T[NIS (p5�}R9;wih wVAY, l(1'1�Gtpnl' W � IIL.Cprtt KEYSTONE STANDARD UNIT Thn lnromnticn cartaine, hcrelr. P.ai tMcn aosgded M K.Y. e"*-) ReAlnlny wolf -a ih• L.0 .r .,:n �"n..aew n... r.4 r..r.s..r1 rM. Kno n n Crcd�R U�c IA rhn nMJurto.s whlth art n�,:traec. final ltlemr)nntknr ny r�in q JIoWVQr r.1�uv. nwnrnrnelrod hhd h5 mnnrrer prUSe retie :ok RTC9ndhhKv et, the um 51YUM—t rM.yw "wd snnlYfla shall ue pabrmtd W a pua!rtivd.walm— a-1 Nov '15 07 04,45n Aarcr J 206.784-9962 p.2 BASALITE 0 CONCRETE PROQUCTS,LLC Novernber 1.5. 2007 Contractor: Castle Walls RE: Submittal of Keystone Segmental Retaining Wall Blocks; Keystone Fiberglass Pins Project: Hazw Reservoir To Whom It May Concern: Basalite Concrete Products, LLC is the Iicensed manufacturer of Keystone Retaining Wall Systems segmental retaining wall block. The Keystone Standard segmental retaining wall blocks are manufactured at 3299 International Place Dupont, WA 98327. These blocks are independently 4ested to comply with ASTM C-1372. lKeystone retaining wall units form an interlocked matrix using S V4" fiberglass pins that comply with A.STM D 4476. Minimwm, Compressive Strength: Diawnsional: Absorption: Sincerely, B Cair icifarter Blair xarter Basalite Concrete Products, L.L.C. 3,000 psi (3 unit average) +%- U8" for width, height, and length 8% Maximum 3299 Litemational Place • PO Box 510 * DuPont, WA 9 (800) 964-9424 SF 35 SOIL REINFORCEMENT GEOGRID SF 35 is composed of high molecular weight, hibh tenacity multifilament polyester yarns that are -. ovorZ into a ambit., ai.Avvvi h ylauctl wiuct Lcnslon. Trie tiigl-i strengtia polyester yarns are coated with a PVC material. SF Geowhds are inert to hietnLyir.a1 &A-F-AAarirNn nMA arc- zpaiatsmt to matura.L'y - en.countered cheuuculs, alkalis arni acids. SF Geosgrids are typically used for soil reinforccrrncnt application* ;,uch as rctaiiiiiig wallb, owx ;pcuud slupcs, embankments, sub -grade stabilization, embaxilcao.ents over soft soils and wustrr containment applications. Januaty,2007 TENSILE PROPERTIES TEST METHOD MARV VALUES BS/FT Ultimate Strength ASTM D 6637 3,200 Creep Limited Strength ASTM D 5262 2,077 T,j = Long Tenn Design Strength NCMA 97 1,748 Aperture Size (ins.) Measured 0.75 x 0.75 RF Creep -1.54 RF Durability -1.10 RF Installation Damage (Solt Type 3) -1.08 SYNTEEN Technical Fabrics, Inc Warranty; Synteen Technical Fabrics warrants our products to be free from defects in material and workmanship when delivered to our customers and that our products meet our published specifications. If a produol io found to be Jcrcx:GrC, arrU uur cutilurrner glves nouce to Synteen i scnnicai tabnes betore installing the pmduM, Synteen Technical Fabrics will replace the product without charge to our customer or refund the purchase price at Synteen Technical Fabrics election. Rcplacing the product or obtalning a refund are the buye,'s rule remedy for a breach and Synteen Technical Fabrics will not be liable for any consequential damage attributed to a defective product. This warranty is given In lieu of all other warranties, express or implied, Including the implied warrahty of merchantability or fitness for a particular purpose. There are no warranties which extend beyond the description provided herein. S1" 3 5 Pale 1 of 1 SF 35 SOIL REINFORCEMENT GEOGRID Uniaxial Geogrid The Strength is in the length direction SF 35 is composed of high molecular weight, high tenacity multifilament polyester yarns that are woven into a stable network placed under tension. The high strength polyester yarns are coated with a PVC material. SF SERIES Geogrids are inert to biological degradation and are resistant to naturally encountered chemicals, alkalis and acids. SF SERIES Geogrids are typically used for soil reinforcement applications such as retaining walls, steepened slopes, embankments, sub -grade stabilization, and embankments over soft soils and waste containment applications. TENSILE PROPERTIES TEST METHOD MARV VALUES LBS/FT Ultimate Strength ASTM D 6637 3200 Creep Limited Strength ASTM D 5262 2077 Tal = Long Term Design Strength NCMA 97 * 1749 Aperture Size (ins.) Measured 0.75 x 0.75 Or site specific as required Reduction Factor for creep 1.54, reduction factor for durability 1.10 reduction factor for installation damage (type 3 soil) 1.08 FHWA/AASHTO Reduction factor for creep 1.55, reduction factor for durability 1.15, Reduction Factor for installation damage (type 3 soil) 1.08 GRI GG4b Reduction factor for Creep 1.70, reduction factor for durability1.10 reduction factor for installation damage (type 3 soil) 1.08 Click here to download the PDF httD://wv vw.sviiteen.com/i)rinterfriendly html?p,=XbOOcnaH3%2Be°'o2Bx%2BFZMndHdA%')D%3D 1 1/14/2007 Submittal #03.1 Hazen Reservoir Renton, WA - Job #878 RH2 Engineering, Inc. City of Renton Project #: WTR-27-3214 Sheet C12 Fiberglass Pins for Block Wall General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293-3893 Subcontractor: Castle Walls, LLC. 1420 NW Gilman Blvd. #2-2595 Issaquah, WA 98027 Voice 425-228-1458 Fax 425-671-0868 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability. f T BAILEY, INC. By � �; Date 11 /21 /07 Nov 21 .07 12:26p Aaron J Shields 206-784-9062 p.2 (l November 21, 2007 BASALI No UONCRETPRO13UC Contractor: Castle Walls, LLC. RE. Submittal of Keystone Segment&' Retaining � Keystone Fiberglass PiAs project: Hazen Reservoir To Wham, It May Concern: "an Blocks: aasnlite Concrete Products. LLC is the licensed manufacturer of K.eystos� Retaining �1y►a,(l Systems se�ner_tal retaining wall block. "lire Keystone Standard segmental onal Place Dupont, WA 98327. retaining wall blocks are manufactured at 3299 In AS Y'vI C�l 372. Keystone These blocks withase independently tested to cornp�y„ , „ ins that reta,ning wall ups form ass interlocked matrix acing' x s fiberglassP comply with ASTM D 4476. I Minimum Compressive 51re'110. Dimensional: Absorption: Sincerel} .B& r if arter Blair Harter $asalite Concrete Products, L_L.C. 3,000 si (3 unit average) +1- I ' for width, beigbt, and length 8% • 964-9424 3299 Internationa] Place • PO Box 510 • DuPont, WA ( 800 ) r - r G o T-EX 1 Inc. A Mote New Wortd of Composfts Keystone' Retaining -Wall Fibelrglass Pins nspection Certification Lot Number: �,t5� Production Date, Fiberglass pins for Keystone retaining wall systems are manufactured at Geotek's Stewartville, Minnesota manufacturing facility to meet all requue~m.e.uts of "Fiberglass Pin Specification" issued. by Keystone Retaining Wall Systems cfMinneapolis, Minnesota. Tests performed at the Composite Materia s TechpoIogy Center (C©NffEC) at Wimona State University, Winona, Minnesota (May 2006 test results): • Short beam shear strength according to A.STNf D4475-02: • Shear Strength: mean 4664 psi, rauZe 6469 - 6913 psi • Keystone spec is 6400 psi mi6mum. • Flexural strength and flexural modulus according to ASTM D4476-03. • FIexural Strength- mean 151,109 psi, range 146,801—158,876 psi • Keystone spec is 128,000 psi minimum. Flexural Mbdtdus:. mean 4,628 Iasi, rauhe 4,180 - 4,872 ksi • Keystone spec is 4,000 ksi minimum- Specific gravity according to ASTM D792-00 • Specific Gravity: mean 1.359, range 1.856--1.860 • Keystone spec is nominal 2.0 Water absorption according to ASTM D570-98 • Water absorption: mean 0.066%, range 0.061— 0-077% Keystone spec is 0.1 %maximum Lot,kpprnved `- , Geot:ek Quality Manager Date: ►-13 r�� 1421 Second Ave_ N.W. (507) 533-6076 Stewartville, MN 5506 FAX • (607) 533 4784 vPn;Sh ca Lo f r e c:�-n CITY OF RENTON TRACKING NO. 1_0 Transmittal of Shop Drawing or Submittal For Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No. REN 105 049 07 701 Item covered by this submittal: Silt Fence Refer to the following attachments) for a detailed description of the item. Applicable specification section(s): 2.2 ® First Submittal OR ❑ Resubmittal No. ® This item is as specified OR ❑ This item is a substitution/or equal ❑ Supplier/Subcontractor certifies: ® Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: ® 1 ❑ 2 ❑ 3 Due Date: "votes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations Specifically Noted: 11/15/2007 3:55 PM J:\Data\REN\105-049\SDC\Submittals\Submittal 001 - Silt Fence.doc Date Received by R142 Engineering. 11/14/07 Engineer's Comments: Date Returned to Contractor: 11/14/07 1.) Silt fence shall be 60 inches in height per City of Renton Standard Detail 13066. 2.) Silt fence shall be supported every 6 feet at a minimum. ❑ Reviewed ❑ Rejected ❑ Revise and Resubmit ® Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RIi2 ENGINEERING, INC. Date:11/14/07 By: Darla Secrist 11/15/2007 3:55 PM J:\Data\REN\105-049\SDC\Submittals\Submittal 001 - Silt Fence.doc J _ � Submittal #01 Hazen Reservoir Renton, WA - Job #878 RH2 Engineering, Inc. City of Renton Project #: WTR-27-3214 2.22 Erosion Control Fence Fabric General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd_ Anacortes, WA 98221 Voice 360 j 293-0682 Fax 360) 293-3893 Supplier: ACF ' lest Inc. 15540 Woodinville -Redmond Rd Woodinville, WA 98012 Voice 425-415-6115 Fax 425-415-6126 It is hereby certified that this equipmentimaterial is in compliance with the contract dravvings and specifications, coordination with other work on the job and dimensional suitability — 1 1 T BAILEY, INC. By Date 11/14/07 i AtJ WEST —.DOT Silt Fence R GEQ3YNTNEFIC PROIaUGTS I ACF West is a D.B.A. for Northwest Geosynthetics Inc. 15540 Woodinville Redmond Rd., Suite A400 Woodinville, NVA 98072 (800) 423-4567, (425) 415-6115, fax (425) 415-6126 Description: ACF West DOT "Supported" Silt Fence uses Propex Geotex® 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 Geotex® 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. Geotex® 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 D 4632 15% 15% Mullen Burst ASTM D 3786 300 psi 2060 kPa Puncture ASTM D 4833 65 lb 0.28 kN Trapezoidal Tear ASTM D 4533 65 lb 0.28 kN UV Resistance ASTM D 4355 80% 500hr 70%'aJ 500hr AOS ASTM D 4751 30 sieve 0.6 mm Permittivity ASTM D 4491 0.05 sec' 0.05 sec-' Floe Rate ASTM D 4491 10 gal/min/ft2 405 LJmin/m2 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 contained herein is to be construed as permission or a recommendation to infringe any patent. Thomas Magus - Re FW Hazen Submittal Register & Subm #1 & 2 Pale 1 COVPart O'f From: Thomas Malphrus S��L+- o _Z 2 To: Pettibone, Kyle Date: 11/16/2007 8:44:47 AM Subject: Re: FW: Hazen Submittal Register & Subm #1 & 2 Kyle: I ran this by our civil inspector and he is o.k. with the use of the 2 x 4 mesh on the support fence. Thanks for checking our standard and pointing this out. Tom >>> "Kyle Pettibone" <kpettibone@RH2.com> 11/16/07 8:02 AM >>> Attached are the submittals that we will be returning to the Contractor today. One question/item that I wanted to run by you was in regards the silt fence mesh. According to City Standards, a 2"x2" wire mesh is required. T Bailey is proposing 2"x4". I don't see this as being an issue, but I thought that I would verify with you before responding to the contractor. Thanks, Kyle From: Stephanie Perkins Sent: Thursday, November 15, 2007 3:59 PM To: Kyle Pettibone Subject: RE: Hazen Submittal Register & Subm #1 & 2 Here you go. Stephanie Perkins RH2 Engineering, Inc. Ph: (425) 951-5422 Fax: (425) 951-5423 From: Kyle Pettibone Sent: Thursday, November 15, 2007 3:54 PM - - - - Th` s alphrus Re FW: Hazen Submittal Register & Subm #1 & 2 Page 2 ,. To: Stephanie Perkins Subject: RE: Hazen Submittal Register & Subm #1 & 2 pdf From: Stephanie Perkins Sent: Thursday, November 15, 2007 3:54 PM To: Kyle Pettibone Subject: RE: Hazen Submittal Register & Subm #1 & 2 Not sure which question you are saying yes to =) Stephanie Perkins RH2 Engineering, Inc. Ph: (425) 951-5422 Fax: (425) 951-5423 From: Kyle Pettibone Sent: Thursday, November 15, 2007 1:58 PM To: Stephanie Perkins Subject: RE: Hazen Submittal Register & Subm #1 & 2 yes From: Stephanie Perkins Sent: Thursday, November 15, 2007 1:57 PM To: Kyle Pettibone Subject: RE: Hazen Submittal Register & Subm #1 & 2 They are both ready. Should I PDF them with the materials T Bailey sent us or leave the cover sheets as Word docs? Stephanie Perkins 'Thomas omas Malphrus Re FW Hazen Submittal Register & Subm #1 & 2 Page 3 RH2 Engineering, Inc. Ph: (425) 951-5422 Fax: (425) 951-5423 From: Kyle Pettibone Sent: Thursday, November 15, 2007 1:50 PM To: Stephanie Perkins Subject: RE: Hazen Submittal Register & Subm #1 & 2 Yes, I will forward both submittals to the City when they are complete. From: Stephanie Perkins Sent: Thursday, November 15, 2007 1:49 PM To: Kyle Pettibone Subject: RE: Hazen Submittal Register & Subm #1 & 2 Is this going to the City first? Stephanie Perkins RH2 Engineering, Inc. Ph: (425) 951-5422 Fax: (425) 951-5423 From: Kyle Pettibone Sent: Thursday, November 15, 2007 12:43 PM To: Stephanie Perkins Cc: Jon Conner; Karla Secrist Subject: RE: Hazen Submittal Register & Subm #1 & 2 _.._...._ -- Thomas Malphrus - Re: FW: Hazen Submittal Register & Subm #1 & 2 Page 4 Stephanie, Please add the following to the end of the submittal. Engineer noted that the concrete submittal also includes WSDOT material lab reports for backfill and other aggregate materials (pgs. 35-38) which do not appear to be related to the concrete work. These materials were not reviewed. Please resubmit backfill and aggregate materials under separate cover if you would like these materials considered for use in site work. From: Jon Conner Sent: Thursday, November 15, 2007 12:20 PM To: Kyle Pettibone; Karla Secrist Cc: Stephanie Perkins Subject: RE: Hazen Submittal Register & Subm #1 & 2 Kyle - the concrete submittal also contains WSDOT material lab reports for backfill material, gravel base, quarry spalls, etc. (pages 35-38) that you may want to take a look at. Concrete comments: - Mix #1004: CDF - Reviewed - Mix #6003: Thrust blocks, Driveways, Curbs and Gutters - Reviewed - Mix #460175/5951-A - Foundation concrete - Revise and Resubmit - Please submit a mix with 1 1/2" nominal max aggregate size per specifications 3.5A. Please also include the aggregate gradation for the mix. Thanks From: Kyle Pettibone Sent: Wednesday, November 14, 2007 1:50 PM To: Karla Secrist; Jon Conner Cc: Stephanie Perkins Subject: FW: Hazen Submittal Register & Subm #1 & 2 _..._ Thomas Malphrus - Re: FW: Hazen Submittal Register & Subm #1 & 2 Page 5 Karla, please review silt fence Jon, you have concrete From: Bonnie Brodie (mailto:bbrodieCc)-tbailey.coml Sent: Wednesday, November 14, 2007 1:41 PM To: Kyle Pettibone; Karla Secrist; Stephanie Perkins Cc: tmalphrusCcDci.renton.wa.us; Chris Parker Subject: Hazen Submittal Register & Subm #1 & 2 Per Kyle's request, attached please find a copy of our submittal register for tracking the submittals for this project. Also attached are our first two submittals for the silt fence and concrete. We requested expedited review for the first submittal on the silt fence. Thank you, Bonnie Brodie T BAILEY, INC. 360-293-0682 x233 360-293-3893 Fax bbrodieC�tbailey.com <mailto:bbrodie(a)_tbailey.com> .11 CITY OF RENTON TRACKING NO. 11.0 Transmittal of Shop Drawing or Submittal For: c3 /1 Hazen Reservoir CONTRACTOR: T BAILEY INC. RH2 Job No.: REN 105.049 Item covered by this submittal: Refer to the following attachment(s) for a detailed description of the item. Applicable specification section(s): 2.2 ® First Submittal OR ❑ Resubmittal No. ® This item is as specified OR ❑ This item is a substitution/or equal ❑ Supplier/Subcontractor certifies: ® Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date: Notes to Engineer:: Date Received by Contractor: Contractor Comments: Date Returned to Subcontractor/Supplier: Deviations Specifically Noted: 12/18/2007 11:17 Abt J:\Data\REN\105-049\SDC\Submittals\Submitta1011 - Import.doc Date Received by RH2 Engineering: 12/12/07 Engineer's Comments: The following items are considered Reviewed 1. trench backfill 2. gravel base course 3. gravel top course 4. gravel backfill for drains 5. gravel borrow for geosynthetic retaining wall Date Returned to Contractor: 12/18/07 The following items require Contractor action and are returned as Revise and Resubmit 1. The structural fill material submitted does not meet the requirements of 9-03.9(2) 2. The pipe bedding material for DI piping does not meet the requirements of 9-03.12(3) 3. The pipe bedding material for PVC piping does not meet the requirements of 9-03.13 ❑ Reviewed ❑ Revise and Resubmit ❑ Rejected ❑ Furnish as Corrected Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. RH2 ENGINEERING, INC. Date:12/18/07 By: Karla Secrist 12/18/2007 11:17 AM J:\Data\RF.N\105-049\SDC\Submittals\Submittal 011 - Import.doc -� M61 ` r -Y B Submittal #11 Hazen Reservoir Renton, WA - Job #878 RH2 Engineering, Inc. City of Renton Project #: WTR-27-3214 2.16 Structural Fill 2.18 Trench Backfill 2.17 Pipe Bedding (DI, etc.) 2.20 Gravel Base Course 2.21 Gravel Top Course 2.17 Pipe Bedding (PVC, etc.) 2.19 Gravel Backfill for Drains Sht C12 Gravel Borrow for Geosynthetic Retaining Wall General Contractor: T BAILEY, INC. 12441 Bartholomew, Rd. Anacortes, WA 98221 Voice 360) 293-0682 Fax 360) 293-3893 Import Supplier: Cadman 7735 1781h PI NE Redmond, WA 98052 Voice 425-961-7121 Fax 425-961-7390 It is hereby certified that this equipment/material is in compliance with the contract drawings and specifications, coordination with other work on the job, and dimensional suitability. T BAILEY, INC. By i Date 12/12/07 x r� CADMAN AGGREGATE TEST REP( �- 6" MINUS PIT RUN(UPPER PIT) NORTHBEND A460 sFBYE SUE ACCUA9. N f. MAMFD fNDNID. % RETIMED ACICUM. % REPAI\ED ACCCML% PASSING PECIFICAB N 5" 0.00 0.0 0.0 100.0 4" 0.00 0.0 0.0 100.0 3" 1.94 9.6 9.6 90.4 2 1 /2" 2.08 0.7 10.3 89.7 2" 2.58 2.5 12.8 87.2 11/2" 2,80 1.1 13.9 86.1 11/4" 1 3.82 5.1 19.0 81.0 1" 5.02 6.0 24.9 75.1 DATE SAMPLED: 10/2412007 3/4" 6.34 6.6 31,5 68.5 SOURCE: A460 NORTHBEND 5/8" 7,54 6.0 37.4 62.6 TESTED BY: Tim L 1/2" 9.22 8.3 45.8 54.2 COMMENTS; 3/8" 10.59 6.8 52.5 47.5 RAN THROUGH 3AN'V @UPPER 1/4" 12.88 11.4 64.0 36.0 PIT. 44 14.12 6.2 70.1 29.9 #10 16.56 12.1 82.2 17.8 Product is a 6" Minus. A load t#16 17.38 4.1 86.3 13.7 may contain a couple rocks up to 8" 430 17.96 2.9 89.2 10.8 #40 18.44 2.4 91.6 8.4 # 100 19.10 3.3 94.8 5.2 WET#t200 19.32 1.1 95.9 4.t PAN WT. 20,14 4.1 S.E. 37 CADMAN AGGREGATE TEST REPORT 2" SCREENED PIT RUN 5[ENT SIZE AMmtWIL. RETAMM ACCUM.% RET MD ACCUNI'. PASSWC SPECIMCATION %- M9 5" 0.0 0.0 100.0 4" 0.0 0.0 100.0 3" 0.0 0.0 100.0 21/2" 0.0 0.0 100.0 100 2" 0.0 0.0 100.0 ?5-100 11/2" 1.12 5.0 95.0 1 1/4" 3.26 14.5 85.5 1" 5.20 23.1 76.9 DATE SAMPLED: TEMPLATE 3/4" 7.24 32.2 67.8 SOURCE; A460 NORTHBEND 518" 8.30 36.9 63.1 TESTED BY; RAVMTE 1/2" 9.68 43.1 56.9 COMMENTS: 3/8" 10.98 48.8 51.2 1/4" 12.68 56.4 43.6 BANK RUN GRAVEL FOR TRENCH #4 13.64 60.7 39.3 22-100 BACK FILL #10 223.4 72A 27.6 #16 357.1 79.4 20.6 WSDOT SPEC. 9-03.19 #30 495.2 86.6 13.4 #40 558.5 89.9 10.1 #100 676.0 96.1 3.9 WETP200 702.5 97.5 2.5 0-10 SPLIT PAN WT.= 750.9 SAMPLE WT, 22.48 S.E = 45 311RIIN ,r Z d CADMAN AGGREGATE TEST RESULTS IwIbf4uu7 111Mh; 1330 A-5ll BLACK DIAMOND GRAVEL BORROW A-511 BLACK DIAMOND 0.00 1 0.0 1 100.0 1 10, 0.00 1 0.0 1 100.0 1 75-1 MINES 04 SPLIT SAMPLED BY: TE 1 1/4" 681.00 4.4 95.6 5F,6 1(!' A�LU.NT. RLfALID AR[Ll.11% V&ISW; N_YIM.% VA�imlj TESTED BY: TE 111 1770.60 11.3 88.7 #10 0.0 0.0 100.0 COMMENTS: 3/4" 3632.00 23.3 76.7 #46 359.9 539 46.1 1/2" 5357.20 34.3 65.7 WET#200 573.7 85.9 14.1 Y PVT.= 1 x w 6ut43.6U I 39.0 1 61_U 7377.50 47.2 349.2 65.4 709.1 84.0 922.9 95:1 15617.60 S.E.= 16.0 1 0-30 min. On �e- � CADMAN 1 1/4" BASE COURSE A511 BLACK DIAMOND 1 1141, i- 5B" 112" 319" 114" 84 910 440 #200 100,0 90.0 90.0 y 70.0 60.0 a w 50.0 W U 40,0 a 0. 10.0 20.0 10.0 00 s ti t--�---- --- - - - --- - --------`--I--- -- ->- 100.0 10.0 1.0 GRA[ SIZE 0.1 U-S. SIEVE SI7F METRIC SIEVE SIZE mm ACLU\'I. WT. RETAINED ACCUM. 9u PASSING LASE COURSE 1VSDOi 9.03.9 3 DATE SAMPLED: 11/13/2007 1 1/4" 31,5 0 100.0 100 TIME: 0800 1" 25.0 114 99.2 80-100 SOURCE: A511 BLACK DIAMOND 5/8" 16.0 4427 68.2 50-80 SAMPLED BY: to 1/2" 12.5 6288 54.9 TESTED BY: to 3/8" 9.5 7627 45.3 COMMENTS: 1/4" 6.3 8853 36.5 #4 1 4.75 9489 31.9 25-45 #/ 10 2.00 340-6 20.4 #f40 0.425 684.1 8.7 3-18 SET#200 0.075 849.9 3.1 1 0-7.5 spur PAN NVT.: 940.5 PAN 13938 1 40 MIN. SE 1 47 0 CADMAN 0 r I 5/8" TOP COURSE 100.0 90.0 W.0 70.0 &05 60.0 50.0 L•a P4 30.0 20.0 10.0 00 114" 1;211 3iR" 114" " 910 A511 BLACK DIAMOND aaa a2c>o L � 5 1 I 1 l 1 • I ------ - ----- -L -. I� � I . I. I I I i 100.0 1.0 GRAIN SIZE OA 0.0 U.S. SIEVE SIZE METRIC SIEVE SIZE mm ACCUM, W. RETAINED ACC UM. % PASSING TOP COURSE %'SDOT M1.9 DATE SAMPLED: 10/16/2007 3/4" 16.0 0.0 100.0 100 TIME: 0800 1 /2" 12.5 277.9 86.7 80-100 SOURCE: A511 BLACK DIAMOND 3/811 9.5 577.1 72.3 SAMPLED BY: TE 1 /4" 6.3 916.8 56.0 TESTED BY: TE #4 4.75 1077.9 48.3 46-66 COMMENTS: #10 2.00 1481.0 29.0 #40 0.425 1816.5 12.9 8-24 WETW2001 0.075 1960.0 6.0 0-10 PAN 2084.9 40 MIN. SE = 44 0 ,` pvc CADMAN 5/8" MFNUS - (TOP COURSE 1 CLASS B) North Bend I 3X' 1/2" 318' LW 010 440 9200 - 100.0 90.0 80.0 V 70.0 7 60.0 a (. 50.0 - z z a0.o w 30.0 20.0 10.0 0.0 I ♦ i I 100.0 10.0 1.0 GRAIN SIZE (nun) O. 0.0 U.S. SIEVE SIZE METRIC SIEVE SIZE (mm) ACCUM. WT_ RFTAIT'ED ACCUM. % RETAINED ACCI W. % PASSING SPECIFICATION WSDOT y-03.9(3) DATE SAMPLED: 9/24/2007 3/4" 19.0 0.0 0.0 100.0 100 TIME: 1000 1/2" 12.5 198.0 8.6 91.4 80-100 SOURCE: D309/D335/D351/A460/A511 3/8" 9.5 553.6 24.0 76.0 SAMPLED BY: Eric T #4 5.0 1182.1 51.3 48.7 46-66 TESTED BY: Eric T # 10 2-0 1644.8 71.4 28.6 COMMENTS: 940 0.425 1983.7 86.2 13.8 8-24 WET#200 0.075 2145.4 93.2 6.8 0-10 �xv wr. 2302-5 S.E. = 45 40 min. Gravel Backfill for Drains 100.0 90.0 80.0 70.0 'Z. 60.0 I 4 z U 40.0 c] 30.0 20.0 10.0 00 CADMAN A..c A511 BLACK DIAMOND i ' I t i --- --- -- ------- -------- --- ....... ------ ........... 100.0 10.0 1.0 GRAIN SIM (mm) 0.1 U.S. SIEVE SIZE ME'IIi1C SIEVE SIZEfmm AM, Jkl. V•tr. RE-I'MXED ACCUNI. % RITAINED ACCUM. % PASSING SPECIFICATION CADMAN DATE SAMPLED: 12/12/07 1" 25.0 0.0 0.0 100.0 100 TIME: 1330 3/4" 19.0 930.7 9.4 90.6 80-100 SOURC: A51'. ]BLACK DIAMOND 1/2" 12.5 6129.0 61.7 38.3 SAMPLED BY: mi 3/8" 9.5 8353.6 84.1 15.9 10.-40 TESTED BY: NJ #4 4.75 9593.0 96.6 3.4 0-4 COMMENTS: #f8 2.36 9897.2 99.7 0.3 #200 0.075 9924.4 100.0 0.0 0-2 NITIAL DRY NVT. 9928.9 r u 11/29/2007 THU 10:15 FAX ®010/011 Aggregate Sourcc Approval Report � Washington State W!/ Department of Transportation WSDOT MATERIALS LAB Aggregate Source Approval Report Owner: Cadman, Inc. Aggregate Source: PS-D-309 Leasee: Known as: Monroe Quarry Located In: W1/2NW 1/4 Section 19 T27N R7E County: Snohomish Remarks: SEE QS-D-336 FOR QUARRY DATA (i.e. RIP RAP, QUARRY SPALLS) Page 1 of 2 11/21/2007 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 Well Backfill for Sand Drains Bedding Material for Rigid Pipe Badding Material for Thermoplastic Pipe blending Sand Foundation Material for Classes A. B or C Gravel Backtllt for Drains and Drywella Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 02/23/2004 Expiration Date: 02/23/2D09 Drainage: Free R Value: 72 Swell Pressure: 0.1 Currently approved as a source of aggregate for: Bank Run Gravel for Trench Bkfl Gravel Base Acceptance tests need to be performed as necessary Mineral Agg, and Surfacing: Test Date: 02/04/2004 Expiration Date: 02/04/2009 Absorption: Apparent Sp. G.; Bulk Sp. G. (SSD): 2.735 Bulk Sp. G.: Deg: 75 LA: 19 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Scroonings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 02/26/2004 ASR -14 Day: 0,17 ASR - One Year. CCA Absorption. 0.63 FCA Absorption: 1.38 FCA Organics: 1 FCA Sp. G: 2.553 Mortar Strength; Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: D2/04/2004 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2,735 Deg: 75 LA: 19 Expiration Date: 02/26/2009 CCA Sp.G; 2.705 LA: 1 n Expiration Date: Bulk Sp. G.: http://ww--.wsdot.wa.o,ov/biz-/mats/asa/ASAReport.cfin?prefix=D&pit_no=3 09 11 /21 /2007 11/29/2007 THU 10:15 FAX U011/011 Aggregate Source Approval Report Page 2 of 2 contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer, Aggregate Source Approval System Region Operations Region Materials http://www.wsdot.wa.gov/biv)mats/asa/ASAReport.efrn?prefix=D&pit no=309 11/21/2007