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Home My WebLink About5515; VANCOUVER STREET HDD SEWER EXT.; SUBMITTALS; 2013-12-10RECEIVED CITYOFCARLSBAD DEC 112013 TRANSPORTATION DEPARTMENT CM&I DIVISION I•RMVCONSTRUCTION Date-12110/ 2013 City of Carlsbad Numb pr of sets- Contract# 5615 Project- Vancouver Si. Sewer Repair ATTN; Grant Clevia Specification section Number- Subrfllttal Number-16 Identification or deviation from contract docs.- No deviation. I High Mod Epoxy for manhole shafting Mike Vasil PresldentlCEO x 3562 Summit Trail Ct * Carlsbad, California 92010 619-517-5837 PHONE * 760-637-5473 FAX California License #892389 Product Dta Sjieet Edition 6.22.2011 Slkadur 32, HI-Mod :ng Sikadur® 32, Hi-Mod High-modulus, high-strengthi epoxy bonding/grouting adhesive . Description Slkadur 32, HI-Mod, is a multi-purpose, 2-component, 100% solids, moisture-tolerant structural epoxy adhesive. It conforms to the currant ASTM C-881, Types I, Ii, and IV, Grade-2, Class C and MSHTO M.235 er- . specifications. - the •• Where to Use Bond fresh, plastic concrete to hardened concrete and steel. Grout horizontal cracks in structural concrete and wood by gravity feed, . Machinery and 'robotic' baseplate grout. is Structural adhesive for concrete, masonry, metal, wood, etc. 4I Advantages Super-strength bonding/grouting adhesive. Tolerant to moisture before, during and after cure. Excellent adhesion to most structural materials. cial,. "i Convenient easy-to-mix ratio A:B = 11 by volume, an Easy-to-use for bondinglgroutlng applications. Fast initial set; rapid gain to ultimate strengths. USDA-certified for use In food plants. pJ :• Coverage -. .•• --___ Banding Adhesive - I gal, covers approximately 80 sq. ft, on smooth surface. p .. Base Plate Grout- I gal, mixed with 1.6 parts oven-dried aggregate by loose volume yields approximately -. 420 cu. In. of grout. in, Anchoring grout - I gal. yields 231 Cu. of grout .__ .•• • ______ Typical Data (Material and curing conditions @ 73°F (23°C) and O% R.Kj tJLT5 W1AY'61PFE BASED 606t45'I StiCALVffiA'PÔPIS d&NDiNe UPON MIXING MSThODS AND EQUIPMENT, TEMIMIRATUM APPucnOM MSThODS, TEST METl4Ob3, AOTUAL SITE CONDITIONS AND CURING QQNbmONS, Shelf Life 2-years in original, unopened containers, . . Storage Conditions Store dry at 40°46°F (4°-35°C). Condition material to 65°-75°F (18°-24°C) 1 . ' : before using. Color Concrete gray Ise .• . Mixing Ratio Component 'A': Component'B' 1:1 by volume. Viscosity . Approximately 3,000 cpa. : Pot Life Approximately 30 minutes. (60 gram mm). Approximately 22 minutes (350 gram mass, B 02.) Contact Time 40°F (40C)° 12 hrs. 73°F (230C)°: 3-4,5 hrs. 90°F (32°C)°: 1,5-2 hrs ce : • Compressive Modulus, psi 7 day 2.1 X 10' psi (1,449 MPa) Tensile Properties (ASTM D435) Tensile Strength 6,900 MPa) 7 day psi (48 Elongation at Break 1.9% S. 14 day Modulus of Elasticity 5.4 X 10' psi (3,728 MPs) I' . Flexural Properties (ASTM D490) . 14 day Flexural Strength (Modulus of Rupture) 7,000 psi (48.3 MPa) Tangent Modulus of Elasticity in Bending 6.9 X 10' pal (4,800 MPa) ,l Shear 5tranqth (ASTM 0-732) 14 day Shear Strength 6,200 p51 (43 MPa) Water Absorption (ASTM D-51O) 7 day (24 hour immersion) 0.21% - Heat Deflection Temperature (ASTM D-648) 7 day [fiber stress loading 264 psi (1.8 MPa)) I22OF(506C) ,aiedr ndI-. • j4.4" Bond Strength (ASTM C452) • • j•' 2 day (moist cure) Plastic Concrete to Hardened Concrete 1,700 psi (11.7 MPa) ation I Hardened Concrete to Hardened Concrete 2,000 psi (13.8 MPa) AGO. Hardened Concrete to Steel 1,900 pal (13.1 MPa) 14 day (moist cure) Plastlo Concrete to Hardened Concrete 2.200 psi (15.1 MPa) vice and Plastic Concrete to Steel 2,000 psi (13,8 MPa) Hardened Concrete to Hardened Concrete 2,000 psi (13.8 MPa) t the • . Compressive Properties (ASTM 13495) rood abor.. • Compressive Strength, psi (MPa) ILAR • 40°F' (4°C) 73°F' (23°C) 90°F' (32°C) IBLE • 8 hour - 140 (1.0) 1,700 (11.7) • 16 hour - 4,800 (33.1) 7,300 (60.3) I day 30.0 (0.2) 5.700 (39.3) 7,300 (50.3) • 3day 5,300 (36,6) 11,300 (77.9) 10,400(71.7) ' . lday 9,600 (66.2) 11,800 (81.4) 10,400(71.7) • 14 day • 11,900 (82.1) 12,200 (84.1) 10,400(71.7) 28 day 12,600 (86.9) 12,200 (84.1) 10,600(72.4) I " • • Mter1i cured and teurd at the temperatures indicated. .Packaging i,2 and 4gel. units, - How to Use Surface must be clean and sound, it may be dry or damp, but free of standing water. Remove dust, Surface Preparation laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laltee and contaminant No, open textured surface by blasteteaning or other equivalent mechanical means. - Steel - Should be cleaned and prepared thoroughly by blastoleaning. Mixing , Pro-mix each component. Proportion equal parts by volume of Component 'A and Component 'B' into clean pail. Mix thoroughly for 3 minutes with Slice paddle on low-speed (400400 rpm) drill until blend Is a uniform color. Mix only that quantity that can be applied within Its pot life. Application To bond fresh concrete to hardened concrete -Apply by. brush, roller, broom or spray. Place fresh concrete while Sikadur 32, Hi-Mod, is atill tacky. If coating becomes glossy and loses tackiness, remove an surface contaminants then recoat with additional Slkadur 32 Hi-Mod, and proceed. To grout baseplates -Add up to 11/2 parts of oven-dried aggregate to 1 part of mixed Sikadur 32, HI-Mt by volume. Place grout under baseplate. Avoid contact with the underside of the plate. A 1/4 to 3/8 in. (6 ti f 10 mm) space should remain between the top of the grout and the bottom of the plate Maximum thickness of grout per lift Is 1.5 in (35 mm) if multiple lifts are needed allow preceding layer to The 1/4 to In. to 10 be C cool to touch before applying additional layer. remaining 3/8 (6 mm) apace should level filled with neat Sllcadur 32 Hi Mod Pour a sufficient quantity of neat epoxy to allow the to rise slightly 4 higher than the underside of the bearing plate To gravity feed cracks Pour neat material into vee..notched crack Continue placement untii completely filled Seal underside of slab prior to filling if cracks reflect through -. AX. , Limitations Minimum substrate and ambient temperature 40F (4°C) '4 4/ . For spray applications consult Technical Service at 800-933-7452 c''-wWo . Use only oven dry aggregate Material is or vapor barrier after cure . For applications on exterior, on-grade substrates consult Technical Services at 800-933-7462. ".' Do not apply over wet glistening surface In UV i Not an aesthetic product Color may alter due to variations lighting and/or exposure WiEng Component A' IRRITANT, SENSITIZER Contains epoxy resin nonyl phenol Can cause skin Eye Irritant May Irritation Harmful If sensitization after prolonged or repeated contact cause respiratory swallowed. Component 1111'. CORROSIVE; IRRITANT; SENSITiZER - Contains amines, silica (quartz), and benzyialcohoi nonyl phenol. Contact with eyes or skin causes severe bums. Can cause skin sensitization after prolonged or repeated contact. Skin/respiratory/eye Irritant. Harmful If swallowed. Deliberate concentration of vapors of Component Aor B for purposes of inhalation Is harmful and can be fatal. Cured material, If sanded, may result in exposure to a chemical known to the state of California to cause cancer. Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for '15 minutes with soap and water. Inhalation: Remove person to fresh al Ingestion: Do not Induce vomiting. In all cases, contact a physician Immediately if symptoms persist Wear chemical resistant gloves/goggles/clothing. Ventilate area. In absence of Edequate general and bc exhaust ventilation, use a property filled NIOSH respirator. Confine split. Collect with absorbent material, Dispose of in accordance with current, applicable local, state and federal regulations. Uncured material be removed with solvent. Strictly follow manufacturer's warnings and Instructions for use. Cured material can only be removed mechanically. Handling &Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves/goggles/clothing. Use only with adequate ventilation, in absence of adequate general and local exhaust ventIlation, use a properly filled NIOSH respirator. Wash thoroughly after-handling product. Launder clothing before reuse. Store In a c dry well ventilated area. - KESP cowrAiNER Twim.Y CLOSES • KEEP OUT or REACH OP Ct$Ii,0EN • NOT FOR fiNAl CONSUM Wf101I -FOR INDUSiBIAl. USS ONIY AJJ Inionretlon provided by Ste Corporation CS1k) concurflbtg Ste pradutta, indudlea but not limited to, any rccommendatlona and advice inlating I' application and use of Ste products, Is given in goad faith based on SIlta'e etpeotenoa and knowledge of Ito Products when property Stored, ban and applied under normal conditions In accordance with Sire's Inettuctons. Inpracitce, the differences In materials ubatr8t85, storage and handling ci tIone, ectual ails conditions and oflier factors outaide of 8lka'a conuol era Suchitiat Sire aesumes no itablity for the proUlelon Qf&Uth Informa t l e r t a d racormvtlendadons of instructions related to Its products, not shall any Iegei relationship be crested by or arise from the provision of such Information, ad raconimendalions or Instructions related to Its products. The user at the Sla.prcduct(e) must test the product(a) for suitability for the intende d a p p r e and purpose before proceeding with the full eppfaatlon of the prOduct(e). $te reeeivee the right to change the properties of its products without IN .. ,, All sales of Ste produot(e) are subject to its current terms and conditions of sets which are "Iable at oftalkausa.pam or by rating 800-9334 Prior toeach use af any Slim prod uctthe user must cwreyereadand tallow the warnings and inevuctionsos the praduetle moetcurcondllech OilS sheet, product label and MatniaI Safety Data Sheet which are avaflebla oflhltie at w1.alksuea.cant or by calling SiNe's Technical So Department at 6043-7452. Nothing contained In any SINe metertali relieves the user of the obligation to raid and tallow the Werning5 InetnucUon for each Slits produataesetforth In the cttnvntTeehnicaI Oats Sheet, product label and Material Safety Date Shot pri o r t o p r o d u c t LIMITED WARRANW On warrants this product for one year from data of Installation to be free from manufacturing defeats and to mae technical properties on the current Technical Data Sheet If 'mad as directed within shelf itfa user determines sultabflily of product for Into use and assumaa all risks. Buyer's sole remedy abet be iimlted to the purcliesa.sdce of reolacament of product exciuBtee of lab& or cost of I Idtt our website atw.trN,élksuaa.oam 800-933SlKANATlQNWIbE Regional Information and SaIGS Centers For the location of your nearest Silts sates office contact your regional center 51kB Corperatlon 201 PIItoAvenue SlitS Canada InS. 601 DelmarAverrue Sika Mxlcana SA. de C.V. CarmteraLibrecetaya Km. 8.5 •.. '-W Lyndhurst, NJ 07071 Points Claire Freoc. Induafrial Sal vanere Phone: 800-933-7452 Quebec MOR4AS Conegldona Queretaro Pax: 201.9334225 Phone: 814-697-2610 C.P. 78920 . Fax; 514-694-2792 Phone: 52 442 2385800 SItu and SSi55omm5leWOdtnadn- ax 52 442225053 marks. printed lnCanada. ' RECEIVED CITYOFCARLSE3AD flEC 11203 11111 DWISION 11RMV0ONSTRU0h0 Date12I10/2013 NumberofSets. 1 Project- Vancouver St. Sewer Repair Specification section Number- Submittal Number-17 Jdentffication or deviation from contract does, No deviation. 1 Masonry Mortor for manhole shafting City of Carlsbad Contract # 5515 ATTN; Grant Clevia Mike Vasil President/CEO x 3562 Summit Trail Ct Carlsbad, California 92010 619-517-5837 PHONE * 760-637-5473 FAX California License #892389 CEMENT & CONCREIE PRODUCTS— Masonry Mortars MATERIAL SAFETY DATA SHEET (Complies with OSHA 29 CFR 1910.1200) SECTION ],.PRODUCT IDENTIFICATION The QUIXRETEO Companies One Securities Centre 3490 Piedmont Road, Suite 1300 Atlanta, GA 30329 MSDS El Revision': May-12 QU1KRETE Product Name code # MORTAR MIX 1102 MASON MIX 1136 GLASS BLOCK MORTAR 1610 Emergency Telephone Number (770) 216-9580 Information Telephone Number (770) 216-9580 ROOF TILE MORTAR 1140 CSC-4 1191-84 VENEER-STONE MORTAR 1137 POLYMER MODIFIED VENEER STONE MORTAR 1137.85 QUIKRTE PRO-FINISH BLENDED MORTAR MIX 1136-56 ALL-STAR MORTAR MIX 1122 ALL-STAR MASON MIX 1136 ALL-STAR VENEER STONE MORTAR 1137 HANDICRETE MORTAR MIX NATURAL STONE MORTAR RED-E-CRETE MORTAR BULK MASONRY MORTARS MIX IOIM, 102 S, 104 N. 112 M, 112 N, 112 S, 122 M, 122 N, 122 S. 132 8,142,201 M. 202 PLN, 202 S 203 PLS, 2036, 203 N, 204 N, 205 P/L type 0 203 M. 212 M. 212 N. 212 S. 222 M, 222S, 253 S, 294 N PRODUCT USE: MASONRY MORTARS FOR CONSTRUCTION WITH BLOCK, BRICK, VENEER STONES, ETC. SECTION II- HAZARD IDENTIFICATION Route() of Entry: Inhalation, Skin, Ingestion Acute Exposure: Product becomes alkaline when exposed to moisture. Exposure can dry the skin, cause alkali burns and affect the mucous membranes. Dust can irritate the eyes and upper respiratory system. Toxic effects noted in animals include, for acute exposures, alveolar damage with pulmonary edema. Chronic Exposure: Dust oan cause inflammation of the lining tissue of the interior of the nose and inflammation of the cornea. Hypersensitive individuals may develop an allergic dermatitis. Carcinógenicity; Since Portland cement and blended cements are manufactured from raw materials mined from the earth (limestone, marl, sand, shale, etc.) and process heat Is provided by burning fossil fuels, trace, but detectable, amounts of naturally occurring, and possibly harmful, elements may be found during chemical ONE SEC1J.1dTIESMNTRA349Q PIMONTROA.D NE, SUITE 004ATLANTA, CA 30305 TEL 404.634-9100 WWJ,IIKRETE.00M CEMENT & CONCREW PRODUCTS" analysis, Under ASTM standards, Portland cement may contain 0.75 % insoluble residue. A fraction of these residues may be free crystalline silica. Respirable crystalline silica (quartz) can cause silicosis, a fibrosis (scarring) of the lungs and possibly cancer. There is evidence that exposure to respirable silica or the disease silicosis is associated with an increased Incidence of Scieroderma, tuberculosis and kidney disorders. Carcinogenicity Listings: NTP: OSHA: IARC Monographs: California Proposition 65: Known carcinogen Not listed as a carcinogen Group I Carcinogen Known carcinogen NTP: The National Toxicology Program, in its "Ninth Report on Carcinogens" (released May 15, 2000) concluded that "Respirable crystalline silica (RCS), primarily quartz dusts occurring in Industrial and occupational settings, Is known to be a human carcinogen, based on sufficient evidence of carcinogenicity from studies In humans indicating a causal relationship between exposure to RCS and increased lung cancer rates in workers exposed to crystalline silica dust (reviewed in IAC, 1997; Brown at al., 1997; Hind at al., 1997) IARC: The International Agency for Research on Cancer ("IARC") concluded that there was "sufficient evidence in humans for the carcinogenicity of crystalline silica In the forms of quartz or cristobalite from occupational sources', and that there Is "sufficient evidence in experimental animals for the carcinogenicity of quartz or cristobalite," The overall IARC evaluation was that "crystalline silica inhaled In the form of quartz or cristobalite from occupational sources is carcinogenic to humans (Group 1)." The IARC evaluation noted that "carcinogenicity was not detected in all industrial circumstances or studies. Carcinogenicity may be dependent on inherent characteristics of the crystalline silica or on external factors affecting its biological activity or distribution of its polymorphs." For further information on the IARC evaluation, see IARC Monoaràohs on Jbp Evaluation of carcinogenic Risk to Humaps, Volume 68 "Silica, Some Silicates.' (1997) Signs and Symptoms of Exposure: Symptoms of excessive, exposure to the dust include shortness of breath ind reduced pulmonary function. Excessive exposure to skin and eyes especially when mixed with water can cause caustic burns as severe as third degree. Medical Conditions Generally Aggravated by Exposure: Individuals with sensitive skin and with pulmonary and/or respiratory disease, including, but not limited to, asthma and bronchitis, or subject to eye irritation, should be precluded from exposure. Exposure to crystalline silica or the disease silicosis is associated with increased incidence of scleroderma, Tuberculosis and possibly Increased incidence of kidney lesions. Chronic Exposure: Dust can cause inflammation of the lining tissue of the interior of the nose and inflammation of the cornea. Hypersensitive individuals may develop an allergic dermatitis. (May contain trace (<P.05 %) amounts of chromium salts or compounds including hexavalent chromium, or other metals found to be hazardous or toxic in some chemical forms. These metals are mostly present as trace substitutions within the principal minerals) Medical Conditions Generally Aggravated by Exposure: individuals with sensitive skin and with pulmonary and/or respiratory disease, including, but not limited to, asthma and bronchitis, or subject to eye irritation., should be precluded from exposure. SECTION III - HAZARDOUS INGREDIENTS/IDENTITY INFORMATION HazardOus Components CAS No. PEL (OSHA) TLV (ACGIH) ONE MURTIESCENTRk M RE)MONTROAD NF, SUITE 130 A1UNTA, (V., 30305 . TEL 04430100 JNQTE.COM CEMENT & CONCRETE PRODUC1S mg/M3 mg/M3 Portland. Cement 65997-15-1 5 5 Silica Sand, crystalline 14808-60-7 -- .10 0,05 (respirable) %SiO2+2 May cortaIn one or more of the following Ingredients: Lime : 0130562.0 . 5 5 Pulverized Limestone 01317-65-3 5 5 Iron Oxide Pigments 01309-37-1 5 5 Clay 01332-58-7 5 . . 5 Other Limits: National Institute for Occupational Safety .and Health (NIOSH). Recommended standard maximum permissible concentration-0.05 mg/M3 (respirable free silica) as determined by a full-shift sample up to 10-hour working day, 40-hour work week. See NIOSH Criteria for a Recommended Standard Occupational Exposure to Crystalline Silica. SECTION IV - First Aid Measures Eyes: immediately flush eye thoroughly with water. Continue flushing eye for at least 15 minutes, including under lids, to remove all particles. Call physician immediately. Skin; Wash skin with cool water and pH-neutral soap or a mild detergent. Seek medical treatment if irritation or inflanimatlon develops or persists. Seek immediate medical treatment in the event of burns. lnhalatibn: Remove person to fresh air. If breathing is difficult, administer oxygen. If not breathing, give artificial 'respiration. Seek medical help If coughing and other symptoms do not subside. Inhalations of large amounts of Portland cement require immediate medical attention. Ingestion: Do not induce vomiting. if conscious, have the victim drink plenty of water and call a physician immediately. SECTION - FIRE AND EXPLOSION HAZARD DATA Flammability: Noncombustible and not explosive. Auto-Ignition Temperature: Not Applicable Flash Points: Not Applicable SECTION VI— ACCIDENTAL RELEASE MEASURES -. If spilled, use dustless methods (vacuum) and place Into covered container for disposal (if not contaminated or wet). Use adequate ventilation to keep exposure to airborne contaminants below the exposure limit. - SECTION VII - PRECAUTIONS FOR SAFE HANDLING AND STORAGE Do not allow water to contact the product until time of use. DO NOT BREATHE DUST. In dusty environnents, the use of an OSHA, MSHA or NIOSH approved respirator and tight fitting goggles is recommended. SECTION VilI - EXPOSURE CONTROL MEASURES ON SECUJU1ES CENTRE, 3480 RMMONTROAD NE, SUITE 1504 ATLANTA, GA 30306 TEL 4I44344100 WWN.Q(OKRETE.COM MATERIAL SAFETY DATA SHEET CEMENT & OrJcRETEPRoDucrS' Engineering Controls: Local exhaust can be used, if necessary, to control airborne dust levels. Personal Protection: The use of barrier creams or impervious gloves, boots and clothing to protect the skin from coçitact is recommended. Following work, workers should shower with soap and water. Precautions must be: observed because bums occur with little warning -- little heat is sensed. WARN EMPLOYEES AND/OR CUSTOMERS OF THE HAZARDS AND REQUIRED OSHA PRECAUTIONS ASSOCIATED WITH THE USE OF THIS PRODUCT. Exposure Limits: Consult local authorities for acceptable exposure limits SECTION IX - PHYSICAL/CHEMICAL CHARACTERISTICS Appearance: Gray to gray-brown colored powder; Specific Gravity: 2.6 to 3.15 Melting Point: >2700°F Boiling Point: "27O0°F Vapor Pressure: Not Available Vapor Density: Not Available Evaporation Rate: Not Available Solubility in Water: Slight Odor: Not Available - SECTION X REACTIVITY DATA Stability; Stable. Incompatibility (Materials to Avoid): Contact of silica with powerful oxidizing agents such as fluorine, ch$orinetrifIuoride, manganese trioxide, or oxygen difluoride may cause fires Hazardous Decomposition or By-products: Silica will dissolve in Hydrofluoric Acid and produce a corrosive gas - silicon tetrafluoride. Hazardous Polymerization: Will Not Occur. Condition to Avoid: Keep dry until used to preserve product utility. SECTION XI— TOXICOLOGICAL INFORMATION -- Routes of Entry: Inhalation, Ingestion Toxicity to Animals: 1-050: Not Available LC50: Not Available Chronic; Effects on Humans: Conditions aggravated by exposure include eye disease, skin disorders and Chronic Respiratory conditions.' Special Remarks on Toxicity: Not Available SECTION XII - ECOLOGICAL INFORMATION Ecotox1lty: Not Available BOD5 and COD: Not Available Products of Biodegradation: Not available Toxicity, of the Products of Biodegradation: Not available SpecialRemarks on the Products of Biodegradation: Not available SECTION Xlii - DISPOSAL CONSIDERATIONS ONE sacI$RJ11Es cEN1RF 3490 PIEDMONTROADNE, SUITE 130 ATLANTA, GA 30345 1L 404434.9100 WWJH(RETE.00M CEMENT & Cor.rCRErE PRODUCTS" Waste Pisposal Method: The packaging and material may be land filled; however, material should be covered to minimize generation of airborne dust. This product is £191 classified as a hazardous waste under the authority of the RCRA (40CFR 261) or CERCLA (40CFR 117&302). SECTION XIV - TRANSPORT INFORMATION -. Not hazardous under U.S. DOT and TDG regulations. SECTION XV - OTHER REGULATORY INFORMATION US OSHA 29CFR 19101200: Considered hazardous under this regulation and should be included In the employers' hazard communication program SARA (Title Ill) Sections 311 & 312; Qualifies as a hazardous substance with delayed health effects SARA (Title Iii) Section 313: Not subject to reporting requirements TSA (May 1997): Some substances are on the TSCA Inventory list Federal' Hazardous Substances Act: Is a hazardous substance subject to statues promulgated under the subject act California Regulation: WARNING: This product contains chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. Canadian Environmental Protection Act: Not listed Canadian WHMIS: Considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations (Class D2A, E- Corrosive Material) and subject to the requirements of Health Canada's Workplace Hazardous Material Information (WHMIS). This product has been classified according to the hazard criteria of the Controlled Products Regulation (CPR). This document- compiles with the WHMIS requirements of the Hazardous Products Act (HPA) and the CPR. SECTION XVI— OTHER INFORMATION HMlS-111:: Health - 0 = No significant health risk 1 = Irritation or minor reversible injury possible 2 = Temporary or minor injury possible 3 = Major injury possible unless prompt action is taken 4 = Life threatening, major or permanent damage possible Flammability- 0 Material will not bum I = Material must be preheated before Ignition will occur 2 = Material must be exposed to high temperatures before ignition 3 = Material capable of ignition under normal temperatures 4 = Flammable gases or very volatile liquids; may ignite spontaneously Physical Hazard- 0 Material is normally stable, even under fire conditions I = Material normally stable but may become unstable at high temps 2 Materials that are unstable and may undergo react at room temp 3 = Materials that may form explosive mixtures with water 4 = Materials that are readily capable of explosive water reaction Abbreviations: ACGIH American Conference of Government Industrial Hygienists ONE SECUMIESCENTRIOM RMCNTRD NE SUITE 1304 A1IANTA, CA 30305 TEL 404-8344100 W.WI.QUITE.COM hlflal ii p a , P.5.5 PSiP cEMENT & CONCRETE PRODUCTS' Engineering Controls: Local exhaust can be used, if necessary, to control airborne dust levels. Personál Protection: The use of barrier creams or impervious gloves, boots and clothing to protect the skin from cotact Is recommended. Following work, workers should shower with soap and water. Precautions must be; observed because bums occur with little warning -- little heat is sensed. WARN EMPLOYEES AND/OR CUSTOMERS OF THE HAZARDS AND REQUIRED OSHA PRECAUTIONS ASSOCIATED WITH THE USE OF THIS PRODUCT. Exposure Limits: Consult local authorities for acceptable exposure limits SECTION IX - PHYSICALJCHEMICAL CHARACTERISTICS Appearance; Gray to gray-brown colored powder; Speclfià Gravity: 2.6 to 3.15 Melting Point: >2700°F Boiling Point: >2700°F Vapor Pressure: Not Available Vapor Density: Not Available Evaporation Rate: Not Available Solubility in Water., Slight . Odor: Not Available - SECTION X - REACTIVITY DATA Stability; Stable. Incompatibility (Materials to Avoid): Contact of silica with powerful oxidizing agents such as fluorine, chlortnetrifluoride, manganese trioxide, or oxygen difluoride may cause fires Hazardous Decomposition or By-products: Silica will dissolve In Hydrofluoric Acid and produce a corrosivegas — silicon tetrafluoride. Hazardous Polymerization: Will Not Occur. Condition to Avoid: Keep dry until used to preserve product utility. - SECTION XI— TOXICOLOGICAL INFORMATION Routes of Entry: Inhalation, Ingestion Toxicity to Animals: LD50; Not Available LC50: Not Available Chronic Effects on Humans: Conditions aggravated by exposure include eye disease, skin disorders and Chronic Respiratory conditions. Special Remarks on Toxicity: Not Available SECTION XII — ECOLOGICAL INFORMATION - Ecotoxi:city: Not Available B005 and COD: Not Available Products of Biodegradation: Not available Toxicity, of the Products of Biodegradation: Not available speciafl Remarks on the Products of Biodegradation: Not available SECTION XIII— DISPOSAL CONSIDERATIONS ONE SECTIES CENW.E 3490 REDMONTROADNE SUITE 1304ATLANTA, GA 30305 TEL 404434.9100 WWW.CUKRETE.COM City of Carlsbad - Utilities Dept. - Engineering Submittal Comments Project: Vancouver St HDD Sewer Extension Project No.: 5515 Submittal Description: , Submittal No.: , Date Received By Eng Div: Date Reviewed: Reviewer: Mark Biskup MENTS: CITY OF CARLSBAD SHOP DRAWING REVIEW THE APPROVAL BY THE ENGINEER OF ANY SHOP OR WORKING DRAWING (OR OF ANY DRAWING OF THE CONTRACTORS PLANT OR EQUIPMENT) SHALL NOT IN ANY WAY BE DEEMED TO RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL SUCH APPROVAL RELEASE THE CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY PROVISION IN THE FOAM OF CONTRACT. M REJECTED/RESUBMIT U AMEND AND RESUBMIT U MAKE CORRECTIONS NOTED Z NO EXCEPTIONS TAKEN BY: LJ DATE:.j,k/ /1 V File: Date.1211fl2013 Number of sets- I P8ct- Vanauver St. Sewer Repair SpecMcabon section Number- Submdtat Number-18 Idenilfication or deviation from contract dàcs.- No devWon. I HI MOD EPDXY COAT 'TO COAT ALL GROUTED AREAS atyofCal" Con# 515 ATTPt Grant Qevia Mike Vasil President/CEO x 3562 Summit Trail Ct Carlsbad, California 92010 619-517-5837 PHONE * 760-637-5473 FAX California Ucense #892389 PdtDsto 8hset Edition 8.12011 --Slkadur32,Hi.Mod Sikadur® 32, Hi-Mod High-modulus, high-strength, epoxy bonding/grouting adhesive ; . SIt.duw32. I4Mod. is a mt80putpose. 2-component. 100% oft mo11tae4o1.ra* situI%at sp*y asul. It canton". to I'. aIIiIItASTM C481. 1pes I. H, and V. Gtsde-2. Class C .ndMSHTO M-235 spld8cstlonS. YAiseaIaUss 8onae&canatsbdsnedGonUs lip .nddeal. God hodwald cracks i utaIconai*and wood bygvndtybed. M.d*uy.ndbo9bsss.r4aisgrcit N Sbudzaal ash'. for unasis, mssoniy, mslal, wood, etc. Mvautugss Siçon.sbsmfl Wn**Vaft adhesive. bsm,dtonhnbntore,d%*.wd s6sran. E3'.madialuo mod sPucWa*d*. Canveitisifl uy494ft '.10kB • 1:1 by vokine. Ea ntnd1iga111kal&,I. • USDIad for us.i food plai*s. Covsmgs Bonding Admelm -1 gaL coma .pai mil , Mob So sq. an smooth saaon. Boss ftkb Gom4- I gaL mbod w1h 1.5 peft ngets by loose vahins yldft"W=knaft - -'- 420 ai. hi. c(oit i.lng grad -1gaLylsioI23I aihi.afgomt Tyl Data at, das*aonioO 73f (WJ an%R.It) $hsl LBs 2 ysom Inn 1001. unopened ooiWwis. Stasigs Conditions Slam dry at 40-15'F (4-35C). Condition 1 .dal to W.WP (lr.WC) hetone oslag. Color Conorela m Maine ROb Component 'k Component B' • 1:1 by volume. VIsaosy App.u*bnalSly 3.000 cps. Pal Ulo *Ig30n*siOgiam mass). Apol 4nduly nlmdas. (350g1a0n. S.) ComisctTkns 40'P (VC)': 12 lie. 7F (23'C): 3.4.5 iii. 10'P (32Cr: 1.5.2 his Compsssstvs Modulus, psi 7 day 2.1 X 10' pal (1.449 RIP.) Ysilik Piupaitisa (AIiM D.13$) iday lbnsk$bsiçth 8.900 psi (48MPs) Elongation at BruIt 19% 146ay Molo(Elsstidly 5.4X10'pil(3.728R9$ Pisaumi PropsiBss (AIM 0480) 14 day Fhoant Sbenh (ModAl of Ib3pbn) 7j100 psI (48.3 MPS) lhogsit Modulus of Elashicly hi Binding 6.9 X 10' psI (4.800 RIPe) Obw trsnglh (AIIM 0432) 14 day Shear S$vr.gti 6.200 psi (43 .#a) tstAb.oe$Ion (AIM 0470) 7 day (24 hour knmsrshon) 0.21% HM DuBoctien T..uwatiis (AIM 044$) 7 day [Ow stm$s loadIng 284 pat (1.5 MPU)I 122w (500C) ond lban$h OWN 2 day (moist aiim) PlasIc Concnd. to Kaidened Conails 1.700 pal (11.7 RIPS) Hanhened Canasta to Hadaned Concreto 2.000 psI (13.8 I) Hadenud Canasta to Sisal 1.900 psI (13.1 RIPS) 14 day (moist cius) PissloCanada to Hsvdaned Concrete 2.200 psI (15.1 Pea) PisaticCanada is Sail 2,000 psI (13.8 Ira) Hwdsned Concrete to Haidened Canasta 2.000 psi (13.8 UPs) B l cOmpmS*IV.PTOpsi1IIS (AIIM 0488) ca,npmsslvs $*tsii. psi (UP.) 40,. 7rr (2C) Orr (3C) Shout - 140(1.0) 1,700(11.7) 1$ hour - 4,800(33.1) 7.300(50.3) I day 30.0(0.2) 5.700(39.3) 7.300(50.3) sday 5.300 (AS) 11.300 (77.9) 10A00(7t.7) 7d.y 9.800(88.2) 11.800(81.4) 10.400(71.7) 14 day 11.900(82.1) 12.200(84.1) 10.400(71.7) 28 day 12,000 (08.9) 12.200(84.1) 10.600(72.4) - tS1NdMa.W*flSId Psc1ng 1.2lnd4 SM. units. How to Use Wface nxist be din and sound. It iney be thy or damp. ix* Ire. ciatn*ig w*uiRarnowedust, Sudice P .iatloa lallance. wasse. aa5compcsmda wwus and siy other and nbieda. Pr.,a..UonWe& Cuw. Should be deausd sat prepared to silsie laltaniie sat by $ lt*1g OUI.qiMlent methanicel muin Stiel Sboi*i be deonud and prupsed Owntoly by MnkWft. PC Madag Pv,cilz auth e a ip A PrOMWn equal pate by vobans ciCo.apansrt'A' sat Component $' Into dean pat Mix thomuetey for 3 iatmdas with Slits pacift on lowipsad (400600 rpm) thIli onS blend I• tdfcnn ndor Mat ody to qunSly that can be appOedwlb polite. - Appestfen To bond fresh Concrete to hssdiusd concrete -Apply by bnad's. mter broom orspmy Mees fresh - concmte wMs Sthathr 32. HiMod, Is athitadly. Icosting be..o1.s glassy aid lass Iscidness. ismove any anle lien recoat with .ds$bonsl SIcadur32 POliod, aid groused. • To grodbuuip*u - Add tp to 1112 pate of osenddsd ag.aix to I pat of Mod Sstht32. P0Mod. 4 by volume. Pixcogra* srt- Avold contatwflidswidsrstdeoilie plate. AI!4 to 313 In. (etc £ 10mm) ppsoe should remuS's b.lpson the top of the pord and his balom cliii plate. Itonnian unaco of gout per lift Is 1J In. (33mm) Nandi* ifts ate needed. abow p.Lg toysrto .' '• cod to louth baler. applying uiianal layer. The iam.b*ig 114 to 316 b's. (S to 10 an) spare should be Mod wli nest Shader 32 HMSO. Port a srfldent quanatyof neat apoxy to allow its tewi to due sty hlglw Sian the underside of bowing plate. • Togm'vlty fond credre Port neat mstedal Into voenoWwd usdt. Conitais pleosment cr16 Mod. Saidundalfte id slab prior ixub,g If aidor Med hvorh. E? UrAwcas I**i iistmte and Mblesltsniathte 400F (4C). a For spray apploodons. sensiatisdatcal Service at 800433-7452. '. * a Use or*eraui.y.ggogst$. Materiel Is bailer vopor slier an. * • . For sp.naoncon 1138 Ir, on.grade arbitrates. consr*dv*al Service. at 8004337432. Do notapplyovorwaI..teriIgswtere. ' a Nolan ess2ndcpmdud. Color may alter due to hUonain inner W'p'. - Warning Coraponurit A'- MWAUP. 8amnER - antubisipoxy resin. nonI ghuiel. Ca's cities skin aen.Ilk.lcn after prolonged or repeated canted. Eye bitted. May ase ,espbatcry iti114u.. Horn*a I Lz. 1 do, cl Cenipunust 'B'- COMOSIV! IRTAH1 SENS1T2 -Combats Sfl*tsS. (qUaita) and ' benzIidodiol nariyl phond. Ccsladwllh &M orit'sauseu some brats. Con cause sMo ain-atIo'i our prolonged or rspealad ccrdecL Skk*espfltorylsye kitaiL HatmiW If sealiosed. Dmsnde ooncemlredonofvapors alCom$oadAcr B for puiposes olkitendon ix hann*zl and con be lend. Qnd material, handed. may result In sxpcswslo a dismIss) known to the state of Culbota to onse csncei First Aid Eyow Hold eyedds spat andthish thoroughly islet water for 16 'sine. Skkw Removo ad.A..ted dil*is. 'man itiet itcionelly b 15 rolmiles wfth soan and waler. W-icw Remois reman to tesh ii. cissi up wawonsrms resistant gcrswooggmsfdcmlng. wniiaie area. it aaaenoo or aesqus, gesisra am mcii aithaurllation. see grupsity Med P6OSH mepVstos Confine "M Ccled with absorbent ik materiaL Dispose of In saw dsnne isthaxteri, applicable local, stale and federalregidulons. Unand material can J be rimmed *10 sobent. Skidly blow mamdkclwers waning. and Mstzudioraforum. Cand material con aitybs arm vsdmed1anlM At1Th Handling Storage Avoid direct canhad with skin and es. Yshordismicel reSIstant alovos l*ts. Use only *5's adequate vuntliutlom. In absence of adequate osnem) and lacalsithausit= see proosty teed s• NIOSH re.gbatar. 'm$h thoroughly ster hans5ng produd. Launder doling bide tess. Sd. In a cool - drywelivor16sted.ma. 15mW *ANTsi 5*. a a. pmor San em_was am tanone Ofto am w am us i *. emuam Ore - I .4 a 50.515*. Iii., dN.ulflsl em 555uiUw so Me. iewcaartu i-uscaaisatsanassse . 5*$satkL,_ew6*aissCsu IW SwednaftIL s$c.ps4l 201 Pc5*mmo NJ 50071 $*.Cs.45 ler. 501 Drw. Psamcss US VMdtM 5a do CM CrMrelbi Cd*alte U Fa ito5Ii5*ass 2 • - . Renr 500.933.7452 Far 201.9331225 atSCHiR4Ah P01.W514127.331O rn,11IJ...., OusmuSo _______ C.P.lin - Far 5144104.27as rvinw. 524422556300 Far 934422250631 ___ IRMVCONSTRUCTION City of Carlsbad Contract# 5515 ATm: Grant Clevia Date-l/ 19/2014 Number of sets- Project- Vancouver St Sewer Repair Specification section Number- Submittal Number-20 Identification or deviation from contract docs.- No deviation. 1 1 On hdpe grey 'interior" black "exterior" SD 9 pipe Mike Vasil President/ '< V.. 3562 Summit Trail Ct * Carlsbad, California 92010 dft 619-517-5837 PHONE * 760-6375473 FAX California Ucense #892389 L1ght color 1nrior WLi03Cmcor&1" . 0 M, -a Polyethylene Pipe for Sewer or Wastewater + Enhances video inspection and lateral tap locating with a light color interior surface t Interior colors - light gray (standard), white, light green, lavender 4 UV protected black pipe for outdoor storage, or long-term surface or above grade service + PE3608/PE3408 or PE4710 $ Fully pressure-rated for force main applications 4 Install by direct burial, sliplining, insertion renewal, pipe bursting, horizontal directional drilling plowing, planting, surface, suspended, marine + IPS 8 through 18; DIPS 6 through 16 + 40 ft or 50 ft lengths ' Meets ASIM F714, ASTM 03035, AWWA C906 Black PE Pipe Pressure-Rated - UV Protected P60/PE340 6 or PE471O "No-Leak" heat fusion Joints + 00 color stripes also available CPERPLANV 2016 Ncdi Pfte Road. P.0,90 1120 • F,69, WY 82644. Cuftcinar 69r4c 107.4124000 . Fox; 301.4726200 CEOARCITYPLANTAWY41tihwaY56 • P.O. ON 627 q Cadar City. UT 84721 c Cuxtonxr Svvlca: 436•807-8903 a Pox: 43$485-2703 RZA0ETHV'iN PLANT: 2151 MOM Road • EzbO8l!own1KY 42102. Guolo'w $riIce: 276 84020 • F11 270765.1030 SOME PLANT: I110 Old WtsoRoad. PC Box 32 • Bcfe, TX 76230' C,ctouvSev!c.: 94M725300 • Fax 94047MO4. SNYDER PLANT: 2160 South 6iisneas 84- Snyder 1X 19549. Custonier Suiko 326.814.6100 CROSSFIEL.D PLANT; P.O. Box 660. 1030 Wext0ii 04te • Cross6efd, AS TOM USA Canada • CUSlornot Sevco 403.9404202 • Fez 403148.0152 . ISO 5001:2008 Ce,dfliecs peppe Pt. FM W1103.0412 Rev. Apr 2012 Supersedes all previous ediitona 020112 WL Ploalics Corp - wrnv.vIpfosllcs.com Page 1 at I WLI068 PE4710 PIPE COMPOUND pk Pbkt fr P4.. P1s 4fl@ P4* Gund WL Plastics PE47I0 pipe is manufactured from pressure rated PE4710 polyethylene compounds that meat or exceed ASTM 0 3360 requirements and Cell Classification PE446574C. WL Plastics PE4710 compound meets or exceed ASTM 03360 requirements and Cell Classification PE345464C and materiel code designations PE3808 and PE3408 o WL Plastics PE4710 polyethylene pipe compounds are Listed by PPI In TR-4 and are stress rated for pressure pipe with PPI HDS ratings for water at 73°F (236C) and PPI HDB ratings at 73°F (23°C) and 140°F (6(°C) WI. Plastics PE4710 exceeds PP) TR.3 and ASTM 03350 SCG resistance requirements per ASTM F 1473 (PENT). WL Plastics PE4710 ductility is substantiated with greater than 438,300 hours (50 years) at 73°F (23°C) before the onset of SCG. For potable water service, WI Plastics PE4710 black polyethylene compounds are certified to NSF-81 Phy5fcal PYope4v - - Thet Method -- ryplaal Ve!ud' Cell classification (bleak compound) ASTM D3350 PE445574C Melt Indey (190/2.15) A$TM 01238 0.1 all Omin High Load Melt Index(190/21.6) ASTM D1238 4 —20 gilt) rain RE Density with 2% minimum carbon black (7$°F/23°Q) Tensile sltenth at yield (2 In/l'nln: 739F/23°C) Tensile elongation (2 Inknln; 73°F/236C) Flexural modulus (73'F/23°C) SCO Reslstenc.e, PENT (80°C, 2.4 MPa) Thermal stablilty Bttttleness temperature Thermal eipsnsion coeflicient at 140°F (809C) HDSWI for water at 73°F (23°C) HOG for water at 140°F (80°C) ASTM 0792 ASTM 0638 ASTM 0838 A$TM 0700 ASTM F1473 ASTM 03350 ASTM D748 ASTM 0698 ASTM 028371PP1 TR-3 ASTM 02837/PPI TR3 ASTM 028370P1 TR4 0.060 gloms 3500 C 4000 pal >700% 110,000 C 180.000 psi >250Oh >4281F (>220°C) c.1 03°F (C-75°C) Ox 10°lnJIW°F 1000 psi (6.9 MPa) 1000 psi (8.9 MPa) 630 Psi (4.3 MPa) RCP Resistance, Critical Pressure at 32°F (0°C) 180 13477 >174 pal (>1.2 MPa)14' RCP Resistance, Critical Temp. at 72,5 psi (0.5 MPa) 180 13477 .c2°F (c-170C)14' Contact WI Plastics Customer Service, for 5vallabUfty. (1) 'iyplcal values determined from laboratory tests of samples of compounds (resins) prepared as plaque specimens in accordance with induslry standard los, methods. Values determined on samples prepared from pipe may vary. The typical values presented herein are fog PE4710 polyethylene pipe compounds (resins) but do not consulate Ongineeting properties for pIpe, (2) Overall range of HLMI values (or all compounds from all WI. Plastics compound suppliers; HI.MI variation for an individual compound wit be vati utthln the overall range. (3) Listed HOG and IIOS ratIngs in accordance with ASTM 02831 and PPI TR.3 are published In PPI TR.4 by We Compound raantdocWrer (Independent listing) and by WI. Plastics (dependent lisling). WI. Plastics dependent Sating compounds are Idenhilted by a Compound coda for the supplier: I) (00w E (Lyondali Baaell): S (tneos) 'I' ('rofe: C (Chevron.Philtpe). (4) RCP data not available (or compound code C. Nspblcritatotandsd for usaas e p*.g ayism guide. lt should not be ucodlopteceofa ptoto srr'afudmant eradutce and lllsnothtarrcedasln4albUon UsuucSans. The tefemistiuc in this fubPcation dose not cosaliMe a Suesentse orwaffanty for piping tetafladons arid cannot b gwantoed bacauto the conndona of use am bsycnd our conbL The user of this informaflon aucumes all rink aamd&edva0 I use, WI. iicaCo,poralcn has made every reasonable a5'cd to. enarje acusiecy, but The tnmadon te ab pteuceisn may not be ccnwtate, eswolly for special orunuluai applicaliana. Qwriges to tile tubbcofen mey occur born SmO to late rnithot notice. Centaur WL Ptastie Corporstiun tedeimenino it you have the most cuuent eif lion, pub3ceSc'nd*atcn perrnWed. AML ISO 9cof.12009 CenWed PePIPe CASPER PLANT: 2075 North Pyilto • P. 0. Box 1120 . 1/0s, V0Y 02644 • duo tooler 5vv1co $0412.6010 9 Fax 30747242O0 CEOAR CITY PLANT: 4560W. Ufghwey 56 • P. 0. 0ev 627 • Cadet C Ur 54721 - 0oatomat Oon.ko .115.441.890D • i: 4358852700 CUZAPEINTOWN PLANT! 2151 tVett Pa* Road • El(zabatitoiwi, IN 42702 • Customer svrdce: 270-765-1020 • P: 270765.1030 BOWiE PLAWri 1110 01dWse Roads P0 BGICS2 • 9&e, TX 76230 o Cuolomer Sewlce6t0.8724300 • FeX 940.8724304 SNYO8RPLANTI 215980th Buetnean 84 • Strider, TX 79549 • C'istvistor Sarolca; 325-3744103 CR00StlEI.O PI.ANTt P0 Boa 580 • I030 Western 06va • Croaa0eld,AB TOM 080 Ceneds • Pvoomo Service 4031-11.0202 a Fax 403446452 WI. 10663-0412 Rev Apr 2012 Supersedes all presicue editions 02012 WI. Pinaitca Carp wwmlo'asllcLecm P0 I of I WL102A3 IPS PIPE SIZES & PRESSURE RATINGS - PE4710 rriMrJkr'r (fill Of ATH ((I lTflMD flr jg:'ftli (MIPffl MIMI flP.H rry AMfl FMR I1 AMfl flP'-NflT MOM'.1 SF FflflTWTIS fltl PS Me AVG OO 7 7.3 9 11 13.6 - 15.5 17 18 21 26 32.5 PR. pI 336 329 262 202 161 139 126 112 101 01 84 min eiuJ 0.188 0.180 0.148 0.120 1 1.315 AbViD'.'hr 0.917 0.933 1.005 1.062 Weigh1Ibflt 0.288 0.278 0232 0.195 i ieii. In 0.237 0.227 0.164 0.151 1114 1.650 Avg IDC. In 1.167 1.178 1.26$ 1.340 WeiME Inrn 0.459 0.442 0369 0310 (IOn wall. in 0.271 0260 0.211 0.173 - 1112 1.900 Avg )UP, In 1.325 1.348 1.452 1.534 bbfghtjbAt 0.600 0.580 0.485 0.408 Mm auk in 0.339 0.326 0264 0.216 0.176 0.153 0.140 2 2.375 Avg ID°. in 1.655 1.886 1.810 1.917 2.002 2.050 2.079 %1ight IMi 0.939 0.906 0.758 0.634 0.526 0.482 0.425 Mlnwafi,in 0.411 0.394 0.319 0.251 0.213 0.185 0.168 215 2.875 Avg Mc. In 2.004 2.340 2.198 2.321 2.424 2.482 2.516 9ipht I!MS t.377 1.329 1.109 0.928 0.771 I 0.677 0.622 M1nwaI in 0.500 0.479 0.389 0.318 0.259 0.226 0.206 0.184 0.167 3 3.500 AVg Cc. in 2.440 2.484 2.576 2.825 2.950 3.021 3.084 3.169 3.147 I4 IMi 2.040 1.988 1.646 1.376. 1.141 1.008 0.923 0.830 0.757 Mm wall. In 0.643 0.616 0.300 0.409 0333 0.280 0.265 0237 0.214 0.173 .0.138 4 4.500 4vg10". in 3.137 3.193 3.440 3.633 3393 3.885 3.939 3.998 4346 4.133 4206 WsutW. IM 3.372 3.253 2.720 2.275 1.887 1.660 1.520 1.374 1.247 1.018 0.819 MIn wall In 0.793 0.762 0.618 0.506 - 0.412 0.358 0327 0.293 0.265 0.214 0.17 5 5.563 Avg W. in 3.178 3.947 4.253 4491 4.689 4.802 4.669 4.942 6.001 5.109 5.2.00 4ig1iZ. IMi 5.154 4.975 4.156 1 3.479 2.886 - 2.540 2.328 I 2.100 1.909 1.557 1.254 wo wall, *1 0.946 0.908 0.738 0.802 0.481 0.427 0.390 0.349 0.315 0.255 0204 6 6.625 Aug 0. In 4.619 4.701 5.064 5.348 5.685 5.719 5.799 6.888 . 5.958 6.085 6.193 Weight. IMi 7.305 7.059 6.894 4.930 4.095 3.599 3.307 2.978 2.703 2209 1381 JWfri wall, in . 0.419 0.375 0.339 0.274 0219 7 7.125 Avg Wc, , 6.236 6.330 9.409 6.544 8.660 lt. . 3.821 3.442 3.128 2.553 2.057 MEn "Ba In 1.232 1.182 0.958 0.784 5.839 0.556 0,50? 0.454 0.411 0.332 0285 8 8.625 Avg j0c, irt 6.013 6.120 6.593 6.663 1.271 7.445 7.549 7.663 7.764 7.922 8.082 IMi 12.385 11.003 9.988 9.359 6339 9.195 5.597 . 5.044. 4391 3.744 MEn wail, in 1.536 1.473 1.194 0.977 0398 0.894 0.832. - 0.596 0.512 0.41.3 0.331 10 10.750 .4i9 10 In 7.494 7,628 8218 8.678 9.082 9.280 9.409 9.551 9.685 9.873 10.049 Weight lbifl 1 19.246 19.581 15.515 12.983 10.774 9.490 1 8.695 7.838 1.128 5.805 4.689 Mm wall, in 1.821 1.147 1417 1.159 0.944 0.823 0.750 0.671 0.607 0.480 0.392 12 12350 Avg IDCM 8.889 9.047 9.747 10.293 10348 11.008 11.160 11.32? 11.463 11210 11,918 Vbght. 1b171 27.062 20.138 21.837 1826? 15.155 - 13.35 12.233 11021 _1O.023 8.169 587 MEn wa6 In 2.000 1.918 1.556 12?3 1.037 0.903 0.824 0.737 0.667 0.538 1 14 14.000 Avg 10P. In 8260 - 9.034 10.702 302 11.801 12.085 12.264 12.438 12.587 12.858 6~0.4 87 igh IM! 32.635 31.511 26.329 22.030 18279 15.082 14.763 13.292 12.093 9.648 2 WLI02B0412 Rev Apr 2012 Supersedes ag piv1ous ediflons 5 2012V& Plaslica Corp. • a.pIas8cs.con Page 1 of 2 tJT8r:T WI P1 ATl( (.1 SThMPP SPRVICF 113 COt01R31 AVAILABIUTY AND FOR SIZES AND DR'S NOT SHOWN. SEE FOOTNOTES. PSSJ, - A1/GODin DR 7 7.3 9 - 11 13.5 15.6 17 19 21 28 32.5 - ARK psi 336 320 252 - 202 1.51. 139 128 11.2 101 01 54 Min iva0. in 2.286 2.192 1.778 1.455 1.155 1.032 0.941 0.842 0.762 0.615 0.492 18 16.000 AviD°, hi 11.154 11.353 12.231 12.916 13.487 13.812 14.005 14215 14.385 14.895 14.956 1t1 IM 42.929 41.157 34384 26.777 23.872 21.005 19.269 17.365 15.789 - 12.866 10.375 Mh way, In 2.571 2.466 2.000 1.636 1.333 1.161 1.059 0.947 0.857 0.992 0.554 18 15.000 Avg loc.In 12.549 12.773 13.760 14.631 15.173 15.638 15.765 15.992 16.183 16.552 16.826 I4M,Ih# 53.940 62.089 43.513 36.403 30210 26.604 24.395 21.959 _19.977 16.288 12.142 $A87 ii in 2.057 2240 2.223 1.818 1.461 190 - 1.176 1.053 0.952 0.769 0.615 20 2010 Avg IDI In 13.943 14.192 15.289 16.145 16269 11.265 17.808 17.768 17.981 18.369 18.995 kfghL MM I 56.699 64.301 53.715 44.947 37294 32620 30.102 27.129 24.658 20109 16211 AiwaI, 3.140 3.014 2.444 2.000 1.630 1.419 1.294 1.158 1.048 0.848 0.677 22 22.000 Avg lD. in 15.337 16.611 10.818 17780 i 18.545 15.991 19256 19.545 19.779 20.206 20.565 "Wot am 80.591 77.812 64.991 54.391 45.149 39.712 36.433 32.818 - 29.858 24.335 19.629 M)z mall. in 2.429 5288 2.667 2.182 1.778 1.848 1,412 1263 1.143 0.925 0.738 24 24.000 Avg in 10,731 17.030 15.347 19375 20.231 70.717 21.007 21.322 21.577 22.043 22.434 Weig?fl. Ib1 95.916 92.603 77.365 64.735 53.728 47.200 43.389 39.049 35.525 28.963 _23.344 il, In 5.662 2.81119 2.384 1.026 1.877 1.529 1.358 1.238 1.000 0.800 26 26.000 Avg tD. In 18.449 19.876 20.989 21.917 22.444 22.758 23.099 23.375 23.880 24.304 I4,blJL IM 110.789 92.535 77.440 64.261 56.532 51.856 48.701 42.466 34.948 27.940 Mn vmg in 3.111 2.545 2.074 1.806 5.647 1.474 1.333 1.077 0.862 28 28.000 Avg lDin 21.404 22.604 23.603 24.170 24.508 24.876 25.173 25317 26.174 t40L I.MI 107312 89.785 74.822 66.583 60.154 54189 49.266 40.187 32.421 MW Uva in 3.333 2.727 2.222 1.935 1.765 1.579 1.429 1.154 0.923 30 30.000 Avg !D In 22.933 24.218 20.289 25.887 16.259 16.053 26.971 27.854 25.043 WeiV1L 1041 123.183 103.076 85.543 75.264 69.068' 62.198 1 56.585 48.135 37.198 Man wal?ji, 3.555 2.909 2.370 2.066 1.382 1.684 1.54 1.231 0.985 32 32.000 Avg (L1° in 24.462 25.833 26.975 27.623 28.009 28.429 28.770 29.381 29.913 Weighl. 10,11 140.183 117.296 87.324 85.672 78557 70.755 64370 52.494 42.340 MLn maa. In 3.091 2.519 2.194 2.000 1.789 1.619 1.308 1.046 34 34.000 Avg 0, In 27.447 26.661 29.350 29.760 30.208 30.568 31.229 31262 Weight 1041 132.411 109.905 96.714 85.760 79.865 72.857 - 59264 47.773 mr) mg in 3.273 2.667 2.323 2.118 1.895 1.714 1.385 1.108 36 36.000 Avg Ml, to 29.002 30.347 31.076 31.511 31.983 32.386 33.065 33.652 IVeight, 10,71 140.454 123.208 108.424 99.457 89.571 1 61.448 66.444 53.581 MW olJ In 2.111 2.710 2.471 2211 2.000 1.615 1.292 42 - 42.000 Avg 10' in 35.404 36.255 36282 37.314 37.760 36.575 $9.260 W.M3#. 1041 167.875 147.568 135.372 121.925 110.874 90.393 72.893 N. MIn ma!!. IA - 3.097 2.824 2.526 2.266 1.846 1.477 48 48.0Cb-. Avg We. In . 41.435 42.014 42.644 43.154 44.088 44.869 eight 1041 192.774 1-44833 116.082 95233 ykt* waQ in 3.176 2.571 2.077 54.000 ?D in 1.68254 175.813 IV 47.266 46.549 49.697 50.478 223.713 183.253 149.464 120.556 otnctWL M--ges Cimlomer SaMcn io confirm nvaflabiIiy and mr sic nm4 D2s no ahawn. A. IPSdzee below IPS4 per AS71103O31ç PS elian IPS 4 and lvger pwA8TM Fill. See 1PJ1.1058 PEITIO Pje Conpcuid and WLIIS Pe Slandwdn. B. P weRa9,g (PR) In pa Isforwaterati3'F. ardmill myr 06ff DUiils nadtomperaheee. SeW4116 Pessuia Raft C. taftutaledAi8 ID &a 00- 2121mdnwa9,snd Is for e 3 4 m a 5 n g 1 % i d f l S c z . P i p e a p n a s i n n d n c I a 5pa5cadhaensinn. 0. Al u8oannna fn Indies. E. 118661 Gedinadan for polft u*W sepAim rmllable on r0061t F. See 'M.tOl and Yt124 for DnTao ngdanha1 sad eIedro6sia1inIngh1cirno*. 6. The nfcneeTon in IMspi&4cn6n does not oxs1iluIAo ga1antee crwan rp ihlonS and camvibe auarerdbui baesuss 1)auJnoeo of osesra beyond our ombuL SneWU2S ronon and C,xi6baef Shin. ibo uanro I nnn1c an sal60 aoda1ed lInuse. Cb isOlcalon may o w9anmatoinrnwIJwidmcflon. Umbel M.Ps8ca Ompocallm to demhieifvubanthe mad mumed CopIA9Wauhdus3epenr CASPER PLANT 2075 N. Pydte Road • P.O. Box 1120 • Mills, WY 82644. CuotoinerSwvlco 307-472-6000 e Far 307-472-6200 CEDAR OIlY PLANT: 4680W. Ht1eny 58 s P.O. Sex 627 • Cedar Ci UT 84721 • Cutomor Seivlca: 4353574900 e Fa,c 435-665-2703 EUZA8EThTOWN PLANT 1151 WeaPa* Road e Blzabethtoti. KY 42702 • Dna omnerSorvtce 270.765-1026 • Fax 270-766-1030 BO!ME P1.ANT 1110 019 WIse Road • P0 Box 32 • 8ov4e, 1X 76220 .CiislanrnrServtee 948-972.83110 • Fa3c 040-872-8304 SPIYDER PLANT: 2169 South BusIness 84 o Snyder. 1)179549 • CusoemorZervIco 325-5T441011 CROSSFIELO PLANT, PC Box 860 • 103O Western Ode • Crosefield. 48 1M 080 Canada • Customor Service: 4113-946-0202 • Fax: 403.946-0252 WI.1028.0412 RevApr 2012 Supersedes all pronous edlions 02012 VII Plashics Corp. wwwwmAplastics.com Page2 012 I:RMVCONSTRUCTION Date11 1912014 City of Carlsbad Number ofsets- 1 Contract #5515 Project- Vancouver St Sewer Repair ATtN: Grant Clevia Specification section Number- SubniittalNumber-2O- Identification or deviation from contract docs.- No deviation. 1 lOhdpe grey "interior' black "exterior" SD 9 pipe Mike Vasil Presiden 3562 Summit Trail Ct * Carlsbad, California 92010 619-517-5837 PHONE 760-637-5473 FAX California License #892389 Jan. 15. 2014 9:1AM No. 0708 P. 2 tiuyiui in.- nh nwnu CHVPTE'I~RON PPE SIZE (t.P.S.) PRESSURE PIPEJ TABLE 4 ANSI1NSF-61, 14 USTED 0.120 0.586 0.12 0.076 0.679 0.08 0.150 0.732 019 ii? DQ2 W'i4 0 095 0849 0 12 IBM 0 166 0916 029 :---j 0.120 1 020 0.237 1.158 046 0,161 1.340 031 0.271 1.325 061 0.173 1,533 041 0 339 1 656 095 0264EE1815 OZ7 0216 1,917 064 0500 2.440 206 0318 2826 139 0.843 3.137 3.40 0.409 3.633 2.30 1 77 0 768 3747 485 j.Q3 0489 4.338 329 0.795 3.878 520 o61 4H?42_r 0.506 4.490 352 0.946 4819 736 E0,76E5p6 59 0.602 5.349 499 7=Ti fZ6 - 0976 5.056 852 O792E5 0 648 5751 5 78 1.232 6.013 1248 G56fit.J2y!oO9 0.784 6.963 846 1 536 7494 1940 - 15 0.9T7 8,679 13.'14 1821 8889 2728 l419746 22p7- 1.159 10.293 1849 2.000 9.760 3290 O 55Qz tLr4 1273 11301 2230 iãObj 2.286 11154 42 97 1.455 12.915 29.12 tOr'-25-f _1LQ0p 2571 12549 5437 R0 l.70 439t- 1.636 14.532 3684 2857 13943 8713 22f289: 548j 1818 16146 4549 3143 15.337 81-23 .Z444 IL8I 66'1 2.000 17.76 5505 - 3,429 16732 9867 6'- 2.102 19374 6552 26 2ff 000 - 2899 iril 9j 2.364 20.988 7690 0 28QQQ - - - 3jj1L-2i405 10640 2.545 22605 8915 - - - 333 --22-213- 2727 24.219 10235 - - - 2.909 25,833 11646 3.081 27.447 13148 0Q0_j - - - 3273 20,061 14741 I.D. Inside Diameter O.D. Outside Diameter T. : Wall Thickness For data, sizes, or classes not reflected in these charts, please contact JM EagleT' for assistance. For availability of pipe approved for FM 1613, please contact your JM Eagle representative. HIGH-DENSITY P012YEfl4YLENE WATER 9 Jan. 15. 2014 9:10AM No. P. 3 APPLICATIONS HIGH-DENSITY POLYETHYLENE WATER AND SEWER PIPE RE 4710 JM EAGLE" HDPE PRESSURE PIPE PRIMARY PRO!E_,.? TABLE 1 The physical (or chemical) properties of JM EagleT' products described herein represent typical average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. They are supplied as a techni- cal service and are subject to change without notice. * For data, aizea, or classes not reflected in these charts, please contact JM Eagle" for assistance. HIGH-DENSITY POLYETHYLENE WATER 5 Jan. 15. 2014 9:10AM N o, 0708 P. 4 HDPE WATER & SEWER JMIagle MEETS AWWA C901IC906, ASTM 02239 ASTM D2737. ASTM cP11R4q.. D3035, ASTM F714, CELL CLASS PER ASTM 03350, PPI USTED BuiMing euenlials MATERIAL (rR-4) PE 3408J3608/4710, AND ANSVNSF-14. S bra beiter tomor,0w . . Ib a ll ••'•• AM1cAibNs. JM Eagle'a high.pertormanca high deneity polyethylene \ water proesure p)isas are suitable for municipal and lndu%yrai for potable water, aewor, drain, mlfltne, trrlqaiion, and UI a- Ce 0 J SORI PTION f Jk4 Eglashh density pàiyelhylene water. and sewer pipe is made from premium. highly engineered PE 3408/3808 or PE 4710 resIn material for a maximum pressure rating to aerSice loday a water arid sewer needs Products are available In inch IQ 63 inch diemete The producf.s physical properties make it ppkcabIe to open Iranch and siup.Iining Inslallatlons. .::..: '•:. . -:r:-.:. :. .•.. ...... :. h the color striping to identity appHcatlon such as a blue II corbe manulactured wit 8ripe br pobIe watør a green stripe (or sewer applications and a purple stripe for yeclaimed water PE 4710 resin surpasses PE 3408/3608 tfl the following high perloumance designations DensIty class 4.(0-947.—.(). 965 g/cc) vs density cell class 3 (>0940-6.947 glcc) SCO (slow Crack gmwth) cell class 7 or PENT zalue of 500 hoUrs vb 6C(3 cell class 4 or PENT value of 10 hours 1 000 psi HDS (hydrostatic design stress) vs 800 pal HOS .. ..-:- ,..•. ........ . .••.--'- - BENEFITS *E:90 HOPE m pipe for water and sewer (a anufactured forot exlnt purfut mance and a long Ilfq etpectancy Us butt fused Joints eliminate potential leak points common at 10 to 20 lest wlti ductile iron pipe, for 2.ero leak ratO, .....•.• ... t1igity resistant to corrosion and weather recent studies conclude it will last at least O0 years its light weight and flexibility make it easy to install eiiminae the need for tittings required with directional changes and make It highly suitable for use in earitiqualce prone areas its iigh-siiengih waIJ give Jith.hlhesl PE pressürQrang, utstafldlig resistance tO SCG and Increased resistance to rapid crack propagation The increased working stress rating bir high performance F15 -4710 resin material makes t a superior choice over steal orducille iron pipe, especiafly. for the large- diameter pipe sizes, . . .. Jan. 15. 2014 9:10AM No. 0708 P. 5 APPLICATIONS HIGH-DENSITY POLYETHYLENE WATER AND SEWER PIPE (CONTINUED) ' JM EAGLE' HDPE MARKETS AND APPLICATIONS TABLE Underground Potable Water Dlstpbution, Mining, Dredging River1St,am/Lake MUNICIPALIINDUSTRIAL Crossing, Highway Drainage Highway I PS /D I PS Crossing Oil Patch Agriculture Water. Distribution Landfill 1iwte1 8torm Water Quiverts Hlghway/ DRAI PS Aesldential/Agriciltural Water Collection /D I PS :gravity.Sewer y8tems, D SANITARY SEWER Sewer Force Mains, &tri r P0 Directiopal Bore PotablO Water Systems I PS /D I PS WATER DISTRIB UTION Water Service Syetms Blue Stripe C IS Undeiround In4gattons Systems IRRIGATION . D A AgrtcUltutai Systems 1'L1 IIUVU[s] Srup Lining Pipe Bursting I PS ID I PS Gty Slip Liner REC WJIMI'ill Water Re-processing Systems I PS ID I PS Purple Stripe PERFORATED11sllA Landfill Gas Collection, 6O 90°120°, & 180° 'War Drainage Systems Porforatod I PS /D I PS Liquid Chemical MiningMINING, Slurry and i 't Tailing Unes, Mineral Extract System 9.' ljI1ri Heating/Cooling System I PS ______ 9 .1 I Wjg,]IlflC for home and business FIRE TIsIIHIi] . . . ............ . . . ...• . Factory Mutual (FM) Approved SYSTEMS ... .. '. : I PS 8 HIGH-DENSITY POLYETHYLENE WATER Jan. 15. 2014 9:10AM No. 0708 P. 6 PRODUCT DESCRIPTION HIGH-DENSITY POLYETHYLENE WATER AND SEWER PIPE FOR MUNICIPAl. AND INDUSTRIAL WATER AND SEWER PIPING SYSTEMS RICH HISTORY Thanks to the support of our loyal customers, and the dedication and hard work Irom our JM Eagi&" family mem- bers, JM Eagl&" continues to be the largest manufacturer of PVC pipe in the United States and in the world. JM Eaglet" was formed In 1982 following the purchase of eight PVC pipe manufacturing facilities from the Johns- Manville Corporation. Over the course of the years, we have expanded our operations through seventeen addi' lional plants in Wharton, TX Fontana, CA; Batchelor, LA; Meadviite, PA; Adel, GA; Buchannon, WV, Columbia, MO, Cameron Park, CA, Hastings, NE, Perris, CA, Sunnyalde, WA, Tacoma. WA, Visalia. CA, and now with the addition of three Polyethylene (PE) facilities in Kingman, AZ, Magnolia, AR and Tulsa, OK. There are only a few pipe manufacturers in the world that produce both PVC and PE pipe, and we are proud to be one of them. With our modern PE pipe production facilities in North America, we are able to fulfill all of our customers' plastic pipe needs. DESCRIPTION JM Eagle" manutactures High-Density Polyethylene (HOPE) water pressure pipe for municipal and Industrial water transmission systems. This pipe is available for sizes W-OY in diameter. Our HOPE pipe is recognized in the Industry for its zero leak rate, high performance, and long rite expectancy, They may be manufactured with color striping to identify their application, such as blue stripe for potable water, green stripe for sewer application, and purple stripe for reclaimed water. LONE LAYING LENGTHS The standard laying length of HOPE pressure water pipe is 40/50 lest. Smaller size pipe 60 and under can be extrud- ed at continuous coil lengths by request. Longer lengths provide convenience in installation and allow for significant cost savings in labor and equipment. APPLICABLE SPECIFICATIONS JM Eagle" HOPE water pressure pipe is manufactured in accordance with AWWA C901/C908, ASTM D2239, ASTM D2737, ASTM D3035, ASTM F714 and ANSI/NSF 14/81 listed. HIGH-DENSITY POLYETHYLENE WATER Jan. 15. 2014 9:11AM No. OR)S I. / PRODUCT DESCRIPTION :,HIGH-DENSITY POLYETHYLENE WATER AND SEWER PIPE (CONTINUED) APPLICATIONS HOPE GRAY SUP LINING PIPE JM Eagle'" manufactures gray slip lining polyethylene pipe for your rehabilitation and slip lining applications. This new, evolving technology will provide you with lower coat and alleviate problems with today's older and failing pipeline Infrastructure. Slip lining is an excellent choice for replac- ing oversized corroded pipe with a smaller diameter pipe and greatly improved carrying capacity. This trenchieas process makes it possible to perform extensive municipal water, sewer and industrial pipe repairs rapidly, while caus- ing minimal disturbances. Slip lining saves both time and cost because the existing pipe support structures do not need to be replaced. JM Eagle'" I-IDPE slip lining pipe is manufactured In accordance with AWWA C906 and ASTM F714, and is available in both I.P.S. and DJ.P.S. in either solid gray color, or gray with a colored green stripe. Please refer to Table 4 for pipe dimensions. HIGH-DENSITY POLYETHYLENE WATER Jan, 15. 2014 9:11AM No. 0708 P. DIMENSIONS WEIGHTS SUBMITTAL AND DATA SHEET (CONTINUED) REFERENCE STANDARDS ASTM 0838 Standard Tesi Method for Tensile Properties of Plestics ASTM 0746 Standard Test Method for Brittleness Temperature of Plastics and ElastoTners by Impact 4 Standard Test Mqthods tot ,FiexuraI Propertie$ of Unreinforced and Reinforced Plastics and Elec Ins Materials tricaj ASTM 01238 Standard Test Method for Melt Flow Rates of Thermopiastica by Extrusion Plastometer ASTM 01505 $tndard test Method fgr ens;ty of Plastics by the Density Gradient Technique ASTM 02239 Standard Specification for Polyethylene (Ps) Plastic Pipe (S 1 0 R PR) Based on Controlled : Inside. Diametèr .....: . •:,. :. .':. .. : ASTA D2657 Standd Practice for Heat Fusion Joining otPolyoletln Pipe and Fittings ASTW 02737 Standard Specification for P ly0hy!e 6,(PO.Plastle Tubing AS'TM b2774 - Standard Pr&otloe for Unlerground Installation of thermopIastic Prçsure Piping ASTM D2837 Standard i$ Method for Obtaining Hydiostatic Design Basis for Thermoplastic Pipe Materials ASTM Standarti SpecificatlQns I or Polyethylene (PE) Plastic Pipe (DR PR) Based on Controlled Outside Diameter ASTM 03350 Standard Specification for Polyethylene Plastic Pipe and Fittings Material :AST ti F412 Stanäard Terminology Relating to Plastic Piping Systems ASTM F,14-Standard SpecIfication for PolyethyIen (P plastic B Pipe (S 0 R PR) ased on Outside Diameter ASTM P1473 Standard Test Method for Notch Tensile to Measure the Resistance to Slow Crack Growth of PoIythyIejio Pipes and Realna AWWA C901 Poiyethylen (PE) Pressure Pipe and Tubing, ½ In Through 3 in For Water Service AWWA c9o8 Polyethylene (PE) Pressure Pipe and FittIngs 4 in Through 63 In , For Water Olstribution and TransmissIon NSF Standard 14 Plastics Piping System Components and Related Materials NSF Standard 61 DrinkIng Water System Componenta Health Effects FM Approved Factory Mutual Approval for Underground Fire Protection Servlce HIGH-DENSITY POLYETHYLENE WATER 15 City of Carlsbad - Utilities Dept. - Engineering Submittal Comments Project: Vancouver St HDD Sewer Extension Project No.: 5515 Submittal Description: Submittal No.: L k Date Received By Eng Dlv:, Date Reviewed: Reviewer: Mark Biskup CITY OF CARLSBAD SHOP DRAWING REVIEW THE APPROVAL BY THE ENGINEER OF ANY SHOP OR WORKING DRAWING (OR OF ANY DRAWING OF THE CONTRACTORS PLANT OR EQUIPMENT) SHALL NOT IN ANY WAY BE DEEMED TO RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL SUCH APPROVAL RELEASE THE CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY PROVISION IN THE FORM OF CONTRACT. REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN BY: 'DATE: File: I1RMVCONSTRUCTION Date-I/ 17/ 2014 City of Carlsbad Number of sets- 1 Contract# 5515 Project- Vancouver St. Sewer Repair AlTN: Grant Clevia Specification section Number- Submittal Number-21 Identification or deviation from contract does.- No deviation. 1 REVISED BORE PATH PLAN WE OUR REQUESTING THATTHE BORE ALIGNMENT AND LENGTH BE REVISED. PLEASE ATTACHED PLAN Mike Vasil President/CEO x 3562 Summit Trail Ct * Carlsbad, California 92010 619-517-5837 PHONE * 760-637-5473 FAX California License #892389 :1. I fl Iii I C 1.tfh, •ts•r O1V.I7&IT C- iiiiiiiiI11I no MOX Avg PROF LE 0,0 OMNI TIE~ TO OPCM CUT PLAN D U D E K 1.40 VANCOUVER SEWER HDt)