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HomeMy WebLinkAbout19927 67th Ave NE_PWD1687_2025 L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m.to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office (https://Ini.wa.gov/agency/contact/#office-locations),or you can call the Office of Information and Assistance at 360-902-5800. Labor&Industries(https://Ini.wa.gov). MCKEE ENTERPRISES LLC Owner or tradesperson PO Box 5 Principals ENUMCLAW,WA 98022 Donovan,Sean King,PARTNER/MEMBER 360-226-3632 KING County ■ McKee,Joshua Charles,PARTNER/MEMBER ■ McKee,Travis John,PARTNER/MEMBER Doing business as MCKEE ENTERPRISES LLC WA UBI No. Business type 603 558 555 Limited Liability Company Governing persons SEAN K DONOVAN JOSHUA CHARLES MCKEE; TRAVIS JOHN MCKEE; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active ......................................................................... Meets current requirements. License specialties GENERAL License no. MCKEEEL841JE Effective—expiration 04/05/2016—04/05/2022 Bond ................ Fidelity&Deposit Co of MD $12,000.00 Bond account no. 09235564 Received by L&I Effective date 03/31/2017 02/25/2017 Expiration date Until Canceled Bond history Insurance Alaska National Insurance Co $1,000,000.00 Policy no. 19FLS10879 Received by L&I Effective date 06/06/2019 06/07/2019 Expiration date 06/07/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ............. No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations ........................................... No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent ............................................................................... No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 286,738-01 Doing business as MCKEE ENTERPRISES LLC Estimated workers reported Quarter 1 of Year 2020"31 to 50 Workers" L&I account contact T4/CASSANDRA SMITH(360)902-5632-Email:SMCA235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Needs to complete training. Contractor Strikes ....................................................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/18/2019 No violations Inspection no. 317954631 Location 1732 Broadway Seattle,WA 98122 ......... ........ ........ ....... ........ Inspection results date 12/07/2016 Violations Inspection no. 317942531 Location 20400 Aurora Ave N Shoreline,WA 98133 June 19, 2019 Launa Peterson Permit Technician City of Arlington Re: Pre construction requirements Gayteway Business Park Building C, civil construction Launa, Here are responses to your memo of April 291h, Option 2: 1. My understanding is the civil plans have been approved. 2. Ownership has informed me that an agreement to delay or forego the bonding requirement is in process. 3. Contractor license number is: USVETL 894 RB. 4. Contractor USVET LLC has a business license with the City. Contact is Chris Nicholls 425-319- 5599. 5. Attached find COI 6. Not aware of other permits required for sitework 7. All required submittals have be submitted. Contractor received oral message that submittals have been approved. 8. Attached find permit coverage letter of approval for CSWGP for Department of Ecology 9. Erosion Lead Chris Nicholls CEO-3-8241815 Expires 8/24/2021 Please let us know if a preconstruction meeting can be scheduled. Thankyou Daniel B.Taylor Ownership Representative STATE t x 0 Y�i isss'� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 •360-407-6000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 June 11, 20-19 Daniel Taylor Gayteway LLC 1639 Harbor Ave SW Unit 304 Seattle, WA 98126-2064 RE: Coverage un er t e onstructo-on tormwater enn erai Permit (CSWGP) Permit number: WAR307838 Site Name: Gayteway Business Park Building C Location: 20015 67tti Ave NE Arlington County: Snohomish Disturbed Acres: 8.5 Dear Daniel Taylor: The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit(CSWGP). This is your permit coverage letter. Your permit coverage is effective June 11, 2019. Please retain this permit coverage letter as the official record of permit coverage for your site. Ecology has approved use of electronic formats as long as they are easily produced on your construction site. A mobile friendly copy of the CSWGP permit,permit forms, and information related to your permit can be viewed and downloaded at www.ecology.wa.gov/eCoverage- ap cket. Please contact your Permit Administrator, listed below, if you would like to receive a hard copy of the CSWGP. Please take time to read the entire permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Permittees submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from issuance date to termination). DMRs must be submitted electronically using Ecology's secure online system, WQWebDMR. To sign up for WQWebDMR go to www.ecy.wa.gov/programs/wq/permits/pans/Webdmr.html. If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WQWebPortal(ajecy.wa.gov. ® •O 18 i�«1 Daniel Taylor June 11, 2019 Page 2 Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit's applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, go to https:Hfortress.wa.gov/ecy/publications/SummarvPages/1710007 html to view Ecology's Focus Sheet:Appeal of General Permit Coverage. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact Matthew Kwartin of Ecology's Northwest Regional Office in Bellevue at matthew.kwartin@ecy.wa.gov, or (425) 649-4484. Questions or Additional Information Y Ecology is committed to providing assistance. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Jess Eakens at jess.eakens@ecy.wa.gov or(360) 407-6442. Sincerely,, Vincent McGowan, P.E., Manager Program Development Services Section Water Quality Program Client#: 156899 USVELLC DATE(MM/DD/YYYY) ACORD.. CERTIFICATE OF LIABILITY INSURANCE 1 6/19/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Susan Frainey Propel Insurance PHONE 800 499-0933 FAX 866 577-1326 A/C,No,EXt: A/C,No Portland Commercial Insurance E-MAIL ADDRESS: Susan.Frainey@propelinsurance.com p 805 SW Broadway, Suite 2300 INSURER(S)AFFORDING COVERAGE NAIC# Portland, OR 97205-3363 INSURER A:Ohio Security Insurance Company 24082 INSURED INSURER B:West American Insurance Company 44393 USVET LLC INSURER C: 18101 Butler Rd INSURER D: Snohomish,WA 98290 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT R TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY BKS54967731 11/21/2018 11/21/2019 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �X OCCUR PREMISES ERENTED ccr nce $1,000,000 X WA Stop Gap Liab MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 R - POLICYFI JECT LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: WA Stop Gap $1,000,000 B AUTOMOBILE LIABILITY BAW54967731 11/21/2018 11/21/201 CM E.accideDnt)SINGLELIMIT $110001000 ANY AUTO BODILY INJURY(Per person) $ X OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N TAT TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? F7 N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ A Scheduled Eqpment BKS54967731 11/21/2018 11/21/201 See Information Below A Rented &Leased BKS54967731 11/21/2018 11/21/2019 Limit: $250,000 Equipment Deductible: $500 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Gayteway Business Park Building C& B CERTIFICATE HOLDER CANCELLATION City of Arlington SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 238 N Olympic Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Arlington,WA 98223 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3687415/M3445711 MB00 This page has been left blank intentionally. COMMERCIAL GENERAL LIABILITY CG88100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY— ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 3 ADDITIONAL INSUREDS— BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY—ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS— EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED— INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED — 6 FELLOW EMPLOYEE EXTENSION —MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US— 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I —Coverage A- Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A— Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY—ELEVATORS 1. Under Paragraph 2. Exclusions of Section I—Coverage A— Bodily Injury And Property Damage Liability, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV—Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part.- 1 Under Paragraph 2. Exclusions of Section I -Coverage A- Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to"property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to"property damage"to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III— Limits of Insurance. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits Of Insurance. 2. Paragraph 6. under Section III— Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection systems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) - Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I—Coverage C—Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 1. Under Supplementary Payments—Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit", including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS - BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under Section II—Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or"property damage" occurs, or the "personal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or C. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to "bodily injury", "property damage", or"personal and advertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or"property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any"occurrence"which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV—Commercial General Liability Conditions. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 4 of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A- Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or"property damage"that occurs prior to you commencing operations at the location where such "bodily injury" or"property damage" occurs. C. "Bodily injury", "property damage" or"personal and advertising injury"arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence"which caused the "bodily injury" or"property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury" or"property damage"occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED—OWNERS, LESSEES OR CONTRACTORS endorsement issued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III— Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an 'occurrence" or an offense that may result in a claim or"suit' under this insurance to us; b. Tender the defense and indemnity of any claim or"suit'to all insurers whom also have insurance available to the additional insured; and C. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit' by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III— Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED - INCIDENTAL MEDICAL ERRORS/ MALPRACTICE WHO IS AN INSURED - FELLOW EMPLOYEE EXTENSION - MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II -Who Is An Insured is replaced with the following: (1) "Bodily injury" or"personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee"while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers"while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee"or"volunteer worker" as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or(b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing professional health care personnel to others, or if coverage for providing professional health care services is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 6 of 8 Paragraphs (a) and (b) above do not apply to "bodily injury" or"personal and advertising injury" caused by an "employee"who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's"job responsibilities assigned by you, includes the direct supervision of other"employees" of yours. However, none of these "employees" are insureds for"bodily injury" or"personal and advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or"personal and advertising injury", or caused in whole or in part by their intoxication by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or"property damage"that occurred before you acquired or formed the organization; and C. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV—Commercial General Liability Conditions, the following is added to Condition 6. Representations: Your failure to disclose all hazards or prior"occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior"occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV—Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an "occurrence", offense, claim or"suit" by an agent, servant or"employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II—Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or"suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V—Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or"property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to"bodily injury"or"property damage" resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US—WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV — Commercial General Liability Conditions, the following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the "products-completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agreement. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 8 of 8 COMMERCIAL GENERAL LIABILITY CG 85 83 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS - PRODUCTS/COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section II - Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for "bodily injury" or "property damage": 1. Caused by "your work" performed for that additional insured that is the subject of the written contract or written agreement; and 2. Included in the "products-completed operations hazard". However: a) The insurance afforded to such additional insured only applies to the extent permitted by law; and b) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit' by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV -Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A-Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage" occurs. 2. "Bodily injury" or "property damage" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. © 2013 Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission . Page 1 of 2 C. With respect to the insurance afforded by this endorsement, exclusion I. Damage To Your Work of Paragraph 2. Exclusions under Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: I. Damage To Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products- completed operations hazard". D. With respect to the insurance afforded to these additional insureds, the following is added to Section II - Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. E. With respect to the insurance afforded by this endorsement, Section IV - Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured. 2. Paragraph 4. of Section IV -Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insur- ance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. © 2013 Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission . Page 2 of 2 COMMERCIAL GENERAL LIABILITY CG 88 70 12 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTION PROJECT(S) - GENERAL AGGREGATE LIMIT (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I—Coverage C Medical Payments, which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. A separate Construction Project General Aggregate Limit applies to each construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of"bodily injury" or"property damage" included in the "products-completed operations hazard", and for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or"suits" brought; or C. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Construction Project General Aggregate Limit for that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I—Coverage C Medical Payments, which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of"bodily injury"or"property damage" included in the "products- completed operations hazard"will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply. CG 88 70 12 08 Includes copyrighted material of ISO Properties, Inc.,with its permission. Page 1 of 1 This page has been left blank intentionally. COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE— BROADENED COVERAGE 10 GLASS REPAIR—WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN / LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE—ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II— LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION II — LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 1 Of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II —LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: f. Any"employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any"employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION II —LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for"bodily injury" or"property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II — LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earnings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II — LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire. SECTION III— PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 2 Of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for"loss" in any one "accident" or"loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the"loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of $750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any"auto"that is hired, rented or borrowed with a driver; or (2) Any"auto"that is hired, rented or borrowed from your"employee". For the purposes of this provision, SECTION V— DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III — PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or"medium truck" is disabled: a. For private passenger type vehicles, we will pay up to $50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For"medium trucks" , we will pay up to $150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight (GVW)of 10,001 —20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of$50 per day and a maximum limit of$1,500 ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 3 of 7 9. RENTAL REIMBURSEMENT SECTION III —PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the"accident" or"loss"to the covered "auto." b. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If"loss" results from the total theft of a covered "auto"of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE - BROADENED COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered "auto"to you. The maximum amount we will pay is $1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for"personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V— DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects"does not include tools, equipment,jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 13. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclusions 4.c. and 4.d. is deleted and replaced with the following: ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 4 of 7 Exclusion 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14. LOAN / LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", i. Any amount representing taxes, j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the"loss". This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered "auto"that incurred the loss. C. SECTION V— DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 5 Of 7 15. GLASS REPAIR-WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the"auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV — BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of"accident', claim, "suit'or"loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (1) How, when and where the "accident'or"loss"took place; (2) The "insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV— BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident' or "loss", our rights are waived also. ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 6 of 7 20. HIRED AUTO COVERAGE TERRITORY SECTION IV — BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V— DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V— DEFINTIONS, definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A.—CANCELLATION condition applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancellation. ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 7 of 7 This page has been left blank intentionally. Nov 23 09 10: 53a /CTUAL I SIZE F RAIL RUNG VI 6' Grado 60 Round Ba 1/2" Grade 60 Rebar Q 0 C DOO 0 0 ,00 ON RADIUS WALL APPLICATION 12" 3 3 11 V2 ­ui Mug M-1- III PION115,55 Q) lit - 0 0 0 0 0 0 0 00 00 FLAT WALL APPLICATION Ladders to be fastened to wall with 1/2" x23/,` stud anchors Polypropylene conforms to 131- ' a ,, ASTM D-4101. Ladders meet ....... ...... ­�i i all ASTM C-497 load WALL FASTENING requirements, 2 STEP POLY LADDER VffhVr,FR*.4r10.*V, WCORPORWROW 4L IIIIIIII11V Phone 503/684-0077 P.O. Box 925 Fax 503/684-0078 18067 SW Lower Boones Ferry Rd, weight Each: 10 lbs. L 1-800-666-0)76 Tualatin,Oregon 97062 Nov P3 09 10: 53a P - 2 � CTUAL SIZE RAIL RUNG Ik" C;1radn 60 Round Ba 1/2" Grade 60 Rebar a 0 0 0 0 0 0 0 0 0 0 0 12" ny- RADIUS WALL APPLICATION 4511 11'/z ;w 1 0 0 0 w_ o 0 0 O O G O V• °{ FLAT WALL APPLICATION Ladders to be fastened to wall with 112" x 2314" stud anchors 1zer APTlypropylene conforms to w S M D 41 o1, Ladders meet all ASTM C 497 load WALL FA3)TENING requirements. 3 STEIN POLY LADDER �ECO POI�AT/ONW Phone 503/684-0077 PO. Box 925 P i_ Fax 503/684.0078 18067 SW Lower Boones Ferry Rd. ght Each; 13 lbs. 1-800-666-0I')76 Tualatin,Oregon 97062 n Nov 23 09 10: 53a P . 3 ES?{14f=•V�'� r+kt 4f�T uti t, h� 31, 4 s3 i ooaoo � o 0 0 0 17 QPh^r RADi, S WAI L APPLICATION 6 A Slr`k: 1r a r�s Fi , iT � i ,i z��� alb R �i�• s �}`ak �r r ' 57" f�R,� FLAT WALLAPPLICATION WALL FASTENING m RAIL (SUNG 9/,6"Grade 60 Round Bar 1/2"Grade 60 Rebar I r All Lane Poly Ladders meet the ��ECO PORA%ON L requirements of ASTM C-478,,A-615, D4101,and AASHTO M-11.99 P'��•Box 9zs 503-692-9860 10 75 8 SW Manhasset Dr, 800-666-0076 Tualatin,OR 97062 Fax 503-692-9863 www.lancintemational.com Nov 23 09 10: 54a P - 4 w: t r 00000 0 0 0 0 0 h � K RADIUS WALL APPLICATION 69" ED r�`>z +k::_yi.f..r s o�o a o 0 a 0 o o o � , FLAT WALL APPLICATION Lai iders to be fastened to w&I with 1/2" x 2-3/4" stud anchors Shed; RAIL RUNG f Grade 60 Round Bar 112" Grade 60 Reber I LADDER ffolwMMAMONAL Polypropylene Conforms to Di9P0l�AT/O/V ASTM D-4101. Laddr:�rs meet all low ASTM C-497 load requirements. P.o.Box 925 503-692-9860 10758 S.W.Mar hasset Dr. 800-666-0076 "Tualatin,OR 9 i)62 Fax 503-692-9963 www.lancinternational.corn it Nov 23 09 10: 54a P - 5 -3/8" ),CTUAL SIZE T 1-5/8" ID 1-5/16" 5" RAIL RUNG Vifi" Gracl,:,, 60 Round Be, 1/2" Grade 60 Rebar nnnnn n n 12" 00000cnoc(loc RADIUS WALL APPLICATION ,No R 0 0 0 C 0 0 0 0 0 0 0 C 5'/2"— FLAT WALL APPLICATION Ladders to be fastened to wall with lb" x 234" stud anchors Polypropylene conforms to ASTM D-4101. Ladders meet all ASTM C-497 load WALL FkiTENING requirements. -- I 6 STEP POLY LADDER ���ECORPOR.4T/ON A4VrERff,4T10N,4L 2-3/4" x 2-1/8" Mounting Pad — ".0. BOX 925 503-692-9860 Weight Bach 24 .1b.s. 10758 S.W. Manh asset Dr. 800-666-0076 t Tualatin. OR 97062 Fax 5035-692-9863 HD Fowler Company Submittal - H14514SL 79700 SIDE PRY 0 1" LETTERS "DRAIN" ALSO VAILABLE DIAMOND TOP NON—SKID PATTERN SEWER 144" DRILLED & TAPPED TH 5/8 — NC S.S. TYPE 304 ALLEN HEAD BOLTS (2 PLM �157" _ 2f — 163. �4 — 1/2" RIBS 4 �16" 4" 14 151' 19" OTES: ity of Bellevue STD clean-out OLYMPIC FOUNDRY INC. 14"X 4" REVERSIBLE LOCKING RING &COVER ATL:Ductile Iron ASTM A536,CL80-55-06 RATING: H-20 I PART NO. M 1060 PPROX WT:Ring 30 Lbs,Cover 34 Lbs REV:A DATE:7/16/2003 New border REV OCUMENT APPROVED DWN:CL TOLERANCE DATE:7/16/2003 REV: DATE: A xx..t Y: DATE: xxx-.ae CHKD:CL DATE:7/16/2003 XXXX�030 DWG#:M1060 SCALE:N/A SHEET:1 OF 1 < 2 DEG 1.25 w I.00 i o ` � ' i Q HeAr cone — --HWE+--� a,1500 3; ITEMCDD6 ASTM M!CL SBI C T .63 E TI N -C 3.-j,o 13.00 C:UVEKI IO'VI_W FRAME TOP VIEW 015.00 .41 015.88 1.25 u� 015.25 SECTION B-B 00 .25 ` _ o a o o 1, 2.00 n.00 .50 015.00 = a 19.00 '53 SECTION A-A E N I ICXI ICADED ALIEN SCREW A CDAE S CTN ARE IN rCIIES 4 X 14 LOCKING SEWER 1 CO CLEANOUT C1MENilONi ARC IN R,CIIEri FRAC71 TCLN`A` SIP Industries/Seram ore COMPONENT WEIGHT ADgm.WI, b51B3(SET) DECIMAL,20031° P Q E RING 40 LBS A'P"'°pan °` IN' UVAk Ara;-ma:r:I- Ql p oust Patio Drive7701 MATER:AI �7Y1r Houston,TX 77U17 O COVER 25 LBS Gr son Por ASTM A46 NANF DATE 11 S q ,y DeAwn V �M.al 1 5116 Ph 713)-923-61 11;Fax_(713)-923 h'14 ROPREIARY AND CONIIDENIIAL Goss 358 16- p� TR NFMAAH(N(MTMN,DNTRlS FIVKN '.:UMMENEi: SIZE DWG. NO. REV rr,A{If1G 61NF.304E IR(iERTI D{ nerlR)walanr4RTDRASAwwne REV' DESCEIPTION DATE MUST PASS H-20 A 72C2 •.mwRT rna•r or S,.,:P�,erovs,tift,lm%EMRF I O Ru :cv150-4 DCIYJTSCAIEDRAWING LCAC RATING SCALE:18 SHEET OP' LL 5 4 3 2 I 2 S w, itsw '- n yo,- Sewer 196104-67th Ave NE Arlington,Wa. 98223 Telephone (360)435-5531 Fax(360)435-8575 Gonform5 to * Washington Mate AFWA/WSDOT (`Jtandard `Jpecifications) * Meets H-20 Requirements. * ASTM G478 Manholes. * A'-)TM G443 Rubber Gasket Joints. * ASTM G-33 and G-150 28 day compressive -- Strength f'c - 4000 psi. Keinforbri s� g 2" or 3" * Top Slab: #4 deformed rebar around oFenmg, diagonally on both 5ide5 of opening cad 6 o.c. in both directions. ��-----.—_ Circumferential Wall: Mi 0.12 5q, in./linear ft. * BaSe: 0.15 5q. in./line both direction5, minimum yeild ,trenght 60, 0 psi. ----_ Hole Dimen o `standard s Ian ore drill as needed per custom r ment5. * Optio Five way 18' knockout5 provided for pipe en . * Maximum hole diameter is %' 8' minimum distance between holes. to and Ladders ��—�-- Meet ASTM G478. * `)tep5 placed vertically 12' oz. * Ladder provided with base. ',2' or structure Dimen-,ions * Inside Diameter: 48' * Outside Diameter: 58' * Wall Thickness: 5" * Base Thickness: 6' * 2' x 48' Base: 3100 lbs. 3' x 48' Base: 4000 Ib5. �--- * 4' x 48' BaSe: 4g00 IbS. * 5' x 48' Base: 5800 lbs. I' x 48' Section: g00 Ib5. or 5' * 2' x 48' Section: 1800 lbs. * 3' x 48' `section: 2700 Ib5. * 4' x 48' Section: 3600 lb-,.* 11' x 48' I.D. Flat `slab: 1700 Ib5. 6' * 48' to 24' x 2' Ecc. Gone: 1500 lbs. —I� * 48' to 24' x 3' Ecc. Gone: 2300 lbs. * 4' x 24' Adjustment Ring: 75 lbs. Options * Kor-N-Seal Rubber Boots. * Pre-Ghanneled Bases. * Goating5-Per district requirements. 40-8111/8 26 Cherne's Gripper plugs can be used in a variety of applications including DWV(drain,waste and vent)testing and stack testing. End-of-Pipe design won't fall in,whereas the Inside-of-Pipe design allows you to locate the plug inside - the pipe as far as you need.Time tested,the Gripper' remains one of the most popular mechanical plugs on the market. Original Gripper' Plug Features: 3� • Ideal for sewer testing and long-term applications ""34 v •Made with glass-reinforced ABS plastic • End-of-pipe design seals only at the end of a pipe _? • Inside-of-pipe design seals inside pipe as far as needed Equipped with: a • Easy to install extra large zinc wing nut—won't rust • Natural rubber o-ring 9y� •Galvanized carriage bolt to prevent corrosion J I ✓i j41E5\� . End-of-Pipe Gripper°plug Inside-of-Pipe Gripper®plug End-of-Pipe Gripper 270210 t 1/2" 1.48"-1.65" 17 psi 40 ft. 1.75" 0.13 Ibs (40 mm) (39-42 mm) (1,2 bar) (12 M) (44.5 mm) (0.05 kg) 270229 2 1.9"-2.17" 17 psi 40 ft. 1.87" 0.19 Ibs (50 mm) (49-55 mm) (1,2 bar) (12 M) (47.5 mm) (0.09 kg) 270237 3" 2.8"-3.1" 17 psi 40 ft. 2.5" 0.375 Ibs (75 mm) (71-79 mm) (1,2 bar) (12 M) (63.5 mm) (0.16 kg) 270245 4" 3.8"-4.06" 17 psi 40 ft. 2.5" 0.5 Ibs (100 mm) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) —� 270261 6" 5.77"-6.08" 17 psi 40 ft. 3.75" 2.5 Ibs (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) 270270 8 7.7"-8.03" 17 psi 40 ft. 3.75" 3 Ibs (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) Inside-of-Pipe Gripper 270296 4" 3.8%4.06" 17 psi 40 ft. 2.5" .5 Ibs (100 mm) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) 270253 6" 5.7T-6.08" 17 psi 40 ft. 3.75" 2.5 Ibs (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) 270288 8" 7.7"-8.03" 17 psi 40 ft. 3.75" 3 Ibs (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) Mechanical s blockluswhenconductin plugs 9 Plugs Always air tests. Y 00 E0 SDR 35/PS46 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance. GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include the manufacturer's date and shift code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 1/2% of base ID as shown in Table XI.I of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain." Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4" layers and continued in this manner all the way up to ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. SUMMARY: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 899 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or12364 as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded components are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4"-5" 150 Ft-Lbs 6"-8" 210 Ft-Lbs 10"-27" 220 Ft-Lbs Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6"-8" 75 Ft-Lbs 10"-12"90 FT-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. 2 899 B 0 I �eor001091,., O� v � u o' N � ��TTING� Plastic Trends supplies the SDR 35 PVC STITnn Gasketed Sewer Fittings only fittings with Injection Molded in Sizes 4" - IT Triple Certification (Fabricated sizes 15"-36"are available) listing Features • 4" - 6" reducing branch o and 12" fittings have a minimum NSF S�, wall thickness of SD 18. • Extended Pre-Ali m ance. • PVC One-Pie nj n Mo ded. • High Perf ce Ga et. • Generous anch Intersections. • Squa Pi top. • Specia o d Raceway. • Heavy Du Support at Branch Intersections. < ounded dges to Minimize Stress Points. Applications TIT• Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. TheNext Generation STITM fittings are the next generation of strength and quality in gasketed sewer Ottings. They combine the latest in research and development, optimizing the best of today's Science,Technology and Innovation. Triple Certification Listing 11111111 STIT•fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034,ASTM F 1336 and CSA B182.2,where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins,square pipe stops resist pipe push-through while extra heavy support is provided under the Our branch intersections are reinforced against pipe stop at branch intersections for added strength. stress and breakage to a degree never before available in a PVC sewer fitting. This means Setting The Standard the weakest point of competitors'fittings is just-. As the only manufacturer to offer a complete new line of innovative gasketed tooling, another strong point in Plastic Tr ds'fittings. Plastic Trends sets the standard for PVC fittings produced in the industry. STITM gasketed sewer fittings represent the latest evolution in PTI's continuous effort to offer the most technologically advanced fittings available. If you specify,distribute or install gasketed sewer fittings,demand the most advanced fittings available, STITM. See available configurations on the opposite side of this sheet. Form#0280 Rev.2/06 i SDR 35 Configurations Available PVC STITM Gasketed Sewer Fittings Injection Molded in Sizes 4" - 12" Fabricated in Sizes 15"-36" TEE TEE TEE W/DWV BRANCH SANITARYTEE GxGxG GxSxG GxGxDWV H GxGxG Short Form Specifications 4"through 12" injection molded gasketed SDR 35 sewer fittings shall SANITARYTEE WYE WYE WYE W/DWVBRANCH be manufactured in accordance with GxSxG GxGxG GxSxG GxGxDWV H ASTM D 3034,ASTM F1336, and CSA B182.2.They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the COMBO WYE&1/8 BEND DOUBLE WYE DOUBLE WYE 2-WAY CLEANOUT National Sanitation Foundation (NSF), GxGxG GxGxGxG GxSxGxG GxGxG to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment 2-WAY CLEANOUT(DWV) CAP SPIGOT PLUG TEMPORARY PLUG during system assembly. Gasket joints GxGxDWVG G S S must comply with ASTM D 3212 Internal Pressure Test(exfiltration)and Vacuum Test(infiltration)at 5 degrees of gasket joint deflection. a Where available, reducing branches on REPAIR COUPLING STOP PILING CONCENTRIC INC.COUPLING ECCENTRIC INC.COUPLING injection molded 8", 10", and 12" tees, GxG 10 GxG GxG wyes,and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. 6 Gasketed SDR 35 sewer fittings shall C I G ECCENTRIC INC.BUSHING ADAPTER DWV ADAPTER SLEEVE be certified by the National Sanitation SxG SWR S x DWV G DWV S x SWR G Foundation (NSF)and, in applicable configurations, by the Internationa Association Of Plumbing And Muni a Officials(IAPMO)to meet ASTM D 3034, and by the Canadian Standards Association (CSA)to meet CSA 13182.2. RISER ADAPTER DWVADAPTER ADAPTER ADAPTER SxS SWRGxDWVG SWRSxSWRG SWRHxSWRG NSF IS "- Triple Certified Listing SWADAPTER DWV ADAPTER DWV ADAPTER ADAPTER 1/4 BEND SWRSxDWVG SWRSxDWVH SWRHxDWVG SWRSxSWRH GxG -�� PLASTIC TRENDS & & Plastic Trends,Inc. 56400 Mound Road lip 116 Shelby Twp.,MI 48316 1/4 BEND 1/4 BEND LONG 1/4 BEND LONG 1/8 BEND 1/8 BEND 586.781.2700•800.232.5690 GxS GxG GxS GxG GxS Fax:586.781.0888 www.plasfictrends.com 19Y1/16 BEND 1/16 BEND IN-LINE BACKWATER VALVE TERMINAL BACKWATER VALVE Royal Group Technologies GxG GxS GxG GxG For additional configurations, list prices and dimensional drawings visit www.plastictrends.com HD Fowler Company Submittal - SFK33GG 77700 P.O.Box 3300,Term."A" 4507 LeSaint Court London,Ont.Canada Fairfield,Ohio USA N6A 4K3 45014 (519)681-2140 (513)942-9910 1-800-265-1815 1-800-523-3539 Fax(519)681-2156 4&16 Fax(513)942-9914 MULTI FITTINGS Engineered Tough Tre " ch Tough SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scone: I This letter of compliance covers Multi Fittings requirements for 4"throdgh 42"(100 mm— 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International(CSA) and the International Association of Plumbing and Mechanical OVls (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B182.1 and CSA B182.2 and is suita e noi?-pressure drainage of sewage and surface water. They can also be used in application nnvolving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride)used in'the manufa,Fturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784,Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinrmufact�ringNf oly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used .n the Trench Tough SDR35 Gasketed Sewer Fittings complies with either oKhe following requirements: ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for low-head applications for n Pber gaskets ASTM F 913 "Standard S ification for Thermoplastic Elastomeric Seals (Gaskets)for Joining Plastic Pipe"for TPE gaske Is Molded Fittinzs: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type)" IAPMO "Uniform Plumbing Code" HD Fowler Company Submittal - SFK33GG 77700 IL MULTI FITTINGS Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 679 "Standard Specification for Poly(Vinyl Chloride) (PVC)Large-Diameter Plastic Gravity Sewer Pipe and Fittings" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.2 `PVC Sewer Pipe and Fittings (PSM Type)" Note: Molded components meeting the requirements listed above may a be as part of the fabricated fitting. Markings. Trench Tough SDR35 Gasketed Sewer Fittings are marked as press ed in the above applicable standards to indicate size of the fittings,material designaftn, compliance to standard, and manufacturer's name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed er ings are black. Yours truly, Frank Yorio Senior Vice President,O ons Issue Date: 2012-10-04 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4"(100mm)through 12"(300mm)diameter. Fabricated fittings are produced in sizes 4"(100mm)through 36"(973mm)diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034,F 1336 or F 679 for workmanship,extrusion quality, stiffness,impact resistance,dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454,13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4"—5" 150 Ft-Lbs 6"—8" 210 Ft-Lbs 10"—36" 220 Ft-Lbs (100mm—125mm 203 J) (150mm—200mm 284 J) (250mm—973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6"—8" 75 Ft-Lbs 10"—12" 90 Ft-Lbs (100mm 68 J) (150mm—200mm 102 J) (250mm—300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40%of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi(74.5 kPa)+10 minutes deflected @ 10.8 psi(74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg(74 kPa)+10 minutes deflected @ 22 in.Hg(74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee,wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi(6205 kPa)@ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches(516 square cm)surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm)surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 LM SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes,storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi.(74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4"(100mm)through 12"(300mm)diameter. Fabricated Fittings are produced in sizes 4"(100mm)through 36" (973mm)diameter.A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols,alkalies,salt solutions,acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking.GPK fittings shall be marked with applicable size,"PVC",company name or logo, PSM and the ASTM specification number(D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturer's date and shlft code. 6.0 Testing. A test after installation of either low pressure air(Uni-B-6)or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7%%of base ID as shown in table X1.1 of D 3034,and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling.with proper material is important to achieve desired density in haunching area which enables pipe,fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly,compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12"(305mm)over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally,service lines from the property line to the collection sewer should be a minimum depth of 3 feet(1 meter)at the property line and should be laid in straight alignment and uniform slope of not less than%"per foot(20.8mm/meter)for 4"(100mm) nominal pipe and 1/8"(10.4mm/meter) per foot for 6"(150mm)pipe. Where collection sewers are deeper than 7 feet(2 meters)a vertical standpipe or stack is permitted but not recommended,consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a"French Drain". Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings,reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4"(100mm)layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations,installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 HD Fowler Company Submittal - PP30341-214 74630 JM�agle Building atbessentials _ or a better tomorrowm GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN.T. MIN. E APPROX. D APPROX.WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) SDR 35 (PS46)ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 Ae 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26(PSI 15)ASTM D3034 4 4.215 3.891 0.1620' 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 to 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.12%6 0.588 7.25 17.652 18.90 ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 - 48 CIOD 50.800 47.888 1.355 24.78 56.624 PSI 15,ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 - 24 24.803 22.891 0.889 9.60 28.627 - 27 27.953 25.799 1.002 10.10 32.261 - 30 CIOD 32.000 29.070 1.148 16.75 36.348 - 36 CIOD 38.300 35.464 1.373 19.02 45.438 - 42 CIOD 44.500 41.072 1.596 22.43 51.356 - 48 CIOD 50.800 46.886 1.822 24.78 58.628 - HD Fowler Company Submittal - PP30341-214 74630 JM�agle Building atbessentials _ or a better tomorrowm Dg I.D.:Inside Dameter O.D.:Outside Diameter T T.:Wall Thickness TBell Outside Diameter T O.D. I.D. E � E:Distance between Assembly Mark to the end of spigot. Assembly Mark Product Standard: ASTM 3034(4"-15") ASTM F679(18"-48") Pipe Compound: ASTM D1784 Cells Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint: ASTM D3212 Pipe Stiffness: ASTM D2412 RAY=46 PSI or 115 Pipe Length: 14 or 20 feet laying length Installation: ASTM D 2321 JM Eagle- Installation Guid HD Fowler Company Submittal - PP30341-214 78215 Gasketed Sewer Pipew northern pipe products ►PVC GRAVITY SEWER PIPE I Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4" through 15" meets all dimensional and physical specifications of ASTM D-3034. 18" through 24" sewer pipe meets all dimensional and physical specifications of ASTM F679. 4" through 24" SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. ►ASTM D-3034 I Gasketed Sewer Pipe NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER MINIMUM POUNDS PER FOOT IV, 'IMUIVI FOOT LENGTH LENGTH LENGTH LENGTH 4" 4.215" .120" 1.041bs. 1.03 .162" 1.381bs. 1.361bs. 6" 6.275" 180" 2.321bs. 2.3 s. 241" 3.081bs. 3.061bs. O8.400" .240" 4.181bs. 4.131bs. .323" 5.571bs. 5.501bs. 10" 10.500" .300" 6.551bs.N 6.461bs. .404" 8.741bs. 8.641bs. 12" 12.500" .360" 9.361bs. 9.221bs. .481" 12.411bs. 12.281bs. 15" 15.300" .43 13.971bs. 13.751bs. .588" 18.651bs. 18.401bs. IL Note:4"and 6"diameter SDR-28 with n Sta Association mark of acceptance is available on special order. ►ASTM F-679 I Gasketed Sewer Pipe NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER MINIMUM POUNDS PER FOOT MINIMUM POUNDS PER FOOT LENGTH LENGTH LENGTH LENGTH 18" 18.701" .536" 21.031bs. 20.701bs. .720" 27.901bs. 27.511bs. 21" 22.047" .632" 29.621bs. N/A .849" 39.401bs. N/A 24" 24.803" .711" 37.401bs. N/A .954" 49.801bs. N/A May-2015 11302 39th St NW,Fargo,ND 58102 1 701-282-7655 i 800-747-7655 1 Fax:701-282-2887 www.northernpipe.com HD Fowler Company Submittal - PP3034L214 78215 Gasketed Sewer Pipeww northern pipe products ►PVC GRAVITY SEWER PIPE I Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieberjoining system is a factory made "locked-in" flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. ►LOCKED-IN GASKET JOINT �. as ove (Race) Outside Diameter E7 Length a ket Groove(Race) Length i i . Overall Joint i . Spigot Insertion Depth DIMENSIONS(IN.) NOMINAL GASKEfGROOVE (B) GASKET GROOVE (D) SPIGOT INSERTION (RACE)OUTSIDE LIP LENGTH (RACE)LENGTH OVERALL JOINT DEPTH DIAMETER 4" 5.300" 1.000" .750" 4.000" 3.000" 6" 7.500" 1.250" .875" 4.250" 3.250" 8" 10.0001, 1.500" .875" 5.625" 4.625" 10" 12.350" 1.500" 1.000" 6.250" 5.250" 12" 14.500" 1.500" 1.125" 6.375" 6.375" 15" 17.500" 1.750" 1.400" 7.000" 6.000" 18" 21.125" 2.000" 1.500" 7.500" 6.500" 21" 24.750" 3.000" 1.725" 10.0001, 9.000" 24" 27.750" 3.000" 1.900" 10.0001, 9.000" May-2015 1302 39th St NW,Fargo,ND 58102 1 701-282-7655 1 800-747-7655 1 Fax:701-282-2887 www.northernpipe.com HD Fowler Company Submittal - PP30341_214 68640 PVC SEWER PIPE SPECIFICATION DATA D3034 R F679 SEWER SPECIFICATION DATA RIEBER Diamond gravity sewer pipe 4 inches through 60 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in D C accordance with ASTM D1784.Diamond PVC Sewer Pipe meets all the dimensional, chemical,and physical requirements as outlined in ASTM D3034 and ASTM F679. A listing to CSA 13182.2 is available For most of these sizes.A complete listing by B It manufacturing plant is available upon request. A The pipe sizes 4 inches through 60 inches are made with an integral bell"water- tight"joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth.Diamond furnished lubricant is to be used in the joining process. SANI-21 TM PHYSICAL PROPERTIES OF ASTM D3034 R F679 e PIPE MATERIALS: PIPE SHALL BE MADE OF PVC PLASTIC HAVING A MINIMUM CELL CLASSIFICA r hL OF 12454 OR 12364 AS DEFINED IN SPECIFICATION D1784. Specific Gravity D792 1.40/1.40 Tensile Strength,psi D638 000/6,000 , Tensile Modulus,psi D638 400,000/500,000 �t t IZOD Impact Strength, D256 65ft.,,J1.b,/in. SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 _ All PVC Solid-Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in .7 accordance with the material requirements of ASTM D3034 or ASTM F679.All PVC Sewer Pipe must meet dimensional,chemical,and physical requirements as outlined in ASTM D3034 orASTM F679.Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology.PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321,Uni-Bell's Uni-Pub 6 and the manufacturer's recommendations. d quo CPS :00 . . . HD Fowler Company Submittal - PP30341-214 68640 D3034 R F679 SEWER SPECIFICATION DATA r It t Outside Diameter Bell Socket Diameter Socket Depth Inches Inches Inches Inches r r Inches Inches D-3034 PIPE DIMENSIONS 4"(100) 4.215 5-1/4 4-5/8" Al 0.162 0.120 6"(150) 6.275 7-1/2 4-3/4" 4-1/8" 0.241 0.180 8"(200) 8.400 9-7/8 6-1/8" 4-7/8" 0.323 0.240 10"(250) 12-3/8 -3/4" 5-1/4" V.MVH 0.300 12"(300) 12.500 14-5/8 7-1/4" 5-1/2" 0.481 0.360 15"(375) 15.300 18 7-1/4" 4-5/8" 0.588 0.437 mm 18"(450) 18.701 21-3/4" 9-1/2" 7-3/4" 0.671 0.499 1"(525) 22.047 25-1/2" 10" 8-1/2" 1111W 0.791 0.588 24"(600) 24.803 28-3/4" 11" 10" 89 0.661 27"(675) 13-1/4" 1. 0.745 30"ciod(750) 32.000 37-1/4" 14" 13-5/8" 1.1 0.853 36" 15" 1.021 42"ciod(1050) 44.500 53" 18" 1 -3 1.596 1.187 8"ciod(1200) 5U.800 60" 18" LUZ 1.355 54"ciod(1350) 57.560 67" 22" 14 2.064 1.535 60"clod(1500) 61.610 72" 23" 2.210 1.643 AF SAN 1-21 TM 0 LOADING ASTM D3034 R F679 LOADING CHART(SDR35/PS46) 41" 5/PS4ME" ' 4"(100) 4.215 23,184 24,288 6" 150 6.275 11,264 8"(200) 8.400 18/24 5544/6048 5808/6336 10"(250 10.500 3402 12"(300) 12.500 16 2688 2816 15"(375) 15.300 VA 6 1512 1584 18"(450) 18.701 IV 2/3/4/6 1050 1100 21"(525) 22.047 4 672 704 24"(600) 24.803 4 504/672 704 27"(675) 27.9 3 30"(750) 32.000 3 378/252 36"(900) 300 2 140 42"(1050) 44.500 2 168 48"(1200) 50.800 1 8 54"(1350) 57.560 1 42 60" (1500) 61.610 42 Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchases" "Possession of this page does not constitute an offer of sale" 'Tolerance of+/-1/4"allowed •• • •' • i Certificate of Compliance T E c H Concrete Pipe, Manhole and NOTE Box Culvert Gaskets To Whom It May Concern Janaury 1, 2019 This letter is to confirm that, for the following Series of gaskets; TSS SOC Type C G-Ring SORT SOCL CF • All gasket physical properties conform to the material requirements of the applicable ASTM, CSA and Greenbook standards. Applicable standards are ` entified by the colored stripe (or lack of a stripe) around the periphery of the gaske s outlined in the Chart on Page 2 of this certification. • All gasket physical properties are measured in a h the test methods outlined in the appropriate standard(s). • All splices meet the requirements outlined in the ap riate standard(s). • Physical dimensions, including cur-lerigi, cross-se�-donal width and cross-sectional height, are routinely measured for conformance to the specific dimensions of the gasket profile in question. 'VON i For plants certified under the National Precast Concrete Association Quality Control Wanual for Precast and Prestressed Concrete Plants, we hereby confirm that Hamilton Kent maintains an ISO 9001-2015, third-party audited , 1 anagement System. A copy of the current Certificates or Registration are attached Should you have any questio or require clarification, please do riot hesitate to contact us. Best Regards, lam. A .� Jenny Wang Quality, 1 Quality Systems Manager 416-675-9873 x28242 Aug,: ofz Making Infrastructure Watertight Today for a Greener, sustainable Tomorrow Certificate of Compliance TECH Concrete Pipe, Manhole and NOTE Box Culvert Gaskets Colored Stripe on Periphery of Gaskets---> White � I3iuc Green Orange fellow or None ASTM C443(Standard) X 0 0 ASTM C443 (Oil Resistant) X o ASTM C361(Standard) X ASTM C361 (Oil-Resistant) X O ASTM C1619 Class A(Standard) X ASTM C1619 Class B(Oil-Resistant) X 0 ASTM C1619 Class C(Standard) X O O ASTWI C1619 Class D (Oil-Resistant) x O ASTM C1619 Class E(Standard) X ASTM C1677(Standard) X. o O ASTM C1677(Oil-Resistant) X ASTM C425 X I California Greenbook(Standard) JIL X CSA A257.3 (Standard) X_ 0 O CSA A257.3 (Oil-Resistant) AD x 0 "X"and"0"indicate the applicable standard(s)for which a gasket will meet the required material properties for the application."X"indicates the primary material of choice for the listed standard. *Note:0-ring gaskets provided to meet these specificatior_s wt not have,Nue stripe printed on them.They will have no stripe. Page,2 of2 TEL: (800) 268 8479 FAX: (888) 674 6960 off n ���on Kent WEB: wwvv haniiltankent.cozn E-MAIL: information@hamiltonkent.com Sealing Your Connection TN_GaskecCert_2019 s, a 1,0" nt TE � ��� - _ --_ �•3, t i t I t �t y This is-to certify that the management system of: Cerdticate Number: 43934%-03 • Initial Cettification Cate; Hamilton ..] �' t IE i1 Kent Inc. v 02 February 220D4 Main Sate:TT iarlingview Dr ire,Toronto,Ontario, M9W 5.E6.r Ca Date of Certification Derision: 06 December 2019 has been registered by Inter,telk as canfonning to the require -eats Issti i:rig Dale; 06 DecE4pber 2018 ISOI 1. 15 Valid Until, i5 Januan,2022 This certificate is linked to the Main certiflicata NO. The management system is apiaiica.blAd. Design, rtran0acturing,marke-ting and sales of eiasitomer seals, integrated rubber manure frarn. a acid cover system,as well as marketing and distribution of buty sealants an lubricants to the A c e A E a I T E B Infrastructure industry, also manufacturing and sales of custom M,arrn,.crreraT sr._TEMS er MFICAT iun 2013 r elastonier produ c'cs for va ri o us i n J ustries. Call in Moldovean President,Business Assurance Intertek Testing ver V ces 1`174,Inc., 900 Cheinuford Street, Low,0,PAA GISSL USA, it theisssorce F1trsxrfi ylr±terepaw ma,srxc liLyUnarry;grrh•aC+rerthem tc the-pi nE rmd rn DVjin� rde�de•dnphTiFetame��r�crsOerftos on,d6reemarrt;Ttra om;iri ve5cifyis �x argar.Lgeatioranirmainirr ttmir siern:Tnucwcmnrnwillph Eerteksre- rem enESTors�§sCertrscert�a6ir5151w1ti}r:firstaeavTfirrrednoemeii etcel_lkota. i�atYeriF intErtes.com:c,Eyoar•nmg:'tA:e�trtatokbci'�"nt+tiiGhasmerpriprr7Fepert"i6etercraya^sistMe�rrspertyaTintecirxmiitrhrti'iCmu^tt�e�raeurn'eG�;�rriti regr e� �• At9{YA 6k ........... I F 5 01 I E. MN I E: � f a� ry�4i d This is to certify that them,anagement system of: Certificate vUll.m5er•: 4393-4A O e Certificationdate; iIto t LL 02 February ZDC Main Site:740,Barter Lane,Winchester,Tennessee.r 3739gr United 444W !auto'ofCertifucation Decision: 06 December 20,18 States has been reci.stered by Intertek ass conforming to the req uirernents of: Issuing Gate: 06 December 20,18 ISO 1: 15 22 Ja asp"2022 This certificate is linked to the fa iatl)certificate No.43! The management system is applicable to: Manfu facturft of elastomer seam to the infrastructure industry„as ujeR 4 c A � a i r E as diistributibn of butyl sealants and lubricants to the infrastructure industry,and 6ntegrateci rubber manhole f7-arrre and cover sjstem. rri�rc,vac�tcrvr s^r_:Tt h,:� e���'IFIc,�,Tlrrra�uou ILA-• — Galin Moidoveati President,Busine3s Assurance rntertelk Tasting Services W'r 1 nC., 900 chelmdord Street, AJ" LoweR,MA 01851. USA InlneAsr!�nn�eEfhis,cerh�eiiC,lr'�rlek.assumcsr.0�bildyrtgsxy,pet:y.polv6t�rsfa@he:>�r n>±.�ws"td�enorr7�iq:�ecm*dR:�lee�KnERth��e�v�aee'Certfacstia:�.�rea�nCrr:77Cs. . 'pe'rtrli[ibt tl4ogprgaSignmrftiirgVeirpfsUh h e�Mjbtehxsurtfr:I Eeh -reeF rcr�sri xiarsp3E�m cent'met:n'ue1dEL'y:ma<ybemi!irrOyJ+ze'emtlil aLe r4 ald ton ml�-rl.cmm, tp.z ffmirrg eG �atftc Mtvil a~merlpnor Tr�c`rt{imEcxinpno -;0oprrcyowiii fbli.. #herKptmustlxrelvmnr�4��r:. TSS Series Tylox®SuperSeal r`Pre-lubricated Profile Gaskets for Single Offset Joints on Concrete Manhole Say good-bye to the lube bucket and brush. ' Say hello to fast, clean, sirzple installation. ,r- The unique design of the Tylox SuperSeal' manhole gasket is bringing a cost-saving revolution to the field { of concrete manhole gasketing and installation. • Requires no field lubrication. The Tylox Super- Seal*" gasket has a layer of silicone lubricant in- stalled on the inner surface of the tube during the manufacturing process;saving you time and money on the job--site. *� • Elimination ofunsafe installation practices.Since the Tylox SuperSeal'" manhole gasket requires no pi.s'•rr„.. ' lubrication, the unsafe practice of standing beneath a suspended riser section in order to lubricate the bell 1.D. is no longer required. • Se-Contained Lubricant.Sealed within the tube, Tylo SuperSeal"gaskets are available for all common the lubricant is impervious to mud,dirt and debris ations of annular and total annular spaces,and If you drop it in the trench,simply wipe the gasket e manufactured to suit any manhole size. surface clean and you're ready to install. No special Tylox SuperSeal" manhole gaskets are available in a handling is required. variety of rubber compounds, to meet or exceed the • No equalization required. Due to the reduced material requirements ofASTM C443,ASI'M C1619, gasket stretch requirement of the unique lamelle/ California Greenbook, and CSA A-257.3. rolling-tube design, the Tyloxc SuperSeal" gasket requires no equalization after installation. A quick and easy installation means you save even more time and money. Tube • No gasket"roll"or "tu st".Another benefit of the unique lamelle/rolling-tube design is the drastic reduction in insertion forces, virtualy eliminating compression Section the gasket "roll" and "twist" associated with o-ring and standard profile gaskets. • Self-Centering. The manhole bell is self-centered on the spigot due to the forces generated as the Nose tube rolls into the annular space during the hom- Lamelle Silicone Locking Lubricant Teeth ir_g process. Marking Infrastructure Watertight Today for a Greener, Sustainable Tomorrow Available Models joint designs. Please consult your local Hamilton Kent Model BodyEO.7 Total To Suit* Representative for gasket selection to meet your spe- Height Width Annular Space cific requirements. Total Small 165 0.682 1.780 0.446 0.14G Installation 166** 0.680 0.780 1.615 0.446 0.094 1. Ensure that bell and spigot are free from cracks, 170 0.682 0.808 1.290 0.446 0.126 chips, or other defects. 175 0.697 0.833 1.398 0.446 0.146 2. Brush loose dirt, debris and foreign material from 176" 0.735 o.s25 1.520 0.446 0.094 the inside surface of the bell,the spigot and the gas- 200L 0.885 1.049 2.549 0.500 0.175 r 225 0.914 1.085 2.787 0.525 0.175 Ket. 226** 1 0.850 1.048 2.318 1 0.525 0.094 3. Stretch gasket around the spigot, with the nose * For informational purposes only.Consult your Hamilton Kant:epmenta" against the step,and the tube laying flat against the tine for sizing to suit your specific joint details. -These models do no,have Locking teeth. spigot. 4. Do not lubricate the gasket or joint as this could Materials and Identification adversely affect the rformance of the gasket and Tylox SuperSealt" manhole gaskets are manufactured the joint. from a variety of synthetic rubber compounds to meet the material requirements of ASTM C443 and C1G19, 5• Align the spigot with the hell ensuring that the gas- and CSA A257.3. The applicable specification(s) and kit is in cont the bel�around the complete useage mode for a particular gasket are identified by a periphery, tthe'icTanhole section to home colored stripe around the periphery of the gasket: under its Standard The homing process'Will cause the lubricated tube to AS FM C443,C1619 Class C White Stripe roll over the compression section, allowing the man- and CSAA257.3 hole section to slide downward. California Greenbook Green Stripe Once fully homed, the compression section seals the Oil-Resistant total atifiuiar space and the rolling tube comes to rest ASTM C443,C1619 Class D Oranae Stri within the small annular space, acting as a cushion and CSA A257.3-Nitrite rubber against side loads. ASTM C443,C1619 Class D Yellow trip and CSA A257.3-Neoprene rubber The above listing covers the standard, No me - an, specifications. Gaskets materials are availab meet many other specifications. Please consult Agu am- ilton Kent representative regarding materials to meet your particular specifications. r �I Pressure Rating Tylox' SuperSeal-gaskets are suitable for use in sys- tems with up to 13 psig (30 ft Head) pressure require- ments. Higher head pressures have been obtained with certain TEL: (800) 268 8479 FAX: (888) 674 6960 =HamimltonKent WEB: www.hanliltonkent.com E-MAIL: inforsnationCvhamiltonkent.com .Sealing Your Connection Lit_TSS_Manhole_English_RS Ty ox-SuperSeal"Gaskets are manufactured by Hamilton Kent ina.andlor Hanaton Kent LLt:.They are distributed vmrldavide by Hamilton Kent Inc.except for the U.S.A.where they are distributed by Hamilton Kent LLC. Tyboa I,a registered trademark of Hamilton Kent Ine.SuperScal'is a trademark-of Elamiltun Krmt Inc. O • •• s ® ® • 19604 -67th Ave NE Arlington, Wa. 98223 Telephone (360) 435-5531 Fax (360) 435-8575 Conforms to: ASTM C-33 and C-150 28 day compressive strength Vc - 4000 psi. 340 24" A 1 l 6. 7 1- 1/2` rebar w/ 2' overlap 2- 4 gauge wire loops 160 degrees apart for handling. Approximate weight 110 lbs. r — E. , DRS SPECIF�CAMN SHEET °f y Stainless Steei Stainless Steel %sr . orlsarad �` " -- pipe Clamp b einiorcesd rlr a PDM Nylon Wedge � �I �so�• � Rubber connector t; KoR i � 4 Q. y -N-SEAL ",`NEDG E ',C s: ikJ':3D,�'� ONNI TO SEEM Y f S 5 � gym. �i r is r 9 F f Install Kor-N-Seals I - Wedge Korbantl Insdail Kor-N-Seal n - Wedge Korband Install pipe Clamp(s) With Socket Wrench & Torque Limiter With Standard Torque Wrench With T-Handle Torque Wrench NPC Mc. 250 Eim Street P.O. Sox 301 Milford, N.H.03055, U.S.A. W'a Tel: 503)5 s 3-36530 (800)625-21 F® Fax: (603)'572-7271 Form SKNS 4/96 l K R- - EAL° I & II FLEXIBLE PIPE-TO-MANHOLE CONNECTORS noc SPECIFICATION SHEET PERFORMANCE LT!—St ASTM Method Test Requirements Kor-N-Seam I &II Head Pressure C923 - 7.1 10 psi (23 ft) for 10 min. +10 psi for 10 min. Deflection Test C923 - 7.2.2 7° in any direction Over 7° in any direction Load Test C923 - 7.2.3 150 Ibs/in. pipe dia. Over 150 Ibs/in. pipe dia. Performed on all sizes of Kor-N-Seal®Connectors with no leakage occurring initially nor during the 24 hour test period. RESILIENT EPDM OR POLYISOPRENE RUBBER Conforms to ASTM C923 Test ASTM Method Test Requirements Kor-N»Seal®`I&11 Chemical Resistance D543,at 22°C for 48 h 1 N Sulfuric Acid No weight loss No weight loss 1 N Hydrochloric Acid No weight loss No weight loss Tensile Strength D412 1200 psi 1580 psi Elongation at Break 350%min. 500% Hardness D2240 (shore A durometer) + 5 from the man acturer's 48±5 kDeas,ified hardness Accelerated Oven-aging D573 70±VC for 7 days of 15%, max. of original 10.1% tensile decrease tensile strength, decrease of 14.0% elongation decrease °o max.of elongation Compression Set D395,method B,at 7 or Decrease of 25%, max. of original 13% decrease 22 h deflection Water Absorption D471,imme 0.75 b -in. Increase of 10%, max. of original .8% increase specimen in distilled by weight water at 70°C for 48 1* Ozone Resistance D1171 Rating 0 Rating 0 Low-temperature Brittle Point D746` No fracture at-40°C No fracture at-40°C Tear Resistance D624,method B 200 Ibf/in. No tear at 210 Ibf/in. INTERNAL KORBAND Conforms to ASTM C923 and ASTM A167 ram--- Korband Assembly with toggle-type expander is manufactured of 304 series non-magnetic stainless steel. Korband Assembly with wedge-type expander is manufactured of 304 series non-magnetic stainless steel. The Kor-N-Seal®I wedge assembly is manufactured from reinforced nylon or 316SS Cast Steel. EXTERNAL PIPE CLAMP Conforms to ASTM C923 and ASTM A167 External take-up clamps are manufactured of 304 series non-magnetic stainless steel. The bolt assembly is manufactured of 305 Series non-magnetic stainless steel. www.npc.com 250 Elm Street • P.O. Box 301 Milford, NH 03055, U.S.A. Tel: 603-673-8680 • 800-626-2180 • Fax: 603-673-7271 HD Fowler Company Submittal - VVUIrfAPEDET2S 67890 ChrlsWs Detectable Maridng Tape mr 0EfEWif awfdry tip pm i"frr mw shied Opabe datsation ud Wn!aW Idwrtltorr m and Derr ft The tips an be bond with a rw-iunra flow fr it when burled wt It proper depiss. ocieds th Industnf sisrrdsrds ln*�ft the Afeerku Publo Waft OW echr coda TAPE MIST BE BURIED IRA FOR IW MUM DETECTABILM AND LINE PREINTION. 1' CONSULT VOIR Vq=FK LICaOR NANIR=RER FOR WRK L1NWORL ERMLIZ I f f E lint�I rs naYbw at rirnhr�fir r-r, too*nYslM_R m 6krrh *on 712'.orww 6"-2" Cmbd QrbV for mbdt awi M d 4* fc 3nR�Lim-ON&wnii " 4"adw b ti hm rogikmmta aid 1bb i� 6 -3r sPECIFICATIONS - dvMlyrt'0HEC1ULE arr"tape wdu d a Li 0 rr 4Mr)14 -Pf"=wWwl rfta•51p1r M*Miu wd *lw wM t*w PdFdllw s;Nd dAN aed omit rmbnt The We tads*mA Is b traoordnoe wlh MW D#?a ud ei not be law to 78M Pli. • Ebr 01. P;1.4 wa ti rrasr afh u7ii Lltl M vw=ties ttw wA st trek Pd rtt 3Q Mir a kPw mrbiots ai M il.tea"0 APiAUt r Ld owiurane The cabr lr . Ths bpel M64 • Bp is j ml arai thld■ris�nifr a 36�tsld alrnb w Col oor9.A.1 nri der�rrr�sss pbW with a rapuft wwft nmepo b birand b rm fd%M a 5.T5 rd der in k4*4 - TW a widlr and be .(Fx beet m b m real a tgs width d Wd%rf ty tr di msm d ttre*Oo beq lntmd A 4"dLmebr 1 e woad are S"or Mdr tkp tyr opftm Pretgollon).Stadrd wtdttra an P",r,A",i ir. • T�letialy sfwl be 1"iail�>M'detier�lrb i�and 1�"Y�S"-1!"�. SPECIAL AND CUSTOM LEG EN03 T.titer I tit Md*7s dim a hd trap d wfshdard t*arti lidnft applcatlarn arch as TrabnrtUY,Irrtpalan Gffi L 8d Lti-AWW%CA Q;lai X M4)W- M-Fic M4)W-ni e♦rddWW wMr lm woft Al dmdr "isatba Ibbd an>�lir h at isast oee aalodaldth arrr:Vrt y.m•i00-B IW"E oombbdon Wo Wu sprlo rpnatr bpv*d lg Ilarrs r astir eambtntb Cmw W"otrrr Mode tM lui d oft wrft hdp W led ptm rrrr9n Cd fir 4wb vft aaiar M UF4W HD Fowler Company Submittal - WWTAPEDET2S 67890 How To Order Marking Tapes STANDARD COLOR/LEGEND COMBINATIONS 4CAUTION: TA.XX.XX.XXXXX Example• I R'r is 2"Detectable Purple Reclaimed Water. ;CAT1 ED OAS , , DT Detectable 2-2" -CtaDmdic Protection PL-Pipeline NO-Nan-Detectable 3-3" CN-Cable TV PW-Potable Water 6-6" Y E-Electric RAW-Raw Water 12-12" Gr F-Ere RJ-Restrained Joint FM-Force main RW-Reclaimed Water W-White FO Fiber Optic S Sewer 0-Orange 6-Gas STDR-Storm Drain DETECTABLE&NON-DETECTABLE Brown IRR-Irrigation TEL-Telephone MARKING TAPE NPW-Non-Potable Water W-Water NS-Hydrant Not in Service NOTE:Not all widths are available as standard for dSTACrOLOR/ILEGEND COMBINATIONS the stock color/legend combinations shown. Contact Christy's"for stock availability of specific r , products.Mon-stock combinations are subject Blue BIRR "Caution Irrigation Line Buried Below" to minimum requirements and plate charges. Blue BNPW "Caution Non-Potable Water Line Buried Below" Blue BPW "Caution Potable Water Line Buried Below" Blue BRJ "Caution Restrained Joint Buried Below" Blue BRW "Caution Raw Water Buried Below" Blue BW "Caution Water Line Buried Below' Brown BRFM "Caution Force Main Buried Below" Green GFM "Caution Force Main Buried Below" Green GIRR "Caution Irrigation Line Buried Below" Green GNPW "Caution Non-Potable Line Buried Below" Green GPW "Caution Potable Line Buried Below" Green GRAW "Caution Raw Water Line Buried Below" Green GS "Caution Sewer Line Buried Below" Green GSTDR "Caution Storm Drain Buried Below" Orange OFO "Caution Fiber Optic Line Buried Below" Orange OTEL "Caution Telephone Line Buried Below" Orange OCP "Caution Cathodic Protection Cable Buried Below" Orange 0GTV "Caution Cable TV Line Buried Below' Orange DNS "Caution Hydrant Not in Service Line Buried Below" Purple PIRR "Caution Irrigation Line Buried Below' Purple PRW "Caution Recycled/Reclaimed Water Line Buried Below" Purple PNPW "Caution Non-Potable Line Buried Below" Red RE "Caution Electric Line Buried Below" Red RCP "Caution Cathodic Protection Cable Buried Below"" T.Christy Enterprises,Inc. Red RF "Caution Fire line Buried Below" 655 E.Ball Rd.•Anaheim,CA 92605 Yellow YE "Caution Electric Line Buried Below' Yellow YG "Caution Gas Line Buried Below" Tel:(714)507-3300•Fax:(714)507-3310 Yellow YCP "Caution Cathodic Protection Buried Below' www.TChdsty.com•000-BLU-GLUE Yellow YPL "Caution Pipeline Buried Below' AUGUsr?Ar6 UT-4e31 HD Fowler Company Submittal - H142SEWERDIB 79700 1 r,/2- ASTM NON SKID PATTERN LETTERING o OF 41 I"PICK HOLE Marked AS RE,SEWER, LLLLLLLL STORM OR WATER LLLLLLLLLLL (2 PLCS.� 9/16"R LLLLLLLLLLLLLL Sewer L LLLLLLLLLLLL LL LLLLLLLLLLLL LL LLLL LLLLLLLLLLLLLLL Water LLLL LLLLLLLLLLLLLL 24"CLEAR OPENING LLLLLLLL LLLLLLLLLLLLLL LLLLLL EWER LLLLLLL Kitsap County 1 0 0 DRILL AND COUNTED FOR 5/S"SS CAP SCREW DRILL AND TAP 5/8'-11-NC 55 CAP SCREW 120 DEGREES(3 PL) FRAME 28 3116" [1/8"RAISED PATTERN 3" 26 3/8" F aa' BOLT—DOWN DETAIL 7/6 1 7/18" F26 3/4" 5/9" 3 3/4- f I OTES: SDOT STD,Plan 628 OLYMPIC FOUNDRY INC. 24"X 6"WSDOT LOCKING MANHOLE RING &COVER ATL:Frame:Cast Iron ASTM A48 C11-30,Cover:Ductile Iron ASTM A536 CI80-55- RATING: H-20 PART NO. M H41 D/T 40� 6 PPROX WT:Ring 168 LIDS,Cover 118 Lbs REV:A DATE:7/2/2003 New border REV OCUMENT APPROVED DWN:CL DATE:7/2/2003 TOLERANCE REV: DATE: A xx—1 Y: DATE: xxx-.os CHKD:CL DATE:7/2/2003 xxxx+_.osa DWG#:MH41 DT FALE /A SHEET:1 OF 1 2 DEG SUBMITTAL INFORMATION Meter Idlers - (IDLER-xx-NL style) REPLACES FLANGE METERS 1-1/2" THROUGH 2" Meter Flange Both Ends Solder Joints Meter Size Type K Copper Length DESCRIPTION LENGTH APPROX. PART V SUBMITTED REPLACES METER WT.LBS NUMBER ITEM(S) FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard • The product has the letters "NL" cast into the body for proper indentification • Brass components that do not come in contact with potable water confrom to AWWA • Conforms to AWWA C700 for Meter Threads. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. ROMAC INDUSTRIES, INC. STYLE 101S & 02S SERVICE SADDLE SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Z1,` Bolts. Nuts For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. Coating \ Shop coat applied to casting for corrosion protection in transit. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum, pipe sizes up through 24 inch, larger than 24 inch up to 30 inch pressure rating is 150 psi. PVC and asbestos cement pipe; rating of pipe, PVC up to 305 psi. For other applications please consult your representative. AWWA STANDARDS These service saddles meet the requirements of ANSI/AWWA C800, Underground Service Line Valves and Fittings. SIZES AND RANGES See catalog, sizes up through 32.10. Romac Document Number 25-8-0002 3/09 This information is based on the best data available at the date printed above, please check voth Romac Engineering Department for any updates or changes Phone (425) 951 6200 • Toll Free 1 800 426 9341 • Fax (425) 951 6201 • www.romacindustries.com 41 HD Fowler Company Submittal - MH129S5M60L 77720 SUGGESTED SPECIFICATIONS (Page 1 of 2) M&H AWWA C5O2 FIRE HYDRANTS ♦ Model 1295 ♦ Traffic Model ♦ 250 PSI Working Pressure — 500 PSI Hydrostatic Test -ANIVWA ♦ UL i FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502,latest revision. Fire hydrants shall be of the compression type,with the main valve opening against the pressure and closing with the pressure, The main valve opening shall be 5 %," in diameter. Fire Hydrant shall be of a dry barrel,dry top design. The nozzle section,hall consist of two(2)hose nozzles anti one(l'i pumper nozzle nr other as Specified_ RATING Fire hydrants shall be rated at 250 psi water working pressure,tested at 500 pounds hydrostatic for structural soundness in the following manner. 500 pound hydntetanc test supplied from t•ne inlet side,first with the main valve closed fur the testing of the vahve seal: secuh44 with the main valve upon for testing of the drain velvcs and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 6"fusion bonded.epoxy coated mechanical joint shoe_ Vlechaniml jnint shnes shall he fitted with strapping hugs- DESIGN The main valve seat of the hydrant shall be made of rubber and be supported by a one-piece bronze tap plate I drain valve mechanism. Drain val ,y shall be faced with tubber. The bottom stem threads of the main 'vc all be anted with an epoxy coated,cast i-on bottom plate, sealing lower rod threads from thV wa Changes 6 sze or slia)e of the wAtlway(hydrant nozzles)shall be accomplished by means of easy curves. Exclusive ofthe main valve opetwig,the net area of the waterway of the barrel and the foot piece at the smallest part shall not he less thafV20%of that of the net opening of The main calve i lose and pamper nozzles shall be threaded and screwed into the nozzle section. And then mechanically locked to prevent turnin lips c all be chained to the hvdrant The hydrant shall be so designed that when it is in place,no excavation will be required to remove the main valve and movable parts of the drain valve. Further.the hydrant shall be of the type that can be extended without excavating. Hydrants shall be so designed that,in the event of accident,or breaking of the hydrant above or near grade level;the main valve will remain closed, The main valve rod shall be made in tw-o stainless steel parts and fitted with a stainless AM breakable coupling at the ground line flange. The ground line connection between nozzle section and the barrel shall uncorpotate the use of traffic flange. This connection shall be so designed that the nozzle section can be rotated in any increment of 360°. The ground line connection between the barrel and nozzle sections shall have a rubber co-ring gfsket to provide a seal. The operating thread-3 of the hydrant shrill be so designed as to avoid the working of any iron or steel parts against either iron or steel. The operating stem and operating nut threads shall be square or acme type. January 20171 NUH C502 / Model 129S HD Fowler Company Submittal - MH129S5M60L 77720 SUGGESTED SPECIFICATIONS (Page 2 of 2) DESIGN(cost.) Operating threads shall be lubricated at factory with food grade grease(unless specified to require oil as a lubricant). Access shall be provided to field lubricate the operating mechanism through the top of the op nut if grease is required(or through a brass oil reserve plug in the side of the bonnet if oil is required). The operating thread shall be sealed from water at all times when the valve is either in the opened or closed position. The operating rod shall be constructed of Stainess Steel and passes through the double "O"ring seal in the one piece bonnet The bonnet shall be weather proof and utilize a weather shield integral with the external wrench uperating nut. The operating nut shall be made of bronze with a self-lubricating design. Hydrants shall be of the dry barrel type and hydrant shoe shall have two positive self-acting non-corrosive drain valves that shall drain the hydrant completely by opening when the train valve is closed,and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a e-t ronze interface to facilitate removal ofthe main valve,should maintenance he required. Thy section shall consist of two-2 li2"hose nozzles to the specified thread designation(NST or other,as specified)and one pumper nozzle 4 1,e"in diameter to the specified thread designation_(N ST or other,as specified),or other combination of nozzle outlets,including inde ndent has$valves,as specified. Hydrant standpipe shall be ductile iron . le for all bury depths. All like parts of hydrants of the a and del produced by the same manufacturer shall be inter- changeable. 4r Hydrant shall open by turning to the(left or right). Direction of opening to be perrnanent'y marked on hydrant bonnet. Threads on hose rd steamer routes shall be National Standard u►tless otherwise specified Size d shape ra' nuttAp nuts shall conform to National Standard unless otherwise specified. Bury all th of bury)measuring depth from grade line to bottom of trench or connecting pipe. Auxilia ut-ofl(isolation)gate valves,when required,shall be of the same manufacture as the hydrant. COATING The inside of all hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces. Exterior an hydrant nozzle section shall be painted Fire Hydrant Red(or as specified). Hydrant shoes shall have an interior and exterior thermosetting epoxy coating of 5 to 6 mils meeting AWWA C550. MARKINGS Hydrant shall be marked with the name of the manufacturer,size of valve opening,direction of opening and the year of manufacture all in accordance with the AWWA C-502. Country of origin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H Model 129S HD Fowler Company Submittal - MH129S5M60L 77720 M&If 5-114" MOULL 129S HIRE 'UHAN I IICM♦U. U11. I"-IlIPIII1% 61\'I µ' ERI,U. I I EAT.IM 9MLID -- -CAST'IRON ASTM!.13n CUSS B 1 Q 2 1 TLATIItAr CAPS1RL\S l.'2-13%2- MWTROAW TLATLLSTCCL 3 I -CTMAMC Nlfl MAM A L IflN C%7050.CAIWM I•x4Wl 4 1 µ'EAT-R111'RCIOP O-R1N�x331 PPENI 5 A+{ (v 7 � I H I.0 UW UN V MAN'AN Lw LR 1 AI/�U,LM1Nx�•(xNlu �J 6 I SOCKITHIADSEISCkFW.ITOLODOWNVLT H.RST.AINUMMEL TNrEI I BONUITVr'A51IEt NYLON 9 x I Ri1TNTWIT11 CR f1'•J._PC1RT CA}T'OtON A5TM.5.13hC1AS5 R 4 1 CILRIAVIDA PAG,4'NP1 BRAS: 10 10 _ M)OU31 1004LINC 0:Is IRJNA-N i 1 11 - N0771.F RF1'T10N STAAID PR'F f)RIVfi 4I7R IR INA•N 2 U 1AM"'1T 'NOME CAP iL•ICLWS1.7-13t1-1J" ILLCTIW1IhtPL'.MOSIELL 6-1 \ 13 e. PnxN-�T 'NO7.71 FNOTS 0.4 FtwTRO ZINC n,. XTFJ9 14 2 HOW u1-73.LC C AP CAST IRON A.-CUM A-1 CLASS 0 1 3 13 1 PUMPLK NOZUli CAT UST IRON ASIM A,-I C`l.ASS If 14-1 i� Ih z HOST,4C•ZZu C M1P 615iF1 RUBBER ASIM 1713010 11 1 PLIMPLKNOLLI-L CAE GAIIIII RURRER ANTN D911x1 2r'I A� IR 2 HOW VCTi1.E'_-11?' RRAVSALIDYCR7}."al).'C1?:(x- CK4407 16-1 19 1 PUMPER NOZZLE&IT BRAS:ALIDI C87M C8310,'C54403 3D 2 YXKE'I HEAD%[-I S'L'RLW IIUSI"1IUiLFI ABI*J-N.IAm-N M AINLBS%I LA OR 4UJ',a 31 1 SIIIT HFAD SFT SCRFW PWRA i1,1M STAINLS STFFI OR 010,& 25 2-1 I IOSE GZiLf O•RNU x:,u OUNA"N 81 2vv11APNIJQNI(LIIRF2Rn7 36"ST\IN_SSM L LLO_?lI IIA1N AS'TF1131 Y mirTRo 7INt TI.ATM STI.T.I. ^ :T 3 CIIAII, 11LCTR„22h,I1:;ttD5TLTL 2-2 — 4 r / 29 =x I NOME SL:_-TIUN CA!T'IRON ASIM A-1_'M.IL:LASS B Id I NI AINt ENSS IttI,BR,4K C'I Jl,P1.1V1 NI AI14Lt1h N lhtL.AM NI A PA UNAU_41 ///-� `]Ol 3(1 _ CL[VIi[INUCMD DRAWN SIAINLM SILL 31 VG REIAINICUP 41000M DRAWN STAINLESS SIE'nt J / V R SAIEl1-•1-A NGF FIATS.M l l hill 8.W MA-1&NC-TlJ.MD STEEL _ i1 R SAAETY_'LANGENUISVS-II E11127RO ZINC VIA FED STIMIL ^1 1 - c 3 14 1 STANDPIPE O•\P°R FI ANOF tl if 111 F INC1N A.STM A."d,(.RAOP U" / K I S(ANDPWF.SI IR-A'A" 1'11,-In 121-IIJ PIPG — 302 37 1 CTAlk'.TBS STFFI.U1ATR 3TFM XI iT.\r.4Y:s3 STF=1 � 18 x DUEL ILKDOLI:5t411 a3' 1--S IAIN LL STLTLnM.1 39 t iTA"P IPF IDV"EL.ANpR Cl1-TILT IRON s,TM.A-536.CRAVE AS7.4.i 1 a) x 5110E'1FXNUT53/x-II is 951AINLG\S ST-U TYPEf _, / 41 - LKAIM1 VALVh f-KINLr IR!6NCK MIIH Nl:L.VI L PBD - - 1 ^� A7. x 1UP PLATE RfSFT1 NTAINI-SS VTEEl. ��/ ~ 33 43 1 U)VEI STTNI P W'SR c 2-1,V' 144 N-TAINLLS STLLL TYn E 4 /- 41 _1 _SEAT EMG ALUMINUM-RItO1kZEALLOY.1S71J 4. I 3EAT RINGUPPERD- NGI(N RUNA.N �� I` 4b 3 GRAIN HOLE BUSHINGS MONtL ASIM O-135 J 4T I SEAT!K01f..W'- 0-1tINIVOM RIR)A-N 49 1 RCIAI.V\R UVGO,RINiJYl6x OLINA-N 4µ 1 Rk IALVIRAISIft ORAS5ALLO\'C1f11'50' 'x3N10.1'WOUJ 541 1 LPPEN VALVE PLATE ALLMONL•LI RRON 11 B IIH 1ciN 37 5I 1 C-RIN•LOWL'RROUSCAL OLIIIA-N r I MAIN VAl,rFSf.AT BLIN -N 1-� 53 I LUSr'F2>'.\L\T P1.4 TF L('K__INC.I.AS]IF31 II.ASTAJNIE$ TTPEE �� Sd 1 LL1WEi\ACNE PLAY" LA13T M. ;3 I SH4F-MI. CU ISF T�.'OK 43 44 39 MEETS OR EXCEEDS 40 250 PSI WORKING PRESSURE AWWA 46 200 PSI WORKING PRESSUR= UL/FM 500 PSI HYDROSTATIC TEST PRESSURE '(9� 5b) NSF C FM 52 (55 F I -, F 1 54) 53 PHIS D'AG.AND NIDYNAION IS OUI PEOPRPY 00 SMU N012 I.M.C3M.00T1RODSKW Wlf ' WEI IW OMEW.GEDONAIx11R9F"ON MGM Flsam MLH VALVE COMPANY DRAM": KJ 129-S 5 1 /4" HYDRANT - S/S RODS r�►A-1� ANvs;o`o 2�NE1Nc DAM. 03/06/2017 & COUPLING, OIL FILL BONNET l���JI ONSTONA,A/AMAJ#201 vo' FH-129S HD Fowler Company Submittal - TFWK350XLFT7 90850 ZURN Mode1350XL WILKINS Double Check Valve Assembly Application Ideal for use where Lead-Free*valves are required. Designed is for installation on potable water lines to protect against troth backsiphonage and backpressure of polluted water into the water supp'y.Assembly shall provide protection where a potential health iazarc does not exist. _ ==*5tandards Compliance (Horizontal&Vertical) • ASSE@ Listed 1015 • IAPMOns Listed p C • CSA®Certified B64.5 • AWWA Compl,ant C510 C • NSF/AIJa F, Approved by the Foundation for Cross Connection F 11 t RI I Contrul and Hydraulic Research at Hie University of Options Southern California • ULO Classified(less shut-off valves only) r Hil k0n wI upo%I ball valves s an a C-UL®Classified(less shut-off valves only) ❑ L less ball valves.male pipe th•ead • Meets the requirements of NSFiANSI 61* ❑ S with Model SXL lead-free bronze"Y"type '(0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) strainer Materials - with n a rna are SAE test flittin Main valve budy Low Lead Cast Brunze, ASTM B 584(3/4-1") Accessories Housing Reinforced Nylon c ElRepa r kit Fasteners Stainless Steel,300 Series ❑ Tl'ermal expansion tank(Model XT) Flastnmars SilirnnP(FDA Appmvwi) ❑ QT-SET Quick Test Fitting Set Bursa Nitride(FDAAppruved) Cl W nterizing Blow cut/Flush fitting(RK34-35000F, Internals Dalrin Springs Stainless Steel,300 series ElRK1-35080E or RK11a-35C-375BOF) Ball Valves tow Lead Cast Bronze,ASTM B 584 Struts Stainless Steel,300 Series ` Handles Stainless Steel,200 Series Features Sizes: 3/4", 11", 1-1/4",1-1/2",2" Maximum working water pressure 175 PSI Maximum working water tem nature 180T Hydrostatic test pressure 350 PSI OPTIONAL LEAD-FREE S-FA NER End connections Threaced ANSI B1.20.1 I (MODEL SXL) H —I E h--B L'C �A n - A— G (3J4" - 1") G (1-1/4--2"1 Dimensions 8 Weights(do not include pkg.) DIMENSIONS(approximate( WEIGHT MODEL 350XL 8 LESS WITH SIZE A LESS BALL C D E F G H BALL EALL VALVES VALVES VALVES In. mm In. mm In. mm In. mm In. mm In. mm In. imin In. I rnm In. mm Ibs kg Ibs, kg 314 20 11 270 65/E 168 1 7/3 43 33/4 05 3 76 1 1/z 32 15-i8 384 11 7t16 291 2.3 1.0 4.3 2.0 1 95 191/4 311 7 178 91/16 59 411R 105 3 1/4 R3 13/4 45 17 431 17 Si1fi 313 ?.0 d7l, R.0 :7 1-1/4 32 147i8 378 143r'8 367 31/3 8J 51/4 159 33/4 95 2114 57 20-12 521 'a1/2 470 17.2 19 6.6 1-1/2 40 15 1i4 387 14 313 367 3 1/3 83 51/4 159 3 3/4 95 2 1/4 57 22 559 20 1/4 514 -7 20 9.1 50 16 406 143/9 367 3 1/3 83 8114 153 3/4 95 ^e 1/4 F7 24 609 20 3/4 527 '8 22 '0 Zurn Industries,LLC I Wilkins Rev,J 1747 Commerce way,Pass Robes,CA U.S.A.93440 Ph.8C,-GC3.9070,Fax 805-230-57G. Dale:2 19 In Canada I Zum Industries Limited DuLw ier It Nu.I3544 Nashua Duve,Mississauga,Ontario L4V 1L2 Ph.905S405-8272,Fax 905-405-1292 �atent No. %14,34,:)y3,1.fti4,48;i,5 r,905,2tU Produc No Mcdel 350XL www.zurn.corn Page 1 of 2 HD Fowler Company Submittal - TFWK350XLFT7 90850 Flow Characteristics aRa,.,IFIo.r,s2el61,wlby„l�aanc�gl MODEL 350XL314"&1"(STANDARD&METRIC) FLOW RATES iI u o OD 1 26 2.52 3-79 5,05 m 15 N4'(20mm) amens 103 a V3 10 69 V' O J J - c 5 34 � 0 0 w Uj 0 20 40 60 80 i FLON'RATES fGPM) MODEL 350XL1-1/4", 1-112" &2"(STANDARD&METRIC) FLOW RATES(Its) C.0 �.2 E.3 15.8 yts 1JSY O10 —1-12"(40mmS 09 UJI J W 5 34 j 7 (A N W w 0 0 i D s0 1D0 150 20Q 250 FLOW RATES(GPM) Typical Installation Capacity thru Schedule 40 Pipe Local cedes shall govern Installation requirements.To be p;pe size 5 fUsec 7.5 tt/sec 10 ft/sec 15`t/sec installed in accoreance with the manufacturers'instructions and the latest edition of the Uniform Plumbing Code.Unless other- '/2" 5 7 9 1 t vuise specified,the assembly shall be mounted at a minimum of 3/4" 8 12 17 25 12"(305mm)and a maximum of 30-(762mm)above adequate V. 13 20 27 40 drains with sufficient side cicararl for testing and maintc- nance. If installed below,grade, be certain adequate drainage is 1 1/4" 23 55 47 70 pluvided to prevent the device hoiii beiny submerged. 1 112" 32 48 63 95 2" 52 1 78 105 167 �1 y rnoTccrlvc OPr10NAL LEAD-FREE BTRA l ` ENGL031LIPE (NODEI SXLs / I i iM f+ i %.— Yw.—� I I 7 1 I 9 12'1 fG a),MAX Z i c ' i✓: ,, (6 j�lb: 11i11�1' IIII- r, IIII (IIII I,I� �- IIII H II IIII I I IIII DIRECTION OF FLOW �1 NDOOR INSTALLATION OUTDOOR INSTALLATION oulk Specifications The Double Chec<Valve Backflow Preventer shall be certified to NSF/ANSI 61,shall be ASSE®Listed 1015,rated to 180'F, and supplied with full Fort ball valves The main body shall be low lead Brorze for sizes 3/4"& 1",and Nylon for sizes 1-1/4' to 2'.The hous,ng shall be reinforced Nylon and the seat disc elastomers shall be silicone(FDAApp oved), The first and second ohecks shall be accessible for maintenance without removino the device from the line.The Double Check Valve Backflow Preventer shall be a LUHN WILKINS Model 350XL. V Zurn Industries,LLC I Will 1747 Comrner;e way,Pass Robes,IAA U.S.A.93440 Ph,8LG-uC3.9070,Fax 305-230-5713( In Canada I Zum Industries Limited 3544 Nashua Dnve,mississal Ontario L4V 111-2 Ph.905-405-E272,Fax 905-405-1292 wtww.zurn-com Page 2:)f 2 HD Fowler Company Submittal - BFT4441NL 77670 Certificate of Compliance • Specification & Compliance Guide Effective July 23, 2015 Brass Threaded Fittings _ Copper Fittings ASTM B62-93-93(C83600)85-5-5-5 Threaded Ends ANSUASME B1.20.1 ANSI/ASME 131.20.1 _ Solder Ends ASTM B88 ANSI/ASME 1316.5 ASTM A306 ANSI 1316.18, 1316.3 Class 125 NSF-61 (Alloy C12200) ISO 9001:2000 UL/FM Listed &Approved-EX15226 Forged Steel Fittings Fed Spec.WW-P460C MSS-SP-106 ASME A105,ASTM 182 (F301. F304L. F316, F316L. ASTM B584-93B F304H, F316H, F317L, F321, F11. F22, F91) Unions WW-U-516B ASME B16.11 NSF-61 Approved ASME 131.230.1 " ASTM B 584 (Lead Free) MSS-SP-79/83/95/ ormaltzed ISO 9001.2000 Brass Threaded Flanges 2000 lb_ 3000 lb.,anqOM lb ASTM B62 Threaded and SorkeWeld ASME B16.24 ASME 131.20.1, Class 150 Brass Tf�aded Nipples ISO 9001:2000 0► ASTM B43, 7l r ANSI 81.20.1,WW-N-351 Malleable Iron Fittings ANSI/ASTM B687-96 ASTM Al97, ASTM Al53 NSF-61 Approved ASME 16.3,ASME 1316.34 4AL ASME 131.20.1,ASME B16.39 Merchant Steel Couplings Coating ASTM Al64 LS or ASTM A865, ANSI/ASME 131.20,1 ASTM A165 NS S1255 ASMElANSI 816.4 All fittings pressure tested to 300#Class ISO 9001:2000 UL/FM Listed &Approved - EX15174 API Line API 5L _ Union WW-U-5116-B,EX9172 + FED Spec WW-P-404 Others GS143, JIS 1-1-0409 XH AAR, Recessed and BS 21 DIN 2999 Non-recessed ISO 9001:2000 Galvanized Fittings meet NSF-61 Steel Welded Nipples loomM Sch. 40&80 Cast Iron Flanges Galvanized Nipples- NSF Approvc ASTM Al26 ASTM A733,ASTM A53 ASTM A48,ASME 16.1 ASME 131.20.1 , ASME 131.20.1 ISO 9001:2000 _ ISO 9001:2000 ISO 14001:1996 r Cast Iron Fittings ' Seamless Sch. 80 Nipples ASTM Al26 �� _ ASTM A 106 ASME 1316.4 Class 125 ASTM A733 ASME 131.20.1 ASME 131.20.141 ISO 9001:2000 ��-+ii MATCO-NORCA Global sourcing. National compliance. Local service. CALIFORNIA 5593 Fresca Dr.,La Palma CA 90623 •Toll Free:866-532-8306 •Fax:866-532-8307 TEXAS 1150 Silber Rd.,Houston TX 77055 •Toll Free:800-935-5456 •Fax:713-680-2999 NEW YORK PO Box 27,Rt.22,Brewster NY 10509•Toll Free:800-431-2082 •Fax:845-278-9056 WEB:www.matco-norca.com EMAIL:mail@matco-norca.com To Our Valued Customer: We hereby certify that to the best of our knowledge and belief the S.A. brand lead free brass fittings manufactured by Siam Fittings Co. Bangkok, Thailand and distributed by Merit Brass Company comply with the following standards: SPECIFICATIONS DIMENSION ANSI/ASME B 16.14,B 15.15,1316.18 MSS-SP-106(Flanges) A-A-59617(L'nI011) THREADS ANSI/ASML B 1.20.1 MATERIAL ASTM 584-06a(C89833)LEAD FREE CuA4. -9I % Sn6.0% ,yz % (Max.) 2.0-4.0% 1.0% (Max.) 0.05% (Max.) 0.005% (Max.) Al= 0.005% (Max.) S= 0.08% (Max.) Fe-- 0.3% (Max) Sb= 0.25% (Max.) Bi- 1.7-2.7% Please consider this letter official notification that all Siam (SA) brand fittings marked LF-SA meet the requirements of California Health & Safety Code 116875 (AB1953), Vermont Act 193 and are certified by NSF to NSF/ANSI 61 Annex G. Sincerely, MERIT BRASS COMPANY Marc Schlessinger President P.O.Box 43127•One Merit Drive•Cleveland,OH 44143 1 Phone:216 261 9800•Toll Free:800 726 9800•Fax:800 726 9880•www.meritbrass.com•www.mbwebXpress.com N9b /dlp Cl Y CilrbNCa\!Mp•775 Gentlemen_ To the best of our knowledge, when we distribute domestic brass fittings, they conform to ANSUASME B 16.15 and WW-P-460 125 and 250 pound class. Fittings are made from ASTM B584, copper alloy C84400. They contain the following chemical analysis: COPPER 79.74 - 81.00 TIN 22-91 - 3.00 LEAD 7.00 - 7.06 ZINC 9.00- 9.73 NICKEL 0.00 - 0.2 RON 0.00 - 0'2 h> 125 class pressure-temperature ratings range from 200 psi at -20 degrees to 125 psi at 400 degrees. 250 class pressure-temperature ratings rare from 400 psi at -20 degrees to 250 psi at 400 degrees. Sincerely, ME71T BRASS COMPANY Marc Schlessinger President P.O. Box 43127 •One Merit Drive •Cleveland. OH 44143 (D Phone:216 261 9800•Toll Free:800 726 9800•Fax:800 726 9880•www.meritbrass.com Curtd—t.N.B3!b 4" THROUGH 12" Style 7000 AW WA C-515 AW WA C-550 F M UL HSF Approved PROUDLY IWA-, MADE IN ANNISTON,ALABAMA USA C-515 DUCTILE IRON RESILIENT WEDGE VALVE During the decade of the 1980's, the waterworks industry was introduced to the Resilient Seated Gate Valve, a design principal that is dominate in preference for use in distribution systems. M&H Valve Company was at the forefront in this industry-wide movement by introducing the Style 4067, our AWWA C509 Resilient Seated Gate Valve. After the official adoption of the AWWA C515 specification, M&H once again is on the forefront of modern valve design and construction. The M&H Style 7000 Resilient Seated Gate Valve embodies all of the latest valve technology for simplicity, durability and superior performance. With the end user in mind, M&H engineering designed the M&H Style 7000 to be fully interchangeable with the M&H C509 Style 4067. M&H Style 7000 meets or exceeds AWWA C515 and C550 in all sizes. M&H C515 valves are listed by Underwriters Laboratories and are approved by Factory Mutual Research. With no compromise in materials or workmanship, M&H Style 7000 valves carry a 10 year limited warranty. . . it's the clear choice of those who demand the best. RECOMMENDED SPECIFICATIONS FOR C-515 DUCTILE IRON RESILIENT WEDGE GATE VALVES M&H VALVE COMPANY Valves shall conform to the latest revision of AWWA Standard C-515 covering resilient seated gate valves for all water supply service. a.0 The valves shall have a ductile iron body, bonnet, and o-ring plate. The wedge shall be totally encapsulated with rubber. The sealing rubber shall be permanently bonded to he wedge to meet the requirements of ASTM D429. Valves shall be supplied with o-ring seals 4dall pressure retaining joints. No flat gaskets shall be allowed. Blind bolts shall not be allowed. The valves shall be either non-rising stem or rising stem, opening by turning left or right, and provided with 2" square operating nut or a handwheel with the word "Open" and an arrow to indicate the direction to open. k Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS&Y (rising stems) shall be bronze. All stems shall operate with bronze stem nuts independent of wedge and of stem (in NRS valves). Stainless steel stems or stem nuts are not allowed. NRS stems shall have two o-rings located above thrust collar and one o-ring below. Stem o-rings shall be replaceable with valve fully opened and subjected to full pressure. The NRS stems on 4"-12" shall also have two low torque thrust bearings located above and below the stem collar to reduce friction during operation. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depressions in the seat area. Tapping valves 4" and larger shall accept a full size tapping cutter. The body, bonnet, and o-ring plate shall be fusion-bond epoxy coated, both interior and exterior on body and bonnet. Epoxy coating shall be NSF 61 approved and applied in accordance with ANSI/AWWA C550. Each valve shall have manufacturers name, pressure rating, and year in which it was manu- factured cast in the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C-515 (and UL/FM where applicable). Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. M&H ULFM m AWWA R/W VALVE Features and Benefits DELRIN THRUST BEARINGS ABOVE THE OPERATING MECHANISM IS TRIPLE AND BELOW THE THRUST COLLAR O-RING SEALED TO COMPLETELY SEAL REDUCE FRICTION AND MINIMIZE AGAINST LEAKAGE PAST THE STEM,TWO OPERATING TORQUES `" O-RINGS ARE PROVIDED ABOVE THE THRUST COLLAR AND ONE BELOW. UPPER O-RINGS CAN BE REPLACED UNDER PRESSURE WITHOUT REMOVING 304 STAINLESS STEEL NUTS THE STEM WHEN THE VALVE IS FULLY AND BOLTS PROVIDE LONG- OPENED. LIFE CORROSION PROTECTION. O-RING SEALS AT STUFFING BOX LONG,TROUBLE FREE LIFE WITH AND BONNET TO BODY FLANGES HIGH STRENGTH, NON-CORRO- TO ENSURE THE BEST POSSIBLE SIVE BRONZE STEM AND STEM SEAL. NO FLAT GASKETS. NUT. 100% COATED WEDGE - M&H CORROSION ENSURES BUBBLE-TIGHT RESISTANT FUSION- SEAL EVERY TIME UP TO BONDED EPDXY COATING, 250 PSI.WITH TWIN SEAL _ CONFORMING TO AWWA DESIGN. C-550 AND NSF61 APPROVED, PROTECTS BOTH INSIDE AND ELLIPTICAL BOLT OUTSIDE OF VALVE. HOLE DESIGN ELIMINATES THE NEED FOR ANTI-ROTATION BOLTS SMOOTH, UNOBSTRUCTED PADS ON THE BOTTOM OF FULL SIZE WATERWAY IS ALL VALVES KEEP VALVE FREE OF POCKETS, CAVI- IN UPRIGHT POSITION TIES,AND DEPRESSIONS FOR EASIER STORAGE ALLOWING FOR MINIMAL AND PROTECTION FROM FLOW LOSS AND LOWER THE ELEMENTS. PUMPING COSTS. ALL TAPPING VALVES ALL VALVES ARE RATED AT 250 PSI FOR 10 YEAR LIMITED WARRANTY ACCEPT FULL SIZE AWWA SERVICE AND 200 PSI FOR TAPPING CUTTER. ULFM SERVICE.ALL VALVES ARE HYDROSTATICALLY TESTED TO 500 PSI. SPECIFICATIONS /AVAILABLE CONFIGURATIONS & STYLE NUMBERS M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) Size Range Water Working Bubble Tight Seat Hydrostatic Shell Pressure psi Test psi Test psi AWWA 4"— 12" 250 Water Works 250 & 400 500 ULFM 4"— 12" 200 Fire Protection 250 &400 500 Style No. Style No. Style No. Size With With With Available End Connections Range 2"Nut Hand wheel Post Plate Mechanical Joint(NRS) 2"-12"(no 2 '/2")7571 7571-HW (3"-12") 7571-P Fan ed Ends (NRS) 2"-12" 7561 7564t-HW (3"-12") 7561-P Note: 7561A is Tapped&Plugged in"A"Position 2"—4" _ %"gyp 6"— 12"=3/4"Tap lan ed End X Mechanical Joint S 3"-12" 7572 75]r HW 7572-P Push-on (For PVC/SDR) 2"-8" 7597 7597-HW - (3"-8") 7597-P Threaded(NRS) 2"-3" 7057 7057-HW (3"only) 7057-P Push-on (For D.I. /C900) (NRS) 4"-12" 7901 ` 7901-HW 7901-P Push-on X Flange (For D.I. /C900)(NRS)4"-12" 7902 HW 7902-P Flanged Ends(OS&Y) 2'/2"42" 706FAl. N/A Note: 7068A is Tapped&Plugged in"A"Posit"� _ %2"Tap 6"— 12"=3/4"Tap Tapping Valve (NRS) 4"42" f9511_ - 7950-HW 7950-P Note: Each size accommodates a full sizei ter to mg cutter. M.J. Cutting-in Valve(NRS) 4"-12" 7576-HW 7576-P Note: 3"and below manufactured to c509 s c of ductile iron. VALVE ACCESSORIES Mechanical operational acc es ar r valves having special operational needs such as; 1. Location with lima 2. Hazardous location 3. Revision of operatioft position 4. High Torque OperatioT 5. Indication of Valve Position Accessory selection must be evaluated for its capability to transmit the required torque requirements to the valve. To assure long-term trouble free operation, its materials of construction should take into account factors relating to corrosion and maintenance. Accessories used on M&H valves can include the following: Electric Motor Operators Stem Guides Indicator Posts Hand wheels "T"Handles Extension Stems Floor Boxes Chain Wheels Floor stands(Non-rising stem) Position Indicators Miter Box Gearing Electronic Switches July 2005 / C515 Gate Valves LISTED 7572 WITH 2" SQUARE NUT E F M NSF A.W.W.A Standard C515 7572-HW ® $$$H APPROVED 7572 P WITH POST PLATE OPTIONAL K HAND HEEL 2" SQUARE OPTIONAL POST PLATE MJ END IN ACCORDANCE TO ANSI/AWWA C111/A21.11 Ir if I I O E + C F NUMBER & SIZE FLANGED END IN B OF BOLTS ACCORDANCE WITH A H—FLANGED ENDS 125 LB. STD. DRILLING J—MJ END PER ASME/ANSI B16.1 VALVE SIZE A B C D E F G H J K WEIGHT 2" NUT **3 8 1/4 4 1/4 2 1/2 7 3/4 7 1/2 3/4 12 3/8 4-5/8 4-5/8 10 38 4 9 1/4 4 3/4 2 1/2 9 1/8 9 15/16 14 3/4 8-5/8 4-3/4 10 75 6 10 1/2 5 1/4 2 1/2 11 3/8 11 1 19 8-3/4 6—,3/4 12 120 8 12 5 16 6 9 16 2 1/2 13 3/4 13 1/2 1 1 8 22 1/2 8-3/4 6-3/4 14 185 10 14 1/4 7 3/4 2 1/2 15 3/4 16 1 3/16 26 1/2 12-7/8 8-3/4 18 331 12 15 8 2 5 8 18 19 1 1 4 30 12-7/8 — 18 523 NOTE: 3" MANUFACTURED TO C509 SPEC, BUT MADE OF DUCTILE IRON *HANDWHEEL--ADD 6.5# (Y-4"), 7#(6"), 10#(8"), 16#(10" & 12") *INDICATOR POST PLATE ADD 16# (Y-12") ONLY *PALLET QUANTITIES 2" NUT: 30(3"), 40(4"), 21(6"), 8(8)", 6(10"), 4(12") *PALLET QUANTITIES HANDWHEEL: 30(3"), 40(4"), 21(6"), 8(8"), 6(10"), 4(12") *TURNS TO OPEN: 10(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(8"), 31 1/2(10"), 37 3/4(12") **3" to C509 spec but ductile iron DWN: TRIJ 3" THRU 12" M&H VALVE COMPANY DATE: 7/1/05 RESILIENT SEAT GATE VALVE ANNISTON,ALABAMA DWG. NO. C515-STYLE 7572 A DIVISION OF MCWANE INC. 7572 FLANGE X MJ THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. - 28U - Flange Joint AWWA C110/A21 .10 ull Body TYLER UNION® ReF sed 06//11 Quality Waterworks Products SUBMITTAL (Current revisions for all Standards aaab) SIZES:............................2" through 48" STANDARDS:.................ANSI/AWWA C1 10/A21.10-08 plus NFPA 3" to 12" UL listed (EX 211 1) Note: Cast with tested and traceable ASTM A536 Ductile Iron PRESSURE RATING:....... 2"-48" rated @ 250 psi Note: With the use of special flange gasket 2"-24" flanged fittings can be rated @ 350 psi. For 350 psi flange joint applications, we recommend the use of annular ring type gasket or comparable. DEFLECTION:................. Deflection is not recommended for flanged joint fittings due to the rigidity of the joint upon completion of installation. NSF-61: .........................Meets all requirements, UL Listed (MH16439) COATING:......................ANSI/AWWA C104.A21.4-08 (Asphaltic or Tnemec Pota Pox 140N-121 1) CEMENT LINING: ..........ANSI/AWWA C104.A21.4-08 (Double Cement lined Available) EPDXY COATING:..........ANSI/AWWA C1 16/A21.16-09 Note: Epoxy coated fittings are available to the specifications) required for your application(s) BARE:.............................Available FLANGES:......................ANSI Class 125 per ASME B16.1 and ANSI/AWWA C1 1 1/A21.1 1-7 Note: *ANSI Class 250 ASME 1316.1 flanged fittings available Note: *Due to larger bolt sizing and bolt circle, Class 250 flanges are not compatible with Class 125 flanged fittings. AWWA C1 10 and AWWA C1 15 Class 125 flanges are compatible. FLANGE THICKNESS:....ANSI/AWWA C151/A21.51-05; Standard Class 125 template for drilling bolt holes Note: Drilling templates are in multiplies of 4, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line. BOLTS:...........................ANSI/AWWA C111/A21.11-7 INSTALLATION:............. Per AWWA C600-10 using pipe conforming to ANSI/AWWA C151/A21.51-02 FLANGE DETAILS Nominal Dia. of Flange Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Dia. Inch O.D. Circle T Diameter of Holes &Lengths 0 2 6 4.75 .62 .75 4 %x21/4 O iS� O 3 7.5 6 .75 .75 4 %x21/2 4 9 7.5 .94 .75 8 %x3 B.C. >6 11 9.5 1.00 .875 8 3/4x31/2 O - > 8 13.5 11.75 1.12 .875 8 3/4x31/2 O O 10 16 14.25 1.19 1.00 12 7/ax4 >12 19 17 1.25 1.00 12 78x4 1 14 21 18.75 1.38 1.125 12 1x41/2 1 16 23.5 21.25 1.44 1.125 16 1 x41/2 O.D. 18 25 22.75 1.56 1.25 16 1%sx5 20 27.5 25 1.69 1.25 20 1%sx5 24 32 29.5 1.88 1.375 20 11/4x51/2 30 38.75 36 2.12 1.375 28 11/4x61/2 36 46 42.75 2.38 1.675 32 11/2x7 T 42 53 49.50 2.62 1.625 36 11/2x71/2 48 59.50 56.00 2.75 1.625 44 11/2x8 Tyler Union Waterworks Locations 11910 CR 492 -Tyler,TX 75706 - (800)527-8478 1501 W. 17th St. -Anniston,AL 36201 - (800)226-7601 1001 ElCamino Ave. -Corona,CA 92879 - (866)527-8471 6204 N.Marine Dr. - Portland,OR 97203 - (866)527-8471 www.tylerunion.com www.sigmaco.com @SIGMA FLANGED FITTINGS CAST IRON/DUCTILE IRON 2" - 54" CAST IRON/DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS MATERIAL: Cast Iron:ASTM A48, Grade 25B(2"- 14")/Grade 30B(16"-54") Ductile Iron ASTM A536 PRESSURE: 250 PSI Water Working Pressure for Cast Iron sizes 2"-12" 250 PSI Water Working Pressure for Ductile Iron sizes 2"-48" < 150 PSI Water Working Pressure for Ductile Iron sizes 54"-64" 150 PSI Water Working Pressure for Cast Iron sizes 14"-54" TESTING: In accordance with ANSI/AWWA C110/A21.10 where applicable. Other items are in accordance with manufacturer's standards. LAYING LENGTH: In accordance with ANSI/AWWA C110/A21.10 where applicable. Other items are in accordance with manufacturer's standards. CEMENT LINING: In accordance with ANSI/AWWA C104/A21� 4 COATING: Tar coated (bituminous) inside and out in accordance with ANSI/AWWA C104/A21.4 Red Primer Outside For special conditions, other types of coatings and linings are available. Please specify when ordering APPROVALS: 2"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: ANSI/AWWA C110/A21.10 Where applicable. Other items are in accordance with manufacturer's standards. 2 ©2007 Sigma Corporation,All Rights Reserved FLANGED Fittings 7STARO=PIPEPRODUCTS ANSI/AWWA C 110/A21.10 DI & CI 2" - 54" DUCTILE AND GRAY IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: DUCTILE IRON PER ASTM A536-GRAY IRON PER ASTM A126 PRESSURE: GRAY IRON 250 PSI RATING FOR 2"-12"SIZES AND 150 PSI RATING FOR 14"-36" DUCTILE IRON 250 PSI RATING FOR 2"-48"SIZES AND 150 PSI RATING FOR 54". TESTING: IN ACCORDANCE WITH ANSI/AWWA C110/A21.10,C153/21.53,UL AND FM REQUIREMENT LAYING LENGTH: 2"-48"SIZES IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 AND ANSI B16.1. 54"SIZES IN ACCORDANCE WITH ANSI/AWWA C153/A21.53. FITTINGS NOT LISTED IN ANSI/AWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG. WEIGHTS: DO NOT INCLUDE ACCESSORIES,CEMENT LINING AND COATINGS DRILLING: IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 AND NSI B16.1 CLASS 125 FLANGES. CEMENT LINING: IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 COATING: ASPHALTIC SEAL COAT INSIDE IN ACCORDANCE WI A WWA C104/A21.4 AND PRIME COAT OUTSIDE. APPROVALS: 4"-12"UNDERWRITERS LABORATORIES LISTE C RY MUTUAL APPROVED. NSF 61 - T - ♦\\AWWA B.o O /�► L OjN O.D. b APPROVED Flange details Bolts SIZE O.D. B.C. T Bolt Hole Dia. Size No. * 2 6.00 4.75 0.62 0.75 5/8x2 1/4 4 3 7.50 6.00 0.75 0.75 5/8x2 1/2 4 4 9.00 7.50 0.94 0.75 5/8x3 8 * 5 10.00 8.50 0.94 0.88 3/4x3 8 - >6 11.00 9.50 1.00 0.88 3/4x3 1/2 8 >8 13.50 11.75 1.12 0.88 3/4x3 1/2 8 10 16.00 14.25 1.19 1.00 7/8x4 12 -> 2 19.00 17.00 1.25 1.00 7/8x4 12 14 21.00 18.75 1.38 1.13 1A 1/2 12 16 23.50 21.25 1.44 1.13 1A 1/2 16 18 25.00 22.75 1.56 1.25 11/8x5 16 20 27.50 25.00 1.69 1.25 1 1/8x5 20 24 32.00 29.50 1.88 1.38 1 1/4x5 1/2 20 30 38.75 36.00 2.12 1.38 1 1/4x6 1/2 28 36 46.00 42.75 2.38 1.63 1 1/2x7 32 42 53.00 49.50 2.62 1.63 1 1/2x7 1/2 36 48 59.50 56.00 2.75 1.63 1 1/2x8 44 * 54 66.25 62.75 3.00 2.00 1 3/4x8 1/2 44 NOT INCLUDED IN AWWA C110 Page 22 Tel: (800) 999-3009,(281)558-3000,Fax: (281)558-9000 www.sigmaco.com OSIGMA Weights in Pounds, Less Accessories/ Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 3-48" Ductile Iron Mechanical Joint Fittings Class 350 MATERIAL: Ductile Iron ASTM A536 PRESSURE: 35OPSI WATER WORKING PRESSURE (CLASS 350) 3" - 24": & 250 PSI 30" -48" TESTING: In accordance with ANSI/AWWA C153/A21.53 & UL- FM requirements LAYING LENGTH:Short body design - straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characterisitics, in accordance with ANSI/AWWA C153/A21.53 CEMENT LINING: In accordance with ANSI / AWWA C1O4/A21.4 COATING: Tar coated (bituminous) inside and out in accordance with ANSI/AWWA C1O4/A21.4 GASKETS: SBR in accordance with ANSI/AWWA C111/A21.11 T-BOLTS: Low Alloy corrosion resistant high strength steel in accordance with ANSI/AWWA C111/A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF61 Standard ANSI / AWWA C153/ A21.53 for Compact Ductile Iron Fittings 3"-48" for water and other liquids. M t 0.19 I Ls r ♦ s r 0.12 h o.rs r. 0.31 In. P B Kp J D C F A K, Mechanical Joint Detail Plain End Detail Bolts Size A B C D F J K1 K2 L M P S X No Size Len Ls 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.63 0.39 3/4 4 5/8 3.0 5.5 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.75 0.39 7/8 4 3/4 3.5 5.5 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.75 0.43 7/8 6 3/4 3.5 5.5 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.75 0.45 7/8 6 3/4 3.5 5.5 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.75 0.47 7/8 8 3/4 3.5 5.5 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.75 0.49 7/8 8 3/4 3.5 5.5 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.75 0.55 7/8 10 3/4 4.0 8.0 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.75 0.58 7/8 12 3/4 4.0 8.0 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.75 0.68 7/8 12 3/4 4.0 8.0 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.75 0.69 7/8 14 3/4 4.0 8.0 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 0.75 7/8 16 3/4 4.5 8.0 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 1.00 0.82 11/8 20 1 5.5 8.0 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 1.00 11/8 24 1 5.5 8.0 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.00 1.25 13/8 28 11/4 6.0 8.0 48 150.80 14.00 152.09 152.26 150.97 157.50 160.00 160.00 11.45 12.00 11.00 11.35 13/8 132 11/4 16.0 18.0 1 ©2007 Sigma Corporation,All Rights Reserved 23U 1hr,00io Mechanical Joint Compact Fittings SUBMITTAL SIZES: 3" through 36" STANDARDS: ANSI/AWWA C153/A21 .53 PRESSURE RATING: 3"-24" @ 350 PSI; 30"-36" & fittings with flanged branches @ 250 PSI NSF-61: Meets all requirements, UL Certified COATING: ANSI/AWWA C104/A21.4 CEMENT LINING: ANSI/AWWA C104/A21.4, Double availabi EPDXY COATING: ANSI/AWWA C1 16/A21.16 BARE: Available r M�{ r L �BOLTS: ANSI/AWWA C111/A21.11 INSTALLATION: AW WA C600 - x t 0 7" S T 0.12 in. 2° 0.75 in. 0.31 in. B K2 J D C F A K1 JOINT DIMENSIONS IN INCHES BOLTS Size A Dia. B C Dia. D Dia. F Dia. 0 J Dia. K' Dia. K'Dia. L M S T X Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 28' 6.19 7.62 7.69 0.58 0.62 0.39 0.33 3/ %x3 4 4 4.80 2.50 5.92 6.02 4.90 28' 7.50 9.06 9.12 0.60 0.75 0.39 0.34 Y8 3/4x31/2 4 6 6.90 2.50 8.02 8.12 7.00 28' 9.50 11.06 11.12 0.63 0.88 0.43 0.36 Y8 3/4x31/2 6 ---->8 9.05 2.50 10.17 10.27 9.15 28° 11.75 13.31 13.37 0.66 1.00 0.45 0.38 %8 3/4x3'/2 6 10 11.10 2.50 12.22 12.34 11.20 28' 14.00 15.62 15.62 0.70 1.00 0.47 0.40 %s 3/4x31/2 8 >12 13.20 2.50 14.32 14.44 13.30 28° 16.25 17.88 17.88 0.73 1.00 0.49 0.42 %s 3/4x31/2 8 14 15.30 3.50 16.40 16.54 15.44 28' 18.75 20.31 20.25 0.79 1.25 0.56 0.47 3/8 3/4x4 10 16 17.40 3.50 18.50 18.64 17.54 28' 21.00 22.56 22.50 0.85 1.31 0.57 0.50 3/8 3/4x4 12 18 19.50 3.50 20.60 20.74 19.64 28' 23.25 24.83 24.75 1.00 1.38 0.68 0.54 3/s 3/4x4 12 20 21.60 3.50 22.70 22.84 21.74 28' 25.50 27.08 27.08 1.02 1.44 0.69 0.57 %8 3/4x4 14 24 25.80 3.50 26.90 27.04 25.94 28' 30.00 31.58 31.50 1.02 1.56 0.75 0.61 %8 3/4x41/2 16 30 32.00 4.00 33.29 33.46 32.17 20' 36.88 39.12 39.12 1.31 2.00 0.82 0.66 11/a 1x5'/2 20 36 38.30 4.00 39.59 39.76 38.47 20' 43.75 46.00 46.00 1.45 2.00 1.00 0.74 11/8 1x5'/2 24 MAPE IN Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler,Texas 75710 • (903) 882-5511 "A] Union Foundry Company • PO. Box 309 • Anniston,Alabama 36202 • (256) 236-7901 STA-WPIPE PRODUCTS II ' Pipe •and Accessories !S Compact MJ Fittings ANSI/AWWA C153/A21.53 2" - 64" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 3"-24"sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-60"sizes TESTING: In accordance with ANSI/AWWA C153/A21.53 and UL requirements LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) �4 WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating FLANGES: Flanged ends on fittings match ANSI/AWW C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 --size 2"-3"single thickness and sizes 4"-64"double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 GASKETS: SBR in accordance with ANSI/AWWA C111/A21.11 (see pg. 17) T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA C1 1 1/A21.1 1 (see pg. 16) APPROVALS: 4"-12"Underwriters Laboratories Listed 3"and greater are UL/NSF-61 DIMENSIONS: All dimensions are in inches unless noted otherwise M l -L I I T /\\ - � T - - -- AWWA K1 MEMBER 0 7° K2 5 J 2° V.75 in. I; C 0.12in. 2"-24" 0.31 in. QQ 30"-64"=0.38 in. 8 WATER QUALITY MECHANICALJOINT • gi- NOM. BOLTS SIZE A DIA. B C DIA. D DIA. F DIA. J DIA. Kl DIA. K2 DIA. L M S 0 X DIA. SIZE NO. * 2 2.50 2.50 3.39 3.50 2.61 4.75 6.1 9 6.25 0.58 0.62 0.36 28° 3/4 5/8 x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 280 3/4 %x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 280 7/8 3/4 x 3'/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28° I 7/8 I 3/4 x 3'/2 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28° I 7/e I 3/4 x 3'/2 6 O 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 280 7/8 3/4 x 4 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 280 7/8 3/4 x 4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 280 7/8 3/4 x 4'/2 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 280 7/8 3/4 x 4'/2 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 280 7/8 3/4 x 4'/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 280 7/8 3/4 x 4'/2 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0.75 280 7/8 3/4 x 5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 200 1 '/8 1 x 6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 200 1 '/8 1 x 6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 200 1 % 1 '/4 x 6'/2 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 200 1 % 1 '/4 x 6'/2 32 * 54 * 60 (Dimensions Available On Request) * 64 REV.07 I1II *Not Included in AWWA C153 REGISTERED TRADEMARK OF STAR PIPE PRODUCTS FM STAR'PIPE PRODUCTS Approvals HOUSTON CORPORATE TOLL FREE 1-800-999-30091 FAX 281-558-9000 oaimssmm xea�o� w .starpipeproducts.com °so",.zoo" Page 3 HD Fowler Company Submittal - BFD7NL 77590 %I RI A!ZMAW,it .0;W. DIRECTING THE FLOW OF 4,rc / TO OUR VALUED CUSTOMER: We hereby certify that to the best of our knowledge and belief that the domestic lead-free fittings supplied to us by Lee Brass and New England Union Company comply with the following standards: SPECIFICATIONS DIMENSION ANSI/ASME B16.14, B15.15,1316.18 MSS-SP-106(FLANGES) A-A-5961 (UNION) THREADS ANSI/ASME B1.20.1 MATERIAL ASTM 584-06a(C89833)LEAD FREE Cu=87.0-91.0% Sn=4.0-6.0% Pb=0.10%(Max.) Zn=2.0-4.0% Ni=1.0%(Max.) P=0.05%(Max.) Si=0.005%(Max.) Al=0.005%(Max.) S=0.08%(Max.) Fe=0.3%(Max.) Sb=0.25%(Max.) Bi=1.7-2.7% ANN Please consider this letter official notification that these fittings meet all applicable state and federal lead-free requirements, and are also certified by NSF to NSF/ANSI 61 Annex G. Regards, Charlene Urban Purchasing Merit Brass Company P.O.Box 43127•One Merit Drive•Cleveland,OH 44143 Phone:216 261 9800•Toll Free:800 726 9800•Fax:800 726 9880•www.merilbrass.com•www.mbwebXpress.com 0Mi W Gv l C'mt-1e N.8375 23U - ANSI/AWWA C153/A21.53 -- Mechanical Joint Compact Ductile Iron Fittings TYLER UNION 0 Revised 4/2C18 Duality Waterworks Products E] DOMESTIC NON-DOMESTIC SUBMITTAL: C153 MECHANICAL JOINT PRODUCT (Current revisiois ror the n3ted Standards apply! SIZES: 2"-64'(2"no:included in ANSI/AVMA C153 standard) STANDARDS: ANSI/AWWA C133/A21.53,NFP,A13/24,3"-16"UL and 3" 10"FM listed&approved:File Tyler Union) MATERIAL: Cast of ASTM AS36 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings rated at 250 psi.Mechanical joints 2" 24"rated at 350 psi and 30" 48" at 250 psi. *Note: With rubber annular ring flange gasket,2"-24"Flanged fittings can be rated at 35C psi. Note Wyes over 12"are not pressure rated, Contact Tyler Union for rating in yOL.r application. DEFLECTION: Joint deflection 5`max fo,2"-12'and 3'max for 14"-48".Reduces by 50%at nominal pipe&fitting diameters NSF-61&NSF372: Meets all requ rements including Annex G,Tyler Union's Underw aboratory listing MH16439. ASPHALT COATING: Per ANSI/AWWAC104/A21.4 and ANSI/AWWAC153/A21.53. CIE MENT LINING: Per ANSI/AWWA C104/A21.4,with do,lble cement lining avails pnn rPrluPst. EPDXY COATING Fusinn bonded epnxy per ANSI/AWWA Cl 16/A21.16_ Additional coatings a\,ailahlP upon roquest. BARE FITTINGS- Available upon request- laO, ■ FASTNERS: High strength lonralloy weathering steel per ANSI/ WA C111/A21.11 and ASTM A.242 INSTALLATIOW Install per AWU/A C600/C651 using pipe c3nforming to ANSI/A\VAA C1S1/A2_ 51 nr AWWA C900/905 .31 7' T 2' 0.75 K2 d C A 0.12-� F K' NOMINAL JOINT DIMENSIONS IN INCHES BOLTS Sue A Dia. D Hub C Dia. D Dia. F Dia Dia. K Dia d=Dia L M S T V. Size Qtv. Inches DI pipe Cepth GLAND GiI A14D GIAND GLAND 2 251 2.50 3.50 3.50 2.61 4.75 5.15 6.89 0.58 0.62 0,36 C.30 3,f4 51&3 2 3 396 2.50 4,84 4.94 4.06 6.13 7.52 7.69 0.58 0.62 0.39 C.33 3!4 5/8x3 4 4 480 2.50 5.92 6.0: 490 7.50 9.36 5.12 0.60 0.75 0.39 C 34 V8 3/43-1/2 4 6 690 2.50 8.02 5.12 7.00 9.50 21.05 11.12 0.63 0.88 0.43 C.36 V8 3/4x3-1/2 6 8 905 2.50 10.17 1027 9.15 11 75 13.31 13.37 0.66 1.00 0.45 C.38 7!8 3/4x4 6 10 11.10 2.50 12.22 1234 11.20 14.00 15.62 15.62 0.70 1.00 0.47 C.40 718 31410 8 12 3.20 2.50 14.32 1444 13 30 16.25 1729 17.99 0.73 1.00 0.49 C.42 718 3/4x4 8 14 1'­9U 3,50 16.40 1654 1544 18,i5 10.31 20.25 U39 1.25 0.55 LA/ 118 3/4x4-1/: I 16 17.40 3.SO 18.50 18 64 -7.54 21.00 22.56 22.50 0.85 1.31 0.58 C.50 7,18 3,/4x4 1/2 12 18 19.50 3.50 20.60 2074 1964 23.25 24J33 24.75 1.00 1.39 0.68 C.54 7!8 3!4x4-1/2 12 20 21.60 3.50 22.70 2284 21.74 25.50 27.03 27.00 1.02 1.44 0.69 C.57 7!8 3/4x4-1/2 14 24 25.80 3.50 26.90 2704 2594 30.00 31.53 31.50 1.02 1.56 0.75 C.61 7!8 3/45 16 30 32.CO 4.50 33.29 3345 37.17 36.88 39.12 33.12 1.31 2.00 0.82 C.66 1-1/8 Lx6 2c 36 38.30 4.50 39.59 3975 3847 43.75 d6.00 45.00 1.45 2.00 1.D0 C.74 1-1/8 lx6 24 42 44.50 4.50 45.79 4595 44.67 50.62 53.12 53.12 1.45 2.00 1.25 C.82 1-5/8 1-1/4x6-1/2 28 48 50.80 4.50 52.09 52 2S 5097 57.50 60.00 60.DO 1-45 2.00 1.3S C-90 1-5/8 1-1/4vrS lj2 32 54 Avadabe un Request 60 Avallabc an Re jest 64 Availabe on Re nest Anniston:1501 W 17'6 St.•Anniston,AL 36201•(800)226 76C1 Elmer:701 Konyoi Ave!Elmer,New Jersey 03318 Corona:1OD:El Camino Ave a Co ono,CA 92879 0(866)527.8471 New Lenox:2200 West Havene New Lenox,I-60451 Tyler 11930 CR 492•Tyler,Texas 73706•1900)527-8478 Portland:1S670 N.Lombard St.•Portland,OR 97203 Dallas:12C1 Ave !).Slutelm a Grande Prairie, Ix/50,)0 Oxford:18W breenbrler Dear Noac sAnniston,AL 3b2U1 T er V n ion MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment SOLID & TAPPED PLUGS & CAPS SOLID SLEEVES T T r T T V - - - y4 I 311-1 2" 1 411-24" 311-1 2" 1 4"-24" Li L` MJ Plug MJ Cap Short '----iii-Long Dimensions Max. Weights Dimensions Weights Size T Tap Plugs Caps Size T L' L' Short Long 3 .46 2 9 8 3 .34 7.5 12 13 22 4 .46 2 9 10 4 .35 7.5 12 19 25 6 .46 2 18 18 6 .37 7.5 12 28 39 8 .46 2 25 26 8 .39 7.5 12 38 55 10 .56 2 36 32 10 .41 7.5 12 48 68 12 .56 2 47 46 ` l2 .43 7.5 12 62 81 14 .62 2 76 85 14 .56 9.5 15 116 146 16 .62 2 98 94 16 .57 9.5 15 138 174 18 .65 2 138 121 18 .68 9.5 15 160 230 20 .66 2 158 149 20 .69 9.5 15 212 269 24 .68 2 223 210 24 .75 9.5 15 272 380 30 * (Available Soon see List Prices) ... 30 (Available Soon see List Prices) 36 * (Available Soon see List Prices) ... 36 (Available Soon see List Prices) . Li ADAPTERS L z TAPPED TEE Yj I MJ x FE FE x PE Dimensions Weights ' Size T L' L2 MJxFE FExPE T 3 .34 6 12 18 ... MJ Tapped Tee (2" Tap) 4 .35 6 12 26 23 Dimensions 6 .37 6 12 36 35 Size T L Max.Tap Weights 8 .39 6 12 50 50 3 .34 6 2 19 10 .41 6 12 60 69 4 .35 6 2 23 12 .43 6 12 88 88 6 .37 6 2 35 14 .51 6 12 127 ... 8 .39 6 2 54 16 .52 6 12 155 149 10 .41 6 2 68 20 .60 6 ... 275 ... 12 .43 6 2 88 30 .66 8 ... ... ... 16 .52 6 2 164 36 .74 8 ... ... Tyler Pipe/Utilities Division• P.O.Box 2027•Tyler,Texas 75710•(903)882-5511 6 Union Foundry Company• P.O.Box 309•Anniston,Alabama 36202• (256)236-7601 4-4-2003 W TYTON JOINT 0 Pipe C�fl NSF 2010 EDITION P 3 CO TYTON JOINT Pipe TYTON JOINT is U.S.Pipe's trademark for pipe with apush-on type connection.Simplicity, ,. , sturdiness and water-tightness of the system are built into the system by design.Convincing ANSI/AWWA C151/A21.5,Ductile-Iron Pipe, proof of its worldwide acceptance is shown by the fact that more than 95%of the pipe now sold Centrifugally Cast for Water. by U.S.Pipe is TYTON JOINT Pipe. Ductile Iron TYTON JOINT Pipe is centrifugally TYTON JOINT Pipe is available in sizes 4"through 64".Sizes 4"through 42"are available in cast in metal molds in accordance with ANSI/ nominal 18-foot laying lengths.6"through 24"sizes along with sizes 48"through 64"are AWWA C151/A21.5. available in nominal 20-foot laying lengths. (The asphaltic outside coating is in accordance TYTON JOINT Pipe in sizes 4"through 36"are UL Listed and sizes 4"through 16"are FM Approved. with ANSI/AWWA C151/A21.51. When TYTON JOINT Pipe are used for bridge crossings or other above-ground installations,A )As specified in ANSI/AWWA C151/A21.51, length of pipe must be supported in a manner to restrict both vertical and horizontal movemeft pipe weights have been calculated using standard barrel weights and weights of TYTON®Gasket is the only accessory required when installing TYTON JOINT Pipe.It is a circular bells being produced. rubber gasket which has a modified bulb shape in cross section.Gaskets are furnished in accordance with ANSI/AWWA C111/A21.1.Composition and dimensions I the gasket have been ANSI/AWWA C104/A21.4,Cement-Mortar carefully engineered to ensure a water-tight and lasting seal.The standard TYTON Gasket is Lining For Ductile-Iron Pipe and Fittings manufactured of SBR-styrene butadiene rubber.Gaskets of special elastomers may be ordered For Water. for special applications.The gasket contour and bell socket contour ensure that the gasket will The cement-mortar lining and inside coating remain seated during proper assembly of the pipe.When joint restraint is required for push-on are in accordance with ANSI/AWWA C104/A21.4. joint pipe,two options are available from U.S.Pipe.For joint restraint of 4"through 24", Special linings and/or coatings can be FIELD LOK 350'Gaskets may be used and for joint restraint for 30"and 36",FIELD LOK®Gaskets furnished for specific conditions. may be used.FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4"through 24".In addition,for 4"through 64"sizes,TR FLEX®Pipe and Fittings may be used.TR FLEX Pipe and Fittings are ANSI/AWWA C111/A21.11,Rubber-Gasket rated for working pressures for 350 psi in 4"through 24"sizes,250 psi in sizes 30"through 48", Joints for Ductile-Iron Pressure Pipe and 200 psi in sizes 54"through 64".For higher pressure applications contact your U.S.Pipe and Fittings. representative.Complete details on both FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings TYTON®Gaskets are furnished in accordance can be found on our website,www.uspipe.com. with ANSI/AWWA C111/A21.11. NOTE:U.S.Pipe qualifies for Federal Procurement under Public Law No.94-580,Section 6002, ANSI/AWWA C105/A21.5,Polyethylene known as the Resource Recovery Act of 1976,since,due to modern technology,recycled iron and steel scrap is used to a large degree in our Ductile Iron Pipe production. Encasement for Ductile Iron Pipe Systems. The plain end of the pipe is furnished beveled or with a quarter ellipse on the edge to allow assem- If specifiers and users believe that corrosive bly.More than 40 years of successful experience have proved its sealing capabilities.Hydrostatic soils will be encountered where our products tests have shown that the system will withstand pressures far in excess of rated pressures. are to be installed,please refer to ANSI/AWWA C105/A21.5,for proper external protection procedures. ASTM A746-03"Standard specification for Ductile Iron Gravity Sewer Pipe." ASTM A716-08"Standard Specification for Ductile Iron Culvert Pipe." TYTON®,TYTON JOINT®,TR FLEX®and FIELD LOK 350®are Registered Trademarks ASTM A536"Standard Specification for of U.S.Pipe and Foundry Company,LLC. Ductile Iron Castings." U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 W TYTON JOINT 0 Pipe NSF 2010 EDITION P 8 00 0 Pipe Diameters Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. NOMINAL PIPE SIZE PIPE DIAMETER Inches Inches MINIMUM MAXIMUM 4 4.74 4.86 >6 6.84 6.96 > 8 8.99 9.11 10 11.04 11.16 12 13.14 13.26 14 15.22 15.35 e) 16 17.32 17.45 18 19.42 19.55 20 21.52 21.65 24 25.72 25.85 30 31.94 32.08 36 38.24 38.38 42 44.44 44.58 48 50.74 50.88 54 57.46 57.60 60 61.51 61.65 64 65.57 65.71 Above table based on ANSI/AWWA C151/A21.51 guidelines for push-on joints. NOTE:For accuracy,a diameter tape graduated in 100th's must be used. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 W TYTON JOINT 0 Pipe NSF 2010 EDITION P 9 00 0 Bell Dimensions IIM C4"-2411 B A e) NOTE:Actual bell configuration C 30"-64" may vary from illustration shown. B A A B C SIZE PIPE OUTER DIAM BELL OUTER DIAMETER SOCKET DEPTH Inches Inch Inches Inches 4 4.80 6.52 3.15 6 41114hI 6. 8.66 3.38 > 8 9.0 10.82 3.69 10 11.10 12.91 3.75 > 12 13.20 15.05 3.75 14 15.30 17.67 5.00 16 17.40 19.79 5.00 18 19.50 21.91 5.00 20 21.60 24.03 5.50 24 25.80 28.21 5.95 30 32.00 35.40 6.55 36 38.30 41.84 7.00 42 44.50 49.36 7.90 48 50.80 55.94 8.60 54 57.56 63.38 9.40 60 61.61 67.38 10.10 64 65.67 71.56 10.65 *Subject to manufacturing tolerances.Dimensions in inches. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 W TYTON JOINT 0 Pipe NSF 2010 EDITION P 13 00 0 Thickness Class - Thicknesses, Dimensions and Weight 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE AVG.WEIGHT WEIGHT AVG.WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHf PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 4 51 0.26 4.80 215 11.3 4 52 0.29 4.80 235 12. - - 4 53 0.32 4.80 260 13.11 - - 4 54 0.35 4.80 280 15.0 4 55 0.38 4.80 300 16.1' - - 4 56 0.41 4.80 32 17.3 6 50 0.25 6.90 5 16.0 335 16.0 6 51 0.28 6.90 3 17.8 370 17.8 > 6 52 0.31 6.90 370 19.6 410 19.6 6 53 0.34 6.90 400 21.4 445 21.4 6 54 0.37 6.90 435 23.2 480 23.2 6 55 0.40 6.90 465 25.0 515 25.0 6 56 0.43 6.90 495 26.7 550 26.7 8 50 0.27 9.05 430 22.8 475 22.8 8 51 9.05 475 25.2 525 25.2 > 8 52 .33 9.05 520 27.7 575 27.7 8 53 9.05 560 30.1 620 30.1 8 54 0.39 9.05 605 32.5 670 32.5 8 55 0.42 9.05 650 34.8 720 34.8 8 56 0.45 9.05 690 37.2 765 37.2 10 50 0.29 11.10 570 30.1 630 30.1 10 51 0.32 11.10 625 33.2 690 33.2 10 52 0.35 11.10 680 36.2 750 36.2 10 53 0.38 11.10 730 39.2 810 39.2 10 54 0.41 11.10 785 42.1 870 42.1 10 55 0.44 11.10 840 45.1 930 45.1 10 56 0.47 11.10 890 48.0 990 48.0 NOTE:Thicknesses and dimensions of 4"through 64"Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D.of spigot end:4-12 in., 0.06 in,; 14-24 in,,+0,05 in.,-0.08 in.;30-48 in.,+0.08 in.,-0,06 in.;54-64 in.,+0.04 in.,-0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. fit Including bell;average weight,per foot,based on calculated weight of pipe before rounding. Table continued on next page. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 W TYTON JOINT 0 Pipe C�fl NSF 2010 EDITION p 14 CO Thickness Class - Thicknesses, Dimensions and Weight (cost.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE AVG.WEIGHT WEIGHT AVG.WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 12 50 0.31 13.20 725 38. 41L 800 38.4 12 51 0.34 13.20 790 4 875 42.0 12 52 0.37 13.20 855 45.6 945 45.6 12 53 0.40 13.20 920 .2 1015 49.2 12 54 0.43 13.20 985 0,10752.8 1090 52.8 12 55 0.46 13.20 1045 It 1160 56.3 12 56 0.49 13.20 1110 59.9 1230 59.9 14 50 0.33 15.30 910 47.5 1005 47.5 14 51 0.36 15.30 985 14 52 0.39 15.30 '%060 55.9 1170 55.9 14 53 0.42 1 1us 60.1 1255 60.1 14 54 0.45 .30 1210 64.2 1340 64.2 14 55 0.48 0 1285 68.4 1420 68.4 14 56 0.51 1360 72.5 1505 72.5 16 50 0.34 40 ` 1065 55.8 1175 58.8 16 51 .40 1150 60.6 1275 60.6 16 52 .40 .40 1240 65.4 1370 65.4 16 53 17.40 1325 70.1 1465 70.1 16 54 0. 17.40 1410 74.9 1560 74.9 16 55 0.4 17.40 1495 79.7 1655 79.7 16 56 0.52 17.40 1580 84.4 1750 84.4 18 50 0.35 19.50 1225 64.4 1355 64.4 18 51 0.38 19.50 1325 69.8 1465 69.8 18 52 0.41 19.50 1420 75.2 1570 75.5 18 53 0.44 19.50 1520 80.6 1680 80.6 18 54 0.47 19.50 1615 86.0 1785 86.0 18 55 0.50 19.50 1710 91.3 1895 91.3 18 56 0.53 19.50 1805 96.7 2000 96.7 NOTE:Thicknesses and dimensions of 4"through 64"Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D.of spigot end:4-12 in., 0.06 in.; 14-24 in.,+0.05 in.,-0.08 in.;30-48 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell;average weight,per foot,based on calculated weight of pipe before rounding. Table continued on next page. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 W TYTON JOINT 0 Pipe NSF 2010 EDITION P 17 00 0 Maximum Deflection — Full Length Pipe SIZE MAXIMUM JOINT DEFLECTION PRODUCED BY SUCCESSION OF JOINTS Inches DEFLECTION Inches Feet Degrees 18 FT.LENGTH 20 FT.LENGTH 18 FT.LENGTH 20 FT.LENGTH 4 50 19 — 206 — 6 50 19 — 206 8 50 19 21 206 229 10 50 19 — 206 — 12 50 19 21 6 229 14 50 19 21 206 229 16 50 19 206 229 18 50 19 206 229 20 50 19 2 206 229 24 50 19 21 206 229 30 50 19 — 206 — 36 50 19 — 206 — 42 40 1 258 — 48 40 17 — 287 54 40 — 17 — 287 60 40 17 — 287 64 40 17 — 287 U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 W O_ _ 4 24 .. FIELD LOK ® GASKET C.6 CM - J`F P 3 2005 EDITION cc I FIELD LOK 3500 Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating due to thrust forces.Thrust forces generally occur at changes of ANSI/AWWA C 111/ direction in the line.Usually,a calculated length of pipeline extending from the location of the thrust force is restrained in the joints so that this force can be transmitted to the soil Rubber-Gasket joints nts for Ductile Iron o Standard for surrounding the line.The entire pipeline is often restrained for installations in poor soil or for crit— ical lines. FiELD LOK 350 Gaskets are available in U.S.Pipe's FIELD LOK 350 Gasket has proven to be an extremely successful,trouble-free means �) 4"44"sizes and the pressure rating is of joint restraint for well over one million Ductile Iron pipe and fitting joint assemblies across based on the performance requirements North America.By simply inserting a FIELD LOK 350 Gasket into the socket of a MON JOINT® of ANSI/AWWA C111/A21.11. Pipe,Fitting or Valve,restraint is instantly achieved when the joint is assembled.Stainless steel locking segments vulcanized into the FIELD LOK 350 Gasket grip the pipe to prevent joint separation. FIELD LOK 350 Gaskets,utilizing patented improvements,are rated by U.S.Pipe for operating pressures up to 350 psi—a rating that now matches that of Pressure Class 350 pipe giving the engineer and user new flexibility in designing piping systems. Underwriters Laboratories lists the 4"-24"sizes for 350 psi.Factory Mutual,utilizing a safety factor of 4,approves the 4"-16"sizes for 250 psi and the 18"-24"sizes for 200 psi service. With the use of the FIELD LOK 350 Gasket,push-on joint Ductile Iron MON JOINT Pipe or Fittings can be quickly and securely restrained as the joint is assembled.The restraint provided shall be a boltless,integral restraining system and shall be rated for 350 psi in accordance with the per- formance requirements of ANSI/AWWA C111/A21.11.Field cut pipe are no longer a problem to restrain.No pipe surface preparation*or grooving is required for field cut pipe other than the cut end needing to be beveled as required for any push-on joint spigot end.With the FIELD LOK 350 Gasket in place,the joints are restrained without thrust blocks,bolts,grooves.rods,clamps or retainer glands,resulting in savings of labor,material and time. CAUTION:U.S.Pipe does not recommend FIELD LOK350 Gaskets for use above ground. The long-term effect of cyclical movements can be gradual joint separation to the point that the seal on the gasket bulb is compromised.Sources of cyclical movements include vibration as may be found on bridge crossings,and thermal expansion and contraction resulting from atmospheric temperature changes. These conditions are not experienced with buried pipe lines. *See note on page 5 regarding pipe with thick coatings or tape wrap. FIELD LOO,FIELD LOK3500,MONO, TYTONJOIN70 and TR FLEX®are registered trade- A marks of U.S.Pipe and Foundry Company.FIELD LOK 350 Gaskets are covered by U.S.Patent Numbers 5,295,697 and 5,464,228. NOTE:If specifiers and users believe that corrosive soils will be encountered where products are to be installed,please refer to ANSMAWWA C1057A21.5 Polyethylene Encasement for Ductile Iron Pipe Systems for proper external protection procedures. Pressure Rating:The working pressure rating of the FIELD LOK 350 Gasket Restrained Joint System does not exceed that of the working pressure rating of the pipe in which it is installed. U S.PIPE AND FOUNDRY CO. FIELD LOK 3500 GASKET BRO-080 REVISED09.09 W _ 4 24 .. FIELD LOK 3500 GASKET G 0 2005 EDITION80 P 8 Pipe Diameters Table I. Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. PIPE DIAMETER PIPE CIRCUMFERENCE NOMINAL PIPE Inches Inches SIZE MINIMUM MAXIMUM MINIMUM MAXIMUM Inches 4 4.74 4.86 144/8 1 5-9/32 6 6.84 6.96 21-15/32 21-7/8 8 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-t1/16 35-1/16 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 41-13/16 48-7/32 16 17.32 17.45 54-13/32 54-13/16 18 19.42 19.55 61 61-13/32 20 21.52 21.65 6 7-19/32 681/32 24 25.72 25.85 80-25/32 81-7/32 J%N Assembly Mark and Deflection Table 2.Assembly Mark and Deflection. LOCATION OF MAXIMUM"* DEFLECTION APPROX.RADIUS OF CURVE PIPE ASSEMBLY JOINT Or 18 1t PRODUCED BY SUCCESSION SIZE MARK" DEFLECTION LENGTHS OF JOINTS-18 it LENGTHS Inches Inches Degrees Inches Feet 4 2-3/4 5 19 205 6 2-15/16 5 19 205 8 3-1/4 5 19 205 10 3-5/16 5 19 205 12 3-5/16 5 19 205 14 4-9/16 4 15 257 16 4-9/16 4 15 257 18 4-9/16 4 15 257 20 5-1/16 2.5 9.5 412 24 5-1/2 2.5 9.5 412 U.S.PIPE AND FOUNDRY CO FIELD LOK 3500 GASKET BRO-080 REVISED 09.09 Package It The Product Protection People Density(lbiff) ASTM D3575-08 1.5 1.6 2.2 4.0 0.0 9.6 Compressive Strength(psi) vertical 25% ASTM D3575-08-Suffbf D 7 8 10 17 28 (10 verticals 50% 14 16 1s 28 45 90 Compressive Set(%) ASTM D3675-08-Suffix B <20 201L <20 <15 <15 <15 (%)Compressive Creep I ASTM D3575-09 fol 10-Su BB <10 1.3 osi < 20 psi <10 a<1 25 <10®5 ®.0 osi <10 10 osi <10 020 call hm) Suffix ... _, -- C Tensile 1 Thickness) ASTM D3575-08-Suffbf T 23 24 31 43 85 120 N - Ljr) Tear Resistance(lb/in) Lr) (avg. 1/2'thickness) ASTM D3575-08-Suffix G 7.5 11 17 22 36 V Cal Size(mm) ASTM D3576-04-Modffled 1.9 1.5 1.4 1.1 1 l;n '� I1NaterAbsorption(Ib/R') ASTM D3575-08 N,S <0.3 <0.3 <0.2 <0.2 40.2 ? 166- Thermal Stability(%) ASTM D3575-08-Suffix S. <2 <2 <2 <2 <2 <2 w Static Decay* EIA Std.541-Appen - - <2 <2 <2 c2 <2 c2 (Anti-Static Grade) Surface Resistivity`(ohms/sq) 1.0 x 10'- 1.0 x 10s- 1.0 x 10,- 1.0 x 10,- 1.0 x 10,- 1.0 x 10,- 3 (Anti-Static Grade) EU1 Std.541-Section 4.3 1.0 x 101, 1.0 x 1013 1.0 x 1010 1.0 x 101, 1.0 x 1010 1.0 x 101, a Thermal Conductivity(k value) ASTM C518-91 .49 .49 .43 .43 .43 .43 BTU-IN/HR-F Z-"F Cl. Thermal Resistivity(R value) ASTM C516-91 2.0 2.0 2.3 2.3 2.3 2.3 E HR FTL-F/BTU O (� The date presented for dress products ere for C-thslosrrP pafyethyMne/osm products.Whig vapres shown ere typical of theprodut#s,tMY should not be crostrued as apeciflcstion limifs. 'Anti-Static L Q1 3 aevi.qr nano O LL l� 2 SUBMITTAL INFORMATION Quick Joint Coupling - (C14-xx-Q-NL style) FEMALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Iron Pipe Threads External Nut Stop Quick Joint Nut Stainless Steel Gripper for Axial Restraint 0 FIP Size Quick Joint Size 0 Length Molded Buna-N Spring Tip Gasket Provides Hydraulic Seal DESCRIPTION LENGTH APPROX. PART ✓SUBMITTED ";j' FEMALE IRON PIPE Q.J.FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 1-9/16 .4 C14-11-Q-NL 3/4" 3/4" 1-1/4" .6 C14-33-Q-NL WATER QUALITY 3/4" 1" 1-3/4" .9 C14-34-Q-NL 1" 3/4" 1-3/4" .7 C14-43-Q-NL 1" 1" 2-1/8" .9 C14-44-Q-NL 1-1/2" 1-1/2" 2-7/16" 2.3 C14-66-Q-NL 2" 2" 2-5/8" 2.8 C14-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Annex G • Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 12/06/11 SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded Buna-N Spring Stainless Steel Gripper Quick Joint Nut Tip Gasket Provides Hydraulic Seal T Iron Pipe Size Quick Joint Size Length DESCRIPTION APPROX. PART ✓SUBMITTED G�aOG MALE IRON PIPE Q.J. FOR CTS LENGTH WT.LBS NUMBER -ITEM(S)U 1/2" 1/2" 2" .5 C84-11-Q-NL ` 3/4" 5/8" 2-1/4" - C84-32-Q-NL WATER QUALITY 3/4" 3/4" 2-1/4" .6 C84-33-Q-NL 3/4" 1" 2-3/8" .7 C84-34-Q-NL 1" 3/4" 2-19/32" .7 C84-43-Q-NL 1" 1" 2-9/16" .8 C84-44-Q-NL 1-1/4" 1-1/4" 2-5/8" 1.4 C84-55-Q-NL 1-1/2" 1-1/2" 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Annex G • Body design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 11/01/10 SUBMITTAL INFORMATION AWWA/CC TAPER THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTL External Nut Stop Solid one piece tee-head and stem, Molded EPDM rubber seat with Dual EPDM O-rings in the stem reinforcing ring supports the ball Body Outlet Threads AWWA/CC Threads Quick Joint Nut Stainless Steel Gripper Out Inlet let Molded Spring Tip Gasket provides Hydraulic Seal Length External Nut Stop Fluorocarbon-coated brass ball Image sho#tboCFB1000-4-Q-NL VALVE INLET OUTLET VALVE B UTLET APPROX. PART V SUBMITTED SIZE SIZE SIZE LENGTH dT NX,I D S WT.LBs NUMBER ITEM(S) Note: Ford recommends using insert stiffeners with plastic pipe mtubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 • The product has the letters "INIL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANS1 Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject m change without notice. Please verify that your product information iocurrent. HD Fowler Company Submittal - FOHA31444NL 70790 SUBMITTAL INFORMATION b Angle Single Check Valve - (HA37-xxx-NL style) L��D METER SWIVEL NUT INLET BY FEMALE IRON PIPE THREAD OUTLET Iv1eter Swivel Nut Poppet Assembly Brass Value Body Bronze Snap Ring- includes Acetyl Plastic Poppet / 3C2 Stalrless Steel Spring \Meter Coupling Thread arldrea EPDM Rubber Poppet /� Seal Access Cap EPDM Rubber Meter Gasket 0 0 0 0 0 Inlet - - 0 0 0 0 0 H2iah[ / cPDM D Rirg I ` -- PP.mPAa Iron Pipe Thread < Li th Drilled for Scal Airc Outlet VALVE SIZE METER INLET SIZE OUTLET LE*NTH HEIGHT APPROX. PART ✓SURMITTEO WT.Los NumaER IT!M S1 Sly" 5/S" 3/4" 1-5tall 1-5/f?" 12 HA31-313-N� 3/1'" 5:8'x3A'&314" -/4 1-513" 1-5/12" 1.3 HA31-323-N- i' 1" 1• 1-718" 1-7/12" 16 HA31-444-N, - FEATURES • A'I brass that comes In contact with potable 'Nater conforms to A`NVVA Standard C800 (ASTM 6584, UNS C89833) • The product has the letters "W" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • In-line accessible for quick inspection and replacement of internal working parts without removing the valve from the service line. Replacement kits are available • 175 PSI maximum working water pressure • 180 degree =ahrenheit maximum constant temperature • Conforms to AWVVA C700 for neter threads The Ford Mete,Box Compary considers the information in this subm ttal form to be correct at the tare of pLbiieaticn Item and option availabil ty. including speciricaticns,are eubjecl to change w thout notice r'lease verify that your product info,mation is current. The Ford Meter Box Company, Inc. Submittal By. I r l P.O. Box i-43, 'JVabash, nd ana U.S.A. 46992-0443 Phone 260-563-3171 / Fax: 300-826-3487 Overseas Fax:260-563-0167 www.fcrdmeterb.Dx.com 09i23i 1 b SUBMITTAL INFORMATION 80 Series Coppersetter - (VBH87-xxB-11-77-NL style) FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH BY-PASS (2" METER) FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET Flanged Angle Ball Valve ° 17" Meter Spacing Flanged Angle \ Check Valve \Meter Support/ Bracket Copper Tube Height By-Pass Ball Valve 2-1/8" 0 FIP Inlet/ \FIP Outlet SERVICE LINE CONNECTION APPROX. CATALOG ✓SUBMITTED FIP INLET FIP OUTLET HEIGHT WT. LBS. NUMBER ITEM(S) 12" 32.0 VBH87-12B-11-77-NL 15" 33.0 VBH87-15B-11-77-NL 2" 2" 18" 34.0 VBH87-18B-11-77-NL 36.0 VBH87-21B-11-77-NL '► 37.0 VBH87-24B-11-77-NL 27-C 39.0 VBH87-27B-11-77-NL FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Constructed with Type K copper conforms to ASTM B88, UNS C12200 • All Ford Meter Setters are assembled with lead-free solder • Meter support brackets are standard • Padlock wing is standard on all angle meter ball valves or key valves • Drop-in rubber gaskets are included with all meter flanges • Optional High By-pass. Add "HB" following the height. Example: VBH87-12HB-11-77-NL The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 06/26/17 HD Fowler Company Submittal - FGRRFFI 67810 GASKET MATERIAL SPECIFICATIONS RUBBER SHEET PRODUCTS: C'ONIMERC1AL NEOPRESE COMMERCIAL DLTiA AVIII7L ED.I AFCRILE GOOD OIIJUAS RESIST GOOD RESISTANCE.TO OILS GOOD F'OR AI L TYPES GOOD FOR BUYIPFRS: &AROMATIC TUI?I S OF FOOD PR(K'ESSINC SVPURIOR CIIFNO C:CAI. PRARILI 4CFV"CA1,ANDOSRIETIC Af'PLIC:AI10N.%. PADS It 5FALING,RESISTS RESISTANCE PRODUCTS RESISTANT TO OILY ROI.CTHCCKING&r RACKIV(; (:)OD RESISr.1NCE TO &GREASY FOODS.NON-TOXIC ROTII OIL S:W'47Flt NON-MARKING.NON-ALLERGENIC COLOR: RL A171 3L4_h N HI7 E T}OCKNESS(INCHES); 1:32-2 1,12-1 'V( I,•I DUROMETER HARDNESS(SHOREAr1-�: 60 6f OP TLNSIL6: I NMI "of IWU FI)ONGAVON: 500 1411) A57 TFJNPERATURF.MAX, 17n T 170 F '?n 1 %FICHT PFR LINEAL FOOTOW W ITIO: I:R-1.7 14-2.4 1-I-2.9 FINISH: SWX rill ST:3011-I SUUOTH SPECIFICATIONS- AS1TM D 3001 C6a AS I M D 20)0 SRle E VA APPROVED'vON TOXIC SAL n(m), L'C 609 -SAL J2100.1 BE W9 N0N-ALLCRG--"7C'NON-%JARICING \AIL Rt 3062.SC M19 OrtJC1D OLL RESISTANCE RFD RUKBFIt COMMERCIALEPDIFI C'LO-IHINNFRI'F"1)RI'HKFR APPLICATIONS: RhC'UN1AtL%DEDFOR.LOW F-WELL047'FOREXTREME PRL'`3.4VkE-I1L•'ATING A TEMP i WFAFIICR PI.IMMING(IMACIFS11 U7.0,16&LHLM1('AI RI51)'I. hxl.'KLLFaVT 1•lIR,11 R.HUI&l111.11WAT 6R, AGING,ABRASIUR& EXCEI.I1N7 EI.E(TRWAL TEAR RIMISTAVCE &DVNA�ROP'S SATCTLITF.D STEAM.LOW PRESSI'RE IIIORA1.11.K CONFORMS TOCNFVEV F.XCRI.LIi1NT TAVCETO -EXfEL1ENT FOR as-row CU'FTI\(: FI 11ICRTPUP.ANWIAIAVR.1; OILS.STEAM& A OFF-S12L AIPPLMATIONS U*WC FSAl F:11 SOL V ENTF COLOR: ICED BLA, IK BLACK I A 16-L4 DUROMETER HARDNESS ISHOREA+1-5: 75 6' TENSILE: (a] 417J FLUNGAT ION: 2191 50) 2011 TKILIPFRATURK MAX: 170 F 220 F 171)F WLIGHT'PERI.INLALFY)OT(NJWIDE)t I'0 3.5 1111 2.2 KIA _- _ _FINISIIL I'ADRIt�F'Ir,{$I I S_?0'1 k__ _ :M-U'llt SPECIFICATIONS: As'TM D-1330-66 -ASTTA 0.'_00LRl6 FABKIC WEIGHT:JOZ CL'Iss, SAL'.120.TH4 6II&7CV).lH FANXIC IYIIE:POLYES1Eft .ASTM D• -MIL R•3065 OIL RESISTANCE,TONI T1'1i \A -RS(M.CI'- 0 -WECIALTY SHEET PRODUCTS: 801-F-CHEkl GRAPHO11: r - ---- -- — - E.CCLI.LENT KI:SISTANC'F. •ASHCtif(IS-FRFF.,VD E'IBEIti, ��. . C1ttR1C'7SRIS7K T'OCREMIC. LS.INUS'1•L1 BINDERS UKADDIT'IVFS Vcr APPLICANCXV' ILINAFFECT ED BS i]VAFI IMPERMEABLE TO GASES .- FIBROUS STRICTURE &LIDQUIDS.RESISTS THERMAL CAN BOLT& GASKET, INC IIEGIE COM K PRESSIDILITI 511OC .EXC SEALAPHAT\ EXCELLENT CORROSION DOES NOT AGE,SHRINK RCSI%1-APC'F, UR HARIq:h,HIGHLY K HIPERNIEAHILIIY CHEMICAL RFJISIAN"1' HOMOGCNFVUS I A\G 1\VERI4'11(3169S) CREEP ASTM 91002112 1': 15s. I r32.) 1.W n SEALARILTIA ASIM F370 Ft Eu A: Q(I?AlLmn GAO LG7K•4C:E DIh.3!IJS,*-, .02 n0nn NOT'COMPR M4 ON: THIC'KNrSSDECREASE 4.MRIFNT .1615 psi 27% — — TIIICKNTSS DFCRFASF 572 F 7:0. COMPRE"IRILITY ASTV, F36.1t 0% IS%(p)10 psi) 354,j5000pM0 RECOYFJ(Y ASTS1 P364: ITS min .:rosoY0P51) .Mi,(5(r6CPdiP TEINSILF ASTM 153: I3t0 Psi 7M PSI 3UMPII VAIIL'MI-IO FIJ1,L PR SkLIK - _'U(A_psi C H E YHC,%L RESISCANC'E: 0 14 nh U.14 ph 1-14 ph DENSITY; h5 WcmJ 62A 1b,910 62A'hr8 7'EDIPESAC4'BE AAX: 5no F 9011 F 1ip iirl 12n0 F(I.sk--i 18(10 F I—It m4i.i PRFASURE MA\t 11160 P... 2000P�i 20XIIrti TF.iTED RV FR:OLE POI.YTM 14 11116"t [i6 pN/ I'_MJ 9N'!n L»�i:llam r:,mirn qN"b minimum 9 ll! 1_1(.{/Pp,ll Max A S.111"111'1111{Nlnr-.. _INl'1(N111112x pCn R:1}. mN)f CAIN BOLT CASKET,INC TECHNICALMANLAL OA83PEC.XU6 HD Fowler Company Submittal - TFHB200 72857 SUBMITTAL DATA SHEET BULLETIN NO: ESFF804 O�® (800)736-0238 FAX: (904)783-6965 1 http://www.hot-box.com Email: hotboxsales@hps.hubbell.com Models Nos: HF011019022through , HF026017 45 i- -Fiberglass- I ��C fl55E � CERTIFIED sU. ✓1..\fry_' - - Fiberglass p-i color Lxus tled in HEATED"ORIGINAL" Standard Beige. Ot FLIP TOP FIBERGLASS ENCLOSURES: avaer0o1 °°a aaANaaaT T ats able at modest upoharge. SPECIFICATION:+ —E The enclosure,certified to ASSE 1060,shall be of min.1/8"tk.thixotropic polyes- Models Noe: °^�® ter resin reinforced with fiberglass strand.Molded exteriors will be a smooth,yacht HF013047036 -- HF026083045 3i quality finish,protected w/UV inhibited isopthalic polyester gel coat.Non-molded HF026070055 products will utilize an"industrial"exterior texture,with the same gel coated finish. HF026083055 Insulation shall be min. 11/4"tk.(R8),uni-cellular,non-wicking,polyisocyanate foam. Models Nos:HF035045035 Enclosure shall utilize a lockable flip top design,for maintenance access through lid Fibergl sFos2os,os2 se without removal of the entire unit.Molded product shall utilize an overlapping lid seam design for weather proofing and vandal resistance.Drains shall be sized for full port backflow discharge and designed for"one way"exit,inhibiting intrusion of HINGED -___— ---_—_—_—� oa"INBoa bris and/or vermin.Enclosure shall be anchored to a concrete slab or GLASSPAD p c\ 7� from within the enclosure w/steel anchors and require a single lock for sec purposes. ADJUSTABLE I Heat will protect the piping and equipment from exterior temperatures to-30oF and ANCNO,TYP., thermostatically controlled.UL or ETL listed self-regulating cable(s)or wall mounted air heater(s)will be sized to maintain the equipment at+40oF,in accordance with / LoauaLE MD N.F.P.A.3-3.1.8&3-6.1.3.2.Heat source shall be mounted i minimum of above °"A'"P°"T FLANGE 5 M_E the slab unless it is UL or ETL certified and NEC approved for submersion�ower source shall be installed inside the enclosure by others,protected with a ground fault I LOW PROFILE SerieSTN interrupting receptacle(GFI)or GFI circuit—ref.tAN3,N.E%hj0R. Hot Box w/ Old Hot Box Inside Inside Ins! Heat Shipping Pad Size GlassPad Old GlassPad No. Heat w/Heat Width Length Height Weight HF01 1 01 9022 HB.75 11 19 22 30W 30# 28 x 20 GG019027005 GP.75 HF013027023 HB1 13 27 23 60W 40# 36 x 22 GG021035005 GP1 HF013027035 HB1T 13 27 35 60W 50# 36 x 22 GG021035005 GP1 21 33 25 60W 60# 44 x 32 GG030042005 GP1.5 HF013039028 1­1132 1 13 39 28 90W 55# 50 x 24 GG021047005 GP2 13 39 36 90W 65# 50 x 24 GG021047005 GP2 HF013047028 HB2S 13 47 28 90W 70# 58 x 24 N/A N/A HF013047036 H132ST 13 47 36 90W 100# 58 x 24 N/A N/A HF026070045 H133N 26 70 45 1000W 285# 82 x 38 N/A N/A HF026083045 H133NS 26 83 45 150OW 365# 95 x 38 N/A N/A HF026070055 1 H133E 26 70 55 1500W 375# 82 x 38 N/A N/A HF026083055 HB3ES 26 83 55 1500W 395# 95 x 38 N/A N/A HL035045035 HB3000 135 145 35 1000W 265# 15 7 x 47 GG046055005 GP3000 HL044053044 HB4000 44 53 44 1000W 290# 65 x 56 GG055063005 I GP4000 HL052061052 HB5000 152 161 152 1 1500W 455# 174 x 64 1 GG063074005 I GP5000 OPTIONS: MEMBERS OF: OPTION TYPE SIZE PHASE VOLTAGE QUANTITY COLOR a �L bpma VENT(S) H55E bp ma ALARM 00000 ALARM HEAT LIGHT(S) �4 OTHER ^Is Job Name Contractor Job Location Approval Date: Engineer Contractor's P.O. No. Approval Date: Representative 1 HD Fowler Company Submittal - TFHB200 72857 m -a co CO co & N u� __ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r-i w I W m c l i+ t0 O CA c j CO �P C�7� k I ,O.\ \ W O I I I I OD I I z I 4] I I I I I I � I I I I I I I I I I I I I I I I I I I ----------------------- 10 "z o xO _ Q CO �z �,\ x �m -------- -I- I I I CZ� CO u CD I 1 I I I J t�o c a C9]W W o o .=H 0z 0z p$ > = 0a did zo A A z z C 1 O 0 H z W a M O z 06 i :U WIr m a o C 0 A H CA CT rP W W z C o N m z H x o yyy z�o \ :U O ZIMI Ooz ZO W i p z x 00 C7 x ai'-3 z.'7".ro £ C c W= ell R .0 1 -0 'ZO pip z m i C4"Z Or " 'Cl H pi o �� �m �00 z p ao .'1'.0z EA()Ax Gi �9 r� o .3 .o.m O D ym CD KxCOy nnb� x BIOzz 20 vi Oz Cm] y NF> [ y O3 O O> 0z n . � ] Oz OY yO z y9C W z e z N �d+ 0 L�7] ''T'Cy�J C, � �� 0 r HD Fowler Company Submittal - FTHBLK FOG TITE INC SEAT MARGINAL WAY SW SEATTLE, WA. 206-935-8000 98106-1516 FAX 206-935-8333 .January 5, 2012 HD Fowler PO Box 160 Bellevue, WA 98009 e) Dear Darcia, This letter is to certify the materials used<in )construction of our Hydrant Blocks, and those materials' standard spec11-0 oils ail manufacturing standards: m=j� MATERIAL Conforming Standard SOURCE Concrete: S ,tio*-02 Cement Type 50 LaFarge Corp Aggregate 3 Glacier Corp Building Sand 3 Glacier Corp Concrete minimum - day compressive strength F= 5000 PSI as tested per ASTM C805/C805M The materials covered by this certification are USA-made, with all manufacturing proc- esses entirely within the United States of America. Should you have any further questions, please feel free to contact me at (206) 935-8000. Yours truly, Gr idden ACI Certification ID No. 01202491 Fog Tite Inc. FOG TI T E HYDRANT GUARD POST I N C 0 R P 0 R A T E D R.EINFORO M 6 RODS 6' s" DIAM¢TER 2 8 5# page 47 HD Fowler Company Submittal - IPG5FL 85870 W � 4 2 4„ FIELD LOK 3500 GASKET 0 c.o <<���� 20 18 EDITION P 3 � u FIELD LOK 350" Gasket Restrained'pint pipe and fittirgs are user)in pressirzed Ductile Iron pipelines In prevent the Joints of tie line from separating due to thrust forces,Thrust tones generally occur at changes of d rection in the ine.Usually,a calculated larlglh of pipeline etterl from the location at Fu3beWYVA f l l Joints 11 Standard for the thrust force is restrained In the joints so-hat this farce can be transmitter;to the soil Pressure Pipet Joints for s. le Iron surrounding the line,The entire pipeline is ofen testraived for installations in poor Sol or for crrt- Pressure Pipe and Fittings. Ical lines. FIELD Li.350 Gaskets are available in U.S.Pipe's FIFLD LOK 350 Gaske-has proven tr be an extremely successful.trouble-free mians 4"-24' sizes and the pressure rating is of joint restraint for well aver cne nillion Dlctile iron pipe and fitting joint assenblies across hasei an the performance regwrerrents North Ameri;a.By simply inserting a FIELD LOH 350 Casket into the socket of a-YTON J01 of ANSVAWINA C11 JA21.11. P pe,Fitting or Valve,restraint is instaity adrievec when the joint is aSSCorl d.Stainless steel locking segments eulccn zed into the FIcLD LOK 350 Gasket grip the pipe t3 prove joint separation _--_� FIELD LOP,c50 Gaskets,utilizing patented improvements,are rated bv�J S. pe for opewing pressures up to 350 psi—a rating that non matches that of P glass gwing the engineer and user vow flexibility m designing piping syst Uneerw•itm Laooratories lists the 4'-24"sizes for 350 psi.rectory al, lizing a safety facto-of d,aprrcves the 4'-16"sizes for 250 psi and the 18"-24" s for 200 psi service. With the use rf-he FIELD LOK 350 Gasket,pcsh-on joint Duct le Iron TYTON IOINT Pipe or Fittings can be quiz<ly and secu ely restrained as the loirt s asserroled flip.restraint prowled shall he a bolttess,Integral restraining system and sra I oe rztEd tor 350 osi in accordance with the per- formaltce requhamevts of ANSI/AMA C 11 JA21.11.Field cut pipe are no ong?r a problem to restrain.No pipe surface preparatiol?or groN rug iA requlM4 for field cut pipe other ttan the cut end needing t3 be bevaled as nequire r arty push-on joint s3igat and.Witt tie FIELD LOY,350 Gasket in place,the joints are restrainedWithn it thrust hlncks.holts,grorves,rods,clamps;or retainer glands,resulting in savings of lab3r,material and tine. CAUTION:US Pipe does not recommend r/ELD LOA 350 Caskets for use above ground. The long-term effect of cyclical ncvemeots can to giaduallant separation to the part that the seal oa the gaskst bdlb is compromised,Sources_?f cyclical movements include vitretian as,may be found on hr,'dde crossings,and therml expaysfoq and cantrachi resulting from at710SPhenc temperature changes.These condition ore not experienced vdtn buried pine Imes. "See mete o,3,zage 5 regald0c pipe with thick:^olatfii or tape wrap. MD L?r r1ELD LOK 350"°, TYTOr. TYTON IG hr and TR FLEX"are Registered Trademarias of U.S.Pipe a,To roundry Company. NOTE N specifiers and users beiieve that corrosive suits wilt be encountered when_products aye tc be fnstaYed,piease refer to ANSPAIMA CI MA71.5 Polyethylene Encasem?rt for Oucti a Iron Pipe Sir stens for properexternel protection omedures. Pressurs Rating:The working pressure rating of the FEW LOON 350 Gasket Restrained-oint Srstem does not exceed that of the working pressure rating of the pipe in which it is instated 11 1 PIPF FIFr n LOK 350'GASKET B110.080 REVISED 03.18 HD Fowler Company Submittal - KU7840LF 75890 • • MainGuard #78 Blow Off Permanent Flushing Hydrant for All Climates The MainGuard #78 Blow-Off installs underground in a standard meter box. Designed and engineered specifically for flushing, the#78 provides excellent flow rates for improving chlorine residual levels and TIL flushing disinfection byproducts (DBPs)to keep water safe for consumers. Its unique valve design Certified to allows for a full clear-channel flow (see illustrations) NSF/ANSI 372w that is superior to other blow-offs for moving water and passing debris easily.The#78 plunger is also - designed to allow for throttling the flow of water while at the same time covering the drain hole to avoid unnecessary erosion. The MainGuard #78 comes standard with all brass principle working parts, nozzle sizes 2 '/" NST or smaller,traffic break-away, self draining non- freezing, 2" FIP vertical (straight) inlet and locking security cover standard. The MainGuard#78 is fully serviceable from above ground. * See Flushing Flow Rate Chart on page 23 QO® WNNI FIRST OPf NID Standard Features MAINGUARD I •3' Bury or Less 'Il-�F •2" FIP Vertical (straight)Inlet •2-1/2"NST Nozzle (or any size smaller) -All Brass Principle Working Parts „rn:= aE� •Self Draining, Non-Freezing HW OM -installs Underground in Meter Box -Locking Security Cover -Slotted Corp Style Operating Nut 1\� S Additional Options and Accessories -Any Depths of Bury Over 3' •902 Horizontal (Side)Inlet Unique Valve Design Allows for Full •2" MJ Inlet Iron with Epoxy Coating "Clear Channel"flow and Passing of •2" MJ Inlet all Brass Valve Large Debris(see Flow rates on page 23) -Operating Wrench #78 "Low-Lead Brass installationSpec sheets, Approx.shipping weight 37 lbs. additional resources are available at 25 :0• ••• HD Fowler Company Submittal - KU7840LF 75890 MAINGUARD ('-dO . 8 BLOW- OFF HYDRANT GROUND LINE SPECIFY DEPTH OF BURY hull 60( I"MIMI'2' BUM-OFF wijRmur �l SUPPLY PIPE s MIN COhJPdECTION TO MAIN f ,'FlP'.FATIDY IU.ET CURB STOP VAL',r'E r f, • - a; DTHU?S CPUSHED" ROCK maw-or"j&firu chat be hwv- > 'set dro*v"M Wqh a dopo o1 bwv cd &at UrW*WWawa h a mAcr ar p vddsd..later bmt Thwe hy*w A be MTW d W1h a t'RP Hut a hom-Unhhp aperatt rot,and dM!open to the WK AJ of wcr§*V psrta shall be of erwvv,4@�Wanee dedgm vft sn dwdvm pknpar uA aardoeabta tam above¢ade Mi to dkggM Ths as st dsal be brain and be 01 WF or aTnaler_tlyc!'uiAl ah" be k+dcabie to moor t tmuthorlosd we as mamiact"cl by KgswiD rmnv*v On.%Laws,Wo_or approret equal $4eely dap11+d tx+y and aysra!kwgp Y be E'shorter LV*TuP Wo I h m~baa dmu d be 17) DRAWN FWd PR YED a THIS "WMO M THE PR➢PEILTT Or THE r_ 1-31-1 uPFERLE FOLMORT COMANI IT M NOT TO BE USED OR BLE"LIEVED VnHCLJT WATT MI NOA'TH lI1 11TREEt.R LOM ND� PU)N1".....ID' N OE THE OWNER_ ahaM"=MD-a"1111 FM&W3114M DATE RE'v'[.".IDH PARPT NO s7a Hancumm aLO'd OFF I:HEFT i OF 1 HD Fowler Company Submittal - BCFN132412BWM 67710 Oldcastle_Enclosure Solutions `4j CARSON f Fr7VVlV�3I 1324BCF 12'BODY: Maletia: HDOE Gv % Nndr- 13"x 24" y JVType: Craig W>:II Type: Str6igh: R1nrsr!hnlet• 17.4 Performance: ANSUSCTE-77 Tie'E,WUC 3.6, ' ASTNI C857A-8,Exceec13 20,000 lb minimum load failure 1 ILO 18"BODY: Wilma- Hl)* Ivode: 13'X 24" Neicht: 23 Ibs P \ WWII Type: Straight Mouseholes C-4 Performance: ANSUGUE-77 Tie-C,WUC 3.6, ASThI C857 A-8,Exceeds 20,000 lb minimum load tailur: Qom. 18, �n Metlwm Duty Z��,a��� •_ Non-deliberate Traffic Rx ms6 in nnmvehcula Va fir. Situations only ?actual ioid rang Is delernired h�tre 'Giver comes standard wim permanent rnawigs fur manufacturer,iota aiing,model size aid mantdaclunng lomlicn. box and mver combualoi WeiAs 3n.1 cirrersians may v&ry sliuMv Contact Four Oldcastle Enclosure Soluburs Distribution Center for specific information and adc1bunal options. Rev l0r.016 020160dcastle,Inc. • oldcastleprecast.condel7closuresolutions HD Fowler Company Submittal - BCFN132412BWM 67710 OldcastI6 Enclosure Solutions ` CARSON PC,avY wall 1324 B C F Options: Available Heavy Duty Plastic Covers: Flush Solid Comr Flush Cover With Plastic Reader Door Flush Cover with Cast Iron Reader Dour Flush Cover with AMR Recess lush Cover with AMR Bracket(underrncuut) #Apo 40 Available Polymer Concrete Covers: Ccrnposite vvith AMR Recess HD HDPE Flush Solid -lusll Solid Cover -U,h Cover with Cast Iron Reader Door Available Composite Covers: =lush Soli)Cover Available Ductile Iron Covers: =lush Sulu Cover er COW HD HDPF AMR Recess -lush Cover with Ductile Iron Ma;View Reader Door <_ Add On Options for All Covers: AMn Opening Add On Options for Plastic and Polymer Covers: 0 AMO Bracket Ductile Iron Ktax V eJv DovEr Raw Material MaterialPropor" AS1M Toot Method Tepioalvok", Typo,Class.Cagu.ery 01245 II,A.7 SpeCifiCationS: uerelty,ycn- liibtb 0,9W min.not to exceed U.965 renslle Strength,i:t break nsl C 638 3,000 to 4.400 Eorgation,at beak,% C 638 430 Tensile Impact,i-Wtn' 0 IB22 27 Flexural Modulus...Ml G 790 -120,-000 m n. not to exceed 24G,6)0 Low Temperature Srttlenass.F50.at°C C 746 c-76 Hardness.;tore D 02240 63 cwwicn Tom4or6ture,at 66 pal,^F C 648 1SW min„iot to exceed 200- Gectricul CreLtUrr;Strength,Waal 13 its ob rrirr_rut lu maueed 000 Molded Product t,hrrn l Fwminnnn R 54.9 1hry IaealaMrt Water Abeorocn C 670 lame rraa I%—taht change Pia rW—fisted tar ph)"tw PMP nY,reairem U an n wj d values od" V.Phrsaato pwv rrwB,w erts ae vet:c:w VRMKna:Mwtept wah:he test r W.tends ardam wfhn a g n *Y�_eprac range fa*.q ct vaues. Product Load � ❑4} =❑� Medium Duty:Non-deliberate Traffic Rating: fu use in ron-vehfculartralllc sl[Jalionsoily Note: Pct.lal load ratng W.delamNned by the box and cote canhinatinn,Weights me dllreti mns may vary sightly All Intimation mritai ind Tn fhls shQel is^bran•pt thrl turna rlf printing Gr lmstle'recast,tic,reserves the tight to iisconitnre W update product llformattan withou:roha• He%10/9-016 020160.dcastle,1n0. B77-250-5 • oldcastleprecast.comlenclosuresolutions Oldcastle°Enclosure Solutions Municipal - IF CARSON Im Plastic Heavywall 1730BCF 12"BODY: h Material: HDPE Ro Zo\20 Model: 17"x 30„ Weight: 25 Ibs 3 Wall Type: Straight Mouseholes: 0-4 Performance: ANSUSCTE-77 Tier 8,WUC 3.6, ASTM C857 A-8,Exceeds 20,000 lb minimum load failure 12" 29 16�r 18"BODY: Material: HDPE Model: 17"x 30" Weight: 33 Ibs Wall Type: Straight Mouseholes: 0-4 Performance: ANSVSCTE-77 Tier 8,WUC 3.6, ASTM C857 A-8,Exceeds 20,000 lb 9 minimum load failure / / i 18" Medium Duty: 16xr l I Tl Non-deliberate Traffic For use in non-vehicular traffic situations only. *Cover comes standard with permanent markings for manufacturer,load rating,model size and manufacturing location. Actual load rating is determined by the box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast. • • • • :11 . . Revision 4/2013 @2013 Old castle, Oldcastle°Enclosure Solutions Municipal Water ` CARSON Plastic Hea vywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket(undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: 14 Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover- lyVer HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door L Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket , 0 Ductile Iron Max View Cover Raw Material Material Property IlkASTM Test Method Typical Value' Specifications: Type,Class,Category D 1248 III,A,3 p Density,g/cm' D 1505 0.950 min.,not to exceed 0.965 Tensile Strength,at break,psi D 638 3,000 to 4,400 Elongation,at break,% D 638 400 Tensile Impact,ft-1 ins D 1822 27 Flexural Modulus,psi D 790 120,000 min.,not to exceed 240,000 Low Temperature Brittleness,F50,at°C D 746 <-76 Hardness,Shore D D 2240 66 Deflection Temperature,at 66 psi,°F D 648 150°min.,not to exceed 200° Electrical Dielectric Strength,Wmil D 149 400 min.,not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1%weight change 'The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty:Non-deliberate Traffic Rating: , For use in non-vehicular traffic situations only. D,�rSf, �❑' Note: Actual load rating is determined by the box and cover combination.Weights and dimensions may vary slightly 0i All information contained on this sheet is current at the time of printing. Oldcastle Precast,Inc.reserves the right to discontinue or update product information without notice. FRI Vt oldcastleprecast. • • • • :11 • • Revision 4/2013 @2013 Old castle, HD Fowler Company Submittal - IFZ5 84890 23U - ANSI/AWWA C153/A21.53 r Mechanical Joint Compact Ductile Iron Fittings TYLER UNION 9; Revised 4/2C18 Duality Waterworks Products DOMESTIC NON-DOMESTIC 5UBMITTAL: C153 MECHANICAL JOINT P ROD UC1i [Current revisio-is Tor the noted Standards apply! SIZES.. 2"-64"(2"no:included in ANSI/AWWA C153 standard) STANDARDS; AN51/AWWA C133/A21.53,NFP,A13/24,3"-16"UL and 3" 10"FM listed&approved;File Tyler Union) MATERIAL: Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings rated at 250 psi.Mechanical joints 2" 24"rated at 350 psi and 30" 48" at 250 psi. *Note: With rubber annular ring flange gasket,2"-24"Flanged fittings can be rated at 35C psi. Note' Wyes over 12"are not pressure rated, Contact Tyler Union for rating in yOL.r application. DEFLECTION: Joint deflection 5`max for 2"-12"and 3"max for 14"-48".Reduces by 50%at nominal pipe&fitting diameters NSF-61&NSF372: Meets all requ rements including Annex G,Tyler Union's Underrvboratory listing N1H16439. ASPHALT COATING: Per ANSI/AWWAC104/A21.4 and ANSI/AWWA C153/A2 1.53. CEMENT LINING: Per ANSI/AWWA C104/A21.4,with do,lble cement lining availahlftpnn request. EPDXY COATING Fusin bonded epnxy per ANSI/AWWA C'16/A21.16. Additional coatings availahle upon request. BARE FITTINGS- Available upon request. laOF FASTNERS: High strength lorvr alloy weathering steel per ANSI/AAA C111/f1.11 and ASTM A242 INSTALLATION: Install per AWU/A C600/C651 using pipe c3nforrning to ANSI/AW'AA C151/A21.51 or AWWA C900/905 .31 2' �I r K2 d C A 0.12 F K,' NOMINAL JOINT DIMENSIONS IN INCHES 80ITS Sue A Did. 0 Hub C Dia. D Dia. F Dia Dia K r,ia ':'Dia M S T >: Size QtT. Inches DI aipe rapth GLAND C, 4N0 GIAVO GLAND 2 251 2.50 3.50 3.50 2.61 4.75 5.15 6.89 0.58 0.62 0,36 C.30 3,f4 51&3 2 3 396 2.50 4,84 4.94 4.06 6.19 7-52 7.69 0.58 0.62 0.39 C.33 3!4 5/8x3 4 4 480 2.50 5.92 6.0: 490 7.50 3.36 5.12 0.60 0.75 0.39 C 34 V8 3/43-1/2 4 e 6.90 2.50 8.02 S.li 7.00 9.50 21.05 11.12 0.63 0.88 0.43 C.36 7!8 3/4x8-1/2 6 8 905 2 50 10.17 1027 9 15 1L75 13.31 14.37 0.66 1.00 0.45 C.38 7!8 3/4x4 6 10 11.10 2.50 12.22 1234 11.20 14.00 15.62 15.62 0.70 1.00 0.47 C.40 718 3/40 8 12 3.20 2.50 14.32 1444 1333 16.25 1729 17.89 0.73 IM 0.49 C.42 718 3/4x4 8 14 1`-.9U 3.SU 16.40 16 b4 lb 44 18.6 10.31 20.2b 0.19 1.25 U.55 C.4/ 118 3/4x41/1 LC 16 17.40 3.50 18.50 18 64 -7.54 21.00 22.56 22.50 0.85 1.31 0.58 C.50 7,18 3,/4x4 1/2 12 18 19.50 3.50 20.60 2074 1964 23.25 24J33 24.75 1.00 1.38 0.68 C.54 7!8 3J4x4-1/2 12 20 23.60 350 22.70 22 84 21.74 25.50 27.03 27.00 1.02 1.44 0.69 C.57 7!8 3/4x4-1/2 14 24 25.80 3.50 26.90 2704 25 94 30.00 31.58 31.50 1.02 1.56 0.75 C.61 718 3/4x5 16 30 31.CO 450 33.29 3345 32.17 36.88 39.12 33.12 1.31 2.CO 0.82 C.66 1-1/8 Lx6 2C 36 38.30 4.50 39.59 3975 3847 43.75 46.00 45.00 1.45 2.00 IoD C.74 1-1/8 1x6 24 42 44.50 4.50 45.79 4595 44.67 50.62 53.12 53.12 1.45 2.00 1.25 C.82 1-5/8 1-1/4x6-1/2 28 48 50.90 4.50 52-09 5225 5097 57.50 60.00 60.00 1-45 2J30 1.3S C.90 1-5/8 1-1/4x6-1j2 32 54 Avadabe un Request 60 AvAlabc an ft oast 64 Availabe an Re lest Anniston:1501 W 17'h St.•Anniston,Al 36201•(800)226 76C1 Elmer:701 Konyoi Ave!Elmer,New Jersey 03318 Corona:1C0_El Camino Ave a Co ona,CA 92879 0(866)527.8471 New Lenox:2200 Nest Havene New Lenox,1_60451 Tyler 11930 CR 492•Tyler,Texas 73706•1900)527-V 78 Portland:15670 N.Lombard St.•Portland,CR 97203 Dallas:12C1 Ave 5.Swte1JU o urande Fraine, Ix/5U,3L Oxford:18U0 breenbiler Oear hoac sAnniston,AL 3620/ t 0 CAIN BOLT & GASKET, INC. 7724 7th AVENUE SOUTH * SEATTLE, WA. 98108 PHONE: (206)763-6460 * FAX: (206) 763-6878 * DOMESTIC & IMPORT INVENTORIES * FLANGE BOLT& GASKET HITS * *METRIC FASTENERS AVAILABLE* FASTENER PRODUCTS PLAIN,ZINC PLATED,CAD PLATED,MILD STEEL,STAINLESS,GRADE 5&8 * BOLTS * * NUTS * * WASHERS * * SPECS * * SAWLCIALS HEX HEAD FINISHED HEX USS B7 /L7 U-BOLTS STAINLESS STEEL HEAVY HEX SAE A307A B J-BOL ANCHOR COUPLING HARD B8 /138M ON STUDS LOCKING NUTS BEVEL GR 5 URAL BENT BOLTS ALL GRADES LOAD GR 8 LOYS SOCKETS STRUT LOCK A325 AINLESS STEEL SPECIALS FENDER EXOTICS STRUCTURALS 901TAR 30 ANCHOR BOLTS FLANGE BOLT KITS PLATE A 3 S ALL THREAD GASKETS & GASKET G MATERIALS ELASTOMERIC,NON-ASBESTOS,HIGH TEMPERATURE,FDA APPROVED * GASKETS & CUT PARTS * * SHEET G7lEpX'4TILEs * *FLANGE INSULATION* IN-HOUSE MANUFACTURING RUBBER SLEEVING DIE MAKING SPONGE 'WORK INSULATING WASHERS SPECIAL GASKETS PLA TIC RAPHOIL ONE PIECE KITS CUSTOM PARTS FEL EXOTICS TYPE "F" & TYPE "E" HEADS/PUMPS HIGH-TEMP TEFLON PHENOLIC HEAT EXCHANGER/VALVES GARLOCK NON-ASBESTOS NEMA CYLINDERS METAL GASKETS PIPE PENETRATION SEALS INNERLYNX EXPANSION JOINTS METAL * FABRIC * COUPLINGS * CONNECTORS API, ASTM, ANSI, A WWA, FEDERAL & MILITARY SPECS * CALL 24 HOURS A DAY, 7 DAYS A WEEK (206) 763-6460 ASK ABOUT OUR DELIVERY SERVICE &"KIT"PACKAGING CAIN BOLT&GASKET TECHNICAL MANUAL LINECARD.DOC CAIN BOLT & GASKET, INC. HEX BOLT �.—F q tom- LT fll!}I ••p• l.p-+�SEF MOTE N 16 CAP SCREW f1LAILlT scr«oor a StYAr�M Arnpelr �� E• F � L� A►�rnQx L� tr[ ENLARGED DETAIL OF FILLET ALL THREADS NUTS III IIII !r1m Illi o aM T f rt H—4 +l L APPROX T if I I��4 Ili,I 11 f i4 I�'1 1 ii%I I D CAIN BOLT&GASKET,INC TECHNICAL MANUAL HARD.DOC Interstate NSF-pw Potable hater Interstate PE3408 High Density Polyethylene Pipe Interstate PE3408 Pipe is manufactured from a high density, very high molecular weight polyethylene compound specifically designed for high hoop stress, outstanding stress crack resistance, and low temperature toughness. Performance Features and Benefits • Excellent chemical and corrosion resistance • Outstanding stress crack resistance • Lightweight and flexible • Superior abrasion resistance • NSF tested and certified for potable water • High long term hydrostatic strength a • Tough and ductile Interstate PE3408 pipe has outstanding physical properties. It does not rot; rust; pit or corrode '. through chemical or electrical reactions with t surrounding soil whether it is acidic, alkaline, wet or dry. It neither supports the gr n s it affected by algae, bacteria, or fungus. It is also resistant to marine biological atta Protection against ultraviolet degradation during extended periods of outside storage and above ground service use is provided by the addition of carbon black and chemical thermal stabilizers. - Typical Applications for Interstate PE3408 Pipe • Municipal water service lines Industrial water distribution • Well piping • Oil patch lines • Lawn sprinkler systems • Drilling supply lines • Swimming pools Sewer lines • Livestock watering lines Marine lines • Potable water distribution lines Process cooling lines • Farm and ranch irrigation Ground source heat pumps • Fiber optic innerduct Electrical conduit Interstate Plastic, Inc. • P.O. Box 398, Post Falls, Idaho 83854•(208)773-4538•Fax(208)773-9400 Typical Physical Properties of Interstate PE3408 Polyethylene Pipe Resin Properties Test Method Typical Value Mechanical Properties Tensile Strength (Break), psi ASTM D 638 4,500 - Tensile Strength (yield), psi ASTM D 638 3,200 _= Ultimate Elongation, % ASTM D 638 850 Flexural Modulus, psi ASTM D 790 120,000 Thermal Properties Brittleness Temperature,°C ASTM D 746 <- 100 Melt Index, g/10 minutes ASTM D 1238 Condition E 0.10 High Load Melt Index, g/10 minutes ASTM D 1238 Condition F 12 Linear Coefficient of Thermal Expansion, in/in/OC (-30 OC to 30 OC) ASTM D 696 1.4 x 10-4 Miscellaneous Properties Density, g/cm3(base resin) ASTM D 1505 0.944 Density, g/cm3(compound) ASTM D 1505 0.954 Long Term Hydrostatic Strength 73.4°F, psi ASTM D 2837 1,600 140 F, psi ASTM D 2837 800 Material Designation PPI Recommended PE3408 Material Classification2 ASTM D 1248 IIIC5P34 Interstate PE3408 is NSF Listed Standard #14 This is a typical physical properties list representing the basic characteristics of the material and does not represent specific determinations. 2 By ASTM D 1248 Interstate PE3408 would be referred to as Type III, Class C, Category 5, Grade P34 (IIIC5P34) very high molecular weight polyethylene pipe material with a hydrostatic design stress rating of 800 psi . �Standards and Specifications Interstate PE3408 is tested and is7' tedta by'Nth'a National Sanitation Foundation (NSF) and carries the NSF seal for potable water. Interstate PE 3408 pipe meets or exceeds all applicable standards including: • NSF Standard #14 • ANSI/AWWA C901-88 American National Standards Institute/American Water Works Association Standard specifications for polyethylene pressure pipe, tubing, and fittings (1/2" to 3" for water) • ASTM D 1248 Standard specification for polyethylene plastics molding and extrusion materials • ASTM D 3350 Standard specification for polyethylene plastics pipe and fittings material • ASTM D 2239 Standard specification for polyethylene (PE) plastic pipe (SIDR-PR) based on controlled inside diameter • ASTM D 3035 Standard specification for polyethylene (PE) plastic pipe (DR-PR) based on controlled outside diameter • ASTM D 2737 Standard specification for polyethylene (PE) plastic tubing Interstate NSF-pw Potable Water Interstate PE 3408 200 psi Water Service Line Tubing ASTM D 2737 Polyethylene (PE) Plastic Tubing SDR-PR (Standard Dimension Ratio-Pressure Rated) Based on Controlled Outside Diameter NSF Approved NSF-pw Standard Dimension Ratio SDR-9 Copper Tubing Size (CTS) Nominal Pressure Rating Nominal Approx. Approx. Approx.Weight Standard Coiled Size (psi @ 73.4 F Outside Diameter Inside Diameter Wall Thickness per 100 feet Shipping Lengths (inches) water) (inches) (inches) (inches) I (pounds) (feet) 3/4" 200 0.875 0.671" 0 102" 10.3 100 - 300 1" 200 1.125" 0.8651 30" 16.9 100 - 300 1-1/4" 200 1.375" 1.060" 58" 25.0 100 - 300 1-1/2" 200 1.625" 1.250" 0.186" 34.8 100 - 300 2" 200 2.125" 1.640" 0.242" 59.4 100 - 300 Interstate PE3408 200 psi Water Service Line Pipe ASTM D 2239 Polyethylene (PE) Plastic Pipe SIDR-PR (Standard Inside Dimension Ratio-Pressure Rated) Approved NSF-pw Standard Inside Dimension Ratio SIDR-7 Nominal Pressure Rating Nominal Minimum Approx.Weight Standard Coiled Size (psi @ 73.4 F Inside Diameter Wall Thickness per 100 feet Shipping Lengths x (inches) water) (inches) (inches) (pounds) (feet) 3/4 200 0.824" 0.118" 15.0 lbs. 100 - 300 1 200 1.049" 0.150" 24.3 lbs. 100 - 300 1 1/4 200 1.380" 0.197" 41.8 lbs. 100 - 300 1 1/2 200 1.610" 0.230" 56.9 lbs. 100 - 300 2 200 2.067" 0.295" 93.8 lbs. 100 - 300 Standard Coil Lengths: 100 - 300 foot coils *All other coil lengths will be treated as special order items. 3/96 Interstate Plastic, Inc. • P.O. Box 398, Post Falls, Idaho 83854•(208)773-4538 •Fax(208)773-9400 ADS, Inc. Drainage Handbook Specifications ♦ 1-1 ADS POTABLE WATER SERVICE PIPE (IPS) PIPE SPECIFICATIONS Scope This specification describes ADS Potable Water Service Pipe (IPS) pipe SIDR 19, SIDR 15, SIDR 11.5, SIDR 9, and SIDR 7 for use in potable water service applications. Pipe Requirements ADS potable water service pipe shall meet the requirements of ASTM D2239, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Iron Pipe Size (IPS)standards. Material Properties Pipe material shall be high-density polyethylene conforming to the minimum requirements of cell classification 445574C as defined and described in ASTM D3350, except that carbon black content should not exceed 3.0%. The resin shall have a material designation code of PE4710 by the Plastic Pipe Institute. Disinfection/Maintenance The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible pipe products. Methods includin direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. Pipe Properties 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 in(mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.060 +0.02 0.073 +0.02 0.085 +0.02 0.109 +0.020 in(mm) (1.5 +0.51) (1.5 +0.51) (1.5 +0.51) (1.9 +0.51) (2.2 +0.51) (2.8 +0.51) Pressure Rating 100 100 100 100 100 100 @ 73°F psi(kPa) (689) (689) (689) (689) (689) (689) Weight gm/ft 28 ±2 38 ±2 47 ±2 80 ±3 96 ±3 190 ±5 (gm/m) (92 ±7) (125 ±7) (154 ±7) (262 ±10) (315 ±10) (623 ±16) Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 in(mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.070 +0.02 0.092 +0.02 0.107 +0.02 0.138 +0.020 in(mm) (1.5 +0.51) (1.5 +0.51) (1.8 +0.51) (2.3 +0.51) (2.7 +0.51) (3.5 +0.51) Pressure Rating 125 125 125 125 125 125 U) @ 73°F psi(kPa) (862) (862) (862) (862) (862) (862) Weight gm/ft 30 ±2 39 ±2 56 ±2 97 ±3 129 ±3 200 ±5 (gm/m) (98 +7) (128 ±7) (184 ±7) (318 ±10) (423 ±10) (656 ±16) Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 in(mm) 15.8 ±0.25 20.9 ±0.381 26.6 ±0.51 35.1 ±0.51 40.9 ±0.51 52.5 ±0.51 n Wall Thickness 0.060 +0.02 0.072 +0.02 0.091 +0.02 0.120 +0.02 0.140 +0.02 0.180 +0.020 _ in(mm) (1.5 +0.51) (1.8 +0.51) (2.3 +0.51) (3.0 +0.51) (3.6 +0.51) (4.6 +0.51) o Pressure Rating 160 160 160 160 160 160 U) @ 73°F psi(kPa) (1103) (1103) (1103) (1103) (1103) (1103) Weight gm/ft 30 ±2 50 ±2 72 ±2 125 ±3 146 ±3 248 ±5 (gm/m) (98 ±7) (164 ±7) (236 ±7) (410 ±10) (479 ±10) (814 ±16) ADS, Inc.,January 2015 ADS, Inc. Drainage Handbook Specifications ♦ 1-2 Pipe Properties continued Inside 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 Diameter in(mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.069 +0.02 0.092 +0.02 0.117 +0.02 0.153 +0.02 0.179 +0.02 0.230 +0.028 in(mm) (1.8 +0.51) (2.3 +0.51) (3.0 +0.51) (3.9 +0.51) (4.5 +0.51) (5.8 +0.71) Pressure 200 200 200 200 200 200 Rating @ 730 F psi(kPa) (1379) (1379) (1379) (1379) (1379) (1379) FWeight gm/ft 32 ±2 53 ±2 88 ±3 155 ±3 185 ±5 330 ±5 (gm/m) (105 ±7) (174 ±7) (289 ±10) (509 ±10) (607 ±16) (1083 ±16) Inside 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 +0.02 Diameter in(mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.089 +0.02 0.118 +0.02 0.150 +0.02 0.197 +0.02 0.230 +0.03 0.295 +0.035 in(mm) (2.3 +0.51) (3.0 +0.51) (3.8 +0.51) (5.0 +0.51) (5.8 +0.71) (7.5 +0.89) Pressure° 250 250 250 250 250 250 Rating @ 73 F psi(kPa) (1724) (1724) (1724) (1724) (1724) (1724) Weight gm/ft 38 ±2 71 ±2 116 ±3 210 ±5 227 ±5 440 ±8 (gm/m) (125 ±7) (233 ±7) (381 ±10) (689 ±16) 5 ±16) (1443 ±26) *Additional SIDRs may be available.Contact an ADS Representative for regional availabili © ADS,Inc.,January 2015 HD Fowler Company Submittal - IFZWARG2K 82790 April 4,2016 ROMAC INDUSTRIES, 'C u INC.1-800-426-9341 RomaGrip T�` Pipe Restraint www.romac.com MADE IN U.S.A Gland: Ductile (nodular)iron,meeting or exceeding ASTM A 536,Grade 65-45-12. t 11 O O Gaskets: 3-24"sizes:A standard MJ gasket is used with this fitting.See ANSI/ VL F M NSF to AWWA C111/A21.11 for gasket specs.For 30-48"sizes,SBR in accordance with APPROVED 5 ASTM D2000.Other compounds available for petroleum,chemical or high tempera- Torque Off Bolts "s0 = ture service. Assure the proper torque is applied C� Restraining Bolt: Ductile (nodular)iron,meeting or exceeding ASTM A 536-84. (3-24"sizes:7/8—9 roll thread),(30-48"sizes:1 1/4-7 roll thread) NRestraining Lugs: Ductile (nodular)iron,meeting or exceeding ASTM A 536-84. C Heat treated using a proprietary process. Coatings: Shop coat applied to the casting for corrosion protection in transit. Romabond polyester available upon request L 22 Use:Ductile iron pipe 3"-48",cast iron pipe 3"-48"(same OD's as CC ductile iron),IPS size steel 3"-12"with transition gasket and a minimum thickness per ASTM A53 std.weight class pipe. Radial Pads Not for use on polyethylene pipe,PVC pipe or plain end Contact the pipe and apply mechanical joint fittings. force evenly ROMAGRIP for Ductile Iron Pipe Accessory Pack (RomaGrip,Gasket, Bolts and Nuts) NOM. ACC.PACK PIPE CATALOG T-BOLTS APPROX. CRATE SIZE NUMBER QUANTITY:SIZE WEIGHT(ea.) W STD B&N W/OP COAT SHOP COAT ROMABOND R BELU B&N W/ST B&N W/RR BLUE'N&N QTY 3" 3"RGAP-D 4:5/8"x 3" 8# 54 4"RGAP-D 4:3/4"x 31/2" 11# 96 6"RGAP-D 6:3/4"x 4" 17# 72 8"RGAP-D 6:3/4"x 4" 22# 48 10"RGAP-D 8:3/4"x 4" 31# 30 12" 12"RGAP D 1 8:3/4"x 4" 37 32 14"RGAP-D 10:3/4"x 41/2" 16 16"RGAP-D 12:3/4"x 41/2" 62# 18" 18"RGAP-D 12:3/4"ell 68# 20 20"RGAP-D 14:3/4" 78# 24" 24"RGAP-D 16:3/4" 98# 30 30"RGAP-IMPORT 20:1" 295# 36 36"RGAP-IMPORT 24:1"x380# 42" 1 42"RGAP-IMPORT 28: 4"x 8 /2" 595# 48" 1 48"RGAP-IMPORT 32: 730# Accessory packs are available with stainless steel fasteners.Call for price and availability. ROMAGRIP for Ductile Iron Pi a (RomaGrip ONLY) NOM.PIPE CATALOG APPROX. BANDED SIZE NUMBER WEIGHT ea. SHOP COAT I ROMABOND QUANTITY 3" 3"RG-D 6# 5 4" 4" RG-D 7# 5 6" 6"RG-D 11# 5 8" 8"RG-D 16# 5 10" 10"RG-D 21# 3 12" 12"RG-D 28# 3 14" 14"RG-D 41# - 16" 16"RG-D 49# 18" 18"RG-D 56# 20" 20"RG-D 64# 24" 24"RG-D 81# 30 30"RG-IMPORT 250# 36 36"RG-IMPORT 325# 42" 42"RG-IMPORT 479# 48" 48"RG-IMPORT 594# 1 R-BLUE Bolts and Nuts,see page 9-3 for more information. A■ Some initial axial movement may occur in lug style restraints as the lugs seat.Movement is directly related to the size of the piping system and the system pressure.In general terms movement of approximately 0.25"can be expected in restraints under 16". For larger sizes, movement of approximately 0.4"may be seen.If this is critical to your application please contact Romac Engineering for additional information. 7-7 HD Fowler Company Submittal - IFZWARG2K 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe)with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8—9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (Ibs) (psi) (psi) Deflection 3 2 6 350 700 5° 4 2 7.5 350 700 50 3 11 350 700 5° 8 8 4 16.5 350 700 5° 10 6 23 350 700 50 12 8 29.5 350 700 5° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0017 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 800 426 9341 • Fax (425) 951 6201 • www.romac.com HD Fowler Company Submittal - IFZWARG2K 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 14 THROUGH 24 INCH DUCTILE IRON PIPE SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8—9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (Ibs) (psi) (psi) Deflection 14 10 42.8 350 700 2° 16 12 50.4 350 700 2° 18 12 57.4 250 500 1.50 20 14 66.0 250 500 1.5° 24 16 83.3 250 500 1.50 UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0018 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 800 426 9341 • Fax (425) 951 6201 • www.romac.com HD Fowler Company Submittal - ELSTAND893HDG 77460 -- Material Resources., Inc. :;J[ STANDON ADJUSTABLE PIPE SUPPORTS LL Standen Model SBO flange Support Product Specifacation Sheet ALL MODELS TESTED TO OVER 10,000 POUNDS- COMPRESSIVE STRENGTH MATERIAL- Flange plate: ASTM A36 Collar/base cups: ASTM A53 D.O.M.tubing 0 _��� 0 Thread stud: ASTM A36,rolled thread,grade ASTM A307 Base plate: ASTM A36 sheet steel Optional Material-100%304L or 316L Stainless steel FABRICATION- AII welds: 100%MIG welding,electrode E70XX STA�NDLDN Plates: Laser cut,programmed dimensions,radiused cornersej SDD FINISH- AII supports have corrosion resistant,electro-galvanized finish. Hot dip galvanizing available-specify at time of order. DIMENSIONS-(note: call manufacturer for 30"through 48"support information) FLANGE HOLE FLG THIRD BASE EXTENSION MINIMUM SIZE RADIUS PLATE STUD PLATE PIPE REQ. DIST.TO FLOOR 2" 2.375" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" 2.5" 2.75" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" 3" 3.00" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" 4" 3.75" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" 6" 4.75" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" 8" 5.87" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" j 10" 7.125" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" STANDDN 12" 8.50" .250" 1"x 6" 4"x 6"x.25" 2"Sch.40 7" MODEL 14" 9.375" .375" 1.5"x 6" 8"x 8"x.5" 3"Sch.40 9.5" SDD 16" 9.625" .375" 1.5"x 6" 8"x 8"x.5" 3"Sch.40 9.5" 18" 11.375" .375" 2"x 6" 8"x 8"x.5" 4"Sch.40 10" 20" 12.50" .375" 2"x 6" 8"x 8"x.5" 4"Sch.40 10" 24" 14.75" .375" 2"x 6" 8"x 8"x.5" 4"Sch.40 10" NOTE:250 Drilling pattern supports available INSTALLATION - r L- ------------- To insure proper Support performance and stability; After final height adjustment is attained, apply tack welds to both support cups and extension pipe. Use E70XX electrode for welds. The base plate should be anchored to the floor with removable anchor bolts. If re-adjustment is required at a later date, remove anchor bolts and rotate entire lower unit using collar nut. Re-anchor base plate. For product availability and ordering information on these MATERIAL RESOURCES, INC. and other products offered by Material Resources Inc, please call: (503) 533-5256 or (877) 693-0727 2800 Taylor Way Bldg. 2 C FAX (503) 533-5501 PO Box 247 www.standon.net Forest Grove, Oregon 07116 SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple �`pSSIfjE� U� Flange WATERQUAEITY Dimple / 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP ✓SUBMITTED NUMBER SIZE ID LENGTH ITEM(S) INSERT-71 3/4" 0.824 1-11/16" ** INSERT-53-72 1" 1.049 2-5/16" ♦** INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 2" 2.067 2-15/16" 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET ✓SUBMITTED NUMBER SIZE ID LENGTH ITEM(S) INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" ** INSERT-53-72 1-1/4" 1.069 2-5/16" ♦** INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" ♦ INSERT-54-Q 1-1/2" 1.263 2-7/16" ♦ INSERT-55-Q 2" 1.653 2-7/16" *Weights for insert stiffeners are for standard package quantities. **Insert-53 and-72 fit both 1-1/4"plastic tubing(1.069 I.D.)and 1"plastic pipe(1.049 I.D.). ♦These inserts are specifically designed and required for Quick Joint fittings.They are not interchangeable with other Compression Fittings. FEATURES • Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing • Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-9213) • Dimpled and flanged to retain placement within the service line • Key lock construction with a minimum of two key locks to maintain solid structural integrity • Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 10/30/12 HD Fowler Company Submittal - MHSCNSNST 72810 HPHATMSpecification Harrington Permanent Hydrant AdapterTM - I-IPHATN1 Harrington Permanent Hydrant Adapter"I" - A Metal Face Harrington, Inc. Storz with Female Thread, secured to the male nozzle 2630 Eri West 21 st St. w'/ (2) Setscrews, includes Storz Cap with Aircraft Cable 1✓rle, PA 16506 8{)t).553.{.l078t)7x H H P P H H A A �. ; HPHA-rm adapters thread onto the existing nozzle.. S4" STOR7. x Female 5" STOR7 x Female P ,HPHA40-40-thd/Cap dr4„ specials- 91MIA50-40-thd/Cap •1JPJ1A40-40N1l/C'a� 4" Ml- •HPHA50-40NH/t'a E -HPHA.tl1-aSNH/C� -4S" Nil- •11PH;A_40-45NH/Cap T -Nhide with Forged 606• TO Aluminum.Hard Anodized to Mil-A-8625f.Type 3, C I)ark (iray,.;ind*h;bu;j ar"High-Torque". C *ANY'VECLAL:THREAD" SIZE IS AVAILABLE AND C't;T DIRECTLY I INTO THF,F'(1K(aIN(i'I'O I'K(-)VII)I: I'Hh. I.(_)11`Fa'f PKOFILF.AVAII.ABI.I F Dote:41;NH(NST)— 5.010"013ti4 x 4 TPI,4.5" NH ST)—5.760"QDM x 4 TPl (71)\A"=Uuhidc I)iamcicr Of the Malc 1hrcad."*I'P[''='Thread.,Ila Inch _ 1 I --�*HPHATM SPECIFICATION T The Pernarle»I Hydrant Adapter threads onto the male noixle and is secured permanently to the hydrant. A Stow. Spanner wrench is required lbr cap rerno��al. The Storz adapter shall have a hard anodized aluminum metal face seal Aand hard anodized aluminum Storz ramps and lugs. The adapters fnush sltitll be A hardcoat anodized to Mil-A-8625, Type 3, dark gray. The adapter shall be made of T forged 6061-T6 aluminum and secured to the nozzle by (2)stainless T steel set screws.inserted 180' apart. The female adapter shall contain a flat rubber 1 gasket which seals against the male hydr.uit nozzle. IThe blind cap shall have hard anodized aluninum Storz ramps and lugs, nude j of forged 6061-T6 alununum. The cap shall be equipped with a suction 0 seal. The cap shall be connected to the adapter or the hydrant with a 0.125" vinyl coated aircraft cable. The hi ,i torque cap requires a Storz spamier 0 wrench for removal, once installed,the Permanent Hydrant Adapter N with cap extends less than 3" fi-om the hydrant nozzle. N SPECIFY: HARRINGTON "HPHA" 7 2.75" Ext. 1 7.71" O.D. I I I I 4' 4.5"! NH terway Female 0 w N I- z I Z U 2 w E Harrington, Inc. DWG" HPHA50-45NH/Cap 2630 W. 21 st St. Erie, PA 16506 DESCRIPTION: 5" Storz Metal Face E x 4.5" NH Female Rigid Ph. 800-553-0078 w/Storz Cap w/Cable 3 fax. 814-838-7339 DATE: 7/12/09 DB: MFC REV 00 o daveh@harrinc.com SCALE: I SHEET 1 OF 1 0 RegeicyWffe & Cable & C(Dus 830 South West Street, Sikeston MO 63801 800-876-3020/573-472-2990/FAX 573-471-3134 OF/TWU Irrigation Wire Description: Regency's single conductor OF/TWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National Electric Code NFPA-70. Conductor construction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-8. Gauge sizes 18 thru 8 are solid conductors. Sizes 6 thru 4/0 are stranded conductors. The insulation is a high quality polyvinylchloride (PVC)for systems applications of up to 600 volts and conductor temperatures up to 60 C. The OF/TWU Irrigation Wire is constructed in accordance with Underwriters Laboratories, Inc. standard 493 and 83, as well as CSA 22.2 No. 75. Application: Suitable for use as power an con) wire for irrigation systems. Construction: Conductor: Soft drawn bare copper (ASTM Spec. B-3 and B-8). Solid (18 awg to 8 awg) Stranded (6 awg to 4/0 awg) Insulation: Polyvinylchloride (PVC) Temperature: 60 C Voltage: 600 volts Conductor Size Insulation Thickness Colors 14 .060 1-12 12 .060 1-12 10 .060 1-9, 11 8 .080 1-8 6 .080 1-5 4 .080 1, 2, 3, 5 2 .080 1, 2, 3, 5 Available Colors: 1-Black, 2-White, 3-Re 4-Blue, 5-Green, 6-Yellow, 8-Orange, 9- Gray, 10-Pink, 11-Purple, 12-Tan. Material must be able to pass the following tests without showing signs of degradation: Cold Bend —The insulation shall not show any cracks when sample is bent around a 3X mandrel after being subjected to —25 C for four (4) hours. Electrical - AC test voltage, 60 seconds at 5000 volts. Sunlight Resistance Test - Samples conditioned for 300 hours of carbon-arc or xenon-arc exposure. t Foy TITE VALVE MARKER POST I N C O R P O R A T E D ss 3 rtE�n�FoRLinl� — _ CSA(L yo��y„ +I 60# pe 50 HD Fowler Company Submittal -WWSE36 70550 2"x2" SQ 2" -� 1/411 OD Length As 3/4" Sch 40 Pipe Required 1/4"x2-1/2"x2-1/2" F.B -V7 2-1/2"x2-1/2"x. 180 Wall T.S 3/8"-16 Tapped Hole One Side Only Material:Steel To ASTM A36 A40 A120 Note : Contractor To Verify H . D . Fowler Co DIM. DWG . Valve Stem NO . Extension 5 3/4" DIA, 16" 5 DEGREE DRAFT C(!WA T E R I � I � 4 I � � I � - I II � II I � I � I � I � I � I I TOP VIEW 8+ BOTT NOTES: OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. 940 DS APPROX Wr:12 Lbs REV:A DATE:7/16/2003 New border REV DOCUMENT APPROVED DWN:CL TOLERANCE DATE: REV: DATE: A XX}.1 BY: DATE: >0<X 1.0a CHKD:CL DATE:7l16l2003 >a>X+.030 DWG#:940 DEEP SKIRT LID SCALE:NIA SHEET:1 OF 1 ,,2 DEG B 1/8"OIA. [-6 7/8'qA. MATING SURFACES 1 1/is•' TO BE MACHINED M e 9 1/4"DIA. 6 5/8"Dih /8' A. 7 3 IA. NOTES: OLYMPIC FOUNDRY INC. 18"VALVE BOX TOP MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. 940 APPROX Wr:33 Lb REV:A DATE:7/16/2003 New border REV DOCUMENT APPROVED DWN:CL TOLERANCE DATE: REV: DATE: A XX}.1 BY: DATE: >O<X 1.06 CHKD:CL DATE:7l16l2003 >a>x'.o3o DWG#:940 18 TOP SCALE:NIA SHEET:10F1 2 DEG 5 5/8"DIA. �5 1/8'DIA. 17" 4" ALSO AVAILABLE IN 30"AND 36.� 7" 5 3/4" 50� 1/2'DIA. IA 8 3/4"DIA. NOTES: OLYMPIC FOUNDRY INC. 24", 30"36"VALVE BOX BASE MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. 940 APPROX Wr:35 Lb REV:A DATE:7/16/2003 New border REV DOCUMENT APPROVED DWN:CL TOLERANCE DATE: REV: DATE: A XX}.1 BY: DATE: >G<X 1.0a CHKD:CL DATE:7116l2003 >a>x+.030 DWG#:940 24 BOTTOM SCALE:NIA SHEET:1 OF 1 2 DEG HD Fowler Company Submittal -VBL940 84070 IM GOMM orrm 03MMA Cmw Fadc.AJ O,4 CORPORATION DRG.No. VE-940 W Lei 7a■ a INQIA HEAT NO. BACK VIM OP Gavot 8• 1? 1' Ir? 55,fi• 1 5 TI,B' TOLERAME sma"":"MCNEL N Wm� wsw MA7ERAL Ced kon ASTM Ma Ckos MS prom: REV.- -W Mmb�R20 LMk°Mwdmlb RICH VALVE BOX LL UD ONLY COATMa PANMTCD LPN.ar: 1.110+ CHECKED BY: wE]oFii: 33UEDOht APwo.on,: P.1[.sUBUDID ASHIg DCY 10 LUX 094&05 HD Fowler Company Submittal -VBT940B 84070 0810MA Own RMp,l1.14S614 CORPORATION 7• 112' Alls I 3" 3{8 1' v- IL d Z C7 � cf) > ♦ � � T �-5116' 518" f � � m 1 r2" d 5lB" 03140 9 114" MATEMAL as ror AMMA4BCns MB oEsc aPr o r: REV, w(r Ww"PM u,NOV ei•_nera. - — C.I. RICH VALVE BOX 1a"WffH COATNU PAINTED LING TOr ONLY DM BY: 06M=1 I CHECKM BY: WEMHT: 18 UED OW: AWVD.Oft BAMANTA I" ASHIS fDIEV 35 Lea A M oe HD Fowler Company Submittal - VBB24 84070 MO-Goldman Drive (�—:)S I MA DRG. FOR Cream Ri6ge,NJ 08514 CO RPORATI OIL APPROVAL DRG NO, VB-92224/92aO/9236192 2 }--5 114"0 1 , I ! 1 1 I I I , i I 1 ! 1 1 1 I i I , I m' 1 , 1 1 J I I! I I , J I I I r 1 , 1 I 1 I I a I i 1 SIGMA ITEM NO. j HEAT NO:&DATE c I P9 J INDIA j ' .INDIA" —1/2"RECESSED LETTER r 1/4" i �7 1/2"0 8.10 10 1/4"0 DRG.NO. DIM A" DIM"B" WEIGHT VB-9224 24" 14 112" 33 LBS V13-9230 30" 20 UT ??LBS VB-9236 3V 26112" 51 LBS VB-9242 42 32 112" ??LBS DESCRIPTION: -MATERIAE.Gray Cast Iron RICH VALVE BOX BOTTOM CLEATING: PAINTED bRN.BY. 14.03 402. CHECKED BY, DRG.WEIGiiT: APPVD737NJ REVISIOIND* _N.DEBNATH ASHIS DEY. HD Fowler Company Submittal - UWITfAPEDET2B 67890 Chrlsty's Detectable Marking Tape Our I EfMIMiE ffm%q tap pr 4ft fir easy buried Opal m drbotiar ud bein gud Wrrtktodiat and mn t¢The to ern be iouid baiow pmrrrd W$a w0off rrar nrW dlrloft Ow burbd n the proper do*. All ChrkO We avast:w=so&N lWt*y t ib* lmkwh the krwtan Pubic Vftla Amddon(AM Bohr cads ���t r TAPE MIST BE BURIED FLA FOR MIJOMUM DETECTABILIIY AND LIRE PRIiECT10q. CONSULT TOIR gFWFIC LIWOK MANIHOURER FOR WRKL LIMRMIONL tilt:lot I ar.onliiEti at atarrhri for �= Z" v,1 r•N° ih m* 311 Qn_2r terlaa awwv tur d"atam d oft s�� I11-W Robft banter wwiir H o wiW t,��rN�twrnh aad w 121'WNW 6".3r SPECIFICATIONS • OwW DEiEWLE ro"tips rwntrs d a Y nd OW)thloiraess;tt**owpaWa.; wh-1 ih Weak WdA ttttt pwarrt*0 po*d*m;add,doiw ad Offre t rwlrtent The We uncle*meth It M eaadwKe wkh AM tr112-HIV ud A mt be Sew ttm W PC • F1 p "A+pngrttet sm ti rasi��fr A�TII D11�A6A and ae ba flan bQ at bertc prrt • Tqz cow a WPW i ` +i k it mrtraa 1LP11i1 r Lrad n�iarf:r4 1Ne aiir It . ft Wpm nuh • Apr k i m1 anal tttlola��t S6 r tnkd alraian fd Dora A A nri olarrltint,rn�a FbW wkk a waft writ mop k{airatad b attr'u, fd nfli a 3.T5 Y der tin Wft • Sipe vidti dd be .1FK bed rob we rsoaod s tiM ra&d hnd%d thi dm m d IN*du brut Krnabd A 4"damaur In wand as 3"or W*tap 1w n vwbafto.awwa i wkft an r,r r,a ir, • 3ta tdteLy steal�1"tral�!"dbt,1�tyu ad 1�'Y an S"-1!"hips SPECIAL RNDCUSTOM LES Ell DS T.Ov*Ed %I W11L Mr*WW a fd narpr of wr-ftdrrd trim lodito W4t appkadn rich w Tokr t,krlt m !tN L Dd K..Antwft CA WU X(714)WLM•Fix(T14)`a MI sl addtttord wain In wft AI duds Itdad an aada&h rt kart ou crtorhrA raoibrgkae•0414UE oornbilloR ttia alter ipMfio aMo)r ems,dwtpfrttarrc r Ww wid*ww W m h"w hduft tM w d i{adic twtltrA buigft ad*w mnWL Cd W*"W tq ,Mr err war HD Fowler Company Submittal - WWTAPEDET2B 67890 How To Order Marking Tapes STANDARD COLORILEEGEEN��//D COMBINATIONS CAROL- rA.XX.XX. y XX Uamoe:, .Df2 R`N Is 2"Detectable Purple Reclaimed Water. CAU DOMED 77 � „ , ,• , , . •r• r LINE 2 2" dre Protecli,ar PI PipelNre 3-3" - le TV PIN-Potable Watt, 6-B" y E-Electric RAW-Raw Wafer as 12-1V F-Fire RJ-Restrained Joint FM-Force main RW-Reclaimed Water W-White FO-Fiber Optic S-Sewer 0-Orange, B-Gas STDR-Storm Drain DETECTABLE&NON-DETECTABLE BR 8mw, IRR-Irrigation TEL-Telephone MARKING TAPE NPW-Man-Potable Water W-Water NS-Hydrant Nol in Service NOTE:Not all widths are available as standard for STAND COLO REGEND COMBINATIONS the stock colorAegend combinations shown. Contact Chdsty's'for stock availability of specific 7BNPW "Cauhon ,products.Non-stock combinations are subject n Irrigation Line Buried Below" to minimum requirements and plate cherpes. Blue n Non-Potable Water Line Buried Below" lue n Potable Water Line Buried Below" Blue n Restrained Joint Buried Below" Blue n Raw Water Buried Below" Blue BW "Caution Water Line Buried Below" Brown BRFM "Caution Force Main Buried Below" Green GFM "Caution Force Main Buried Below" Green GIRR "Caution Irrigation Line Buried Below" Green GNPW "Caution Non-Potable Line Buried Below" Green GPW "Caution Potable Line Buried Below" Green GRAW "Caution Raw Water Line Buried Below" Green GS "Caution Sewer Line Buried Below" Green GSTDR "Caution Storm Drain Buried Below" Orange OFO "Caution Fiber Optic tine Buried Below" Orange OTEL "Caution Telephone Line Buried Below" Orange UP "Caution Cathodic Protection Cable Buried Below" Orange 0CIV "Caution Cable TV Line Burled Below" Orange DNS "Caution Hydrant Not in Service Line Buried Below" Purple PIRR "Caution Irrigation Line Buried Below" Purple PRW "Caution Recycled/Reclaimed Water Line Buried Below" Purple PNPW "Caution Non-Potable Line Buried Below" Red RE "Caution Electric Line Buried Below" Red RCP "Caution Cathodic Protection Cable Buried Below'" T.Christy Enterprises,Inc. Red RF "Caution Fire Line Buried Below" 655 E.Ball Rd.•Anaheim,CA 92805 Yellow YE "Caution Electric Line Buned Below' Yellow YG "Caution Gas Line Buried Below" Teb(714)507-3300•Fax;(714)507-3310 Yellow YCP "Caution Cathodic Protecton Buried Below" www.TChnsty.com•800-BLU-GLUE Yellow YPL "Caution Pipeline Buried Belaw' Aucust t015 UT-0001 ZURN® Mode1350ASTDA WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply.Model 350ASTDA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and _ unauthorized water use. Standards Compliance(Horizontal&Vertical) •ASSEO Listed 1048 •AWWA Compliant C510(with gates only)and C550 Options • ULO Classified (Suffixes can be combined) • C-ULO Classified ❑ - with flanged end OS&Y gate valves(standard) • FMO Approved ❑ LM - less water meter • CSAO Certified B64.5 ❑ - with remote reading meter •Approved by the Foundation for Cross Connection ❑ - with gallon meter(standard) Control and Hydraulic Research at the University of Southern ❑ CFM - with cu ft meter California ❑ CMM - with cu meter meter • NSFO Listed-Standard 61,Annex G* ❑ G - with grooved end OS&Y gate valves 10.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) ❑ FG - with flanged inlet gate connection and grooved By-Pass Backf low Assembly 3/4" Model 950XLD outlet gate connection Materials ❑ PI - with Post Indicator Gate Valves Main valve body 304L Stainless steel ❑ BG - with grooved end butterfly valves with integral Access covers 304L Stainless steel supervisory switches Internals Stainless steel, 300 Series ❑ BF- with flanged end butterfly valves with integral NORYLTM NSF Listed supervisory switches Fasteners&springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile(FDA approved) Accessories Polymers NORYLTM, NSF Listed ❑ Repair kit(rubber only) Features ❑ Thermal expansion tank(Model XT) Sizes: 2 1/2", 3", 4", 6", 8", 10" ❑ OS&Y Gate valve tamper switch (OSY-40) Maximum working water pressure 175 PSI Maximum working water temperature 140°F MODEL Hydrostatic test pressure 350 PSI 350ASTDA End connections (Grooved for steel pipe) AWWA C606 With (Flanged) ANSI B16.1 OS&Y option Class 125 E Dimensions&Weights(do not include pkg.) WEIGHT o o MODEL Oo 350ASTDA WITH OS&Y WITH WITH F WITH OS&Y SIZE GATES BUTTERFLY BUTTERFLY GATES(GXF) (GXG) VALVES(GXG) VALVES(FXG) B �C A in. mm lbs. kg lbs. I kg lbs. I kg lbs. I kg 2 1/2 65 126 57 116 53 93 42 103 47 MODEL 3 80 143 65 131 60 97 44 110 50 3501ASTDA wit E 4 100 218 99 198 90 101 46 123 56 °® BF option 6 150 352 160 322 147 164 74 194 88 ° ° F 8 250 885 303 827 278 463 210 521 236 1A� [Dj 0 10 250 885 401 827 375 463 210 521 236 MODEL DIMENSION(approximate) 350ASTDA A WITH B LESS E E E WITH SIZE A BUTTERFLY GATE C D OS&Y OS&Y BUTTERFLY F VALVES VALVES OPEN CLOSED VALVES in mm in mm in mm in mm in mm in mm in mm in mm in mm in mm 2 1/2 65 31 7/8 810 28 3/4 730 n/a n/a 12 305 7 1/4 184 17 3/4 451 15 3/8 391 8 1/4 210 5 127 3 80 32 7/8 835 29 3/8 746 n/a n/a 12 305 7 1/4 184 20 1/4 514 17 432 8 1/4 210 5 127 4 100 34 7/8 886 301/4 768 n/a n/a 12 305 8 203 22 1/2 572 18 1/4 464 9 229 5 127 6 150 43 1/2 1105 36 1/2 927 n/a n/a 10 1/2 267 10 254 30 1/2 775 24 1/4 616 10 1/4 260 6 152 8 200 52 3/4 1340 45 3/4 1162 n/a n/a 15 1/8 384 11 279 37 940 28 1/2 724 18 1/2 470 8 3/8 213 10 250 55 3/4 1416 49 3/4 1264 n/a n/a 15 1/8 384 12 305 45 5/8 1159 34 3/4 883 18 1/2 470 8 3/8 213 Zurn Industries,LLC I Wilkins Rev.H 1747 Commerce Way,Paso Robles,CA U.S.A.93446-Ph.855-663-9876,Fax 805-238-5766 Date:11/14 In Canada I Zurn Industries Limited Document No.BF-350ASTDA 3544 Nashua Drive,Mississauga,Ontario L4V 1L2-Ph.905-405-8272,Fax 905-405-1292 Patent No.5,913,331 Product No. Model 350ASTDA www.zurn.com Pagel of 2 Flow Characteristics ORatcd Flow(established by approval agencies) MODEL 350ASTDA 2 1/2",3"&4"(STANDARD&METRIC) FLOW RATES(1/s) 0.0 12.6 25.2 37.9 50.5 15 104 � m d 3"(80mm) 4"(100mm) y 10 2 V7(65mm)11 69 U) O O i J w w rn 5 35 rn to w w fL d 0 0 0 200 400 600 800 FLOW RATES(GPM) MODEL 350ASTDA 6" 8"&10"(STANDARD AND METRIC) FLOW RATES(1/s) 0.0 63.1 126.2 189.3 252.4 20 138 to Q a to 15 10,(250mm) 104� fn to O 6"(150mm) 8"(200mm) U) � 10 690 w w 5 35 m w m X w a 0 0 0 0 1000 2000 3000 4000 FLOW RATE(GPM) Typical Installation Capacity thru Schedule 40 Pie GPM Local codes shall govern installation requirements. Unless Pipe size 5 ft/sec 7.5 ft/sec 10ft/sec 15 ft/sec otherwise specified,the assembly shall be mounted at a 2 1/2" 75 112 149 224 minimum of 12" (305mm)and a maximum of 30" (762mm) 3" 115 173 230 346 above adequate drains with sufficient side clearance for test- 4" 198 298 397 595 ing and maintenance.The installation shall be made so that 6" 450 675 900 1351 no part of the unit can be submerged. 81. 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 PROTECTIVE u ao ENCLOSURE OLL LLO "gy FUWO 430"iM MIN. w AX. -mi eueu I=m=w ueueir L n=m=iTr <1:3 DIRECTION OF FLOW ZURN WILKINS MODEL350ASTDABG ZURN WILKINS MODEL 350ASTDA INDOOR VERTICAL INSTALLATION OUTDOOR HORIZONTAL INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE®Listed 1048, and supplied with full port gate valves. The main body and access cover shall be 304L Stainless Steel,the seat ring and check valve shall be NoryITM(NSF Listed),the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The first and second check valves shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Prevention As- sembly shall be a ZURN WILKINS Model 350ASTDA. Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 2 of 2 ZURN® Model 375XL WILKINS Reduced Pressure Principle Assembly Application Ideal for use where Lead-Free valves are required. Designed for installation on potable water lines to protect against both � }I backsiphonage and backpressure of contaminated water into the potable water supply.Assembly shall provide protection C i XL LEAD FREE where a potential health hazard exists. Standards Compliance u P c • ASSE®Listed 1013 C. ® NSF/ANSI 61 • IAPMO®Listed • CSA®Certified B64.4 Options • AWWA compliant C511 (Suffixes can be combined) • Approved by the Foundation for Cross Connection ❑ - with full port QT ball valves (standard) Control and Hydraulic Research at the University of ❑ L - less ball valves,male pipe thread(3/4"-2"only) Southern California ❑ S - with Model SXL lead-free bronze"Y"type • UL®Classified (less shut-off valves only, 3/4"-2") strainer • C-UL®Classified (less shut-off valves only, 3/4"-2") ❑ FT - with integral male 45'flare SAE test fitting • Meets the requirements of NSF/ANSI 61' ❑ AG - with air gap (0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) ❑ SAG - with Model SXL lead-free bronze"Y"strainer and air gap Materials ❑ B - with black fusion epoxy coated ball valves& Housing Reinforced Nylon, FDA approved struts for theft protection Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDAApproved) Accessories Buna Nitrile(FDAApproved) ❑ Repair kits Internals Delrin, Nylon ❑ Thermal expansion tank(Mdl.XT) Springs Stainless Steel, 300 series ❑ Soft seated check valve (Mdl.40XL2) Ball Valves Low Lead Cast Bronze,ASTM B 584 ❑ Shock arrester(Model 1260XL) Struts Stainless Steel, 300 Series ❑ QT-SET Quick Test Fitting Set ❑ Blow out/Flush fitting (RK34-375BOF(1/2"or 3/4"), Features RK1-375BOF or RK114-350-375BOF) Sizes: 1/2", 3/4", 1", 1-1/4", 1-1/2", 2" 14N Maximum working water pressure 175 PSI Maximum working water temperature 180'F Hydrostatic test pressure 350 PSI End connections Threaded FNPT ANSI B1.20.1 MODELS 375XLSE OPTIONAL LEAD-FREE STRAINER J (MODEL A SXL) o p F m D oO �q o x � Z E r E C B A H 1H� (1/2" I -1") (1-1/4"-2") Dimensions&Weights(do not include pkg.) DIMENSIONS(approximate) WEIGHT MODEL 375XL LESS LESS WITH SIZE A BALL B c D E F G H J BALL BALL VALVES VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. I kg lbs. I kg 1/2 20 87/8 225 n/a n/a 115/16 49 13/8 35 215/16 75 37/8 98 121/4 311 3 76 107/8 276 121/4 311 4.7 2.1 5.7 2.6 3/4 20 8 7/8 225 7 1/8 181 11 15/16 49 1 3/8 35 2 15/16 75 3 7/8 98 12 5/8 321 3 76 11 279 12 114 311 4.7 2.1 5.7 2.6 1 25 11 3/16 284 8 7/8 225 2 1/4 57 1 13/16 46 3 7/16 87 4 102 14 9/16 370 4 102 13 3/4 349 15 1/4 387 8.2 3.7 9.7 4.4 1-1/4 32 14 7/8 378 14 3/8 367 3 3/8 86 3 1/8 80 3 3/4 95 5 3/4 146 20 1/2 521 3 3/4 95 18 457 18 1/2 470 18.7 8.5 20.5 9.3 -> 1-1/2 40 15 1/4 387 14 3/8 367 3 3/8 86 3 1/8 80 3 3/4 95 5 3/4 146 22 559 4 1/2 114 18 3/4 476 20 1/4 514 18.3 8.0 21.5 9.8 -> 2 50 16 406 14 3/8 367 3 3/8 86 3 1/8 80 3 3/4 95 5 3/4 146 24 610 4 3/4 120.7 20 3/4 527 20 3/4 527 19.4 8.8 23.5 10.7 Zurn Industries,LLC I Wilkins Rev.L 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 Date:2/19 In Canada I Zurn Industries Limited Document No.BF-375XL 3544 Nashua Drive,Mississauga,Ontario L4V 1L2 Ph.905-405-8272,Fax 905-405-1292 Patent No.6,513,543,7,784,483,&7,905,250 Product No. Model 375XL www.zurn.com Page 1 of 2 Flow Characteristics ORated Flow(established by approval agencies) MODEL 375XL 1/2" - 1"(STANDARD&METRIC) FLOW RATES (1/s) 0.0 1.3 2.5 3.8 5.0 30 3/4"(20mm) U) to 1/2" 15mm) 1"(25mm)020 1380 W(9 LU ya10 69 Uv 0 W W 0: W 0 0 d 0 20 40 60 80 FLOW RATES (GPM) MODEL 375XL 1-1/4" -2"(STANDARD& METRIC) 0.0 3.2 6.3 FLOW RATES (1/s) 9.5 12.6 15.8 to 20 O 1-1/4"(32mm) 1-1/2"(40mm) 0) w c9 15 2"(50mm) 103 1 U) Y a wv 10 69 CO IX W a � 5 34 a 0 50 100 FLOW RATES (GPM) 150 200 250 Typical Installation Relief Valve Discharge Rates Local codes shall govern installation requirements.To be (Worst case condition-If 1stcheckorrelief valveis lodgedwideopen) installed in accordance with the manufacturers'instructions 200 and the latest edition of the Uniform Plumbing Code. Unless 1/ 1" 1-1/4"-2" otherwise specified,the assembly shall be mounted at a ai 150 minimum of 12" (305mm)and a maximum of 30"(762mm) above adequate drains with sufficient side clearance for test- ing and maintenance.The installation shall be made so that no part of the unit can be submerged. W 50 0 N 0 0 50 100 150 200 250 FLOW RATE(U.S.GPM) v MODEL 375XLSAG o o (SHOWN) 2 PROTECTIVE o "o ENCLOSURE o _ (1-1/4"-2") 8 1/8 (1/2"-1") 51/2 v OPTIONAL LEAD-FREE STRAINER OPTIONAL MODEL SXL AIR GAP 12"MIN. (1-1/4"-2")3"PIPE ° WATER METER 30"MAX. (1/2"-1")2"PIPE 12"MIN. (DRAIN LINE CAN 30"MAX. IF ' BE ANY STANDARDI� iII I_ PIPING MATERIAL) " " FLOOR DRAIN 4DIRECTION OF FLOW INLET SHUT OFF FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION OUTDOOR INSTALLATION Specifications The Reduced Pressure Principle Backflow Preventer shall be certified to NSF/ANSI 61,ASSE®Listed 1013, rated to 180°F, and supplied with full port ball valves.The main body shall be Nylon and the seat disc elastomers shall be silicone. If installed indoors,the installation shall be supplied with an air gap adapter.The Reduced Pressure Principle Backflow Preventer shall be a ZURN WILKINS Model 375XL. Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CAU.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 2 of 2 - � CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE: (360) 403-3551 CML PERMIT Address: 19927 67th Avenue NE Permit#:1687 Project#: Parcel#:31051400200700 Location: Expires:03/10/2021 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:Daniel Taylor PR for Gayteway Name:SIERRA CONSTRUCTION CO INC Address:P.O.Box 1727 Address:1639 Harbor Avenue SW Address:14800 NE North Woodinville Way City,State Zip:Bellevue,WA 98009 City,State Zip:Seattle,WA 98126 City,State Zip:WOODINVILLE,WA 98072 Phone: Phone:206-465-2491 Phone:425-847-5200 LIC#:SIERRCC145N8 EXP:3/31/2020 JOB DESCRIPTION Full Site Civil CONDFRONS Adhere to approved plans,call for inspections. INSPECTIONS SEE INSPECTION CARD PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the 9ity of dington Public Works Department. All work is sub" ct to field insp ction. / a City Engineer or Designee Signature Print Name Da c I hereby certify that I have read and examined this permit,the City of Arlington Land Use Code,the most current edition of the City of Arlington Standards and Specifications know the same to be true and correct all provision or laws and ordinances governing this type of work will be compiled with,which may include but arc not limited to: Other City of Arlington development permits,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NOI), National Pollution Discharge Elimination Systems(NPDES),and Corp of Forest Practices Application(FPA).I also understands that all insurance,approved submittals for all materials and contractor's license. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. X TIA:Sales tax-rclatinno construction and construction materials in the City of Arlington must be reported on your sales tax return form and dcd ofAr y1w Applicant Signature Print Name I Date PERMCF FEES Date Name Description Fee Amount 09/09/2019 Site Civil Review 341.82.00.01 $81,104.03 Total Due: $81,104.03 Total Payment: $81,104.03 Balance Due: $0.00 CALL FOR INSPECTIONS CIVIL(360)403-3417 CALL BY 3:30 PNI TO RECEIVE NEXT DAY INSPECTION When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon OFFICE COPY CITY OF ARLINGTON -> 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE: (360)403-3551 UAL PERMIT Address:19927 67th Avenue NE Permit#:1687 Project#: Parcel#:31051400200700 Location: Expires:03/10/2021 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:Daniel Taylor PR for Gayteway Name:USVET,LLC Address:P.O.Box 1727 Address:1639 Harbor Avenue SW Address:18101 Butler Road City,State Zip:Bellevue,WA 98009 City,State Zip:Seattle,WA 98126 City, State Zip:Snohomish,WA 98290 Phone: Phone:206-465-2491 Phone:425-319-5595 LIC#:USVETL'894RB EXP: 12/11/2019 JOB DESCRE"110N Full Site Civil CONDMIONS Move Fire Department Connection to SW corner within 10'of fire hydrant to be added at W-7.W33&W35:An isolation valve for the Fire Line will need to be installed past the point of connection with the Domestic Water Service.Adhere to approved plans,call for inspections. INSPECTroNS SEE INSPECTION CARD PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for constaiction thyyCity of Arlington Public Works Department. All work is subject to field ins ecti n. City Engineer or Designee Signature Print Name Date I hereby certify that I have read and examined this permit,the City of Arlington Land Use Code,the most current edition of the City of Arlington Standards and Specifications know the same to be true and correct all provision or laws and ordinances governing this type of work will be compiled with,which may include but are not limited to: Other City orArlington development permits,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NOI), National Pollution Discharge Elimination Systems(NPDES),and Corp of Forest Practices Application(FPA).I also understande that all insurance,approved submittals for all materials and contractor's license The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. SALES X NOTICE: les toe relating o onstruction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ct fdkrling O 1 Applicant Signature Print Name Date PERMIT FEES Date Name Description Fee Amount 09/09/2019 Site Civil Review 341.82.00.01 $81,104.03 Total Due: $81,104.03 Total Payment: $81,104 03 Balance Due: $0.00 CALL FOR INSPECTIONS CIVIL(360)403-3417 CALL BY 3:30 PM TO RECEIVE NEXT DAY INSPECTION When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon OFFICE COPY P C1 ry OF ARLM GTON O 238 N.OLYMPIC AVE-ARLINGTON,WA.98223 PHONE:(360)403-3551 RIGBT OF WAY PER39T Address: 19927 67th Avenue NE Permit#: 1687 Project#: 0 Parcel#:31051400200700 Location: Expires;03/10/2021 OWNER APPLICANT CONTRACTOR Gayteway Business Park,LLC Daniel Taylor PR for Gayteway SIERRA CONSTRUCTION CO INC P.O.Box 1727 1639 Harbor Avenue SW 14800 NE North Woodinville Way Bellevue,WA 98009 Seattle,W A 9 8126 WOODW VILLE,WA 98072 206-465-2491 LIC#: EXP: 03/31/2020 /O;DESCRf'FIOh OFFICEPSIERRCC145N8 Full Site Civil CONDFTIONS TRAIL TO BE CLOSED FOR NO MORE THAN 5 DAYS AT A TIME AND MUST BE OPEN ON WEEKENDS.MINIMUM OF I WEEK NOTICE FOR TRAIL CLOSURE NOTIFICATION TO COMMUNICATIONS DEPARTMENT AND CED. Notice shall be given I WEEK in advance of any traffic deviation.The applicant is required to notify the Communications Department Manager;360-403-3444 or kbanfield@arlingtonwa.gov and Community and Economic Development 360-403-3551 or ced@arlingtonwa.gov.The applicant is required to notify the City at least 24 hours before each inspection.Failure to give notice will result in an assessment of a l-hour inspection time charge against the applicant. Applicant must comply with all applicable City of Arlington,state and federal laws, ordinances,code and regulation in performing the work authorized by this permit. Traffic Control must comply with the current-version of MUTCD.Work Hours are 7 am to 7 pm Monday-Saturday(no work on Sundays or Federal Holidays).Inspections are not available on Saturday or Sunday. Two days before starting work,the applicant must have all utilities located. One Call,is a public utility locating service(#811 or 1- 800-424-5555).Privately installed facilities must also be located using a private utility locating service. Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. Any infrastructure affected by this installation shall be restored to City of Arlington Standards&Specifications within a time frame not to exceed 7 days from completion of the installation. Roadway repair shall be per City Standard Detail R-140. PER:MffT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by it e City of Arlington Public Works Department. All vork is ubj ct to field inspection. City Engineer or Designee Signature Print Name Date The above named contractor/property owner is hereby authorized to perform the above work within City Right-Of-Way in accordance with the terms of this permit and as shown on the attached drawing and subject to all applicable State,county and/or municipal laws and/or codes. All work shall be in accordance with the "standard Specifications for Road,Bridge and Municipal Construction,"exept where modified by City of Arlington Public Works Standards or conditions herein. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Applicant Signature Print Name Date PERMIT FEES Date Name T Description 1 Fee Amount 09/09/2019 Site Civil Review 341.82.00.01 $81,104.03 Total Due: $81,104.03 Total Payment: $81,104.03 Balance Due: $0.00 CALL FOR INSPECTIONS RIGHT OF NVAY (3G0)403-3.433 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Ci fY OF ARLINGTON 1 238 N. OLYMPIC AVE-ARLINGTON,WA.98223 PHONE: (360)403-3551 RIOlf1T OF WAY PERMIT Address: 19927 67th Avenue NE Permit#: 1687 Project#: 0 Parcel#:31051400200700 Location: Expires: 03/10/2021 OWNER APPLICANT CONTRACTOR Gayteway Business Park,LLC Daniel Taylor PR for Gayteway USVET,LLC P.O. Box 1727 1639 Harbor Avenue SW 18101 Butler Road Bellevue,WA 98009 Seattle,WA 98126 Snohomish,WA 98290 206-465-2491 425-319-5595 LIC#: EXP: 12/11/2019 USVETL*894RB JOB DESCRFPTION Mrlrr PAW Full Site Civil CONDITIONS TRAIL TO BE CLOSED FOR NO MORE THAN 5 DAYS AT A TIME AND MUST BE OPEN ON WEEKENDS.MINIMUM OF 1 WEEK NOTICE FOR TRAIL CLOSURE NOTIFICATION TO COMMUNICATIONS DEPARTMENT AND CED. Notice shall be given 3 days in advance of any traffic deviation.The applicant is required to notify the Communications Department Manager;360-403-3444 or kbanfield@arlingtonwa.gov and Community and Economic Development 360-403-3551 or ced@arlingtonwa.gov.The applicant is required to notify the City at least 24 hours before each inspection.Failure to give notice will result in an assessment of a 1-hour inspection time charge against the applicant. Applicant must comply with all applicable City of Arlington,state and federal laws,ordinances,code and regulation in performing the work authorized by this permit. Traffic Control must comply with the current version of MUTCD.Work Hours are 7 am to 7 pm Monday-Saturday(no work on Sundays or Federal Holidays).Inspections are not available on Saturday or Sunday. Two days before starting work,the applicant must have all utilities located.One Call,is a public utility locating service(#811 or 1- 800-424-5555).Privately installed facilities must also be located using a private utility locating service. Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. Any infrastructure affected by this installation shall be restored to City of Arlington Standards&Specifications within a time frame not to exceed 7 days from completion of the installation.Roadway repair shall be per City Standard Detail R-140. PERNW APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the City of Arlington Public Works Department. All work is subject to field inspection. b h 9 City Engineer or Designee Signature Print Name Da e The above named contractor/property owner is hereby authorized to perform the above work within City Right-Of-Way in accordance with the terms of this permit and as shown on the attached drawing and subject to all applicable State,county and/or municipal laws and/or codes. All work shall be in accordance with the "standard Specifications for Road,Bridge and Municipal Construction,"exept where modified by City of Arlington Public Works Standards or conditions herein. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. D" Applicant Signature Print Name D to PERMIT FEES Date Name Description Fee Amount 09/09/2019 Site Civil Review 341.82.00.01 $81,104.03 Total Due: $81,104.03 Total Payment: $81,104.03 Balance Due: $0.00 CALL FOR INSPECTIONS RIGHT OF WAY(360)403-3433 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon • 1 City of Arlington 'p�,N GAO Commumtv ♦ Economic Development April 26,2019 Gayteway,LLC 845 106th Avenue NE,#102 Bellevue,WA 98004 RE: Pre-Construction Requirements Project Name: Gayteway Business Park,Building C Project Address: 20015 67th Avenue NE,Arlington,WA 98223 Project No.: PWD-1687 Mr.Gayte, Outlined below there are two (2) options for work to commence at the Gayteway Business Park, Building B project site. Option 1 Option 1 is for an early grading permit which may be obtained when all of the following items have been approved. 1. TESC Plan approval 2. Grading Plan approval 3. Department of Ecology General Construction Stormwater Permit required for parcel 1 acre or more. 4. Certified Erosion Sediment Control Lead and License Number. 5. Grading Permit Fee-$503.05 6. Contractor's License No.and 24 hour emergency contact information. 7. Contractor must obtain a Business License with the City of Arlington. Once the items above have been approved a pre-construction meeting will be scheduled. Option 2 Option 2 releases the approved civil plans in their entirety. 1. Full Civil Plan approval 2. A performance bond will need to be on file with the City of Arlington. This bond is to insure completion of the following and shall be indicated on the security: All included infrastructure relating to TESC, water,sanitary sewer,and stormwater drainage systems,any right of way improvements along with any private and public landscaping. Performance Bond Estimated Cost of Construction is$584,212.25 x 150%_ $876,318.38 3. Contractor's License No.and 24 hour emergency contact information. 4. Contractor must obtain a Business License with the City of Arlington. 5. Contractor Proof of Insurance with the City of Arlington named as Additional Insured. 6. Copies of other agency permits or proof that the application is in progress,if required. 7. Material submittals for all proposed water,sewer and stormwater infrastructure shall be approved.Allow one (1)weeks'time for review of material submittals. 8. Department of Ecology General Construction Stormwater Permit(for parcels 1 acre or more). 9. Certified Erosion Sediment Control Lead and License Number. Once the items above have been received and approved,a pre-construction meeting will be scheduled. Project closeout information The performance bond shall be released when inspection and approval of all work has been completed and a two-year, 20% maintenance bond is on file with the City of Arlington. The maintenance bond consists of following and shall be indicated on the security: All included infrastructure relating to the public water,and sanitary sewer systems,right of way improvements along with any private and public landscaping. Maintenance Bond Estimated Cost of Construction$474,972.25 x 20% _$94,994.45 The City of Arlington Performance Bond form is included. Should you have any questions or require additional information,please contact me at 360.403.3527 or Jp erson@arlingtonwa_g2v. Sincerely, Lq�na Peterson Permit Technician II Community&Economic Development 0 CONSTRUCTION PERMIT APPLICATION Community&Economic Development City of Arlington • 18204 59di Avenue NE • Arlington,WA 98223 • Phone (360)403-3551 CIVIL(TYPE 1) 71 GRADING/PAVING/DRAINAGE(TYPE II) ❑ RIGHT OF WAY(TYPE III) ✓a TYPE I&II ONLY NEW DEVELOPMENT 71 REDEVELOPMENT Project Name: Gayteway Business Park#1 310514-002-007-00 Snohomish County Tax Parcel I.D. #: 19927 67th Ave N E, Arlington ( west side of 67th Ave N E) Project Address/Location: _ emove water meter ine Description of Project: OWNER i y of-Arlington Name: Address: 154 W. Cox Ave. City:Arlington State:WA Zjp:98223 Phone: 360-403-346 Email:rjones@ arlingtonwa.gov APPLICANT USVETINC Name: Address: 18101 Butler Road city. Snohomish State:WA Zi p:98290 Phone:425-319-5595 Email: c n m s e o .c s@gmaiom ENGINEER Name: N/A Address:N/A city. N/A State:WA Zip: 98290 Phone: N/A Email:N/A License #: N/AExpiration: N/A CONTRACTOR Name: USVET, LLC Address: 18101 BUTLER ROAD City: S N OH OM IS H State:WA Zip: 98290 Phone:4253195595 Email:CHRISDNICHOLLS@GMAIL.COM License #: USVEII*790R1 Expiration:12-20-23 1, hereby certify that I have read and examined this application,City of Arlington Municipal Code, Standard Plan & Specifications. Performance of the proposed work shall follow all applicable laws and regulations.The owner/applicant shall assume full and complete responsibility for said work and shall be responsible fnr the acquisition and compliance of all applicable permits and/or authorizations which may include, but not limited to,Right of Way Permit,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NO[),National Pollutant Discharge Elimination System(NPDES),Army Corp.of Engineers Permiitt1, a requirements of the Endangered Species Act;and the Forest Practices Application(FPA). Signature ✓t 94a-" _ Print Name: C �e S /V c, `o I15 Date: FEB Pagel of2 REV11/2021 Complete package constitutes all items. Only complete submittals will be accepted. Civil-Submittal Requirements.T}Te I: Electronicfiles shall be PDF on USB flash-drive,email,or drop-box ❑ Complete Application ❑ Construction Plans including cut/fill quantities • 2 full size plan sets 2 2"x 34" ■ PDF file of the complete plan set ■ 2 fiill size set of landscape plans 2 2"x 34" ❑ Marysville Utility plans,if applicable(2 sets) ❑ Drainage Analysis including calculations and downstream analysis (2 sets) and(PDF file);refer to Stormwater Drainage Requirements ❑ Geotechnical Report(2 sets)and(PDF file) ❑ SEPA is required if 500 or more cubic yards of cut/fill is proposed(not required if included with a Land Use Permit);if there is not a Land Use Permit associated with the project,Public Notice Materials will be required ❑ Grading cut/fill quantity: n/a ❑ Design Vehicle-demonstrate turning radius include 45'Fire truck,dual axle, 256-inch wheelbase ❑ Drafts of easement(s) dedication(s),and/or CAPE(s)for review ❑ Flood Hazard Permit Application and required documentation if project is within 100-year flood plain;refer to Flood Hazard guidance documents ❑ Construction Calculation Worksheet ❑ NPDES Permit(if required);See Storm Water Drainage Report,New or Redevelopment Flowcharts ❑ Assurance Device will be required prior to Permit Issuance (Bond or Assignment of Funds) ❑ Permit Fee due at time of permit submittal Grading f Paving /Drainage Submittal Requirements,Type II:Electronic files shall be PDF on USB flash-drive,email,or drop-box ❑ Complete Application ❑ Construction Plans including import/export quantities • 2 full size plan sets 2 2"x 34" ■ PDF file of the complete plan set ❑ Drainage Analysis including calculations and downstream analysis (2 sets) and(PDF file);refer to Stormwater Drainage Requirements ❑ Geotechnical Report(2 sets)and(PDF file) ❑ SEPA is required if 500 or more cubic yards of cut/fill is proposed(not required if included with a Land Use Permit) ❑ SEPA Public Notice Material Requirements: • Snohomish County Assessor's Quarter Section Map: ❑ Show Subject Property ❑ Show 500 ft.Boundary • Current Owner List(of properties within 500ft.radius) including the following: ❑ Tax Parcel ID Number(s) ❑ Owner(s) Full Name(s) ❑ Owner(s)Mailing Address(es) ❑ Current Resident&Property Address(if property owner doesn't reside at the property) • Mailing Material:Provide❑ white,#10 envelopes with the following affixed to the envelopes: ❑ Postage ❑ Mailing Labels ❑ Return Address labels:18204 591h Ave NE,Arlington WA 98223 ❑ Grading cut/fill quantity: n/a ❑ Construction Calculation Worksheet ❑ NPDES Permit(if required);See Storm Water Drainage Report,New or Redevelopment Flowcharts ❑ Permit fee due at time of permit submittal Right of Way Submittal Requirements,Type III: Electronic filesshall be PDF on USBflash-drive,email,or drop-box ❑ Complete Application. ❑ Construction Plans. ❑ Traffic Control Plan. ❑ Road Closure Request. ❑ Temporary Erosion&Sediment Control(TESC) Plan. ❑ Certificate of Insurance with the City of Arlington named as Additional Insured ❑ Assurance Device will be required prior to Permit Issuance (Bond or Assignni ent of Funds). ❑ Engineers Estimated Cost of Construction;$ n/a ❑ Permit fee due at time of permit issuance. Page 2 of2 s J - - - -- J rl 1 ti J go J • - Ll 1 l `4 J A� I 1 N5� W,MI C TV OF ARlING10N,SNONO�SH COUN�V,�lA NVV 114 RND SVV 114 0�SEGI 14,T3 N, , , PROPERTY INFO /t► ADDRESS: ARLIN 67TH AVENUE NE BUSINESS- -(�,—\ 31051 002 98223 p 'ONAL GAYTEWAY zoaM sT NE �,QNAL PARCEL NO. 31051400200700 11/23/20 BUILDING "/�' S I T EW O R K ZONING GI-GENERAL INDUSTRIAL p /`/" AIRPORT DISTRICT: SUBDISTRICT'C o w R N N PROJECT DATA SITE SITE AREA: 9.36 ACRES(PARCELS A-1 TO A-4) NOTE: PART OF OVERALL54 AC PARCEL -- - I LOT 1 AREA: 168,221 SF=3.86 AC T a`a`°°" 9 9d 9d 1$4, SF =042 AC d TRACT A AREA 186 644 IF-4.28 AC n �d xi.ado>,.ECTaRAm�ul .TOTAL AREA; °•°' DISTURBED AREA: 4.37 AC do's a _e, .. (INCLUDES LOT.1,TRACT A&ROADWORK) VICINITY MAP sa —, al -- _ s s------- T - s al LOTI IMPERVIOUS AREA: 150,920 SF=3.46 AC B PROJECT TEAM _ r ) PERCENT IMPERVIOUS: 90%(LOT 1 CIVIL ENGINEER -- _ - 0 BUILDING SETBACKS: FRONT: 25 TERRAFORMA DESIGN GROUP,INC. o • ' R SIDE/REAR: 5' 5027 51ST.AVE.SW,SEATTLE,WA.98136 ® ® ®_ CONTACT: PEDRO DEGUZMAN,PE ''a 66,625 SF PHONE: (206)923 0590 m _ BUILDING AREA: �k' a EMAIL: pedrDaterraform°designgroup.com OWNER /DEVELOPER WITHIN FLOOD PLAIN: NODS: NO GAYTEWAY BUSINESS PARK LLC CONTACT: DANIEL TAYLOR S w w w P w w Ro:oc o m a `I I BUILDING'C' I ' N PHONE: (206)465-2491O DPAG �� PARCEL OFFICE: 9994 SF /800 SF 13 o a 1 �1?1.OlUENE I L I OT 1 I Ru11° e i --„i WAREHOUSE: 56,631 SF 0 1 N I .`--.--�--• MAX OCCUPANCY ARC I CT I I PARCEL'A2' BUILDING'B'TO BE =114 EMPLOYEES NELSON _ REQ'D STALLS 57 CONTACT: ERROL RAMIREZ V CONSTRUCTED -- o / SIMULTANEOUSLY ( 'L ' (=1 SPACE /2 EMPLOYEES) PHONE: (206)720-7001 x t �j u - 3 `0, WITH BLDG.'C' \ i TOTAL= 70 STALLS euncrAPE ARCHITECT < o < o 1 I CONTERTACT:MAKEMI SAKADA DESIGN AUPLANC. I P4CEL' I PROVIDED PARKING: 92 STALLS O nd I PHONE: (206)795 7901 Q 3 = I I REQUIRED BICYCLE STALLS=70*10%=7 STALLS EMAIL: akemiaterr°form°deslgngroup.com LOT 3 PROVIDED BICYCLE STALLS=8 STALLS E l 91 EARTHWORK QUANTITIES - 'Z �h PROX.UNSUITABLE EXPORT=6561 BCY l l AP I . C7 SUBGRAOE CUT_ 8327 BCY w - ® SUBGRADE FILL 4987 BCY H ���"��----���� O o ❑ PARCEL.A3' ,' 'I FOR PERMIT USE ONLY GOVERNING AGENCIES W A s0 - SITE GRADING DRAINAGE_ Ia WATER SEWER PUGET SOUND ENERGY NORTHERN PACIFIC CITY OF TH AVENUNG TONE CONTACT: ERIC UAW � � • �� � r -� 4-6685 RAILROAD I ARLIN TON, AVENUE NE PHONE: (425)42 98223 PHONE: (3 ) 3-35 qw PHONE: (360)403-3551 CABLE CONTACT POWER CONTACT:CASEY BROWN ��-� _ ~' •- SNOHOMISH COUNTY PUD PHONE: (425)754-0064 I " PROJECT N0. _ CONTACT DAVID.WOOD MG#18005 PHONE: (360)435-7508 DRAWN BY: II I I I SITE ��� EMAIL: dbwobdasnopud.coin PAD CHECKED BY: Z SHEET INDEX PAD RP pivf-d C M C1.1 CIVIL COVER SHEET NOV L 4 2020 Q C1.2 CIVIL SITE PLAN (NOT INCL.) 3 n o eo ca 120 CIA GRADING PLAN � )Vp 6'I C1.5 STORM PLAN AS-BUILT DRAWING APPROVAL to = 1 inch= 60 ft. C1.6 WATER &SEWER PLAN ACKNOWLEDGMENT Z -- to a C1.7 WATER &SEWER PROFILES Z Z C1.6 UTILITY PLAN MIS ASEDN T P PN SHEEi HAS BEEN RENEM3 PND ACCEP ED AS A RECORD gAMNG HE LICENSW OE96N EN(MNEER WHOSE STAMP AND 9ONANRE APPEAR ON MI5 SHEET ASSUMES62.1 . S[T&-KTA+S--(NOT INCL.) FULL AND COMPLETE RESPONSIBNTY FOR ME ACCURACY THEREIN. .02.E E .--..�- (NOT INCL.) m _j m C2.3 STORM DETAILS BY: C2.4 STORM DETAILS Ci y En91n=o.City or A Umgtw Q C z (NOT INCL.) DATE: 11��2921 m Z! (NOT INCL.) CITY OF ARLINGTON 1L.Ji 51 �A4 4-oExAu-S-(NOT INCL.) ` (C (NOT INCL.) CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT T (NOT INCL.) THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE rQ��.1 L AILS (NOT INCL.) CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL V �O NOT INCL.) �, --sEVIER-BETAIL'S-'(, APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF (NOT INCL.) THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY SHEET TITLE (NOT INCL.) CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE Lil .(NOT INCL) OR FEDERAL PERMIT REVIEW AND APPROVAL.THEEACQUIITOWNER AND LICE NSED SITEWORK DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISRION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT COVER SHEET BOUNDARY LINE ADJUSTMENT (NOT INCL) CORP OF ENGINEERS WSROENOTICEOFINTENT D f 9 (NOT INCL.) (NOI),NDA ENDANGERED SPECIES ACT FILL PERMITS AND THE REQUIREMENTS OF THE AND BINDING SITE PLAN (NOT INCL) SHEET NO. TO BE PROVIDED SEPARATELY BY: DATE ����P--�{RA![-�-(NOT INCL.) p°va HeaWn,PE, Development Services Manager �A . F I J THESE APPROVED CONSTRUCITON PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAN RO SITE PLAN APPROVAL. s a a E 1,1 133.69 3.69 1 e is ELEV:133.97 ziasaV6 ELEV.' sr; NW 114 AND SW 114 OF SEC.14,T31 N,RSE,W.M.,CITY OF ARLINGTON,SNOHOMISH COUNTY,WA . ..� . . ...... - - - - - - - - --- - - - - = - LEGEND C _ EXISTING PROPOSED o A' Dec PROPERTY LINE ot r"sx,,��E' 67TH ANUU� ? r --- R.O.W.CENTERLINE ❑ J, CY 52+OdCOLLECTOR ARTERIAL) J, 1/ 5 - - - - - - EASEMENT A3 � 7 �53+00 � A7 • 4 55+00 aLRtf� � m At A4 �f'J9+00 A2 5T+00 5+00 �..-.. ...AB....S9.�OA..... . . ............ 1288.36' � �7CYNAL 22 20 z3 zt za za A.C.PAVING-LIGHT DUN 1 58.35 21. 32 - - -- 25 -- - - - A.C. HEAVY PAVING-H DUTY 11/23/20 WB-5 - - - -- -- - y0�--R-r-R f �0' TY. 'A' LSC to oTM I ` I EX,ASPHALT TRAIL _ A.C.PAVING-RIGHT-OF-WAY EX ASPHALT TRAIL[ EX.ASPHALT TRAIL 2 7 88 EXI ASPHALT TRAI� --- _-___ _ CONCRETE 18 27 5 30.0 N , 9 9 ---a.Ott -- - N - -o _ _ _ LS /I I s 5 5 � � RETAINING WALL N ^^N m F 3 LSC I LSC 5 5 / , ii. - _-- -- -- - - -- --G- -- - - - - -- i -•- 2 BL'Gi)S€TBA 5 13 Lsc Lsc s �s SITE PLAN NOTES . 136 540 . 54.0 1000 i6 '. I _- _ i z '30 z z 2I z ' z z z z z ,8z, z z z z •z�'z z z z amSao'� 5 y � 1 CONIC.CURB RAMP(CENTERED)PER DTI.1/C2.1 o, 46a 7 CONIC.CURB RAMP(PERPENDICULAR)PER OTL 2 /C2 47.6' LSC 2OTY. � 3 CONIC.CURB(CAST-IN-PLACE)PER DTL.3/C2.1 _ LSC �C / \ 4 HANDICAP STENCIL PER DTL.4/C.1 - - 'Tsc e e EX OUTDOOR STORAGE / /I C T 19819 67TH AVE. NE I - Q []i / LSC z/i z z 2.1 ' S CONIC CURB&GUTTER PER DTL _ 29 6 MONOLITHIC CONIC CURB&SIDEWALK PER DTL 6/C W,y ZONED 'GI T± - -_ B 29 7 13 13 7 8 1` 13 0 I � 7 CONIC.WHEELSTOP 6 FT LONG PER DTL.7 C2.1 ` 'I I i 7L0' / /✓ �l 10 2 Ott. Ott' /. '/, '/,I' 8 ASPHALT PAVEMENT SECTION PER DTL.8/C2,1 -18.0'- 11_0'_= Yt y.'�/ / / I 9 BOLLARD PER DTL.9/C2.1 ZT / / / csa5wm 10 2 BIKE RACKS PER DTL.10/C2.1 �,o LOJ y <NI/I i7S�yH a2 / / 8 , ii HANDICAP PARKING SIGN PER DTL.11/C2.1 s W w W G g _ a I' I 12 CONIC.SLAB-HVY.DUTY PER DTL.12/C2.1 REMOVE EX. _ o / / 10 LSC ROAD ESMT. I AISLE GRADE IS -I-- LS /Iz P F ZS 2.25-FT LOWER / / � �y r� 13 CONIC.WALKWAY-NO CURB PER DTL.13/C2.1 B U I L D i N G C THAN FF ELEV. LOT 2 14 CONC.EXTRUDED CURB PER DTL.14/C2.1 12*MDE CHANNEL w 19927 67TH AVENUE NE -0 i ! z 34 15 18'W x 3"H ASPHALT THICKENED EDGE LOT 1 FF=133.00 A z i / L BUILDING'B' n (UNLESS BLDG'B'BUILT SIMULTANEOUSLY) U a `-_ ig.OY,'260' I90 5.0' D / 16 TRASH ENCLOSURE PER ARCH,PLANS F''T z '/, zz i { __ 12*WDE CHANNEL n I r 2s.0 17 CAST-IN-PLACE CONC.WALL PER ARCH.PLANS r D '260' 18 METAL SCREEN PER ARCH:PLANS O tom' y _- - - - / / '/,e L Ib1 _ 395.0' z 7, Z y 19 5'x5'CONIC.ENTRY(1.5R SLOPE), CONIC.PER DTL.12/C2.1 J © 1 N METAL STAIRWAY '/, '/, '/, '/, Iz+o°9• - -- -- _ METAL STAIRWAY ^�I a ; � m 1 yy % ! ' PER ARCH PLANS PER ARCH PLANS 20 REMOVE EX.CONIC.DRIVEWAY 1O LSC 4, z z I / / i i ' 21 SAWCUT&SEAL LINE. PAVEMENT PATCH PER CITY STD.DTL.R-140 w <§ s 4p0��-_ _ �/ / I e / / ❑ 22 NEW CONIC.CURB&.GUTTER PER.CITY DTL.R-180 w o «� III = / / / •2a 6 _ - - / o .�.34 23 RESTORE PLANTER WITH 2"MULCH OVER 8"TOPSOIL / / /'N' 5 12 7 9 °°I i z z z 24 NEW CONIC.DRIVEWAY APRON PER CITY STD.PLAN R-220 g 9 --- -y / / i •. i i 25 NEW ASPHALT PAVING FOR TRAIL PER CITY STD.DTL.1/1.2 1B ',;.•.• , 26 CONIC.SIDEWALK PER CITY STD.DTL.R-170 A 12 z z 0 z 27 PEDESTRIAN LIGHT BOLLARD PER ARCH.PLANS '•, 28 TEXTURED CONCRETE AT DRIVEWAY CROSSING ' .�. . 13 Ir -- 13 -- _ zzzzz {ezz z, 'zzzzz�"�'s-Zzzi � iz.�, 9 zzzzzzzazz/ zz /'/./z /'/, izz'/, zz2/z'/, zz /z //, /zGz2zzz 29 3 � -- 29 4"WHITE STRIPING(TYP) 19 4 -_ --_ 30 STOP SIGN PER CITY SD S.&18"WIDE E STOP AR PROJECT NO. "z SIGN INSTALLATION PER CITY DTL R-120'i / Z-L-' zzzzzl'•zzz zzzzzz �z3'zzz'Z2 / / i�i,-s�z '.!` zzzz / /azzzzzi / / iziz _� N TDG18005 ----__--'-- _.--LV_,'1h00 d f0'SB'10"E f2� - -- --_ '/c,IT•,;' '/, '/, z:'/,y'/. '/z, '/z, '/, '/, '/, '/, '/, '/, '/, '/. '/. '/,G /. /, '/,% '/, '/, '/,•✓,�'/,�z�""�.'-_i4-"z /"%�`/�z7�z` �z zz zz zzz/zz_/zz'//z✓/z..27z G/i / /'z.LzSzC 2z®z � 35 TRulcexl>sE D 31 NEW CONIC.C V_ GUTTER P• ER DTL 16/C 21 DRAWN W N BY: 2B6 � CKED BY: 3 NEW CONIC.RAMP FOR TRAIL PER DTL 15/C2.1 PAD 3 / / CEs5�EM. 33 24"HIGH LANDSCAPE WALL ACESS ESMV z % 6 - ANORDE / / l40T/ PAD LOj &3j z 34ASPHALT CHANNEL TO CATCH SINS� / zz iz � THICKENED 0 2 Ile35z 'TRUCKS PROHIBITED' z z z z 88"ALUMNFFIC SIGN U SIGN, STENCIL ¢ 1476.95' / zz i / i % SIGN INSTALLATION PER CITY DTL.R-120 N0°69'1p JJ Nm i 3 I I � - - BMP T5.13:POST CONSTRUCTION SOIL QUALITY&DEPTH W U I s NORTHERN -` ALL DISTURBED AREAS TO REMAIN PERVIOUS SHALL RECEIVE POST ? (� N11930470 E F.A HERN PACIF CONSTRUCTION SOILAMENDMENrINORDERTOIMPROVERUNOFF cn Z I C RAT -------- -_ _ L R OA D ----_____ 7RETENTION AND TREATMENT OF POLLUTANTS AND SEDIMENTS FROM � DEVELOPMENT.REFER TO DTL.41C2.4. m � m - ROADWAY NOTES ------------ -=--- --- 87 STA 10+09.97,32.50'LT: STOP BAR,DSY LANE STRIPE I - Q M >, - z Al STA 48+41.36,11.5'RTt: CURB P.C.,55'R I F __-___ m Q L-- AS-BUILT DRAWING APPROVAL N � BEGIN NEW GUTTER TO NORTH BB STA 11+66.18,32.50'LT: DSY LANE,P.C. ACKNOWLEDGMENT a BEGIN EX.CURB&GUTTER DEMO. B9 STA 12+46.38,40.60'LT: DSY LANE,P.T. THIS AS-BOLT PLAN SHEET HAS BEEN RENEWED AND ACCEPTED AS A RECORD DRAWING. THE A2 .STA 49+25.58,11.6'RT,GUTTER FLOWLINE B10 STA 12+61.39,43.6TLT: DSY LANE;P.T. 550'1RACT'A' w LICENSED DESIGN ENGINEER COMPWHOSLETE STAMP AND Y FOR H APPEAR ON iH15 SHEET ASSUMES < C' FULL AND CpAPIETE RESPONSIBIUtt FOR THE ACCURACY 1HEREM. Q L N NOTE A3 STA 50+14.39,11.8'RTt,CURB P.C.,60'R B11 STA 13+04.95,50.111T: END DSY LANE a = O � � Z THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS A4 .STA 48+66.21,17.82'RT: BOTTOM OF 15'RAMP 812 STA 11+51.49,43.50'Li: END WHITE STRIPE I Bt: A�uw� SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR t y Engf-,City of Arington SHEET TITLE SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING A5 STA 48+66.21,29.82'RT:.BOTTOM OF RAMP 013 STA 49+65.85,29.24'RT: BEGIN CURB ex NI 1.S-2.5 UTILITIES BEFORE COMMENCING WORK. 14.3 18.0 11 0 11° DATE. t EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR A6 STA 49+91.08,17.08'RT: BOTTOM OF 10'RAMP 814 STA 10+19.30,66.78'LT: CURB P.C. VARIES INGRESS 2z LEFT EGRESS RIGHT EGRESS IAA. AS-BUILT DRAWING APPROVAL CIVIL SHALLFIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. A7 STA 49+91.08,29.08'RT: BOTTOM OF RAMP B15 STA 10+30.47,67.60'LT: END GUTTER q CONIC.CURB& ° " '° °° SITE PLAN CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND 67 STA 49+82.45,30.82'RT: BEGIN CURB 816 STA 10+58,60,66.50'LT: CURB P.C. GUTTER PER CITY THI SHEET HAS BEEN REVIEWED AN VED ALL DAMAGES WHICH MIGHT DE OCCASIONED BY HIS FAILURE TO STD.Dn.R-180, PER CONDITIONS ON TH SHEET. CONFIRM EXISTING UTIUtt AND GRADE INFORMATION. B2 STA 10+35.80,14.50'LT: CURB P.T. B17 STA 10+70.60,54.50'LT: CURB P.T. HOT MIX ASPHALT SECTION GONG.CURB& SLOPE GUTTER GUTTER PER CITY t inch= 30 ft. CALL AT LEAST 2 WORKING B3 STA 11+58.02,14.50'LT: CURB P.C. B18 STA 11+95.53,54.50'LT: CURB P.C. TO NORTH. PER CITY STD.Dn.R-020 STD.On.R-180. BY: SHEET NO. DAYS BEFORE YOU DIG 84 STA 12+38.23,22,62'LT: CURB P.T. 919 STA 12+08.96,58.40'LT: END GUTTER y ngmeer, I C1 .2 CALL'811' SECTION -TRACT'A' $_ B5 STA 12+63.00,27.69'LT: CURB P.C. B20 STA 13+09.09,76.44'LT: END CURB DATE: C1.2 SCALE: 1" = 10' 86 STA 13+02.37,33.73'LT: END OF CURB I Ir 77-7-- 114 OF SEC.14 T31 N R5E W.M. CITY OF ARLINGTON,9NOHOMI9N COUNTY,WA ,w_ --- - �. 1 z Iq f� y•C P E u � • - ---- - .-�" .• � _ p ---G f---G'�-_ 5 -- --- g_- f• s_ o-re-ta ---�-g-_ D 9 -- - ° - °---- G_ -- -rr 54+00 D ----p__-- COLLECTORARTE 5+ I 128VARIESO �I ,NATCHEX -I �1 .t2 52+0c w^ 2 15S °- 5+00 1. w = {� 50+00 I -�'� ae --- --- _ -___ i-__- t `rS/ONAL f' '\ �J \\w 1 134.65 I 0 e-. MATCH ���� 133.85 133.50 � E2 - _ EX_9'M!A'IER.SfRVx--- W-I- I 8.35 134.244 -W-_ _ 0 I 134.753 134 47 - w,- 11320! -gyp SAWCUT EX.A.C.PANNG 2.0'WIDE CONIC. PEDESTRIAN TRAIL TM 13a4 28% ,34.08 x •, - -_EX.1W ___ t 133.03 N _-- _ _ _ - FULL-DEPTH M SEAL V-GUTTER PER 11 23 2 2, to'0 {�..... "'t3a. - X.8°GV __ CONIC.PAVING(8 DEPTH) T 15'0 , 03'u`4.1 t5a.37 C __ 2 AT SURFACE SCGRING ,31.48 1 s s -. s PER CITY STDS. DTL.2/C7.4 AT 4'O.C. Z£l - 06% 0. %13.40 `I ,3 ow 118.02134.00 13a - 131.20- 131 13120 13050 PATCH EX.A.C. 135.18 i 3 C 31.20'- - -- - - __ ------- 5 129.7 R-020 - 131 t,..�' 30� 173j'x STD. TD PAVING DTL.R CITY 0. 7%1 .40 131.20 1 '15,165 131.5-• L 5 DRIVEWAY .. 15� 132.00 131 13.20. -- -- - - ' - ., �, 13130 ---- , , 304, " � , SECTION �Mrn 134.17 1�5% 133.50 _ �_ 1JL- - -- --- - 131.58 e \ C1.4 ALE: 1" = 10 - 13375 w 132 13.70 131.70 131. .72 132.80 131.90 13225 li I 13220 13 90 i I 32.05 132.13 - W213 ®I ❑ I -1 { 1 1 132. 13205 132 13270 3 77 13}11 , 132.50 1 .SO 130A0 2 13220 v1, 1 'Q 13 35 132.35 13280 �, r 134.84 132� I ,32.11 ,z 13280 13280 3• sss � PORTLAND CEMENT CONCRETE CLASS 3000 i I 133.5013325 0/ 132.So 13 35 M323 132aB 132.88 0 \ PER WSDOT SPEC.NO.6-02.3(2)8 • 133.82 »•� 1 235 0 ._ \132.93 1329 I � W�DUMMY JOINTS 10'O/C.. 133. I t 13268 13288 1 132.93 133.00 133.00 132.93 13293 t�'�13280 I 129.25 134.20 133.302�- 132.25 132.95 - 13292 13243 ;f rn 133.70 3 7 133.00 ' 132.43 2 13235 ;;- _- t29 5 \ PAVING PER .J� i I , 13298 RAMP( 132. RAMP(TYP) PLAN t _ i li I 134.86 2% I 133.00 ----- 8 BE MAX ASPHALT CHEDGE AT ANNEL k -__ __ R=,gyp° W. w ON LONG 50 .8 I�ESNF(.DUNLESS 81DGAT8' ---- y If c,a 133.8 284 I _ --__ BUILT SIMULTANEOUSLY) t 130.75 12990 4 PLACES < N �. iQ 176 1II8 7 •t, _' ° m 33 z�riG CURB D&ASBUILT tjl 13a9e tyy pd/ -III=III III- -III=III- =1 p q F- ' BY BIDG'B' 2' 1 U 134.88 - 132, 132.16 I L�T 12°CHANNEL �� S w w G w 134.09 134.15 133.87 I � 1 CI 130.75 l 6°CRUSHED ROCK K 25 ILDING ail I 1 02 b 1165 g I= 13115 P2.433 9927 67TH AVENUE NE D BUILDING'S' JN '� t3a19 Q L T 1 FF=133.00 A I 2 CONIC.V-GUTTER w .m A: I I, r " C1.4 SCALE: N.T.S.4.1 V °° N m A: I ,n 134.24 13230 u D _ 30 m o -135.09 o 129. a r a ( 2% I 134.33 12 CHANNEL D 128.85 I I --- O n-1 $ I - 1 133. 12585 129,00 133.00 N 130.75 II 129 O s 3 135.17 1�'0 13a40 1'•^3•�------ 1 .0 N 129.00 '. I ,34.83 l I i 132.52 129.00128.85 129.00 1 .00 128.96 1 1 a � 133 129.65y 0 g Ip 1 _ < . 12 I 134.48 133.92 132.45 I 13300 129.17 133.00 128.98 134.25 � I 13280 128. 129 1&98 1 � w 13290 12■ 9.25 129.25 129.25 I U! o II o135.38 134.61 1 134,0511 ,3231 129.25 129.25 w c' 129.90 C/J 24°HIGH MAX ^ 1J0 LANDSCAPE 130.75 -CURB B:ASBUILT o BLOCK WALL � BY BLDG'B' 13558 135.2413200 'Sti �- 133.10 13290 t3S•00 133.00 131.50 3.% 4 E I '•I 33.75 32• 133.00 13290 2.90-� � 130.50 13250 129.85 I c - �' I p 02.70 §I 4. 130.50 130.50 1J0, 131.30 133.00 131.00 ,3360 135.08 1 1�'� 13300 132.20 13220 TWa133.0 Z _ I 1 2.85 5x "��_j 130.60 I 132.10 131.20 I o 1S o I 135.73 I, t+r 131 r. O _-- I 1J3.50 13275 131. - /� PROJECT NO. w 131.50 ( I ` 1 4.11 % w w 13250 w 131.90 13•9 - • ,31.10 132.10 • 130.031 TDG18005 -,31.60 133.40 �_ 1 DRAWN BY' � .9 135.7! 133.10 13290 13270 w �- 13205 J 134.25 132.30 L - ❑ e PAD 05.41 -„ _ 132.30 1 w-��w 1 131.20 36X 0 60 CHECKED BY. 30 w 13230 - _w_�-mow PAD 2H:IVM 132,30 132.50 13230� --°--.�- w I '� -"`� 1320D 7 1 inch 30 ft. Y 1311� 13200 W N 131.70 � J 32. J.5% Q Y 3 '0:N41L 130.70 cu o I 130.95 11 q,;riq cn 0- -_________ -� cn FTr- /�//\\ N 0 9'10 36 / 3 NORTH ---- ERN PAC RAILRO _ - r- ----s,�S DRIVEWAY _ - II. EX.CB TO REMAIN AD 30.0-FT WIDE DRIVEWAY d RIM=130.31 : Z � \ EL=130.75t p TRANSITION TO 6"HIGH CURB R=15.0' II EX.CONIC.CURB& [Q � m I (BOTH ENDS OF DRIVEWAY) _BEMnVF FXJBE� - -- 1 GUTTER TO REMAIN •- �� _ EX CONC.CURB& - -R'R6.D`-------- ,81% EL=130.40 Q co _ GUTTER TO REMAIN EL=130.64 7 I I »I n Lu m z I � � I FLUSH CURB EL=130.53 % AS-BUILT DRAWING APPROVAL LL.I a c EL=130.84 I ACKNOWLEDGMENT ♦♦1� �I mmo�l _ I --- to LEGEND g EXPA -N _ J -W--- 1NI5 AS-BUK.T PLAN StIEET HAS BEEN RENEWED AND ACCEPTED AS A RECORD DRAVANC. THE EX.CENTENNIAL TRAIL UCENsm DE9� NL AND MWUTE STRE�OPNSIeIDur%r�FDAa n�+E ACCURACY ni'SEREN+. T AswMEs w__I-- o--w--- W w 10'0 3.2% I ry (EX.PAVING TO REMAIN) O EXISTING PROPOSED sEWER�MANHOLE W---- I N 10.®5.0% =130. ---- PROPERTY LINE 131.3 --- C I BY. SHEET TITLE STORM R.O.W.CENTERLINE ❑ • I '' ' � __D'C a tin9M�City or AAn9ton - -- Q STORM MANHOLE -` FDC T - �- -- OAT' 11y9/",I GRADING NOTE _ EASEMENT ® 1 Y BUILT WI P PLAN - - _ __E-- ELECTRICAL LINE =130.9 �� i 6 (MATCH E .) A$ I DRAWING APPROVAL THE LOCATON OF ALL EXISTING UNDERGROUND UTIUTIES IS -1�_ GRADING CONTOUR -__s-- __ __ _____ _ VED -OWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR �LEpHpNE LINE - MATC _ 1 ' i 2'TRUNCATED DOME p THIS pER THE SHEET. SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING -100-- --•-- WATER MAIN _--T-- --T T AL VA S PL ET HAS BEEN REVIEWED A PRO UnUTED BEFORE COMMENCING WORK. -_8��W-- DNS ON TH W GAS LINE u '^ ^ S EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR - --•--, SEWER MAIN ---c-- G = SHEET NO. � SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF - 6"q-- NEW REMOVABLE BOLLARD PER ANY DISCREPANCIES BEFORE COMMENCING WORK. S --- POWER VAULT 8Y' A Li N o STORM DRAIN ru © CITY STD.DTL.3-509-W CJ I y ngneer, y CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND --12 pp_-. ,� UTILITY POLE (3 ON EACH END OF DRWY.) ■ $ ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO Y FIRE HYDRANT O DATE: CONRRM EXISTING UTILITY AND GRADE INFORMATION. STREET LIGHT 3 SECTION -CENTER DRIVEWA CALL AT LEAST 2 WORKING ® WATER METER q 1 -X DAYS BEFORE YOU DIG p-❑ PARKING LIGHT C,.4 SCALE: 10' � N GATE VALVE -- CALL'81I' NW 114 AND SW 114 OF SEC,141 NI PE,H.,C TV OF RINGION,MGM COUNTY,N �01)�147,4V LOWS NORjN STORM STRUCTURE/CLEANOUT SCHEDULE STORM PIPE IA TYPLE��ooX o�4 P•Of WD�F� II ICI �' IE p�pE DIA TYPE LENGTH FT SLOPE 0 C CP29-02;�GA�A I CB CO TYPE RIM N a31B75.196 N a31ee1 6B6 '{_ ° __ -_ TY.2-54'CB,SL i373�131.32 4�e(15"N) 121.04 A 15 PVC,SDR35 6 E/E 2.50% 0 4u�� _ PE cut 11s.00X " E t321479.151 E t3zta5a.696 I - ___ „___- -_-- - }?95(12"E) 122.42 B 15"PVC,SDR35 ITT 2 E/E ELEV:133,69" ELEV:133.97 _ Linz - i3985(24"S) 12082 - ---- -- G --- OMITTED ,�pseeaesl�9�� - G ( D �\ ---- ---- -- _i• � .L:L1 c I --G--__c TY.2-54"CB,SL H3+6S 131.44 4.22:45(6"NE) 122.64 12"CPE 59 +� 4.08% F'�/ONA 2 c P '�(12 W) 122.36 54 I 4+9;85(12"S) 120,60 E 12"CPE 86 6% 0,27% - - -o---- _c__-- G--- COLLECTOR ART :5+0 12es.3s o.36% 11/23/2D a _ W c- c° _ c---- G---- - - I I 52+0 ��1 .---- TY.2-54"CB,SL i31136 131.82 421. (CE) 121.32 F 12"CPE 103 G--< _ 51+00 "' 'L I ---- 3 119..85(12"N) 120.24(12"W,N) 036% 50+00 I >E --- -��- 15"W 123.47 G 12°CPE 78 '� _ _ _-- i33iS( ) H 12"CPE 66 �0.42R 0 S w - 4 H3B:59 1 00 fit" +29:62(15$ " o, EX. X_2x SYPTE�SERVx-- - -� _-__- PER 2/C2 4 13. ") 121 04 p CPE 48 1�-1 02X N N - --w--- - 1235812"N ------- w- w- - 0.73 ( ) w---- ... •.. .2-54 CB,SL +38:49 13 +24.* ) , EX._12tyW ---w----w- -w---- N 4, � - - - '-"�.I i k 5 tt � ( OIL CONTROL TEE 15"E 123.885(12°S) J 8"PVC C900 88 "0 55X (15"E) N 8"PVC C900 g3 ��0 73T ^M M O O a N --- I I a PER DTL.6/C2.3 E..,; 6 Ty.1 CB,GR 131.15 +26:1&(2"S,N) 126.24 L B"CPE 67 % 2.46% 118.02 q B 6 N yi 12"S,N) 126.47 M OMITTED TY.1 CB,GR i3i.ee 130.97 �( ) W -- -- - --- -- -' ' - t __ --- --------- "• 7 Ty.1 CB,GR 4&49.131.02 125.89(12"S,N 126.84 N 12"CPE +.49% 0.50% N15 1 9 +.4W 049% 1` - - -- - - - - -- -- - ` I (12°S,N) 127.12 0 12"CPE 76 � ._ r -- ' -- I - 4 � TY.1 CB,GR i3}38-131.19 10 12r.59(12"N) 127.40. 0 12"CPE 57 9:4B9fr 0.44X TY,1 CB.GR H3+?79.13L53 427-64(10"E) 127.45 P 12"CPE 65 I '1 O I2P.3&(8"E,S) 127.94 61 9369E 0.26% 132 © � 2 X7 r 1 11 Ty.1 Co.CB GR +3236 132.33 127.94 R 12"CPE 40 i +M*(8'E,W) 128.45 S 12"CPE 61 9369E 0.13% R i 1P TY.1 CB,GR -13239 132.35 Ti 12"CPE 88 +369'r 0.13% 13 TY.1 CB,GR H3ic2B 132.26 939:49(B"W) 129.06 T2 12"CPE 77 036% 0.49% I OL 33 B'RD `4` �"' 1 t4 Ty.1 CB,GR 133.76 +30,99(8"N) 129..7 0369E 0.55% _ 39 -- -- 12"E,S) 123.74 TS 12"DI,CL50 113 a< N I 74 INFILTRATION GALLERY'A' --___ �' I 1$ TY.2-48"CB,GR -t39i5 129.94 +?SB9( Tq 10"DI,CLSp 40 A:65lr 0.88% 4"^ 12"E, 124,12 PERSHEET� , t6 16 Ty.1 C8,GR }P9:4S 129.21 + ( T5 8"DI,CL.50 53 +-65%-0.77X 3 < 61-MC5500 STORMTECH CHAMBERS 124,54(12'E,W) 124.44 +-38% 1.42% o 0 3 a 17 TY.1 CB,GR -i }z.^5 129.19 T6 8"DI,CL50 69 �----- / �''' Y/S O9 GS DS IN ROCK GALLERY 4 GR +29.25129.34 12"E,W) 124.69 TTOM OF CHAMBERS=119.75 I 18 TY.1 CB,I Ut 6"PVC,SDR35 38 5.00X �5 J 124.99(12"E,W) 124.87 6.5' STORAGE DEPTH 1 ig Ty.1 CB,GR 149:25 129.22 U2 a, iQ I I 4 i a°j DESIGN LT.RATE=13.71NN 12 6"PVC,SDR35 03 1.37% DOWNSPOUT(TYP) X2 I �P CURB 8 ASBUILT 20 GR i3&59 130.38 +253}•(12"S,W� 5.03(12"S) 1 �' 4"PVC,C900 0 iR MIN. tt.2-48' CB, 125.03(12" U3 8"PVC,SDR35 43 1.377. I- f COLLECTOR ROOF DRAIN BY BLDC'B' 12"S,N) 125.31 U4 6°PVC,SDR35 78 1 00% Lai- 0 21 TY.2-48"C8,GR -131�4 131.03 i25:53 Q I I I DOWNSPOUT( T^T - L TY 2-48"CB,SL +32a6 131.84 +456'F(12"W,N) 125.69 U5 8"PVC,C900 147 1.00R BUILDING l/ 22 V 4"PVCWT T 1%MIN. 17 Y3 Ty.1 CB,GR }4885 128.81 +263B(10'S) 126.35 U6 6' PVC,SDR35 21 20.95X l a TO COLLECTOR ROOF DRAIN "O a'RD 41 1 +26,22(12"E) 126.31 V 6"PVC,SDR35 79 4.89% Q h9927 67TH AVENUE NE w D BUILDING'B' o ,2 L T 1 FF=133.00 m I 8$ 126.68 Wl 8"PVC,SDR35 16 46 819E 26.88% n - 24 Ty.1 CB,GR -}?6:85 128.82 + }(") }96.64(10"N) 126.68 0.80% O I 124.322(6"S) 127.11 W2 B"PVC,SDR35 129. S a _ I} 14� I r 25 TY.1 CB,GR }28:95 128.82 127.09 W3 8"PVC,SDR35 119 0.80% C) N m ° I u 36 ➢ (8°E,N) 1.00R w m w C� M W 128.07 W4 6"PVG$DR35 100 •y = o s P' Fn I r 26 TY.1 CB,GR {36+9 130.75 + (6" 1.009. D T4 I +24:+6(6"N) 123.78 W5 6"PVC,SDR35 85 N DO SPOUT 4'0 1 27 TY.2-54"CB,SL i3}?JB•132.02 123.60(12°S) 123.27(12S,E) W6 4"PVC,C900 53 1.00% 43 vt T5 4"RO 23 eRD 6" VC,C900 0 1%MI. Xt 6"PVC,SDR35 30 11.83% 1st , I K I 6'RD 25 4'RD za TO CTOR ROOF RAIN P8 TY.2-54 CB,SL +31�&131.75 +2i.49(6"W) 123:95 N 123.93(8"S) 123.66 X2 6"PVC,SDR35 94 1 O6X W s g' I n 19 31 18 I Y. 4`RD DOWNSPOUT 129 ALT CHAN9 +23,60(12'N) 123.65(12°N,E) ^ a i# 32 THI ED EOGF 126.00 W) Y1 6"DI CN-1 33 1.00% I••d 6"PVC,C900 0 1%MIN. D5 I CATCH B 29A CLEANOUT 131.35 CPE SHALL E ADS,N-12 E EQUAL. ? I I I W3 TO COLLECTOR ROOF DRAIN QR BUILT SIMULTAN 298 CLEANOUT 130.60 127.03(6") PIPE COVER-35'MIN.,EXCEPT DIP,Cl50&PVC,C900 (2e MIN.COVER) T6 4•RO 4 PLACES +34:62(8"W) 123.74 PIPE LENGTHS DIST.TO CTR.OF STRUCTURE,U.N.O. L, 1 u2 30 tt.2-48"CB,SL }3+fi&131.58 •�(8"N) 12374 E/E=END OF END OF PIPE JJ, I iS I 30 a•RD CURE At - G bti DOWNSPOUT(TYP) I 125.30(6"8") qw 37 �9Y BLDG'W 31 CLEANOUT 129.20 1 a'RD DO SPOU 4"PVC,C900 126.50(6") E LI �IVRD O COLLECT R DRAIN 34 CLEANOUT 129.07 I D 6" ,C9 0 1 IN. IN I +2BSk(6"N) 125.62 wfi 38 O I, 33 TY.2-48"CB,SL 13R.88 132.87 +25,4}(B"S,W) 125.62 PROJECT NO. T3 I ,� 1 BOOS -Y7 34 CLEANOUT 132.30 PRAWN BY' . I i I - 131 5 �`T 35 CLEANOUT 132.76 127.45(6",8") PAD ----- Y w ' w 'q��' u3 - - 27 ❑ 9 36 CLEANOUT 132.87 128.45(6") CHECKED BY. 129.30(6") • �� CLEANOUT 132.80 PAD Ut I ---- ""' 38 CLEANOUT 132.96 129.93(4") Y V wow 22 O 2e - - _ --J 129.50(6") w 60.0' 39 CLEANOUT 132.92 J m 1 w_ ° E 40 CLEANOUT 130.40 T1 125.00.(6") Q Y 3 21 41 CLEANOUT 130.60 127.00(6°) C6 2 42 CLEANOUT 132.60 128.50(6") 0 u) - 43 CLEANWT 132.96 127.65(6") �"� TYPE 1 CATCH BASINS PER Cltt STD.DTL SO-04 U) Z CATCH BASINS PER CITY STD DTL. D-040,SD-050cn -- ----- 'TYPE 2 CA S 3 --- �'lZ GRATES PER CITY STD.DTL.SD-070(VANED) 3S� B\ I NORTHERN P -- - __ --_ __ INFILTRATID�YB' m m I - _____ SOLID LID(Ty.1 CB)PER Cltt STD.DTL.SD-O80 PACIFIC RAIL ___PIN ROCK GALL - 14-MC•3500STORMTECHCHAMBERS SOLID LID jtt.2 CB)PER CITY STD.DTL SD-110. }. _ c i ROAD HJ ROCK GALLERY _ CLEANOUTS PER CITY STD.DTL.SS-080 G[ w BOTTOM OF CHAMBERS=123.50 ----_--______-- m z 5.5'LIVESTORAGE DEPTH -132 ---� AS-BUILT DRAWING APPROVAL w a _ DESIGN INFILT.RATE=13.71WHR __ ACKNOWLEDGMENT (13 RE ' LEGEND THIS AS-BULLY PUN SHEET HAS BEEN RENEWED AND AcCSIGNATURE URE APO AS A RECORD SHEET ASDRAWING- THE ( I A NI EXISTING PROPOSED U�NO° R�LL�ArpDcGMPETE SE aEsPDPN u TME ARAa+mIsNEEr ASSUMES 0 o N ..- I EXISTING PROPOSED SEWER MANHOLE �..- _ PROPERTY LINE _ R.O.W.CENTERLINE p ■ STORM CB DA SHEET TITLE =� CI! E=I=.k,GRY.i AdMflton STORM NOTE _ _ _ .- EASEMENT ® Q STORM MANHOLE DA'1E' 7/ THE LOCATION OF A L EXISTING UNDERGROUND UTILITIES IS _-100-- GRADING CONTOUR ___E-- -E- ELECTRICAL LINE AS-BUILT DRAWING APPROVAL PLAN SHOWN IN AN SHALL DETERMINE THEEXACT LOCATION OMATE WAY ONLY. F ALL EXISTINTRACTOG -100- UTILITIES BEFORE COMMENCING WORK. _-w--- WATER MAIN -__T-- -T TELEPHONE LINE THIS EET HAS BEEN RENEWED A ROVED -_5���-- PER iH N TIONS ON T SHEET. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SEWER MAIN -_-c-- G GAS LINE SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF --B"¢-- __s__ SHEET NO ANY DISCREPANCIES BEFORE COMMENCING WORK. -- S rP-II © POWER VAULT e0 BY: CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND 1 T DD_- STORM DRAIN I y •nglneer, S ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO �. UTILITY POLE 15 p0 ALL DAM EXISTING UTUTY AND GRADE INFORMATION. T� FIRE HYDRANT o- ' DALE: CONSTREET LIGHT CALL AT LEAST 2 WORKING 9! WATER METER �( DAYS BEFORE YOU DIG ® mcn= 30 71. H GATE VALVE PARKING LIGHT CALL'81 I' "'" 1671 NW 1/4 AND SW 1/4 OF SEC.14,T31N,R5E,W.M.,CITY OF ARLINGTON,SNOHOMISH COUNTY,WA KM=1 32,49'.4 M1c cP2s-Dz;McnWA IE(S)=124.36'(12") W3 N a31875.196 N 431BB1.fie6 WATER NOTES E 1321478'151 E 131881.5696 IE(N)=124.26(12) " CONTRACTOR SHALL REFER TO CURRENT CITY STD.DETAILS&NOTES. _ ELEV: 133.69 ELEV: 133.97 FLOWS NORTH Q P• DeCG _ EX.12"S 0 0.96% WI STA 20+00:12"x12"x12"TAPPING TEE Q� pf wAsy7 � - PER CITY STD.DTL W-200,THRUST BLOCK 12"GATE VALVE(FLxRJ) ` s_ _ _ _ __ __ ____ ____ ____ ____ ____ __ -s+_- _ - g s_- -s_ _ a s, s x s _ - --- - ' _--- --- -_-___- THRUST BLOCK PER CITY STD.DTL.W 160,W 165(TYP) E---D- _ D -D---- - - - - -- - - msL -D --- - _o W2 28'-12"DIP,CL52 sTE1� GN m a + " COLLECTOR ART 8+00 } 0 w 50+00 I W7 5400 II 52+0 •5j+0 54• I 5 0 11/23/20 a 8.35 1�jG W2 3 .',5 2 ,v'j`), 2 - I � 1288.36 ^�O rr--------• ' • " " ------• --- W3 STA 20+28.0:12"�22.5-DEG BEND(RJ),THRUST BLOCK _ __E_X.17�.W __ _ _2w LVA1FfiSERVw w__ _ 1 "W N 01°36'55" E w- _ -w___-w_ _w-_-_w____W__-_W_ _ w_ w- W3 LL 8"GV N I - - , - _ -w-- _-_ W4 80'-12"DIP,CL52 Jz!N ' •to 118.02 T33- -.798.89- -- _ __ _ !!__ _ r -- --- --- ---' WS STA 21+08.8:12'�45-DEG&22.5-DEG BEND(RJ),TIiRU51 BLOCK ������ Ir W6 17'-12"DIP,GL.52 D �a _________ -- _ , W7 STA 21+25.9:12%6'TEE(RJxFI),THRUST BLOCK u1 ,, 6•GATE VALVE(FLxRJ) r-- --- --------------- " - FIRE HYD.(21'L)PER CITY STD,DTL.W-010,W-030 .------- ---- -- - -- - 20 WATER ESMT I WB 22Y-12'DIP,CL.52 20'WATER ESMT.-� 2 � TO CITY IW4 2 TO CITY i ; W9 STA 23+47.9:12"-12"xl2'TEE(Fuk),THRUST BLOCK I 2 132 I 3 12"GATE VALVES(FLxRJ) If W10 47'-12"DIP,CL52 8"SEWrR STUB WIi STA 23+97.7:12'x6"TEE(RJxFL),6"GATE VALVE(FLxRJ) o \ \ c BY BLDG TJ' I 011 _ FIRE HYD.(18.5'R)PER CITY SAD.DTL.W-010,W-030 uS to \ 2-BOLLARDS W y w W12 198'^12"DIRCl.52 z W13 STA 3. TEE( THRUST BLOC 2-12'GATE VALVES(FLxRJ).6"GATE VALVE(FLRJ) 3 3 _ FIRE HYD.(18.5 R)PER CITY SAD.DTL W-020,W-030 INS LL 8E EXTENDED VIA s a 5 m Q ° I I INTER _---- THESUILDING'B'SITE' RK 7`Y? 3 CO'S PER qTY DTL.SS-O80 W14 206'-12"DIP,CL.52 c c c c C9 I CONSTRUCTION TO FOR LOOPED MAIN _ =132.65 w RIM=1 00,IE=122.20 I WI5 STA 28+01.7:12"xB'TEE(RJxFL) s s s s F�1 PRIOR TO SYSTEM ACCEPT E. I- Y r I E=129.46(6° MONITORIN MH PER 8'GATE VALVE(FLxRJ,WEST) a IE=129.20(6° CITY STD.D SS-130 (� FIRE SERVICE TEE PER CITY STD.DTL.W-220 THRUST BLOCKING + RIM=i3B3B 0.43 e. a.n a Kx xv- 4 Q I + IE=122.10 6°S "SW,6"SE ( ) WI6 49'-42'DIRCL52 I 3 IE=122.00(6°N) 6°GREASE LINE FOR //� I s 0 POTENTIAL RESTAURANT I L D I N G EIJE I vn7 STA 1V GAT: VALVE TEE(RJ),1 THRUST BLOCK ( U E 2 12"GATE VALVES(FLxRJ)1 6 GATE VALVE FLd2J) y I 1. FIRE HYD(IBVR)PER CITY SID DTL W 010W-030 ,5'sEwat ESMT I LOT 2 c.i xn I9927 67TH AVENUE NE TO CITY o I W18 STA 28+659:14'-12"DIP,CL52 STUB&CAP 3 Q L T FF=133.00 C yTEMP.alowoFF PER air s 0.Dn.w-180 D .D. REMOVE BLOWDFF AND EXTEND MAIN BY 'C' I ' 1 D TERIORPLUMBINGISDESIGNIBUILDBY n I " I �:BUILDING'B' 0.4 FT1 W19 THE WATERMAIN SHALL BE EXTENDED NA THE O Kr Ag n CO CTOR ~ 9 DESIGN SHALL BE COMPLETED I F- I - BUILDING'B'SITEWORK CONSTRUCTION TO FORMA S I ITT AND V IED WITH SERVICE LOCATIONS I LOOPED MAIN PRIOR TO SYSTEM ACCEPTANCE v3i ( I r SIZING.RE T DISCREPANCIES WITH t2 1 I I STA WATER y ENGINEERPRIO TOANYCONSTRUCTKIN.. W I OF THE BUILDING'C'WATER SYSTEM INSTALLATION. rrC3 Q1,�!� } , PRESSURE=80-85 PSI N I -_-- - W20 REMOVE EX.UNDERGROUND WATER VAULT&FDC I N REMOVE VALVES&12XIO REDUCER;CAP PIPES AT MAk II ABANDON E% ONSITE FIRE MAINS Fr n THESANITARY EWERMAINSHALL E D D D D W21 NEW 12"x8"REDUCER(FLWL),THRUST BLOCK H I1 D D 129 T2g EXTENDED TO ECTTY SANRARY EWER G 8"GATE VALVE(FLxRJ) on w I I 11 I WATER AND SEWER MAIN seWERVATHE aDING'B'sI RK A N D CONSTRUCTK)NP TOR TO ACCE ANCE ry W22 32'-B'DIP,CL.52 PROFILES PROVIDED ON o G OF THE BUILDING' "SITEWORK. SHEET C1.7 `D W23 8"6"TEE(RJ%FL),THRUST BLOCK SEWER(. D BY B Ti I FIRERE HID,GATE 0'L PER Cltt icALVE STD.DTI.W-020,W-030 W24 REMOVE EX.WATER METER AND CAP SERVICE TAP '- J 1 I I - W25 12"4"TAPPING TEE PER CITY STD.DTL W-2DO,THRUST BLOCK D D o 6"GATE VALVE(FLxRJ) FIRE HYD.(34.7'R)PER CITY STD.DTL W-010,W-030 W26 REMOVE 2.EX.WATER METERS AND CAP SERVICE TAPS PROJECT NO. __. I W27 NEW 1"WATER METER PER CITY W-050(FOR IRRIG) TDG y�16005 L � o 1 31 NEW 1.5"DCVA PER CITY SM.DTI.TL W-09-090 DRAWN BY 3 0 73 W28 2"WATER SERVICE PER CITY STD.DTL W-050 PAD A 0 . TAP,PIPE,METER SETTER&BOX BY CONTRACTOR. SEE'DOMESTIC METER NOTES'BELOW. 1.5"POLY,SIDR7 TO BLDG, CHECKED BY: W11 �' W29 OMITTED PAD .,.,. W30 REMOVE EX,FIRE HYDRANT At VALVE. CAP AT MAIN. V N 20'WATER ESMT � 1 ... D 3 20. REWIRED DUE TO ROADWAY CURB SHIFT. J rn TO CITY W 8 W31 REMOVE EX WATER METER&CAP AT MAIN J a W32 49'-8'DIP,CL32 FIRE LINE(RESTRAINED JOINTS) a o 3 .� W33 INTERIOR FIRE SPRINKLER DCDA PER CITY SM.DTL.W-120,W-225 u) _ a DESIGN/BUILD BY CONTRACTOR,REWIRES SEPARATE FIRE PERMIT N = W CONTRACTOR SHALL VERIFY SPRINKLER SYSTEM W V N m FIRE&FDC SIZING.PRIOR TO ANY CONSTRUCTIONI Z 42) a S NO _ I W34 FIRE DEPT.CONNECTION PER CITY SIDS. N Z R TH C 97-W DIP,CL52 FDC LINE,RESTRAINED JOINTS CA _ , 1` ------ ------ - B N7 193.04' 45-DEG BEND(MJ),THRUST BLOCK m E m RN PACIFIC 3 --� R -'---__-_ W35 2 OTY- 2"WATER SERVICE PER CITY STD.DTL W-050 J - ' `AILRO A D TAP,PIPE,METER SETTER E BOX BY CONTRACTOR. ca w /'� LEGEND ------------T32_ __ __ SEE'DOMESTIC METER NOTES'BELOW, m 3:: � / __ AS-BUILT DRAWING APPROVAL 4 EXISTING PROPOSED EXISTING PROPOSED 1 132 --____ ACKNOWLEDGMENT W -' a - ---- ---- PROPERTY LINE O • - SEWER MANHOLE -------- LICENSED THIS AS-BURT PLAN SHEET HAS BEEN REVIEWED AND AOCEPTED AS A RECORD DRAWING. THE cc ___ LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUME5 UE NOTE �_ TILL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. -- R.O.W.CENTERLINE 12 ■ STORM CB Q L THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS `�11��11 rn =1 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR EASEMENT ® STORM MANHOLE WATER NOTES(CONT) V O SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING BY: x,c- UTILITIES BEFORE COMMENCING WORK. -100 -100- GRADING CONTOUR ___E__ -E ELECTRICAL LINE DOMESTIC METER NOTES CIt En 1-Clty or Arlington SHEET TITLE Ro EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR 8' B"W Z 1. OWNER TO NOTIFY Citt OF DESIRED WATER METER SIZE AT THE DATE: I/9 202 -w- WATER MAIN OF SERVICE REQUEST('AHEM ACTUAL METER IS INSTALLED IN FUTURE WATER& SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF -- ---T-- -T- TELEPHONE UNE )• ANY DISCREPANCIES BEFORE COMMENCING WORK. 8' 8"S AS-BUILT DRAWING APPROVAL SEWER PLAN -�� SEWER MAIN 2. THE FEES FOR WATER CONNECTION,WATER METER AND SEWER -c-- -G- GAS LINE THIS HEET HAS BEEN RENEWED AN ROVED CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND � -- CONNECTIONS WILL BE DUE AT 1HE TIME OF SERVICE REOUEST. ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO 12°D CONFIRM EXISTING UTIUTY AND GRADE INFORMATON. ---D-- -o- STORM DRAIN rP1 a] POWER VAULT 3. CURRENT FEES WILL APPLY FOR CONNECTION,WATER METER PER DInON$ON TH SHEET. o AND SEWER CONNECTON AT TIME OF REQUEST FOR SERVICE CALL AT LEAST 2 WORKING Y7 Y FIRE HYDRANT o UTILITY POLE DAYS BEFORE YOU DIG 4. PROPER METER ADAPTORS TO BE SUPPLIED BY DEVELOPER. BY: SHEET NO. INTERIOR RPBA MAY BE REQUIRED(PER CITY).. ES 0 WATER METER STREET LIGHT 1 Ir,on- 30 rt. y nglneer, L CALL'811' 5. 1"PONY,SIOR7 WATER SERVICE,U.N.O.FROM METER TO BUILDING - D4 N GATE VALVE 0--0 PARKING LIGHT BY CONTRACTOR. DATE: c 1 6 GIT'(0���lING10N SNo�IgPiIISh GQU Old���IQO�SEC.j�j�j�' �OF� pF WAgN cv�y WA SS646 (V� 9S%ONAL E ' 11/23/20 m¢ 0 EXTEND MAIN WITH BUILDING'B' o CONSTRUCTION 3 i>m 9� < N 3 N a 40 140 PROPOSED GRADE :. :.:: a <o 0 0 o� 35 1 ...PROPOSED GRADE 30 .... 12 DI FH 12"DI Fl 25 o 20 20+00 21+00 22+00 23+00 24+00 28+00 TEMP BLOWOFF . .28+00 26+00 27+00 ~ < 9 i PROFILE-WATER MAIN-STA 20+00 TO 28+70 1 SCALE. 1" - 30 HORIZ,1' =10'VERT. G V o PROJECT NO, TDG#18005 DRAWN BY: PAD CHECKED BY: PAD � J Qcu a CL Y 3 C/) o U) o Lu V N a Z c m � m a ca _ m AS-BUILT DRAWING APPROVAL NOTE ACKNOWLEDGMENT Lu a THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS THIS AS-BUILT PLAN SHEET HAS BEEN RENEWED AND ACCEPTED AS A RECORD DRAYANG. THE ~ `c^u Ps SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR UCENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR WI THIS SHEET ASSUMES V SHALL IN THE EXACT LOCATION OF ALL EXISTING FULL AND COMPLETE RESPONSIBIUTY FOR THE ACCURACY THEREIN. UTILITIES BEFORE COMMENCING WORK. 0 �a EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR /I /) _ �•J M— SHALL FIEIA VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF BY: / �(. ANY DISCREPANCIES BEFORE COMMENCING WORK. Clt En Ine/ar,City or Arlington SHEET TITLE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND DAIS: ��1'9/2a2I ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO WATER& e CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING AS—BUILT DRAWING APPROVAL SEWER THIS HEET HAS BEEN REMEWE APPROVED PROFILES DAYS BEFORE YOU DIG PER TH ITIONS ON TILE SHEET. �I CALL'811' a BY: SHEET NO. S City ngineer,CITY OF ARLINGTON � � . DATE: NW 114 AND SW 1/4 OF SEC.14,T31N,R5E,W.M.,CITY OF ARLINGTON,SNOHOMISH COUNTY,WA - MI C NEE I318479.15 7C P29-.02;M�GA W A 1321 N 431881.686 2 . P ,o..• Pse, 454.6 , gyp�oPc wADSHeCEV, .6 E 131 6 ELEV: 33.97 �G1 s----�----s----'- -- >- -- NE I e04Th S.. .0. c c c c c c c c c ossss Oo em ' COLLECTOR ART P U7 STA 54+50 V C� ONJAL Ems\ ' I 52+00 A 7 •5�+0 54+0 I 5 0 - C7 8 0 \\�w� 50+00 51+00 >�sa f 8.35' U8 ,L3h U7 STA 50+50 1'�3 U8 y�- U7 I UB �� 1288.36 ti� ��°j � ' 11/23/20 ------ '�---- --- STA52 E -------- w. a ------ -- ---- TER - --- - , LIL SITE w-- - --- ---w----w- -w----w----w----w- -I w--- a I - D % 8"GV N 2'0 '4 - _ _ _ _____ _-_-- — —798.89—. _ to 118.02 TSS- ZC L -- -- ------ ,.. o ° ° - eCITYo1 I I U1 D \ L usr-- --- -------------- -- B CITY T e OTY-------- -- - -- w N VICINITY MAP SCALE: N.T.S. 1 I 32 -- - - ---- ------- /� N.•.. PROJECTTEAM �VN I X CIVIL ENGINEER I D ° D s / wRoM- TERRAFORMA DESIGN GROUP,INC. D _ 5027 51ST AVE.SW,SEATTLE,WA 98136 - 7 '"'" ' """ "" CONTACT: PEDRO DEGUZMAN,IPR a y PHONE: (206)923-0590 o EMAIL: pedroOterroformadesigngroup.com Q Q ! w g I wl L - URAL GAS SER S 3 I PARKING LOT& LIVERY AREA OWNER/DEVELOPER 9 a g z I ao_a SLY.Tm GAYTEWAY BUSINESS PARK LLC c o 3 a ° Q i ECT T LIGHTING SHALL B ROVIDED CONTACT: DANIEL TAYLOR a SHO N THIS PLAN ARE SCHEMATIC. CON CTOR SHALL REFER TO THE PLAN BY WALL-MOUNT FIXT ES PHONE: (206)465-2491 s w w W F s PRE RED BY THE SERVICE PROVIDERS FOR (DESIGN BY OTHERS) l a o m o Q us BID ING AND CONSTRUCTION PURPOSES. TELEPHONE&CA CES NOT SHOWN, REFER TO SE ICE PRO VI PLANS. B 'L D N G C LOT Z UTILITY NOTES 9927 67TH AVENUE NE N o DESIGN OF POWER,TELEPHONE,CAN AND NATURAL GAS SHALL �_ a L T FF=133.00 D BE DESIGN/BUILD BY CONTRACTOR. UTILITY SERVICES SHOWN 3 I -0 I BUILDING'B' a wp D C) ON THIS PLAN IS FOR INFORMATIONAL USE ONLY. THE � CONTRACTOR AND HIS MECH/ELEC TEAM SHALL COORDINATE Ay v a h WITH THE LOCAL UTILITIES FOR SERVICES TO THE BUILDING. I r D 1 eL THE.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING O O Q N ELECTRICAL AND NATURAL GAS APPLICATIONS TO THE UTILITY N N I AGENCY. I DEVELOPER CONTRACTOR a 1 SHALL COORDINATE NATURAL I CONTRACTOR SHALL PROVIDE NECESSARY DEMOLITION, - GAS SERVICE WITH CASCADE a D D D ° TRENCHING,BACKFILL AND RESTORATION UNLESS NOTED 1 29 o OTHERWISE. n w (oN< t I I NATURAL GAS. I N Ut NEW UTILITY POLES,REMOVE EXISTING W W s I D (BY SNOPUD) Q 0 U2 NEW POWER TRANSFORMER&PRIMARY SERVICE 1• 730 D COORDINATE W/SNOPUD E � _ U3 NEW POWER SECONDARY I I ° D - DESIGN/BUILD BY CONTRACTOR _ i US I . ...... .,.,...,.,.� ...,...,...,.,,, U4 OMITTED I US U OMITTED PROJECT NO. I 1 w Tat ACCESS RIVE LIGHT POLES TOG#16005 U6 S D .a o /3p ...._ .,.,_, o DESIGN/BUILD BY CONTRACTOR DRAWN BY: w w�— o ♦ a PAD w�� ° --- - -- U7 NEW STREET LIGHT(TY.1,DAVIT) CHECKED BY. PER WSDOT STD.PLAN J-28.10-01 w PAD w (FIXED BASE POLE FOUNDATION PER WSDOT STD.PLAN J-28.30-03 U M \736 °�D U ❑ � _ TY.i JUNCTION BOX PER WSDOT STD.PLAN J-40.10-04 Y � N _ w ° E U8 Q J STREET LIGHT CONDUIT-2"140 Y U9 TELEPHONE&CAN CONDUITS DESIGN/BUILD BY CONTRACTOR 6 -------- - _ _______-- W _� y_- U10 PEDESTRIAN BOLLARD LIGHTING w �"� Gn R ----------_ I DESIGN PER ELEC.PLANS Z Ur C EF -- -- - ------ _ --- N 9,D cn m o Q z ___ 3. LEGEND ' �32� -- -- -_---- _-__-- AS-BUILT DRAWING APPROVAL ( I - ACKNOWLEDGMENT Lij �+ a I EXISTING PROPOSED EXISTING PROPOSED PROPERTY LINE O THIS AS-DUET PLAN SNEER HAS BEEN RENEWED AND ACRE AS A RECORD DRAWING. THE • SEWER MANHOLE LICENSED DESIGN ENGINEER WHOSE STAMP AND SCNA LIRE APPEAR ON THIS SHEET ASSUMES e NOTE --- R.O.W.CENTERLINE ❑ ■ STORM CB GOVERNING AGENCIES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. O THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS EASEMENT STORM MANHOLE 'e SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR ® O BY: Ong C SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING - SITE GRADING DRAINAGE OP CI En inwen C/ty of ArIM9ton SHEET TITLE UTILITIES BEFORE COMMENCING WORK. 100 —100— GRADING CONTOUR -__e__ —E— ELECTRICAL LINE WATER,SEWER CPUGETONTA SOUND ENERGY DAIS 1(97-. y -__,�_- —w— WATER MAIN CITY OF ARLINGTON CONTACT: ERIC tIAW UTILITY PLAN 'g ExIsnN6 GRADE INFORMATION Is APPRoxiMATE. THE CONTRACTOR B° _T-_ —T.— TELEPHONE LINE 18204.59TH AVENUE NE PHONE: (425)424-6685 AS-BUILT DRAWING APPROVAL SHALL FIEU)VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF -- ANY DISCREPANCIES BEFORE COMMENCING WORK. ARLINGTON,WA 98223 SEWER MAIN _c-- —G— GAS LINE M CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND PHONE: (360)403-3551 CABLE THIS SHEET HAS BEEN RENEWED PPROVED ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO 12"0-_ u COMCAST PER DITIONS ON SHEET. - D —— STORM DRAIN s sD ea P CONTACT: CASEY BROWN CONFIRM EXISTING UTIUTY AND GRADE INFORMATION. LP © POWER VAULT Y FIRE HYDRANT SNOHOMISH COUNTY PUD PHONE: (425)754-0064 SHEET N0. s CALL AT LEAST 2 WORKING -0 t UTILITY POLE "40 — —� BY: DAYS BEFORE YOU DIG ® 0 WATER METER 1 CONTACT:60)D WOOD y nglneer, A LIN J C1 .8 § CALL'811' STREET LIGHT PHONE: (360)435-7508 7 mch= 3o rL EMAIL: dbwood®snopud.com .DATE: pd N GATE VALVE p--� PARKING LIGHT a NW IA AND SW IA OF SEC.14,T31 N,R5E,W.M.,CITY OF ARLINGTON,SNOHOMISH COUNTY,WA OP. DEG oe-�DF MASH�� D ceps NTH oa CONTROL TEE � EX.GRADE 131.0 `o PER DTL 6/C2.3 m SURFACE GRADE VARIES Tz„ RIM=439i6 130.73 9BB+e 132.1 CBpt-TY.2-54" RIM-431.39-131.32 g IE=12i12S.70AQ(12"S,N)23.85(12"N),123.83(12"S) F. '�'DrsTlaL° IE(12"E)=141.9E 122.42 IE=i;'3:§&(15"E) 123.85(15"E) /ONAL E IE(15'N)-12940 121.04 72"D EDGE OF ROCK GALLERY o IE(24"S)=H9.9E120.82 11/23/20 ISOLATOR ROW PER MANUFACTURER SIDS. ^ 24"CPE INTO 15°D STORMTECH MC CHAMBERS END CAP r-------------- IE=-}i&85126.82 -EL-124.50 NNo°'�ma EL=123,50 CBp4-SAYFILTER MH w PER DTL.2/C2.4 N N N RIM=136.50-131,00 w IE-123.45-(15'W)123.47 -I EL=119.75 IE=446.64(15"S) 121.04 119.00 1 J TT iv - -III - - - - - - - m-m-m-m - - - m_ DESIGN INFILTRATION RIM=131.80 131.44 RATE=13.7 IN/HR IE=,�(6'NE).122.64 P. IE= ___ ----------------------------------T7 -----J IE=441.95-(12"W)122.36 INFILTRATION GALLERY'A' - SECTION MC-3500 END CAP sb IE=44&8E(12"S)120,60 SL 51 CITY-MC3500 STORMTECH CHAMBERS (TYP) C2.3 SCALE: N.T.S. 131.82 BOTTOM ELEV OF CHAMBERS=119.75 PRIOR TO FULL EXCAVATION OF INFILTRATION GALLERY.THE 121.32 120.24(12"N,W) �' CONTRACTOR SHALL PROVIDE TWO(2)TEST PITS FOR GEOTECH RJ� ENGINEER VERIFICATION OF THE DESIGN INFILTRATION RATE. 2 INFILTRATION GALLERY'A' - PLAN VIEW C GEOTECHNICAL ENGINEER SHALL PERFORM TWO(2)INFILTRATION INSPECTION&MAINTENANCE <<s m TESTS AT THE BASE OF THE ROCK GALLERY AND CONFIRM THE C2.J SCALE: 1" 10' s INSPECT ISOLATOR ROW FOR Cr i) SEDIMENT 171 S DESIGN INFILTRATION RATE OF 13.7 INIHR IS STILL MET. A. INSPECTION PORTS(IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN 75i 3 COVER PIPE CONNECTION TO A,2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED <P�1 A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON 5 5 5 END CAP WITH ADS MAINTENANCE LOG a GEOSYNTHETICS 601T A.A. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS NONWOVEN GEOTEXTILE A.B. IF EIONAL)DIMEN IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. MC 3500 CHAMBER B. ALL ISOLATOR ROWS INSTALL UNDER ISOLATOR ROW B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW CB B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE �+ ,�,r 9 (NORTH ROW) " :o f TY.2�4"CB 0 MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY TWO LAYERS OF ADS gexE+sY�Bq�a8eA, ;g_,8iex 8+a ax,928a a. II) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE U GEOSYNTHETICS 31 BVJTM WOVEN r x esA+a y „x„art �a f 8g ar Year,a ay nAa; a s 8t4,a"s�+ SEE DETAIL SIC2.3 13.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. s 3 GEOTEXTILE BETWEEN FOUNDATION s a t eti S a e z FOR ISOLATOR ROW = STONE AND CHAMBERS. 8e8ze8az a"aaa a : BYPASS STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS _ 8,3-FT MIN,WIDTH STRIPS(MC-3500). c r s r a a x ,t „v? a�?'+ �„Y?�', A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 IT)OR MORE IS a N 66 PREFERRED O m b e IE(121)=91..95-122.42 B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN O y C. VACUUM STRUCTURE SUMP AS REQUIRED STEPS) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND '++ ACTIONS. ACCEPTABLE FILL MATERIALS:STORMTECH MC-3600 CHAMBER SYSTEMS o IE 18" =42040 121.G4 Z w AASHTO MATERIAL COMPAGTION/DENSITY W ' STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. F h W r$ DESCRIPTION - REQUIREMENT w V _ $ MATERIAL LOCATION CLASSIFICATIONS NOTES ~ g, • FINA MATERIAL MATER CAT LAVER'O STARTS EEPMEPERBE DESIGN ENGINEER'S PLANS. O 1. INSPECT EVERY MONTHS DURING THE FIRST YEAR OF OPERATION.SEDIMENT U W Cn $ FROM THE TOP OF THEC'LAYER TO THE BOTTOM ANY SOILBIOCK MATERlAlS,NATIVE SOILS,OR ER AAA TY.2.8A"CB INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION !^ W a D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S S PLANS. CHECK PLANS FOR PAVEMENT WA MAERIALAN PEPAVED PNARATIO REQUIEMENTS. U V B ANDHIGNWATERELEVATIONS. GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE f p gg 24"(6GO mm)HOPE ACCESS PIPE _ MAY BE PART OF THE'OIKYER AASHTO M14W BEGINCOMPACTIONS AFER2A'(BW mmNED 44 � E 2. CONDUCT NCEIIS NANDSACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT A-1 az<Aa REQUIRED USE FACTORY MAINTENANCE IS NECESSARY. MATERIALOVERWE CHAMBERS IS REACHED. p Y PRE-CORED END CAP INRW.FKL:FILL MATERIAL FOR LAYER'C GRANULARWELWRADE0-,UAGGRG%-TE M17URE1,QM6 OR COMPACT ADDITIONAL LAYERSIN IT'(900 mm) PART#:MC35001EPP248C STARTS FROM THE TOP OF THE EMBEpAENT FINES OR PROCE83E0 AGO REGAE. MAX LIFTE TOAMIN,BB%PROCTOR DENSITY FOR N G E12VS�419..86 120.60 - C STONE('B'IAYER)TOZ4"(BOOmm)ABOVETHE gggHT0 M49' WELL GRADEDMATERMLANDB6%RELATIVE H ILL5� TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASTHBENYSCAN BE USED IN LIEU 9,9BT,H,AST,B.9B,6T,B,BT,Be,T,fB,,M, DENSITY FOR PROCESSED AGGREGATE MC-3500 SECTION _ SUBBASE MAY BE PART OF THE'C'DYER. G 10 MATERIALS. NTS EMBPAAENT aTONl:FILL SURROUNDING THE CLEAN,CRUSHED.MOULARBTONE,NOMINAL 811E AASHTO MW NO COMPACTION REQUIRED. a ISOLATOR ROW SECTION B CHAMBERS FROM LAYER ANDATION 8TONE TA' DISTRIBUTION BETWEEN L421NCH Q0.�O mm) B•A LAYER)TO THE'C DYER ABOVE. FOUNDATION STONE:FILL BELOW CHAMBERS CLEAN,CRUSHED,ANGUWBBTONE,NOMINAL 812E AABHM MIS, PLATE COMPACT OR ROLL TO ACHIEVE A FLAT C2.3 SCALE: N.T.S. STEPS PROJECTING. A FROM THESUBORADEUPTOTHEf00T(BOTTOM) DISTRIBUTIONBETWEENS142INCH(2FBOmm) 9,4 SURFACE. TDG p1BOO5 GFTHECE BER. L ROUND SOLID COVER MARKED 24°DIA.ACCESS DRAWN BY: PLEASE NOTE: yy "DRAIN"WITH LOCKING BOLTS 1. THE NOTE:LIST MSHTO DEBIO%nONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN, FOR WOULD BTATE:'CLEAN,CRUSHED, g@py�y PER CITY STD.DTI.SD-110 PAD _ ANGULAR NO.4(MSMO M0.1)STONE'. {` RIM=43&4E i 3D.73 3. ST'WTORHERE NFILTRATON SURFACES MQU1IMAY BECOMPROMISED BV COMPAICTION FOR STANDARD OESEGN LOAO CONDRIONB,AF�IAOT SURFACE MAY BE AC EQUIPMENT. MKNG O EDRAGGINNG WITHOUT COMPACTION @ CHECKED BY: EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 123.83 PAD FE$, IE(12"S)=H43.•76. ADB OE08YNTHETICB BOLT NON•NA)VEN OEOTEMREALL PAVEMENT LAYER(DESIGNED g ARWNO CLEAN CRUSHED ANGULAR STONE IN A S B LAYERS BY SITE�810N ENGINEER) 4SS J CONTROL ROD FOR CLEANWT/ 123.58 _1 DRAIN,ROD SENT AS IE(12"N)=183r76- Q I 1 ¢� SCUD ROUND REOUIRED FOR VERTICAL PERIMETER STONE Ts��" �h��n5�� 1e� k�i1y A \n�3,�\i'�i C 1.h.. - __1 Lem mIN MIM Pam) i G 9 LOCKING LID ALIGNMENT W/COVER a rl3r,.- rti Irti° r.-.rl ,xrrn r ueir I 1 U� o i (SEE NOTE B) - - / jr(9W mm)MIN '� O (� z o-O 131.32 d!i RIM=13F30- CLEANOUT GATE. OUTLET PIPE LLI U N EXCAVATION WALL u^ A. SHEAR GATE,IRON BODY BRONZE MTD, _ 1n a (CAN BE SLOPED OR VERTICAL) (fiAB mm) OLYMPIC FOY,STD.OR, IE=i4✓ (15"E)123.85 z B. LIFT GATE,NO.C/C/1-LG,CASCADE TO BAYFILTER = Z C �B N CULVERT INC.,DR ^ PLAN VIEW m p co I1 p C. OTHER DEVICE APPROVED BY ENGINEER. DEPTHOFSTONETOBEDETERMINED R E BY DESIGN ENGINEER V(230 m) CO MIN , S'(150 mm)MIN ®gq < MC-8600 W �.-- (1B50 mm) 1T'(900mm)TYP SEE CO END CAP SUBOR E N SOILS (230 mm)MIN C ( NOTE B) �� NOTES' B " AS-BUILT DRAWING APPROVAL _ ww OVERFLOW TO ACKNOWLEDGMENT < 1. MP9E000RAMBE0.5SMLL CONFORM TO THE REQUIREMENTS OF ASTM F2AIB"STANOARO SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWAER COLLECTION CHAMBERT MANIFOLD OUTLET PIPE 4 11 ww � EL-i?8.46 123.95 IE=123,58(15"E)123.85 IE(12"N)-123.58 THIS ASED DES H B SHEET HAS BEEN REVIEWED AND TURF APPEAR AS A RECORD S DRAWING. ES 2. MG3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM FT/BT'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOCu PLASTIC CORRUGATED WALL 6TORMWATER COLLECTION CHAMBERS'. 1 LICENSED OESFUL ANDEER PLETWHOSE STAMP AND SIGNATURE THE APPEAR ON THIS I MEET ASSUMES "Q ff �' 121.D4 TO SAYFILTER E(12"S)=123,83 FULL AND CWPLEIE RESPONSIBILITY FOR IHE ACCURACY THEREIN. N 3. -ACCEPTABLE FILL MATERIALWTABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS, p S, IE(1S"N)= O L A. THE"SITE DESIGN ENGINEER'REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. E� 4B O IE(12"Ep 121,9E 122.42 ,E S, THESITEDESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE BEARING CAPACITY)OF THE 3UBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH TO ECCENTRIC BY. CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. ® 120.62 OVERFLOW CIY EngMe/ Clty of ArNnBtan SHEET TITLE 9, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. S ET i IE(24"8)= MANIFOLD DATE: I�17�7..+Zi 7. ONCE LAYER'C' PLACED,ANY SOILAtATERIALDAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRACE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 1 OF 1 TY.2.W CS STANDARD GALVANIZED n,2-54"CB c STORM 'C'OR V AT THE SITE DESIGN ENGINEER'S DISCRETION. STEEL OR ALUMINUM AS-BUILT DRAWING APPROVAL LADDER OR STEPS.SEE PLAN VIEW FOR ACTUAL THI SHEET HAS BEEN REVIE APPROVED DETAILS LOCATION PER ONDITIONS TITLE SHEET. SECTION VIEW SECTION VIEW 3 STORMTECH CHAMBERS BY, SHEET NO. SCALE: N,T.S. Cz.3 5 CB#1 - ISOLATOR ROW BYPASS s CB#5 - OIL CONTROL TEE 11Y nglneer, C^ N C2.3 C2.3 SCALE: N.T.S. DATE: L SCALE: N.T.S. NW 114 AND SW 114 OF SEC.14,T31 N,RE,W.M.,CITY OF ARLINGTON,SNOHOMISH COUNTY,WA P DI Desi n �uide�irlt' 1 OF A. Soil retention.If possible,retain,in an undisturbed state,the duff layer and native topsoil to the �� $ maximum extent practicable.In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. If existing soils are not sufficient then import topsoil mix. '�OsIE�•0 B. Soil quality.All areas subject to clearing and grading that have not been covered by impervious surface, AL 6 ° incorporated into a drainage facility or engineered as structural fill or slope shall,at project completion, demonstrate the following: 11/23/20 1. A topsoil layer with a minimum organic matter content of 10%dry weight in planting beds,and 5% organic matter content in turf areas,and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soli.The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria.Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid .- stratified layers,where feasible. 2. Mulch planting beds with 2 inches of organic material 36"F&C or 3. Use compost and other materials that meet these organic content requirements: I ° � a.The organic content for pre-approved"amendment rates con be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells,Swales,and Planter Boxes,with the PLANVI EW F exception that the compost may have up to 35%biosolids or manure. The compost must also d $ have an organic matter content of 40%to 657,and a carbon to nitrogen ratio below 25:1. The OUTLET OVERLAY carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. y INLET b. HERE � � Calculated amendment rates may be met through use of composted material meeting(a.)above; or c g other organic materials amended to meet the carbon to nitrogen ratio requirements,and not a exceeding the contaminant limits identified in Table 220-B,Testing Parameters,in WAC )u 173-350-220. pp The resulting soil should be conducive to the type of vegetation to be established. W `q f Mulch aas'n�a C. Implementation Options: <s m The soil quality design guidelines listed above can be met by using one of the methods listed below: Qoc c� WW pppg@ 1. Leave undisturbed native vegetation and soil,and protect from compaction during construction. - se- 36"F&C >o $�8iN , $ a 2. Amend existing site topsoil or subsoil either of default pre-approved rates,or at custom calculated r0.OJ�T -RIM EL=i205a 131.00 �= b� PIPE °ate" a" pppp rates based on tests of the soil and amendment. ®BAYFILTERLL MR RELEASE VALVE oRAiNea¢ARRA rsE bN Loose Boil wilh ua N<M N dW Is Nk visible dark 3. Stock ile existing to soil Burin radio,and replace it prior to planting.Stockpiled topsoil must also 4 edark P 9 P g.g 9 P P P 9 kP P I.C. ®� U.- be amended if needed to meet the organic matter or depth requirements,either at a POLYMER i uewArt swum ,�� - 4 SEAL default'pre-approved rate or at a custom calculated rate. m INLET wrrumunn pAar�arseew STEPS �� num Rwvr INLET BA 4. Import topsoil mix of sufficient organic content and depth to meet the requirements.. a s. FLOW vvmTRaersmMRsuEµE'.' r MEDIA GONTROL T vroRuw Msun aTSRcrnTR eR[,»Tx OVERFLOW �a. E Q 3 $ SPIRAL OR p° p � Bp tiTM� 8 OUTLET bus T FEET F11 p o STANDPIPE �1 € More than one method may beused on different portions of the same site.Soil that already meets v DRUNACE INLET " °.'"` ' fi0FwRaµ i the depth and organic matter quality standards,and is not compacted,does not need to be amended. N MATERIPi PLATE sTaRussRauNomesysr°M.TEE FM1T°R s 123.47 O FILTER p pa,AiiA4Rw5°nurorn xeoRVR_ OUTLET t D. Maintenance. Q J LEG IE.181S1tb'Wj I �b a N f 1. Establish soil quality and depth toward the end of construction and once established,protect from �1 +. BB C7 12104 i �'� compaction,such as from large machinery use, from erosion. 121.0n5'sl subsoil - E a --OF --- 2. Plant vegetation and mulch the amended soil area after installation. z 3. Leave plant debris or its equivalent on Reprinted fro.Guiderma..and Resources tarlmWamenengStEdQualityend .the soil surface to replenish organic matter. � � w ,�g Depth 8MP T6.13 in WDOE Starmwater Management Manual for Western NOT TO SCALE S Washington,2010,Washington Organic RecycJkv Council 4. Reduce and angst,where possible,the use of Irrigation,fertilizers,herbicides and pesticides,rather Q than continuing to implement formerly established.practices. CB#4 - BAYFILTER TRMT. MH C 2.4 SCALE: N.T.S. '•, 4 BMP T5.13: POST-CONSTRUCTION SOIL QUALITY & DEPTH C2.4 SCALE: N.T.S. PROJECT NO. TOG#18005 DRAWN BY: PAD CHECKED BY: PAD U � J EX.GRADE 131.0 - ¢ O SURFACE GRADE VARIES s `131.3-132.1 i � � P. 12'CPE INTO 0- END CAP LN (� N 60• IE=l23.69123.27 z EDGE OF ROCK GALLERY Z .N STORMTECH MC-3500 CHAMBERS 8°O _---_- -_--_ m m -EL=128.25 6"D J o- �- ZD cu w EL=127.25 \ AS-BUILT DRAWING APPROVAL CB/28-TY.2-54' \ i ACKNOWLEDGMENT LU >+ EL=.123.50 RIM 431.80 131.75 CB$27 TY.2 48",SL (O EL=122.75. IE(6°W)=124.4&123.95 \ I RIM i 1.9B'132.02 THIS ASE BUILT PUN SHEER HAS BEEN RENEWED ANDIGN ACCEPTED AS A RECORD SHEET ASS 711E -I -__J IE i34"18(6 N)123.78 Uf4t5ED OESCIL ENGINEER PROSE STAMP AND SIGNATURE THE APPEAR ON THIS . ASSUMES < r IE(8°S)=H3393 123.66 L_-__-_-.�---- - ----------- - RILL AND COMPLETE RFSPONSBNItt fqt THE ACCURACY 1HFASN. ^°l �68-IE(12°N,E)=123.65 MC-3500 END CAP IE ,-R6G-R 123.27(12°S;E) ( O DESIGN INFILTRATION (nT) �l 11 RATE=13.7 IN/HR en �.�`_ i'C.N�ur- 14 QTY-MC-3500 STORMTECH CHAMBERS g ear aNr l of Adhgton SHEET TITLE 2 INFILTRATION GALLERY'BI - SECTION BOTTOM ELEV OF CHAMBERS=123.50 oAEnILT DRAWING AS-BUILT DRAWING APPROVAL STORM C2.4 SCALE: N.T.S. PRIOR TO FULL EXCAVATION OF INFILTRATION GALLERY,THE 3 INFILTRATION GALLERY 'B' - PLAN VIEW N SHEET HAS BEEN REVIEWED AN ROVED DETAILS CONTRACTOR SHALL PROVIDE TWO(2)TEST PITS FOR A GEOTECH PER NOTIONS ON THE SHEET. ENGINEER VERIFICATION OF THE DESIGN INFILTRATION RATE. C2,4 SCALE: 1" = 10' GEOTECHNICAL ENGINEER SHALL PERFORM TWO(2)INFILTRATION BY: SHEET N0. TESTS AT THE BASE OF THE ROCK GALLERY AND CONFIRM THE Ity g near, A U ^^ DESIGN INFILTRATION RATE OF 13.7 INIHR IS STILL MET. DATE: C2.4 City of Arlington Community & Economic Development October 29, 2020 Gayteway Business Park LLC PO Box 1727 Bellevue,WA 98009 RE: Project Closeout Project Name: Gayteway Business Park-Bldg C Project Address: 19927 67th Ave NE,Arlington,WA 98223 Project No.: PWD-1687 Mr. Gayte, Building C on Lot 1 is nearing completion and prior to Certificate of Occupancy issuance and performance bond #750067068 release, review and approval of all items related to the project closeout are required including any outstanding punch list items. Plans shall adhere to the Public Works Design and Construction Standard 1-11. Submit two (2) full paper sets along with the electronic format(pdf). 1. Submit with as-built plans; Bills of Sale for public water, sanitary sewer and stormwater drainage, in easements, streets and public right of ways. Most often the public sanitary sewer will stop at the property line. 2. Legal description and exhibit map by a Professional Engineer or Surveyor licensed in the state of Washington for the following: a. Onsite 20 foot easement for the public water and/or system infrastructure. 3. Maintenance Bond as outlined below. 4. AutoCAD files are required with as-built plan final approval. A 2-year maintenance bond is required; this is your official letter of request to take to the surety of your choosing. The city of Arlington does not have a standard form for a maintenance bond; the surety's standard form is acceptable but must include language that the bond shall not be released without written discharge from the City of Arlington. The 2-year maintenance bond consists of the following and shall be indicated on the security: All items to be dedicated to the City ofArlington, or were repaired do to construction;including but not limited to infrastructure relating to the water,sanitary sewer and stormwater drainage systems,private and public landscaping and right-of-way improvements. Maintenance Bond Estimated Cost of Construction$474,972.25 x 20% _ $94,994.45 Should you have any questions or require additional information,please contact me at 360.403.3436 or riones@arlingtonwa.gov. Sincerely, Raelynn Jones, Permit Technician I Community&Economic Development CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 RIGHT OF WAY PERMIT Address: 19927 67TH AVE NE Permit#:1687 Project Name:Gayteway Business Park-C Parcel#:31051400200700 LOC/Project#: 19927 67th Avenue NE Expires:04/08/2021 OWNER APPLICANT CONTRACTOR _ Gayteway Business Park,LLC Daniel Taylor PR for Gayteway McKee Enterprises,LLC P.O.Box 1727 1639 Harbor Avenue SW P.O.Box 5 Bellevue,WA 98009 Seattle,WA 98126 Enumclaw,WA 98022 206-465-2491 253-318-4570 LIC#: EXP:04/05/2022 MCKEEEL841 JE JOB DESCRIPTION Right of Way at 67th CONDITIONS Place the sidewalk closed ahead signs at the crosswalk south of the work zone on 67th and at the intersection of 204th&67th to the north. Traffic Control must comply with the current version of MUTCD.Work Hours are 7 am to 7 pm Monday-Saturday(no work on Sundays or City Recognized Holidays).Inspections are not available on Saturday or Sunday.Non-motorized traffic control must be provided if any part of the work impacts existing non-motorized facilities.Non-motorized traffic control measures shall provide a level of accessibility that are,at minimum,equal to the existing conditions of the site. Two days before starting work,the applicant must have all utilities located.One Call,is a public utility locating service(#811 or 1- 800-424-5555).Privately installed facilities must also be located using a private utility locating service. Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. The applicant is required to notify the Communications Department Manager;360-403-3441 or slopez@arlingtonwa.gov and Community and Economic Development 360-403-3551 or ced@arlingtonwa.gov three days prior to any traffic deviation. INSPECTIONS The applicant is required to notify the City for inspections.Failure to give notice will result in violation of AMC Chapter 12.40.240 and may result in additional inspection fees.To request an inspection call 360-403-34I7 by 3:30 for next day inspection.Applicant must comply with all applicable City of Arlington,state and federal laws,ordinances,code and regulation in performing the work authorized by this permit. PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the City of Arlington Public Works Department. All work is subject to field inspection. KEVIN OLANDER 02/22/2022 Development Services Manager or Designee Date of Issuance The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance, regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. The above named contractor/property owner is hereby authorized to perform the above work within City Right-Of-Way in accordance with the terms of this permit and as shown on the attached drawing and subject to all applicable State,county and/or municipal laws and/or codes. All work shall be in accordance with the"standard Specifications for Road,Bridge and Municipal Construction,"exept where modified by City of Arlington Public Works Standards or conditions herein. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington 43 10 1. Applicant Signature Print Name Date PERMIT FEES Date Name Description Fee Amount 02/22/2022 Civil Permit $81,104.03 Total Due: $81,104.03 Total Payment: $81,104.03 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon r�j n D ho rn n D - can o no No fn O > S �n � 3 Cc (D z � OD`� -I to ram- aH 0 Lnn � O c$i CL 2 = K = w 2 D m O > y0 ,3 � T �7 -3 c0 M m � n - O s rn n n y �.� D f1l Q- � M Cm M4 rn �' ad z D < 90r- p r " �. � n- C > ayc aCOo � n Z X n -1 +� Znh W Z3-z C) m O m � Gym noon � - - z Q ;1 0 D 0 �to .0 Z �° c wo � � � �n ((DD C C (D r `G (Je Z Z CD 23 __�. ��y O Z m � o m � L C@ CD 70zt C ��, �°r 3 7- 0 � C cn �zt � (� lb —1 � H n v (D O ,-, � -CD 0 CD CD (A � � o� C� � O c = 111 (D � o CD cn �c cp D Q. 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Fire Hydrant Assembly $ 30,000.00 ea. Blow Off Assembly $ - ea. Pressure Reducing Valve $ - ea. inch Casing $ - 3 ea. 2 inch Services(s) $ 4,800.00 1 ea. 1 inch Services(s) $ 1,200.00 ea. inch Services(s) $ - 81 Other* 1 12 1 inch Gate Valve $ 8,000.00 Total $ 120,120.00 *Not Required:Items outside the City's right of way or utility easements, in the Plat of development of GAYTEWAY- BUILDING C and more particularly in easements, streets,and public right-of-ways as described and as shown on an as-built drawing of said installation,attached hereto and made a part of this document. The grantor represents and warrants to the City of Arlington that all of the expenses in connection with construction and installation of said pipe line and appurtenances have been full paid and the same is free from liens and debts;the grantor agrees to indemnify and hold the City harmless from any lawful claims of any party for labor or materials arising out of construction and installation of said line and appurtenances. The grantor warrants to the City that said line and appurtenances were constructed and installed in accordance with City standards and specifications. The grantor warrants the labor and materials used in said construction and installation for a period of two years from the date of maintenance bond acceptance by the City; further,the grantor agrees to indemnify and hold the City harmless from any and all claims for damages arising from defective materials or workmanship for a period of two years from the date of maintenance bond acceptance by the City. DO NOT SIGN UNTIL APPROVED ACCEPTED BY CITY OF ARLINGTON Signature: Signature: Print Name: Print Name: RAELYNN JONES Title: Title: PERMIT TECHNICIAN I This record was acknowledged before me on by as of (name) (type of authority) (name of party/company) Notary Public for the State of Washington My Commission Expires: a '�0 4 a C O � a wO rr X 70 W � o � O r+ a a o -I w w� CD oo n (D `< n O n O ti n N W a1 tv C �Crt '' CD Z r.r Gt C y a r.n O W O et G C O O (D O `C ^Irt W 0 rA CD M cr CD crq w Or co .+ y! r CD G. n p cD ¢ vpi .�y bCD C O G. N 00 � O (DCD O CD wr+ O •C N N `� �y.�� ,y C C c1D CD gl. 00(D CA r (A = y Z Oro O. C�rJ N C7 p O CD � O -. ,r. �. � r • ley CD " cn O r, ° r+ CD r+ y �G e-r n n n n n n n n n CD e- c �- CD (D O- (D ~� ¢, �' c0 e-t CD as ° 0, ° 01 o O (D x' t•On O, y O. p o l7 m s �] cD `G CCD C, G �' O n cn cn °� C7 C7 C7 C7 rrf ¢ 9 Q C'e'r 03 CD O O o O " n ;O O 'I . rt n A ° o O O O n o elf arti C n cD cD O y ert �. :: "O Z w -1 n O. (n (n (n Q m e3 (D $D .1 's "" r1 r--� r--, ''7G �• (n r� . . . . � � Tr (p .y O CD e+ CA O o✓ (n r+ CD O C w (n (n cD y O O O O hr n h�l a �? coo � � ° � a, � '.O � �p � � � � R ID � � O � O � � r o� z W SD CD r+ p cr z ° fD 0" CD CA SD LA co C � " o M Q' (A W {}} {y4 {f} b4 b4 {f} {,9 } bR} b4 {f} b4 b�} = w CD z a z � D� C' p�,i �• Q.`C a 2 O ¢ a . :r CA w + w y o n w r) O �. O CD _Q. o0 00 o n`D, 0000O o 0 .+ O (� (n CD O. D O 0 0 e e e O O y w cnp O vOi O r 0 0 0 0 O 0 0 Ln ct 0 CD CD CDO O O p� F, rr HD Fowler Company Submittal - H14514DL 79700 SIDE PRY OFC 1" LETTERS "DRAIN" ALSO AVAILABLE DIAMOND TOP NON—SKID PATTERN SEWER DRILLED & TAPPED TH 5/8 NC S.S. TYPE 304 A HEA BOLTS (2 PL , 15=" 4,. 11n� Tq„� 2 163. 4 — 1/2- RIBS 15" 4" 1 OTES: ity of Bellevue STD clean-out OLYMPIC FOUNDRY INC. 14"X 4" REVERSIBLE LOCKING RING &COVER ATL:Ductile Iron ASTM A536,CL80-55-06 RATING: H-20 PART NO. M1060 PPROX WT:Ring 30 Lbs,Cover 34 Lbs REV:A DATE:7/16/2003 New border REV OCUMENT APPROVED DWN:CL DATE:7/16/2003 TOLERANCE REV: DATE: A xi Y: DATE: XXX+-.00 CHKD:CL DATE:7/16/2003 XXXX+_.030 DWG#:M1060 SCALE:N/A SHEET:1 OF 1 +-2 DEG I.cc A B B HEAT CODE — _ 0 15.G0 I — -- ---� ITEM CODE r' AOrN A44 CL 369 C .63 - COVER TOP VIEW / SECTION C-C FKAME IUN VIL:4r 015.88Lo 1.25 015.25 / ti �Fr � �CC`IGPJ B-B r 1 25 co 4.00 /tea ° mob \ T' .50 015.00 �{ �� G C CD Cp 19.00 1.50 S_C:IIUN A-A. .r 0.63 7 N H=MEADED ALLEN SCREW UNUSSOTHEYWISEiYecs*a 4 X 14 LOCKING DRAIN CLEANOUT DIMENSONS ARc IN INCHES (4�Q COMPONENT WEIGHT TOLERANCES:APCra<.Wt- 65 LBS(SM FRACTh7NA_:-0.06 SlPlndustries/Serarnpore D?CMAL-0.031 Approc VPerA�00.: IN AVCLI& 1< ��, N60 Patin r)rive RING 43 LBS DRAFT ANG.ES:T21^ �S(f�)Irowton,TX 7iOl - y, --- - O MATERIA. NAMF f-ATF u COM 9S 1 BS Gray Yon Per ASTM AM DRAWN U.S.A. L Ps0►WAM AND CONFDENRAL Class 351 N,aa uyltvI6 Ph:(713}923-bill;Fax:(713)-923-olld FNDH :OMMEPRS: S12E DWG. NO. REV ilf INDLiRIRNIM4W��Y F — - 3 vuiwmrlY arxreYlnt•<•wuvK REV DMIwr10N DnTE MUST PASS4-20 A 7202DL xrrFtm 74E WRIFIENIEIIMISSF)VOt _ _ _ LO P;o„ o""""" " " ReASION DO NOT SCALE DRAWING LOAD RATING SCALE:1:E S4ET I OF 1 5 4 3 2 1 2 Advanced Drainage Systems,Inc. 4640 Trueman Boulevard Hillard,OH 43026 7 (800)733-7473 ADS N-12 CORRUGATED HDPE PIPE SPECIFICATION/PRODUCT DESCRIPTION SCOPE ADS N-12TM pipe is smooth inside and available in 4"-60"diameters,in nominal 20-ft. lengths. Pipe can beaa or perforated/slotted. Configuration is N-12TM(corrugated outside/smooth inside)in 4"-60"diameters. APPLICATION General gravity drainage,storm,sub-drainage,and/or sewer. SPECIFICATIONS Pipe and fittings meet the requirements of AASHTO M-252(Y-10"),M-294(12"and larger),Type S(corrugated outside-smooth inside,4"-60"),and MP7(60"Type S). JOINT OPTIONS&PERFORMANCE 1. Non-gasketed joints are internal or external couplers covering a minimum of two corrugations at each end. 2. Gasketed non-water tight joints(Soil tight per AASHTO section 26): Gaskets may be architectural weather-stripping material per ASTM D-1056,or rubber per ASTM F-477. 3. Gasketed,integral bell/spigot with a rubber gasket meeting ASTM F-477 installed on th igot end. 4. Gasketed,lab test certified 10.8 psi joints: bell/spigot with a rubber gasket meeting ASTM F- 77 installed on the spigot end. 5. Repair or Adapter Coupler: 5.0 psi tested HDPE wrap-around sleeve with self-contained tightfWg straps,furnished by the pipe manufacturer. / INSTALLATION oe Installation shall be per local agency requirements or manufacturer's publisheArecommendations with a minimum cover for H-25 loading shall be one foot through 48 and two feet for diameters greater t 60". P H F N-1 OPERTIES PIPE INSIDE OUTSIDE PITCH, CORRUGATION PIPE INSIDE OUTSIDE PITCH, CORRUGATION SIZE DIA. DIA P HEIGHTS,H SIZE DIAMETER DIAMETER P HEIGHTS,H 4" 4.10" 4.78" 0., 0.34 42" 41.40" 447.70" 5.19" 3.15" 100 mm 104 mm 120 mm 17 mm 9 mm 1050 mm 1052 mm 1212 mm 132 mm 80 mm 6" 6.00" 6.92" 0.77" 0.46" 48" 47.60" 53.60" 5.25" 3.00" 150 mm 152 mm 176 mm 20 mm 12 mm 1200 mm 1209 mm 1361 mm 133 mm 76 mm 8" 7.90" 9.11" 0.96" 0.61" 60" 59.50" 66.30" 6.00" 3.40" 200 mm 200 mm 233 mm 24 mm 15 mm 1500 mm 1511 mm 1684 mm 152 mm 86 mm 10" 9.90" 11.36" 1.26" 0.73" 250 mm 251 mm 287 mm 32 mm 19 mm 12" 12.15" 14.45" 1.92" 1.15" 300 mm 308 mm 367 mm 49 mm 29 mm 15" 14.98" 17.57" 2.59" 1.30" 375 mm 380 mm 448 mm 60 mm 33 mm 18" 18.07" 21.20" 2.66" 1.57" 450 mm 459 mm 536 mm 68 mm 40 mm 24" 24.08" 27.80" 3.15" 1.86" 600 mm 612 mm 719 mm 80 mm 47 mm 30" 30.00" 35.10" 4.12" 2.55" 750 mm 762 mm 892 mm 105 mm 65 mm 36" 36.00" 41.70" 5.14" 2.85" 900 mm 914 mm 1059 mm 131 mm 72 mm File:N-12 Pipe Spec Date:November 1999,Revised August 2002 26 Cherne's Gripper plugs can be used in a variety of applications including DWV(drain,waste and vent)testing and stack testing. End-of-Pipe design won't fall in,whereas the Inside-of-Pipe design allows you to locate the plug inside - the pipe as far as you need.Time tested,the Gripper' remains one of the most popular mechanical plugs on the market. Original Gripper' Plug Features: 3� • Ideal for sewer testing and long-term applications ""34 v •Made with glass-reinforced ABS plastic • End-of-pipe design seals only at the end of a pipe _? • Inside-of-pipe design seals inside pipe as far as needed Equipped with: a • Easy to install extra large zinc wing nut—won't rust • Natural rubber o-ring 9y� •Galvanized carriage bolt to prevent corrosion J I ✓i j41E5\� . End-of-Pipe Gripper°plug Inside-of-Pipe Gripper®plug End-of-Pipe Gripper 270210 t 1/2" 1.48"-1.65" 17 psi 40 ft. 1.75" 0.13 Ibs (40 mm) (39-42 mm) (1,2 bar) (12 M) (44.5 mm) (0.05 kg) 270229 2 1.9"-2.17" 17 psi 40 ft. 1.87" 0.19 Ibs (50 mm) (49-55 mm) (1,2 bar) (12 M) (47.5 mm) (0.09 kg) 270237 3" 2.8"-3.1" 17 psi 40 ft. 2.5" 0.375 Ibs (75 mm) (71-79 mm) (1,2 bar) (12 M) (63.5 mm) (0.16 kg) 270245 4" 3.8"-4.06" 17 psi 40 ft. 2.5" 0.5 Ibs (100 mm) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) —� 270261 6" 5.77"-6.08" 17 psi 40 ft. 3.75" 2.5 Ibs (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) —�270270 8 7.7"-8.03" 17 psi 40 ft. 3.75" 3 Ibs (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) Inside-of-Pipe Gripper 270296 4" 3.8%4.06" 17 psi 40 ft. 2.5" .5 Ibs (100 mm) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) 270253 6" 5.7T-6.08" 17 psi 40 ft. 3.75" 2.5 Ibs (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) 270288 8" 7.7"-8.03" 17 psi 40 ft. 3.75" 3 Ibs (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) Mechanical s blockluswhenconductin plugs 9 Plugs Always air tests. Y 00 0 0 5 E D I T 0 TYTON JOINT" Pi 411-6411 DUCTILE IRON SF FDA' -"'ATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS 0 US P=PE W 0 TYTON JOINT Pipe `� SF Ell cfl 2005 EDITION P 3 00 TYTON JOINT Pipe ANSIIAWWA Standards TYTON JOINT is U.S.Pipe's trademark for pipe with a push-on type connection.Simplicity, sturdiness and water-tightness of the system are built into the system by design.Convincing ANSI/AWWA C151/A21.5,Ductile-Iron Pipe, proof of its worldwide acceptance is shown by the fact that more than 95%of the pipe now sold Centrifugally Cast for Water. by U.S.Pipe is TYTON JOINT Pipe. uctile Iron TYTON JOINT Pipe is centrifugally TYTON JOINT Pipe is available in sizes 4"through 64".Sizes 4"through 42"are available in in metal molds in accordance with nominal 18-foot laying lengths.16",20"and 24"sizes along with sizes 48"through 64"are A C151/A21.5. available in nominal 20-foot laying lengths. TYTON JOINT Pipe in sizes 4"through 36"are UL Listed and sizes 4"through 16"are FM Approved. I ANSI/AWWA C151/A21.51,Standard for Ductile-Iron Pipe,Centrifugally Cast, When TYTON JOINT Pipe are used for bridge crossings or other above-ground installations,e* for Water. length of pipe must be supported in a manner to restrict both vertical and horizontal movement. The asphaltic outside coating is in accordance TYTON°Gasket is the only accessory required when installing TYTON JOINT Pipe.It is a circul94 with ANSI/AWWA C151/A21.51. rubber gasket which has a modified bulb shape in cross section.Gaskets are furnished in As specified in ANSI/AWWA C151/A21.51, accordance with ANSI/AWWA C111/A21.1.Composition and dimensions We gasket have been pipe weights have been calculated using carefully engineered to ensure a water-tight and lasting seal.The standard TYTON Gasket is standard barrel weights and weights of manufactured of SBR-styrene butadiene rubber.Gaskets of special elastomers may be ordered bells being produced. for special applications.The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe.When joint restraint is required for push-on ANSI/AWWA C104/A21.4,Cement-Mortar joint pipe,two options are available from U.S.Pipe.For joint restraint of 4"through 24", Lining For Ductile-Iron Pipe and Fittings FIELD LOK 3500 Gaskets may be used and for joint restraint for 30"and 36",FIELD LOKI Gaskets For Water. may be used.FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4"through 24".In addition, The cement-mortar lining and inside coating for 4"through 64"sizes,TR FLEX®Pipe and Fittings may be used.TR FLEX Pipe and Fittings are are in accordance with ANSI/AWWA C104/A21.4. rated for working pressures for 350 psi in 4"through 24"sizes,250 psi in sizes 30"through 48", Special linings and/or coatings can be and 200 psi in sizes 54"through 64".For higher pressure applications contact your U.S.Pipe furnished for specific conditions. representative.Complete details on both FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings can be found on our website,www.uspipe.com. ANSI/AWWA C111/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe NOTE:U.S.Pipe qualifies for Federal Procurement under Public Law No.94-580,Section 6002, and Fittings. known as the Resource Recovery Act of 1976,since,due to modern technology,recycled iron TYTON°Gaskets are furnished in accordance and steel scrap is used to a large degree in our Ductile Iron Pipe production. with ANSI/AWWA C111/A21.11. The plain end of the pipe is furnished beveled or with a quarter ellipse on the edge to allow assem- bly.More than 40 years of successful experience have proved its sealing capabilities.Hydrostatic ANSI/AWWA C 105/A21.5,Polyethylene tests have shown that the system will withstand pressures far in excess of rated pressures. Encasement for Ductile Iron Pipe Systems. If specifiers and users believe that corrosive soils will be encountered where our products are to be installed,please refer to ANSI/AWWA C105/A21.5,for proper external protection procedures. TYTOr, TYTONIOINT®, TR FLEX®and FIELD LOK 3501 are Registered Trademarks of U.S.Pipe and Foundry Company. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 11.05 W 0 TYTON JOINT Pipe `� SF Ell cfl 2005 EDITION P 9 00 Bell Dimensions � C V-24" B A 11 e) NOTE:Actual bell configuration BAIlk C 30"-64"� may vary from illustration shown. A B C SIZE PIPE OUTER DIAM BELL OUTER DIAMETER SOCKET DEPTH Inches Inches Inches Inches 4 4.80 6.52 3.15 6 6.90, 8.66 3.38 8 10.82 3.69 10 11.10 12.91 3.75 12 13.20 15.05 3.75 14 15.30 17.67 5.00 16 17.40 19.79 5.00 18 19.50 21.91 5.00 20 21.60 24.03 5.50 24 25.80 28.21 5.95 30 32.00 35.40 6.55 36 38.30 41.84 7.00 42 44.50 49.36 7.90 48 50.80 55.94 8.60 54 57.56 63.38 9.40 60 61.61 67.38 10.10 64 65.67 71.56 10.65 *Subject to manufacturing tolerances.Dimensions in inches. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 11.05 W 0 TYTON JOINT Pipe `� SF cfl 2005 EDITION P 13 00 Ell Thickness Class - Thicknesses, Dimensions and Weight 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE AVG.WEIGHT WEIGHT PER AVG.WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds *4114 4 51 0.26 4.80 215 11.9 4 52 0.29 4.80 235 1 4 53 0.32 4.80 260 14. - 4 54 0.35 4.80 280 4 55 0.38 4.80 300 16. - 4 56 0.41 4.80 32 .8 6 50 0.25 6.90 305 16.9 - - 6 51 0.28 6.90 K 3 18.6 - 6 52 0.31 6.90 370 P 20.6 - 6 53 0.34 6.90 qw 22.2 6 54 0.37 435 24.2 - 6 55 0.40 0 465 25.8 - 6 56 0.43 6. 495 27.5 - -�8 50 0.27 5 430 23.9 - 8 51 X10 05 475 26.48 52 .335 ■ 520 28.9 - 8 53 ■ 9.1 560 31.1 - - 8 54 0. 9.05 605 33.6 8 55 0.42 9.05 650 36.1 - 8 56 0.45 9.05 690 38.3 - 10 50 0.29 11.10 570 31.7 - 10 51 0.32 11.10 625 34.7 - 10 52 0.35 11.10 680 37.8 - - 10 53 0.38 11.10 730 40.6 10 54 0.41 11.10 785 43.6 - 10 55 0.44 11.10 840 46.7 10 56 0.47 11.10 890 49.4 NOTE: Thicknesses and dimensions of 4"through 64"Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D.of spigot end.4-12 in., 0.06 in.;14-24 in.,+0.05 in.,-0.08 in.;30-48 in.,+0.08 in., -0.06 in.;54-64 in., +0.04 in., -0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell;average weight,per foot,based on calculated weight of pipe before rounding. Table continued on next page. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 11.05 W 0 TYTON JOINT Pipe `� SF cfl 2005 EDITION P 14 00 Ell Thickness Class - Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE AVG.WEIGHT WEIGHT PER AVG.WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds -;71 12 50 0.31 13.20 725 40.3 12 51 0.34 13.20 ■ 790 4 12 52 0.37 13.20 855 4 . - 12 53 0.40 13.20 920 12 54 0.43 ■ 13.20 985 54. - 12 55 0.46 13.20 1045 12 56 0.49 13.20 11 61.7 - 14 50 0.33 15.30 9TEk 50.6 - 14 51 0.36 15.30 985 j 54.7 14 52 0.39 15.30 58.9 - 14 53 0.42 15 1135 63.1 - 14 54 0.45 .30 1210 67.2 14 55 0.48 0 1285 71.4 - - 14 56 0.51 1360 75.6 - - 16 50 0.34 40 1065 59.2 1177 58.9 16 51 .40 1150 63.9 1273 63.7 16 52 0.40 .40 1240 68.9 1369 68.5 16 53 17.40 1325 73.6 1465 73.3 16 54 0. 17.40 1410 78.3 1560 78.0 16 55 0.4 17.40 1495 83.1 1655 82.8 16 56 0.52 17.40 1580 87.8 1750 87.5 18 50 0.35 19.50 1225 68.1 - - 18 51 0.38 19.50 1325 73.6 - - 18 52 0.41 19.50 1420 78.9 18 53 0.44 19.50 ■ 1520 84.4 18 54 0.47 19.50 1615 89.7 - - 18 55 0.50 19.50 1710 95.0 - - 18 56 0.53 19.50 1805 100.3 NOTE: Thicknesses and dimensions of 4"through 64"Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D.of spigot end:4-12 in., 0.06 in.;14-24 in.,+0.05 in.,-0.08 in.;30-48 in., +0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0.10 in. t Including bell;calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell;average weight,per foot,based on calculated weight of pipe before rounding. Table continued on next page. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 11.05 W 0 TYTON JOINT Pipe `� SF cfl 2005 EDITION P 15 00 Ell Thickness Class - Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE AVG.WEIGHT WEIGHT PER AVG.WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 20 50 0.36 21.60 1395 77.5 1542 77.1 20 51 0.39 21.60 1505 83.6 1662 83.1 20 52 0.42 21.60 1610 89 1782 89.1 20 53 0.45 21.60 1720 1902 95.1 20 54 0.48 21.60 1825 & aoi-i 2021 101.1 20 55 0.51 21.60 1935 2140 107.0 20 56 0.54 21.60 20 113.3 2259 113.0 24 50 0.38 25.80 98.1 1955 108.1 24 51 0.41 25.80 1895 105.3 2095 115.9 24 52 0.44 25.80 112.5 2240 123.9 24 53 0.47 2 2155 119.7 2385 132.0 24 54 0.50 .80 2285 126.9 2530 140.0 24 55 0.53 2 . 2415 134.2 2670 148.0 24 56 0.56 #A 80 2540 141.1 2915 161.4 30 50 .00 2275 126.4 - - 30 5111.43 jFqVA,%2.00 2490 138.3 30 52 2.00 2705 150.3 - - 30 53 0. 32.00 2920 162.2 30 54 0.5 32.00 3135 174.2 - - 30 55 0.59 32.00 3350 186.1 30 56 0.63 32.00 3560 197.8 - - 36 50 0.43 38.30 W3330 005 166.9 36 51 0.48 38.30 185.0 - - 36 52 0.53 38.30 3655 203.1 36 53 0.58 38.30 3975 220.8 - 36 54 0.63 38.30 4295 238.6 36 55 0.68 38.30 4615 256.4 36 56 0.73 38.30 4935 274.2 NOTE: Thicknesses and dimensions of 4"through 64"Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D.of spigot end:4-12 in., 0.06 in.;14-24 in.,+0.05 in.,-0.08 in.;30-48 in.,+0.08 in., -0.06 in.;54-64 in.,+0.04 in., -0.10 in. f Including bell;calculated weight of pipe rounded off to nearest 5 Ibs. f t Including bell;average weight,per foot,based on calculated weight of pipe before rounding. Table continued on next page. U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 11.05 W 0 TYTON JOINT Pipe `� SF cfl 2005 EDITION P 17 00 Ell Maximum Deflection — Full Length Pipe SIZE MAXIMUM JOINT DEFLECTION PRODUCED BY SUCCESSION OF JOINTS Inches DEFLECTION Inches Feet Degrees 18 FT.LENGTH 20 FT.LENGTH 18 FT.LENGTH 20 FT.LENGTH 4 50 19 206 —� 6 50 19 — 206 - -� 8 50 19 206 10 50 19 — 206 - -� 12 50 ' 19 — — 14 50 19 — 206 — 16 50 ' 19 IL 206 229 18 50 19 — 206 — 20 50 ' 19 2 206 229 24 50 19 21 206 229 30 50 ' 19 — 206 — 36 50 19 — 206 — 42 4° 1 — 258 — 9 48 40 17 — 287 54 40 — 17 — 287 60 40 17 — 287 64 40 17 — 287 U.S.PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 11.05 HD Fowler Company Submittal - PFDL2G 83961 US&CANADA -Toll Free INC. phore (886)734-8846 (350)398-7700 SPECIFIED FITTINGS, N fax(888)734-825E (3601398-705' MEXICO-Toll Free phore(KD,129-1705 fax(800)574-1075 Short Form SDecification Iron Pipe Size(IPS) 1/8"-24" SDR 64/41/32.5/26/21/17/13.5 Schedule 40, 80 PVC or CPVC Solvent weld, gasketed, flanged, threaded Fittings for IPS Pressure Pipe All fittings for 1/4"through 24" IPS pipe shall be one-piece injection molded or fabricated from a PVC or CPVC compound that meets the requirements of ASTM D1784. Fittings shall be Class 63/100/125/160/200 and conform to the requirements of SDR 64/41/32.5/26/21.Solvent weld bells shall be compatible with I PS PVC pipe as stated in ASTM D-2241 or F442. Gasket bells shall conform to ASTM D3139 with gaskets conforming to ASTM F477.All fittings shall be made from NSF-approved material. Gaskets on fabricated fittings shall be locked-in style. Some configurations require the use of external fiberglass reinforcement. Fittings for Schedule 40 Pipe All fittings for 1/4"through 24" Schedule 40 pipe shall be one-piece injection molded or fabricated from a PVC or CPVC compound meeting requirements of ASTM D1784. Solvent weld, threaded or gasket- end fittings are option of user. Solvent weld bells shall be compatible with IPS PVC or CPVC pipe as stated in ASTM D-1785 or F441.Threaded end connections shall meet the requirements of ASTM F1498. Gasket bells shall conform to ASTM D3139 with gaskets conforming to AST F477. All fittings are to be made from NSF-approved material. Gaskets shall be I chin style. Some configurations require the use of external fiberglass reinforcement. Fittings for Schedule 80 Pipe All fittings for 1/4"through 24" Schedule 80 pipe shall be one-piece injection molded or fabricated from a PVC or CPVC compound meeting requirements of ASTM D1784. Solvent weld bells be compatible with IPS PVC pipe as stated in ASTM D-1785. Solvent weld, threaded or gasket-end fittings are option of user. Threaded end connections shall meet the requirements of ASTM D2464 or F1498. Gasket bells shall conform to ASTM D3139 with gaskets conforming to ASTM F477.All fittings are to be made from NSF-approved material. Gaskets shall be locked-in style. Some configurations require the use of external fiberglass reinforcement. About Our Locked-In Gaskets Specified Fittings'locked-in gasket is quickly and easily join ed together by simply inserting the spigot end of the pipe into the bell socket of the fitting. Multi-lip design of the sealing gasket provides a positive seal that is pressure and vacuum tight. Retained ring design prevents fish mouth ing or dislocation of the gasket. Sealing gasket is exceptionally smooth and completely free of core marks. Selection of the correct material to be applied to a sealing system will depend not only on the characteristics of the fluid to be contained but also the properties of the surrounding environment. Gaskets may be made with a variety of different compounds, depending upon the application.Composition of the standard gasket is SBR, but we also offer EPDM, nitrite, Neoprene and Viton. HD Fowler Company Submittal - PFDL2G fIARCIO PVC FITTINGS FOR IPS PIPE 1 112" Thru B" Sizes Engineered for Durability HARCO Class 200 PVC Fittings High Strength HARCO Class 20C Pressure Pipe F dines will fit all IPS Pipe !,jr Size). IPS Pipe is availaole in SDR 21, Class 200; SDR 26, Class 160; Sched and Schedule 80. HARCO effors a wide selection of 3izas 1 1/2"thru 8", and a full complement of reducers, reducinc tees, and adapters. HARCC's large invento assures you of fast and compete ,Easy Installation nrri m rs SUGGESTED SPECIFICATION All fittirgs for Iron Pipe Size pipa shall be manufdcture in one piece of infection molded PVC compound meeting ASTM D1784. Fittings shall be Class 2C0 and conform to All PVC System rmquirpmpnts of DR 21. Fittings shall be dpsirJned In withstand a minimum of 63C psi quick burst pressure at 73 degrees F.. :ested In accordance wth ASTM D1599. Bell shall be gas,,eted joint conforming to ASTM C3139 with gaskets W,ifonning to ASTM =47 7. Push Joint Ductile Iron fittings shall oe allowed as alternative when PVC sizes are not available. High Flow STANDARD JOINT Capacity DIMENSIONS • q IN INCHES L NOMINAL . . DIAMETER 1 112 1900 3 158 2 418 1.938 0.107 1.720 2 1 2.375 3.273 2,523 2.413 0.133 2.149 2 112 2 875 3 3R3 2-633 2913 0 158 2.601 3 3.500 3.520 2.770 3.538 0.191 3.166 4 4.500 4.103 2.990 4.558 0246 4.C72 6 6.625 4.571 3.458 6,683 0.258 5.993 8 8.625 5.161 3.898 8.708 9.463 7.80.5 �kRCO�-) • :• • • • - • • • • HD Fowler Company Submittal - PFDL2G 72670 ■ ■ DESIGN DATA Applicable Standards: CAP(Gasket) Materials: tommum-17841,NSF 14 - L Joints: ASTM D-3139 _ Gaskets: ASTM F-477 Wall Thickness: SDR-21 A NSF 14 Certification Vacuum Qualification. 22"-Hg far 4 hours with mj Icss per y method of ASTM D-3139 Poured corcrete thrust blocks only. SIZE PART# STYLE A L WT a rox.) 154 149-015 Fab 2.8 5.3 0.5 _ • 2 149-020 M 3.3 3.7 0.5 21,4 149-025 Fab 3.8 6.4 1.0 3 149-030 Fab 4.5 6.7 1.4 4 149-040 Fab 5.9 7.6 2.7 I 5 149-0560 7.0 10.0 4.4 6 149-060 ab 8.5 9.8 6.9 i • - ii SIZE PART# STYLE L WT la roz i 1'/ 172-015 Fab 11.6 1.7 2 1(Z-UZU Fab 12.1 3.4 2IX 172-325 Fab 14.3 4.4 nnw:.r wumr - i�. �� ���"� ,cu�vxmrur 3 172-030 Fab 15.1 5.3 4 172-040 Fab 17.9 - - - --' NOTES: SIZE PART# STYLE C L WT a x. • All lair lengths&weights are approximate and are subject to 3 x 3 101-0303 Fab 6.8 10.1 5.0 change without notice 4 x 4 1 U1-0404 Fab 8.4 12.3 1 U.0 •Fabricated fitting configurations ma ADAPTERGASKET x MALE NIPT STYLE LEGEND: Co not use pint restraint. M- One piece molded r _ Fab Fabricated using SCH 40?VC fitti with Homo Spigot adapters(or pipe)solvent welded to her(See pressure rating warrirg on this page) �,, i --- Fab Style: These fittings use SCH-40 PVC fittings. SCH 40 PVC A fittings do not have a long term pressure rating. See section 6.3.2 of ASTM D2466-97.Use of these fittings in pressure systems is at �> > user's risk Size on size and reducing sizes of these adapters also availatte in HARCO The use of anything but properly designed and installed thrust Cu t le Iron. blocks N II reduce the life of plastic fittings. Thrust blocks must be SIZE PART# STYLE A L WT(approx.) poured concrete only and sized for the soil conditions.Joint 11/ 131-015 IV 2.8 4.3 0.5 restrairt products are available. 2 131-020 M 3.3 4.6 0.5 21/2 131-025 M 3.8 4.3 1.2 WARNING:Cyclical pressure surges(WATER HAMMER)can 3 131-030 M 4.5 5.0 1.5 reduce the life of PVC fittings.Where such conditions may exist, 4 131-010 Fab 6.9 8.5 2.8 HARCO DEEP BELL DUCTILE IRON FITTINGS for IPS size PVC 5 131-050 M 3.0 pipe shnlld he considered HARCn DFFP FiFI I DUCTll F IRON 16 1 131-060 1 Fab 1 8.3 1 10.9 1 13.3 FITTINGS are available in sizes 1 Y2"lhroughi 12". Ca l For Other Sizes,Configurations&Gasket Materials THE HARRINGTON CORPORATION P.O.BOX 10335 • LYNCHBURG.VIRGINIA 24506 • 3721 COHEN PLACE • LYNCHBURG,VIRGINIA 24501 PHONE:(434)845-7094 • FAX:(434)845-8562 • E-MAIL:salesaharcofittings.com • 'WEB:vmm%harcofittings.com 4114MR HD Fowler Company Submittal - PP2001-313 67400 FCAPVC PRESSURE PIPE EfL InE-Northwest, Lc- SDR-21 cNWPVC-21 JANUARY,2016 WEIGHT FEET PERCENT MIN. MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. '/z'** .840 .716 .062 9.81 8400 2.5 2.000 46105 % 1.050 .930 .060 12.11 6600 3.0 2.125 46157 SDR-21 1 1.315 1.189 .063 16.17 5400 3.7 2.375 46207 SOLVENT WELD 1'/4 1.660 1.502 .079 25.59 4000 3.2 2.750 46243 20'LENGTH 200 PSI 1% 1.900 1.720 .090 33.32 3600 3.9 3.000 46285 PVC1120 ASTM D2241 2 2.375 2.149 .113 52.32 2800 4.9 3.000 46346 2% 2.875 2.601 .137 76.53 2240 5.0 3.500 46410 3 3.500 3.166 .167 113.71 1500 5.4 4.000 46470 *PW 4* 4.500 4.072 .214 192.22 580 3.6 7.000 47275 4'/z* 4.950 4.454 .248 246.26 540 4.2 7.000 47966 5* 5.563 5.033 .265 296.52 460 4.2 7.000 47307 6* 6.625 5.993 .316 420.96 400 5.6 7.000 47320 8.625 7.805 .410 710.96 280 6.2 7.000 47335 STANDARD LENGTH 20'EXCEPT 4-8'DIAMETER WHICH ARE 20 FT.LAY LENGTH. "SDR 13.5-315 PSI WEIGHT FEET PERCENT MIN. PER PER OF PART SIZE O.D. I.D. WALL 100, PALLET TL NO. SDR-21 2 2.375 2.149 .113 53.50 2960 5.0 48471 GASKET JOINT 3 3.500 3.166 .167 116.68 1160 4.2 48511 200 PSI PVC1120 4 4.500 4.072 .214 193.02 760 4.0 48531 ASTM D2241 6 6.625 5.993 .316 420.57 400 5.0 48572 8 8.625 7.805 .410 715.32 280 6.2 48591 NSF. PW 10 10.750 9.728 .511 1113.20 160 6.2 48600 12 12.750 11.538 .606 1568.19 120 6.7 48610 ALL PRESSURE PIPE IS PRODUCED FROM PVC MATERIAL AS PER ASTM D1784. GASKET JOINT PIPE IS 20 FT.LAYING LENGTH t 1"WITH INSERTION RING MARKED ON THE BEVELED SPIGOT END OF PIPE. GASKET JOINT PIPE IS PRODUCED WITH AN INTEGRAL BELL END WITH A REINFORCED GASKET CONFORMING TO ASTM F477. HD Fowler Company Submittal - PP2001-313 67400 WEIGHT FEET PERCENT MIN. PER PER OF PART SIZE Q.D. I.D. WALL 100, PALLET TL NO. SDR-21 1/2" .840 .716 .062 9.81 5200 1.6 46800 PLAIN END 10'LENGTH % 1.050 .930 .060 12.12 4400 2.0 46810 200 PSI PVC1120 1 1.315 1.189 .063 16.17 3600 2.5 46820 ASTM D2241 11/4 1.660 1.502 .079 25.60 2000 1.6 46830 F PW 11/2 1.900 1.720 .090 33.32 2250 2.5 46840 2 2.375 2.149 .113 52.32 1750 3.1 46850 'SDR 13.5-315 PSI PRESSURE RATINGS FOR CRESLINE-PVC PIPES AT 73.4°F $RE 'b Y. 1 I% V/6 1 2 1 2 3 3 6 S 731 10 12 SDR-21 1 315 1 200 I 200 I 200 1 200 1 200 1 200 1 200 200 200 1 200 200 CONVERSION CHART FOR PRESSUI&&GS AT VARIOUS TEMPERATURES FOR CRESLINE-PVC PIPE TEMPERATURE°F 73.4° 80° 90° 1 100° 110° 120° 130° 140° CONVERSION FACTOR 1.00 .88 5 .62 .50 .40 .30 .22 PRESSURE RATING IS THE ESTIMATED MAXIMUM PRESSURE THAT WATER AS THE MEDIUM IN THE PIPE CAN EXERT CONTINUOUSLY WITH A HIGH DEGREE OF CERTAINTY THAT FAILURE OF THE PIPE WILL NOT OCCUR. Db NO�LISE PLASTIC PIPE AND FITTINGS FOR COMPRESSED AIR, GASKET JOINT INSTRUCTIONS ASSEMBLY: 1.CLEAN AND DRY THE INTERIOR OF GASKET BELL AND THE EXTERIOR OF THE PIPE SPIGOT. 2.APPLY LUBRICANT TO THE SPIGOT END OF THE PIPE. LUBRICATE UP TO THE INSERTION DEPTH RING. DO NOT LUBRICATE THE GASKET. 3.INSERT THE SPIGOT END INTO THE GASKET BELL,MAKING SURE THE TWO LENGTHS ARE ALIGNED. PUSH THE PIPES TOGETHER UNTIL THE SPIGOT DEPTH RING IS FLUSH WITH THE ENTRANCE OF THE BELL. PRECAUTIONS: 1.BE SURE TO KEEP DIRT OFF LUBRICATED SPIGOT AND OUT OF THE GASKET BELL. 2.THE PIPE SHOULD BE BURIED AT LEAST 24 INCHES BELOW GROUND AND PREFERABLY BELOW THE FROST LINE. 3.INSTALLATION,TRENCHING,THRUST BLOCKING AND BACKFILLING SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D2774. 4.BE SURE LINE IS PRESSURE TESTED BEFORE BACKFILLING. PIPE SHALL BE ADEQUATELY ANCHORED TO PREVENT MOVEMENT. THE JOINTS AND FITTINGS SHALL REMAIN EXPOSED TO FACILITATE INSPECTION FOR JOINT LEAKAGE. CRESLINE—NORTHWEST,LLC. CORPORATE HEADQUARTERS:600 CROSS POINTE BOULEVARD•EVANSVILLE,IN 47715•TELEPHONE(812)428-9300 PLANT:223 MAURIN ROAD•CHEHALIS,WA 98532•TELEPHONE(360)740-0708•FAX(360)740-0721 www.cresline.com HD Fowler Company Submittal - PP2001-313 68010 i N A P c o PLUMBING wPc."TT'"" PRODUCT SPECIFICATION ASTM D2241 PVC Pressure Pipe I Solvent Weld N.APCO's ASTM D2241 Solvent Weld P'JC Piae prodLCt line is manufactured to meet the needs of residential&commercial plumbing,and other pressure applications.With top quality raw materials and modern processing technology,our ASTM D22/1 pipe meets all industry standards in addition to our own rigorous quality control standards. N.APCO produces ASTM D2241 Solvent Weld pipe In Loth Le I enc and plain end styles. Shortr rr Pipe Standard: ASTM li Diameter Std.: Iron Pipe SIze CPS) Y ' 3'a',1',134",1'Yz',2',2iz", Nominal Sizes: 3 r I Dimension Hatios& SDR 41 -100 psi SD;21 -200 psi Pressure Ratings: SDR 32.5--25 psi SD3 17 F 25011 SDR 26-160 psi SDR I M-215 pa USE Of PVC PIPE/N EXHAUST SYSTEMS 20'-All S17P WARNING.,Fadure to tlllow h1pse insMirtians Rxarhy Col.'ld rp,911/t Length: 10'and 40'-S fn serro✓s injury.death,or propeity damage. Color White r Purple WARNING:Flue gas tcmpcma L rc should not cxcccd 1400 Fahrenheit.PVC pipe exposed to temperatures higher than 140° Pipe Compound: ASFIJI D1 '84 Cell Class 12454 I-a.hrenheitmay melt or change shape,resulting m leakage or Pipe Joint Std.: ASTM D2672 exhaust luines and property damage. Pipe Options: WARNING CARBON MONOXIDE POISONING HAZARD: lent pipe Solid wail Feu Frd M x- must be properly irstalled in accordance with all local and,?ahonal NSf 14&NSF 61 plamPlPf anri HVAC Installation standards and codes Certifications: IAPM0 Uniform Plumhing Code'* 11151alldtion Sli ASTM D2774&ASTM D2855 flAPCO assumes no responsibility for equipment;nstaded in violeton of anv code or rogulaticn. .%rfwf option 1nr nriaingis 27'Bell Evd#pa.ronsult our Customar SerVep.nr Sacs department for Plan&d pipe op hops and other/cngths. **APIVD 07i°oim Plumbing Code fisted products must be requested at 5me o/order 07yprndecxs-.9ri,7qMe 7Q1P NSr lAa k are ce&fied napcopipe.com 11.855.624.7473 C2019 NAPCO aWesJaieuurnpary Allriyldsreseived PL•PS-002-USEV-3119.2 HD Fowler Company Submittal - PP2001_313 68010 N A P c o PLUMBING MVt•/ITTINO" PRODUCT SPECIFICATION ASTM D2241 PVC Pressure Pipe I Solvent Weld T - _ dotes: 1.These dimensions are for estimating purposes only. All dimension are ii inches unless otherwise specified. 2.SDR=Standard Dimension Rat 3.AS11VI Pressure Rating @ 73°F and includes 2:1 safety factor. GD 4.Internal diameter calculated using nominal outside diameter and minimum wall thickness. -AMINO AL r I , : I . i� 1 . l 1/2" 0.840 13.5 315 110. 0.716 1.175 21 20D 46L Wo.cla-0 _ 0.930 341 105Q 17 2 062 I 0.926 2.500 1;r}:6 0.078 0.894 _ 26 0 060 1.195 21 20 n.n63 1.189 1" 1.315 17 50 0.077 1.161 2.5UU 13.5 0.097 1.121 32.5 125 0,060 1.540 160 0.054 1.532 11/49 1.66o 1 20D 0.079 _ 1.502 2.5Q0 17 250 0 098 _ 1.464 315 0.123 1.414: 125 0.060 1.780 160 0.073 1.754 11120 1.900 21 2DD .0090 1.720 2.500 17 250 0.112 1.676 13.5 315 0141 _ 1.1918 32.5 125 0.073 _ 2.229 26 160 0.091 _ 2.193 2.. z 21 200 0113 2.149 3.250 17 _ 250 0140 2.095 13.5 315 0.176 - 2.023 32.5 125 0.088 2.699 26 160 0.110 Z655 21/2" 2.875 21 2DD 0.137 Z601 3.500 17 250 0.169 2-537 I 13.5 _ 315 2 213 2.449 41 100 0 085 3.330 32.5 125 0108 3.284 26 160 0135 3.230 3" 3. 4.Z50 21 2DD 0167 3.166 17 25D 0206. 3.088 13.5 315 0.259 2.982 napcopipe.com 11.855.624.7473 C2019 NAPCO aWesJaieuumpary Allriyldsreselved PL•PS-002-USEV-3119.2 HD Fowler Company Submittal - PP2001-313 68010 ni ,e► P c o PLUMBING MVt•/ITTINO• PRODUCT SPECIFICATION ASTM D2241 PVC Pressure Pipe I Solvent Weld D2241 PIPE DIMENSIONS& r • Pipe Nom. Oulside Pressure Rating Min.Wall Internal Size r .meter(rr r r r rDepth 41 1 DD 0.110 4.280 32.5 125 0.138 4.224 26 160 0.173 4.154 4' 4.5D0 21 2DD 0.214 4.072 5.500 17 250 0.265 3.970 13.5 315 3.834 41 100 .11 3fflP, 5.291 32.5 125 5.221 Contact 5" 5,563 26 160 5.135 Technical Services 21 200 4-162 265 5.033 41 6.301 32.5 0.204 6.217 26 0.255 6.115 6" 6.625 21 2 5 0.316 5.993 7.00) 17 0 0.390 5.845 13.5 0 491 5.643 _ 41 10D 0 210 8.205 I 125 0 255 8.095 8" 8.625 26 160 0 332 7.061 7.50) 200 0 410 7.805 1 250 0 508 7.609 100 0 232 -0.226 32.5 125 0 331 10.088 10" 10.750 26 160 0.413 9.924 8.500 21 20D 0.511 9.728 17 25D 0 632 9.486 41 10D 0 311 '2.128 32.5 125 0 392 '1.966 12" 12.750 26 160 0 490 '1.770 10.000 21 200 0 6)6 1.538 17 25D 0.750 -1.250 Nobs: 1.These dimensions are for estimating purposes only.All dimensions are in inches unless otherwise specified. 2.SDR=StandarC Dimension Ratio 3.ASTIN Pressure Rating @ 73°F and includes 2:1 safety factor. 4.Internal diameter calculated using nominal outside diameter and minimum wall thickness. napcopipe.com 11.855.624.7473 C2019 NAPCO aWesJaieuumpary Allriyldsreseind PL•P3-00Z-USE4-)119.2 HD Fowler Company Submittal - PP2001_31B 73760 III � PEx ERIES- Solvent Weld Joints' LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for PVC Series Sol nt Pressure Pipe made to IPS outside diameters in a broad range of sizes and pressure capabilitie hese pipes meet or exceed performance standards set by the American Natio terican Standards Institute (ANSI), the American Society for Testing and Materials (ASTM), t Water Works Association (AWWA),CSA International(CSA) and NSF International 0400 Series Gasketed Pressure Pipe is available in the f ` re ratings and nominal sizes; Series 100 (SDR41) (100 psi) 1/2"t ugh 16" (12 mm—400 mm) Series 125 (SDR32.5) (125 psi) '2"t ugh 16" (12 mm—400 mm) Series 160 SDR26 160 si rou h 16" 12 mm—400 mm Series 200 (SDR21) (200psi) 1/2"through 16" (12 mm—400 mm) Series 250 (SDR17) (250 psi 6"through 16" (150 mm-400 mm) Series 310 (SDR14) (3 si 2"only(50 mm) Series Solvent Weld Pressure es suit e for potable water supply lines, transmission mains, sewage force mains, 41f course er irrigation systems, oilfield salt water disposal, stormwater disposal,well casings, industrial process piping and other pressure applications. Material.- PVC Poly(Vinyl Chloride)*sed in the manufacturing of Series Solvent Weld Pressure Pipe complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454. The compound is listed with NSF for potable water service. Extruded Pipe: Extruded Series Solvent Weld Pressure Pipe conforms to the following standards: ANSIINSF 61 "Drinking Water System Components—Health Effects" ASTM D 1599 "Standard Test Method for Short-Time Hydraulic Failure Pressure of Plastic Pipe, Tubing, and Fittings" ASTM D 2241 "Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)" 1 Products are manufactured by IPEX Inc.and/or IPEX USA LLC. IPEX USA LLC 3 Place du Commerce,Suite101,Ile-des-Soeurs,Verdun,PC,Canada ME 1 H7 S(514)769-2200 S(800)363-2620 FAX(514)769-1672 www.ipexamerica.com HD Fowler Company Submittal - PP2001-313 73760 AL Page 2L PEX Series Pipe Solvent Weld Joints AWWA C905 "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings 14" through 48" for Water Transmission and Distribution", except for hydrostatic proof test. CSA B 137.0 "Definitions, General requirements, and Methods of Testing for Thermoplastic Pressure Piping" CSA B 137.3 "Rigid Polyvinyl Chloride(PVC)Pipe For Pressure Applications" Marking: Series Solvent Weld Pressure Pipes are marked as prescribed in the above applicable standards to indicate size of the pipe,material designation, compliance to standard, and manufacturer's name or trademark. Color Coding: Series Solvent Weld Pressure Pipe is color-coded white. Yours truly, Afl�Er-7 . e) Andre Battistin,Eng. Vice President,Manufacturing & Sourcing Issue Date: 2012-05-04 IPEX USA LLC 3 Place du Commerce,Suite101,Ile-des-Soeurs,Verdun,PQ,Canada H3E 1 H7 2(514)769-2200 9(800)363-2620 FAX(514)769-1672 www.ipexamerica.com HD Fowler Company Submittal - H145LCO 79700 DRILL & TAP (SPLITTING THE SEAM) SET MADE BOLT— DOWN WITH 3/8" S.S. ALLEN— 1/2 HEAD BOLTS — 2 PLACES ING "SEWER") SEWER 1„ 1/8" RAISE — 1/2" WIDE BORDER � 9 4" 7" 7 3/4" 8 3/4" 15" NOTES: OLYMPIC FOUNDRY INC. 8"X 4"LOCKING CLEAN-OUT RING&COVER MATL:Cast Iron ASTM A48,CL30 RATING: H-20 I PART NO. M1007 D/T APPROX WT:Ring-42 Lbs,Cover 14-Lbs REV:A DATE:7/9/2003 New border REV N DOCUMENT APPROVED TOLERA CE DWN:CL DATE:7/9/2003 REV: DATE: A xx+_.1 BY: DATE: xxx+-.Os CHKD:CL DATE:7/9/2003 xxxx+_.03o DWG#:M1007 DT SCALE:N/A SHEET:1 OF 1 +_2 DEG HD Fowler Company Submittal - VVUIrfAPEDET2O 67890 ChrlsWs Detectable Maridng Tape mr 0EfEWif awfdry tip pm i"frr mw shied Opabe datsation ud Wn!aW Idwrtltorr m and Derr ft The tips an be bond with a rw-iunra flow fr it when burled wt It proper depiss. ocieds th Industnf sisrrdsrds ln*�ft the Afeerku Publo Waft OW echr coda TAPE MIST BE BURIED IRA FOR IW MUM DETECTABILM AND LINE PREINTION. 1' CONSULT VOIR Vq=FK LICaOR NANIR=RER FOR WRK L1NWORL ERMLIZ I f f E lint�I rs naYbw at rirnhr�fir r-r, too*nYslM_R m 6krrh *on 712'.orww 6"-2" Cmbd QrbV for mbdt awi M d 4* fc 3nR�Lim-ON&wnii " 4"adw b ti hm rogikmmta aid 1bb i� 6 -3r sPECIFICATIONS - dvMlyrt'0HEC1ULE arr"tape wdu d a Li 0 rr 4Mr)14 -Pf"=wWwl rfta•51p1r M*Miu wd *lw wM t*w PdFdllw s;Nd dAN aed omit rmbnt The We tads*mA Is b traoordnoe wlh MW D#?a ud ei not be law to 78M Pli. • Ebr 01. P;1.4 wa ti rrasr afh u7ii Lltl M vw=ties ttw wA st trek Pd rtt 3Q Mir a kPw mrbiots ai M il.tea"0 APiAUt r Ld owiurane The cabr lr . Ths bpel M64 • Bp is j ml arai thld■ris�nifr a 36�tsld alrnb w Col oor9.A.1 nri der�rrr�sss pbW with a rapuft wwft nmepo b birand b rm fd%M a 5.T5 rd der in k4*4 - TW a widlr and be .(Fx beet m b m real a tgs width d Wd%rf ty tr di msm d ttre*Oo beq lntmd A 4"dLmebr 1 e woad are S"or Mdr tkp tyr opftm Pretgollon).Stadrd wtdttra an P",r,A",i ir. • T�letialy sfwl be 1"iail�>M'detier�lrb i�and 1�"Y�S"-1!"�. SPECIAL AND CUSTOM LEG EN03 T.titer I tit Md*7s dim a hd trap d wfshdard t*arti lidnft applcatlarn arch as TrabnrtUY,Irrtpalan Gffi L 8d Lti-AWW%CA Q;lai X M4)W- M-Fic M4)W-ni e♦rddWW wMr lm woft Al dmdr "isatba Ibbd an>�lir h at isast oee aalodaldth arrr:Vrt y.m•i00-B IW"E oombbdon Wo Wu sprlo rpnatr bpv*d lg Ilarrs r astir eambtntb Cmw W"otrrr Mode tM lui d oft wrft hdp W led ptm rrrr9n Cd fir 4wb vft aaiar M UF4W HD Fowler Company Submittal - WWTAPEDET20 67890 How To Order Marking Tapes STANDARD COLOR/LEGEND COMBINATIONS CAUTION: TA.XX.XX.XXXXX Fxample I R'r is 2"Detectable Purple Reclaimed Water. cnun BURIED GAS 7Nndible " Ll E2-2" 6raBrodic Protection PL-Pipeline 3-3" CN Cable TV PW-Potable Water 6-6" Y E Electric RAW-Raw Water 12-12" Gr F-Fire RJ-Restrained Joint FM-Force main RW-Reclaimed Water W-White FO Fiber Optic S Sewer 0-Orange 6-Gas STDR-Storm Drain DETECTABLE&NON-DETECTABLE Brown IRR-Irrigation TEL-Telephone MARKING TAPE NPW-Non-Potable Water W-Water NS-Hydrant Not in Service NOTE:Not all witlths are available as standard for dioj� LOILEGEND COMBINATIONS the stock color/legend combinations shown.Contact Christy's"for stock availability of specific , ,, r , products.Mon-stock combinations are subject Blue BIRR "Caution Irrigation Line Buried Below" to minimum requirements and plate charges. Blue BNPW "Caution Non-Potable Water Line Buried Below" Blue BPW "Caution Potable Water Line Buried Below" Blue BRJ "Caution Restrained Joint Buried Below" Blue BRW "Caution Raw Water Buried Below" Blue BW "Caution Water Line Buried Below' Brown BRFM "Caution Force Main Buried Below" Green GFM "Caution Farce Main Buried Below" Green GIRR "Caution Irrigation Line Buried Below" Green GNPW "Caution Non-Potable Line Buried Below" Green GPW "Caution Potable Line Buried Below" Green GRAW "Caution Raw Water Line Buried Below" Green GS "Caution Sewer Line Buried Below" Green GSTDR "Caution Storm Drain Buried Below" Orange OFO "Caution Fiber Optic Line Buried Below" Orange OTEL "Caution Telephone Line Buried Below" Orange OCP "Caution Cathodic Protection Cable Buried Below" Orange 0GTV "Caution Cable TV Line Buried Below' Orange DNS "Caution Hydrant Not in Service Line Buried Below" Purple PIRR "Caution Irrigation Line Buried Below' Purple PRW "Caution Recycled/Reclaimed Water Line Buried Below" Purple PNPW "Caution Non-Potable Line Buried Below" Red RE "Caution Electric Line Buried Below" Red RCP "Caution Cathodic Protection Cable Buried Below"" T.Christy Enterprises,Inc. Red RF "Caution Fire line Buried Below" 655 E.Ball Rd.•Anaheim,CA 92605 Yellow YE "Caution Electric Line Buried Below' Yellow YG "Caution Gas Line Buried Below" Tel:(714)507-3300•Fax:(714)507-3310 Yellow YCP "Caution Cathodic Protection Buried Below' www.TChdsty.com•000-BLU-GLUE Yellow YPL "Caution Pipeline Buried Below' AUGUST 2016 LIT-4e31 HD Fowler Company Submittal - H142DRAINB 79700 ND SEWER COWERS HAVE 1 — 1" LIFT HOLE,-7 DRAIN OVERS HAVE 3 — 1" LIFT HOLES j FOR 5/8" — 11 NC r 1 1/�" \� SS SOC HD CAP SCREW(3 REQ'C) DRILL h TAP: 5/8'—11 N.C. 3" RAISEDLETTERS AS 120 DE3P.E_S;TYP.3PL.) \ / \ / REVLIREC A\ ` 1/2 DRAIN :::A 1/2" CORE .) / CLJVER 1" FRAME 213 3/5" SOCKET HEAD L \ CAP SCREW 1/4" 23 3/4" LOCKING BOLT-DFrAIL �3 3, NOTES: Non-skid pattern(TYP) OLYMPIC FOUNDRY INC. PWA standard plan#42 24"X 6" LOCKING MANHOLE RING&COVER MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. MH30A D/T PPROX WE Ring 210 Lbs,Cover 150 Lbs REV:A DATE:6/23/2007 New border REV DOCUMENT APPROVED DWN:CL DATE:6/2 312 0 0 3 TOLERANCE REV: DATE: A BY: DATE: axti.oa CHIC:OIL DATE:6/23/2003 p�._.oaa DWG#:MH30A DT SCALE:NIA SHEET:1 OF I <w2DEG — �2' LE-TER SIZE- 0R17.00(P.c C. ® ' _ o � L , R 1.50 \ i o o E,'KER SIZE C O\/FR TnP VIF o.5x13�5 GIVER BACK VIEW fjl 25 FRAME TOP VIEWLa � .63 7 Inn 1.00 OD 0 WAR f 6.88 /0 00000000 m 0875 Z 025.25 FOR RUBBER 024.75 I.co i. 024')0 SECTION B-B ❑ �000000000 9000° 11 nl �00000000000 2 E cc ' 024.25 — .0 'L!)U 033.75 -�- 7 N �'�SECTION A-A A HEXHEAD ALLEN SCREW UNLESSCTIERNISE SPECFIED: or 24R LOCKING FRAME AND COVER CRJENSIONS ARE lNRICIIES "DRAIN"EQ.MNWA "`o`"""k` SIP Indastries/SeramDore Q ADgm.W1, 360'BS W9 DDECI��A e u 031 a _ r CChlf'ONENT'WEIGI IT Aowo,OPcnA&— IN° UPJAF�NjWta•rS1` �Q 19UII PBt10l)fl\'e O MAIER:AI kl Houston.TX 77017 FRAME 207 L6S """e °�'E 11.5..4. Gray ran Far ASTM A4i DPA1°N V ROFNEIARYANDCONEIDENME Class308 MA-Idd ----s Pki713)A23-6111;Fnx_(713)-923h'14 CCVER 153 L6S TI..NFMAAD(N(MTMNWr97Hb UM IENA: SIZE DWG. NO. REV PIRA\IfJ(i 61HR 901 E IRfiERTI'o FIVRiH 3 91 W[4KRR49fiR N ORE•9H — - MUST rMS 40,D00_DS — REPIK)MCKNNMPTa9ASAVIOL? REV DESCRIPTION DATE 7204D-L rmw(T nawRrnrorranRfiaoR or _0AC RATING O CI Rro(vmrrs3ERtM9ORE tl - rwR1191tJ 7CY1510� DC IYJTSCAIE DRAWING SCALE:1:12 SKEET i Of _ LL 5 4 3 2 I 2 HD Fowler Company Submittal - SFA221PSPSMG 71800 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034,F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4"(100mm)through 12" (300mm)diameter. Fabricated fittings are produced in sizes 4" (100mm)through 36"(973mm)diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meetingthe requirements of either ASTM D 3034,F 1336 or F 679 for workmanship,extrusion quality, stiffness,impact resistance,dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454,13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components aretested in accordancewith and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4"—5" 150 Ft-Lbs 6"—8" 210 Ft-Lbs 10"—36" 220 Ft-Lbs (100mm—125mm 203 J) (150mm—200mm 284 J) (250mm—973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6"—8" 75 Ft-Lbs 10"—12" 90 Ft-Lbs (100mm 68 J) (150mm—200mm 102 J) (250mm—300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40.fsQf the—outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi(74.5 kPa)+10 minutes deflected @ 10.8 psi(74.5 kPa). Vacuum: 10 minutes @ 22'Hg(74 kPa)+10 minutes deflected @ 22 in.Hg(74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee,wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi(6205 kPa)@ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches(516 square cm)surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm)surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 HD Fowler Company Submittal - SFA221PSPSMG 71800 SDR35 D 3034/ PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034,F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes,storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi.(74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4" (100mm)through 12"(300mm)diameter. Fabricated Fittings are produced in sizes 4"(100mm)through 36" (973mm)diameter.A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols,alkalies,salt solutions,acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking.GPK fittings shall be marked with applicable size,"PVC",company name or logo,PSM and the ASTM specification number(D 3034,F 1336 or F679). The fittings and/or packaging shall include the manufacturer's date and shift code. 6.0 Testing. A test after installation of either low pressure air(Uni-B-6)or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Y/%of base ID as shown in table X1.1 of D 3034,and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling.with proper material is important to achieve desired density in haunching area which enables pipe,fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly,compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12" (305mm)over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally,service lines from the property line to the collection sewer should be a minimum depth of 3 feet(1 meter)at the property line and should be laid in straight alignment and uniform slope of not less than%"per foot(20.8mm/meter)for 4"(100mm)nominal pipe and 1/8"(10.4mm/meter)per foot for 6" (150mm)pipe. Where collection sewers are deeper than 7 feet(2 meters)a vertical standpipe or stack is permitted but not recommended,consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a"French Drain". Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4"(100mm)layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 HD Fowler Company Submittal - SFA221PSPSMG 83961 FITTING$ FOR PLASTIC IRRIGATION PIPE(F4 {SHORT FORM SPECIPWA TRW AN thWngs for PP6abr pips■hall he tsbriestsd tram■PVC empound one Ing ASTM 131734. F rOp&lull be series and shall cartorm to the mquiromomr of SM . Sohrorrt weld- or goof at♦nd fittinge are ap5m of uasar.Galvw t weld bells deal be eomprdibia rtlh plsobc Irrbatloe pipe OW ass aI I I In ARTY D- MI-Anr wk Gssltst bob shell sonfarm 0 AMU 031M Qaol**t shell eankrrn*o AWN F477.ft0 is shtia■be Iaokeddn atyhL FrMNQS FOR M PRESSURE FrrMQ6 {SHORT FORA SPEC,A TX" Ail M1irps for u' throu4h 24' WS pips " bs ordopisoe tipctlons, molded or tsbrk=W tram ■ PVC compound that meow the raw' -1 of ASTY U17"Fttltips diall be BDRM1132.9fAW and confonm fo the ruplisamxs W arse ti3110af125MO f•M Solvent mW or WON fiubVe in opdw of user. 0--',- bolts shell ocnfonn Io ASTM D31130 vAth gokeb oontanrthrg 10 ANM P07.flloske t she■bs lodo*d-in "yW All fttilkgs shall be mods from NSF-approved masorisL Some ftfdrga will ngdm fibarginss nolniorzsmarn for full pn* rs appiclons.Wym will be de-rid tam full prssourn rortin4. 90F= FABRICATED SEWER FITIINOS ART FORMS G•4TRW All Mire$far SUM 9swir pipe shell be fnt*r**Wd from a PVC compound Mg ASTM D17th4, 901vent- weld or geskel-and ffWngs are the option of this user. Sahunt weld bees shall bs as dssoribad In ASTY 02034 or Ffi7!!. Gooket bells dtd conform to the rotpAw meto of ASTH 0=2 and F477. Flmhgs 4'lhnn 4h 111" ohs■mast ra phoeeweb of ARTY D3034 and Rtogs 1ff thnxgh 4g"shall mss#requkemsnM of FUM Ffflbgs sho■also=9 rm to AS=F1113 end P1= GsrllYts shell.-I*looked InSWO- 9DRZ6 HEAVY WALL FABRICA4SEWER FITTINQS (SHORTFOM&PECUICURW All edhtP for SDM and f979 heavy mall aswer pips aWl he hd k I d tram a PVC compound mssUng ASTM D17i4 and 1MrW wE ooninrm to tho rsgWM Mete of AMU D=4 with a mlrltrrtsn urall thll'IM N s of 1111 i as 00mod in!!4ollor+7.4.1.Soiva weld-ar gsokowul ftOngs ono apft n of umr.t'tairr n+Red bells ohs!boas doflnrd In ASM D=4A=M Gasket bells shad conform so ASTY 1=2 and ASTM F477. Flttkrgs ohs■also corrtoen tD ASTY FW13 and ABTY F133L GI 11 shall ba lodwd-In vW (BNWrPWW3PE0FWA7KW Tigre USA csr♦Niss thin ail moidsd SORB gas etsd so~ Mthrgs tram Tigre will Hurt or m card 0 spedtkYUons of ASTM DIM and FUN. The basic maleriol conforms to ASTM D-1784 wfth a call 0121 1 I loatian of 12454 or 133U,Tips 1,fiWN& 1.G odwM jo I rrto oorrFa rm to PA TM D-M 2 end ors fortrrd using poke**,rhrah n%W MI of tho r*Wlrsmsnls of AWN F-RT. SDRS6 SOLVENT WELD MOLDED SEWER FITTINGS (SHORT FORM SPEG FICA TRW Tlgrw LISA cortnes th m olt noldod SDM oolvant mid ball oawer Mttrgs from Tlgrs will moat or owned d sli spsdflntb a of ASTY D334 end F131L The boolc matsriof eonfon to At3TM D-1794 with a call oMallloatian of 1>�fd�l a 1 Type 1.fit. SDR26 HEAVY WALL OASKMD NK DFD SEWER FI717INOS {8fiWFvW&9ECNqC4T1W Ttgm LISA certhffes thsd all molded SDM go 11 Moiled Sewer nft2z from Tlgm will meat or escsad all of ASTM D3=and F13o with a ws■thk*ram of SUM The basic nolm i conforms to Al" Q1794 rrtlh a*WI olossMastion of I U"or l$U%Typo 1.Or,*do 1,Qsslreisd}Dints aa++fam is ASTY D-=12 and an farmed using Dsslmm,which most oil of thw roWlr la of AST1M F-477. SpncMed FlttMgsr Inc Page,III E0 SDR 35/PS46 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance. GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include the manufacturer's date and shift code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 1/2% of base ID as shown in Table XI.I of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain." Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4" layers and continued in this manner all the way up to ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. SUMMARY: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 899 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or12364 as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded components are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4"-5" 150 Ft-Lbs 6"-8" 210 Ft-Lbs 10"-27" 220 Ft-Lbs Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6"-8" 75 Ft-Lbs 10"-12"90 FT-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. 2 899 B 0 I �eor001091,., O� v � u o' N � ��TTING� Plastic Trends supplies the SDR 35 PVC STITnn Gasketed Sewer Fittings only fittings with Injection Molded in Sizes 4" - IT Triple Certification (Fabricated sizes 15"-36"are available) listing Features • 4" - 6" reducing branch o and 12" fittings have a minimum NSF S�, wall thickness of SD 18. • Extended Pre-Ali m ance. • PVC One-Pie nj n Mo ded. • High Perf ce Ga et. • Generous anch Intersections. • Squa Pi top. • Specia o d Raceway. • Heavy Du Support at Branch Intersections. < ounded dges to Minimize Stress Points. Applications TIT• Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. TheNext Generation STITM fittings are the next generation of strength and quality in gasketed sewer Ottings. They combine the latest in research and development, optimizing the best of today's Science,Technology and Innovation. Triple Certification Listing 11111111 STIT•fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034,ASTM F 1336 and CSA B182.2,where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins,square pipe stops resist pipe push-through while extra heavy support is provided under the Our branch intersections are reinforced against pipe stop at branch intersections for added strength. stress and breakage to a degree never before available in a PVC sewer fitting. This means Setting The Standard the weakest point of competitors'fittings is just-. As the only manufacturer to offer a complete new line of innovative gasketed tooling, another strong point in Plastic Tr ds'fittings. Plastic Trends sets the standard for PVC fittings produced in the industry. STITM gasketed sewer fittings represent the latest evolution in PTI's continuous effort to offer the most technologically advanced fittings available. If you specify,distribute or install gasketed sewer fittings,demand the most advanced fittings available, STITM. See available configurations on the opposite side of this sheet. Form#0280 Rev.2/06 i SDR 35 Configurations Available PVC STITM Gasketed Sewer Fittings Injection Molded in Sizes 4" - 12" Fabricated in Sizes 15"-36" TEE TEE TEE W/DWV BRANCH SANITARYTEE GxGxG GxSxG GxGxDWV H GxGxG Short Form Specifications 4"through 12" injection molded gasketed SDR 35 sewer fittings shall SANITARYTEE WYE WYE WYE W/DWVBRANCH be manufactured in accordance with GxSxG GxGxG GxSxG GxGxDWV H ASTM D 3034,ASTM F1336, and CSA B182.2.They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the COMBO WYE&1/8 BEND DOUBLE WYE DOUBLE WYE 2-WAY CLEANOUT National Sanitation Foundation (NSF), GxGxG GxGxGxG GxSxGxG GxGxG to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment 2-WAY CLEANOUT(DWV) CAP SPIGOT PLUG TEMPORARY PLUG during system assembly. Gasket joints GxGxDWVG G S S must comply with ASTM D 3212 Internal Pressure Test(exfiltration)and Vacuum Test(infiltration)at 5 degrees of gasket joint deflection. a Where available, reducing branches on REPAIR COUPLING STOP PILING CONCENTRIC INC.COUPLING ECCENTRIC INC.COUPLING injection molded 8", 10", and 12" tees, GxG 10 GxG GxG wyes,and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. 6 Gasketed SDR 35 sewer fittings shall C I G ECCENTRIC INC.BUSHING ADAPTER DWV ADAPTER SLEEVE be certified by the National Sanitation SxG SWR S x DWV G DWV S x SWR G Foundation (NSF)and, in applicable configurations, by the Internationa Association Of Plumbing And Muni a Officials(IAPMO)to meet ASTM D 3034, and by the Canadian Standards Association (CSA)to meet CSA 13182.2. RISER ADAPTER DWVADAPTER ADAPTER ADAPTER SxS SWRGxDWVG SWRSxSWRG SWRHxSWRG NSF IS "- Triple Certified Listing SWADAPTER DWV ADAPTER DWV ADAPTER ADAPTER 1/4 BEND SWRSxDWVG SWRSxDWVH SWRHxDWVG SWRSxSWRH GxG -�� PLASTIC TRENDS & & Plastic Trends,Inc. 56400 Mound Road lip 116 Shelby Twp.,MI 48316 1/4 BEND 1/4 BEND LONG 1/4 BEND LONG 1/8 BEND 1/8 BEND 586.781.2700•800.232.5690 GxS GxG GxS GxG GxS Fax:586.781.0888 www.plasfictrends.com 19Y1/16 BEND 1/16 BEND IN-LINE BACKWATER VALVE TERMINAL BACKWATER VALVE Royal Group Technologies GxG GxS GxG GxG For additional configurations, list prices and dimensional drawings visit www.plastictrends.com HD Fowler Company Submittal - SFK33GG 77700 P.O.Box 3300,Term."A" 4507 LeSaint Court London,Ont.Canada Fairfield,Ohio USA N6A 4K3 45014 (519)681-2140 (513)942-9910 1-800-265-1815 1-800-523-3539 Fax(519)681-2156 4&16 Fax(513)942-9914 MULTI FITTINGS Engineered Tough Tre " ch Tough SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scone: I This letter of compliance covers Multi Fittings requirements for 4"throdgh 42"(100 mm— 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International(CSA) and the International Association of Plumbing and Mechanical OVls (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B182.1 and CSA B182.2 and is suita e noi?-pressure drainage of sewage and surface water. They can also be used in application nnvolving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride)used in'the manufa,Fturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784,Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinrmufact�ringNf oly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used .n the Trench Tough SDR35 Gasketed Sewer Fittings complies with either oKhe following requirements: ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for low-head applications for n Pber gaskets ASTM F 913 "Standard S ification for Thermoplastic Elastomeric Seals (Gaskets)for Joining Plastic Pipe"for TPE gaske Is Molded Fittinzs: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type)" IAPMO "Uniform Plumbing Code" HD Fowler Company Submittal - SFK33GG 77700 IL MULTI FITTINGS Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 679 "Standard Specification for Poly(Vinyl Chloride) (PVC)Large-Diameter Plastic Gravity Sewer Pipe and Fittings" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.2 `PVC Sewer Pipe and Fittings (PSM Type)" Note: Molded components meeting the requirements listed above may a be as part of the fabricated fitting. Markings. Trench Tough SDR35 Gasketed Sewer Fittings are marked as press ed in the above applicable standards to indicate size of the fittings,material designaftn, compliance to standard, and manufacturer's name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed er ings are black. Yours truly, Frank Yorio Senior Vice President,O ons Issue Date: 2012-10-04 HD Fowler Company Submittal - PP30341-614 74630 JM�agle Building atbessentials _ or a better tomorrowTM GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN.T. MIN. E APPROX. D APPROX.WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) 4� SDR 35 (PS46)ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26(PSI 15) STM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 to 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.12 .588 7.25 17.652 18.90 ,ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 - 48 CIOD 50.800 47.888 1.355 24.78 56.624 - PSI 15,ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 - 24 24.803 22.891 0.889 9.60 28.627 - 27 27.953 25.799 1.002 10.10 32.261 - 30 CIOD 32.000 29.070 1.148 16.75 36.348 - 36 CIOD 38.300 35.464 1.373 19.02 45.438 - 42 CIOD 44.500 41.072 1.596 22.43 51.356 - 48 CIOD 50.800 46.886 1.822 24.78 58.628 - HD Fowler Company Submittal - PP30341-614 74630 JM�agle Building atbessentials _ or a better tomorrowTM Dg I.D.:Inside Dameter O.D.:Outside Diameter T T.:Wall Thickness TBell Outside Diameter T O.D. I.D. E � E:Distance between Assembly Mark to the end of spigot. Assembly Mark Product Standard: ASTM 3034(4"-15") ASTM F679(18"-48") Pipe Compound: ASTM D1784 Cells Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint: ASTM D3212 Pipe Stiffness: ASTM D2412 RAY=46 PSI or 115 Pipe Length: 14 or 20 feet laying length Installation: ASTM D 2321 JM Eagle- Installation Guid HD Fowler Company Submittal - PP30341-614 78215 Gasketed Sewer Pipew northern pipe products ►PVC GRAVITY SEWER PIPE I Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4" through 15" meets all dimensional and physical specifications of ASTM D-3034. 18" through 24" sewer pipe meets all dimensional and physical specifications of ASTM F679. 4" through 24" SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. ►ASTM D-3034 I Gasketed Sewer Pipe NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER MINIMUM POUNDS PER FOOT IV, 'IMUIVI FOOT LENGTH LENGTH LENGTH LENGTH 4" 4.215" .120" 1.041bs. 1.03 .162" 1.381bs. 1.361bs. 6" 6.275" .180" 2.321bs. 2.3 s. .241" 3.081bs. 3.061bs. 8" 8.400" .240" 4.181bs. 4.131bs. .323" 5.571bs. 5.501bs. 10" 10.500" .300" 6.551bs. 6.461bs. .404" 8.741bs. 8.641bs. 12" 12.500" .360" 9.361bs. 9.221bs. .481" 12.411bs. 12.281bs. 15" 15.300" .43 13.971bs. 13.751bs. .588" 18.651bs. 18.401bs. Note:4"and 6"diameter SDR-28 with n Sta Association mark of acceptance is available on special order. ►ASTM F-679 I Gasketed Sewer Pipe NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER MINIMUM POUNDS PER FOOT MINIMUM POUNDS PER FOOT LENGTH LENGTH LENGTH LENGTH 18" 18.701" .536" 21.031bs. 20.701bs. .720" 27.901bs. 27.511bs. 21" 22.047" .632" 29.621bs. N/A .849" 39.401bs. N/A 24" 24.803" .711" 37.401bs. N/A .954" 49.801bs. N/A May-2015 11302 39th St NW,Fargo,ND 58102 1 701-282-7655 i 800-747-7655 1 Fax:701-282-2887 www.northernpipe.com HD Fowler Company Submittal - PP3034L614 78215 Gasketed Sewer Pipeww northern pipe products ►PVC GRAVITY SEWER PIPE I Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieberjoining system is a factory made "locked-in" flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. ►LOCKED-IN GASKET JOINT �. as ove (Race) Outside Diameter E7 Length a ket Groove(Race) Length i i . Overall Joint i . Spigot Insertion Depth DIMENSIONS(IN.) NOMINAL GASKEfGROOVE (B) GASKET GROOVE (D) SPIGOT INSERTION (RACE)OUTSIDE LIP LENGTH (RACE)LENGTH OVERALL JOINT DEPTH DIAMETER 4" 5.300" 1.000" .750" 4.000" 3.000" 6" 7.500" 1.250" .875" 4.250" 3.250" 8" 10.0001, 1.500" .875" 5.625" 4.625" 10" 12.350" 1.500" 1.000" 6.250" 5.250" 12" 14.500" 1.500" 1.125" 6.375" 6.375" 15" 17.500" 1.750" 1.400" 7.000" 6.000" 18" 21.125" 2.000" 1.500" 7.500" 6.500" 21" 24.750" 3.000" 1.725" 10.0001, 9.000" 24" 27.750" 3.000" 1.900" 10.0001, 9.000" May-2015 11302 39th St NW,Fargo,ND 58102 1 701-282-7655 1 800-747-7655 1 Fax:701-282-2887 www.northernpipe.com HD Fowler Company Submittal - PP30341_614 68640 PVC SEWER PIPE SPECIFICATION DATA D3034 R F679 SEWER SPECIFICATION DATA RIEBER Diamond gravity sewer pipe 4 inches through 60 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in D C accordance with ASTM D1784.Diamond PVC Sewer Pipe meets all the dimensional, chemical,and physical requirements as outlined in ASTM D3034 and ASTM F679. A listing to CSA 13182.2 is available For most of these sizes.A complete listing by B It manufacturing plant is available upon request. A The pipe sizes 4 inches through 60 inches are made with an integral bell"water- tight"joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth.Diamond furnished lubricant is to be used in the joining process. SANI-21 TM PHYSICAL PROPERTIES OF ASTM D3034 R F679 e PIPE MATERIALS: PIPE SHALL BE MADE OF PVC PLASTIC HAVING A MINIMUM CELL CLASSIFICA r hL OF 12454 OR 12364 AS DEFINED IN SPECIFICATION D1784. Specific Gravity D792 1.40/1.40 Tensile Strength,psi D638 000/6,000 , Tensile Modulus,psi D638 400,000/500,000 �t t IZOD Impact Strength, D256 65ft.,,J1.b,/in. SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 _ All PVC Solid-Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in .7 accordance with the material requirements of ASTM D3034 or ASTM F679.All PVC Sewer Pipe must meet dimensional,chemical,and physical requirements as outlined in ASTM D3034 orASTM F679.Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology.PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321,Uni-Bell's Uni-Pub 6 and the manufacturer's recommendations. d quo CPS :00 . . . HD Fowler Company Submittal - PP30341-614 68640 D3034 R F679 SEWER SPECIFICATION DATA r It t Outside Diameter Bell Socket Diameter Socket Depth Inches Inches Inches Inches r r Inches Inches D-3034 PIPE DIMENSIONS 4"(100) 4.215 5-1/4 4-5/8" Al 0.162 0.120 6"(150) 6.275 7-1/2 4-3/4" 4-1/8" 0.241 0.180 8"(200) 8.400 9-7/8 6-1/8" 4-7/8" 0.323 0.240 10"(250) 12-3/8 -3/4" 5-1/4" 0.300 12"(300) 12.500 14-5/8 7-1/4" 5-1/2" 0.481 0.360 15"(375) 15.300 18 7-1/4" 4-5/8" 0.588 0.437 mm 18"(450) 18.701 21-3/4" 9-1/2" 7-3/4" 0.671 0.499 1"(525) 22.047 25-1/2" 10" 8-1/2" 0.791 0.588 24"(600) 24.803 28-3/4" 11" 10" 89 0.661 27"(675) 13-1/4" 1. 0.745 30"ciod(750) 32.000 37-1/4" 14" 13-5/8" 1.1 0.853 36" 15" 1.021 42"ciod(1050) 44.500 53" 18" 1 -3 1.596 1.187 8"ciod(1200) 5U.800 60" 18" LUZ 1.355 54"ciod(1350) 57.560 67" 22" 14 2.064 1.535 60"ciod(1500) 61.610 72" 23" 2.210 1.643 SAN 1-21 TM 0 LOADING ASTM D3034 R F679 LOADING CHART(SDR35/PS46) 41" 5/PS4ME" ' 4"(100) 4.215 23,184 24,288 6" 150 6.275 11,264 8"(200) 8.400 18/24 5544/6048 5808/6336 10"(250 10.500 3402 12"(300) 12.500 16 2688 2816 15"(375) 15.300 VA 6 1512 1584 18"(450) 18.701 IV 2/3/4/6 1050 1100 21"(525) 22.047 4 672 704 24"(600) 24.803 4 504/672 704 27"(675) 27.9 3 30"(750) 32.000 3 378/252 36"(900) 300 2 42"(1050) 44.500 2 168 48"(1200) 50.800 1 8 54"(1350) 57.560 1 42 60" (1500) 61.610 42 Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchases" "Possession of this page does not constitute an offer of sale" 'Tolerance of+/-1/4"allowed •• • •' • i HD Fowler Company Submittal - W114GRN500 83010 wre & Cable L c 1&US 830 South West Street, Sikeston MO 63801 800-876-3020/573-472-2990/FAX 573-471-3134 OF/TWU Irrigation Wire Description: Regency's single conductor OF/TWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National Electric Code NFPA-70. Conductor construction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-8. Gauge sizes 18 thru 8 are solid conductors. Sizes 6 thru 4/0 are stranded conductors. The insulation is a high quality polyvinylchloride (PVC)for systems applications of up to 600 volts and conductor temperatures up to 60 C. The OF/TWU Irrigation Wire is constructed in accordance with Underwriters Laboratories, Inc. standard 493 and 83, as well as CSA 22.2 No. 75. Application: Suitable for use as power and control wire for irrigation systems. Construction: Conductor: Soft drawn bare copper ASTM Spec. B-3 and B-8). Solid (18 awg to 8 awg) Stranded awg to TM awg) Insulation: Polyvinylchloride (PVC) Temperature: 60 C Voltage: 600 volts Conductor Size Insulation Thickness Colors 14 .060 1-12 12 .060 1-12 10 .060 1-9, 11 8 .080 1-8 6 .080 1-5 4 .080 1, 2, 3, 5 2 .080 1, 2, 3, 5 1/0 .095 1, 2, 3, 5 2/0 .095 1, 2, 3, 5 HD Fowler Company Submittal - W114GRN500 83010 Available Colors: 1-Black, 2-White, 3-Red, 4-Blue 5-Green 6-Yellow, 8-Orange, 9- Gray, 10-Pink, 11-Purple, 12-Tan. Material must be able to pass the following tests without showing signs of degradation: Cold Bend —The insulation shall not show any cracks when sample is bent around a 3X mandrel after being subjected to —25 C for four (4) hours. Electrical - AC test voltage, 60 seconds at 5000 volts. Sunlight Resistance Test - Samples conditioned for 300 hours of carbon-arc or xenon-arc exposure. HD Fowler Company Submittal - M1140N15 76540 LA LAYFIELD AN Nonwoven Geotextiles Product but Sheet -7! 1. Product Description 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 y and are used for filtration of soil fines. Needle- punched non-woven geotextiles have been used in drainage applications including trench drains (also -'`- known as french drains), as a wrapping for _ perforated pipe, for erosion protection, for the separation of a roads sub base and base course, and combined with three-dimensional structures to create prefabricated drains. They are also commonly used with geomembranes to provide a 4. Availability and Cost protective cushion. Needle-punched non-woven Available from Layfield or distributors. Call primary functions: filtration; separation; 425-254-1075V Pacific time protection; drainage. 780-453-6731@ Mountain time, or 905-761-9123V Eastern time 2. Technical Data Materials information is on page 2. I 3. Installation S. Manufactured for General Installation: Place the roll of needle Layfield Environmental Systems Corp. punched nonwoven geotextile at the top of the Layfield Geosynthetics &Ind. Fabrics Ltd. slope/grade and roll down grade, over lap successive and adjacent rolls by 450mm minimum. 6. Warranty Do not allow vehicles to drive directly on the Products sold will meet Layfield's published geotextile. Geotextile should be stored such that it specifications at time of sale. Full warranty is protected from rain and direct sunlight. 1W details are available from Layfield. Geotexile Separation: Ensure subgrade is rolled flat and compacted to engineer's specifications with no 7. Maintenance sharp objects or protrusions. Install geotextile as Once geotextiles and geogrids are installed and per General Installation above. carefully backfilled they do not require ongoing Geotextile Filtration for Trench Drain (French maintenance. Drain): Cut the geotextile to width and install such that there is sufficient material to wrap around the S. Filing Systems drain system with a overlap at the top the width of www.LayfieldGroup.com the trench. www.geomembranes.com Other Uses: Please contact your local Layfield Representative for installation instructions for all other uses. HD Fowler Company Submittal - M1140N15 76540 9. Material Pro erties - Metric Values 21 Dec 2011 Non-Woven Needle-Punched Geotextiles - Metric Values ASTM LP3.5 LP4 LP4.5 LP6 LP LP8 LP10 LP12 LP16 Grab Tensile (N) D4632 401 445 533 711 800 911 1,110 1,330 1,690 Elongation (%) D4632 50 50 50 50 50 50 50 50 50 Tear (N) D4533 178 222 222 267 333 356 444 511 644 CBR Punc (N) D6241 1110 1240 1380 1820 2022 2330 2890 3510 4560 AOS (microns) D4751 300 212 212 212 212 180 150 150 150 Permittivity (sec-1) D4491 2.0 2.0 1.7 1.5 1.4 1.4 1.2 1.0 0.7 Water Flow D4491 6,095 5,689 4,885 4,480 4,074 3,657 3,251 3,055 2,035 (1/min/m2) UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% Roll Size (m) 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 110 110 110 91.4 91.4 91.4 91.4 91.4 45.7 Roll Weight'(kg) 73 78 86 92 99 113 140 181 112 10. Material Proper ies - US Values 21 Dec 2011 Non-Woven Needle-Punched Geotextiles - US Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 LP10 LP12 LP16 Grab Tensile (Ibs) D4632 90 100 120 160 180 205 250 300 380 Elongation (%) D4632 50 50 50 50 50 50 50 50 50 Tear (lbs) D4533 40 50 50 60 75 80 100 115 145 CBR Punc (lbs) D6241 250 280 310 410 455 525 650 790 1025 AOS (sieve) D4751 50 70 70 70 70 80 100 100 100 Permittivity (sec-1) D4491 2.0 2.0 1.7 1.5 1.4 1.4 1.2 1.0 0.7 Water Flow (gpm/ft2) D4491 150 140 120 110 100 90 80 75 50 UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% RoIlSize (ft) 15x 15x 15x 15x 15x 15x 15x 15x 15x 360 360 360 3002 3002 3002 300 300 150 Roll Weight' (Ibs) 1 1 160 172 190 1 202 220 250 308 400 250 Note': Typical values. All other values are minimum average roll values (MARV). Note2: LP6, LP7, and LP8 may be 15 x 360 ft depending on inventory Layfield www.geomembranes.com Tel(US):1-800-796-6868 Environmental Systems service@geomembranes.com Tel(Canada):1-800-840-2884 GPK SANDED MANHOLES Durability, Reliability, Versatility Most jobs are vacuum tested for seal and video tested for flow.The GPK Sanded Manhole Adapters perform better • Tests to 10.8 psi and 22 in. Hg in both areas.The GPK Sanded Manhole Adapters are • Create Optimum Flow Conditions lubed and put together exactly like each stick of pipe. • Assure Solid, Watertight Seal --Panhandle Concrete Products,Inc.-Post Falls,Idaho Boots are too flexible d grad trol becomes difficult.The pipes move too much t e i rt channel in the manhole,creating problems in t flo en GPK Sanded Manhole Adapters are set in t m a ba grade control is set in concrete M ;y and will not vary from the specifications. 14 Panhandle Concrete Products,Inc.-Post Falls,Idaho �A oil I �. . � I �1 � 1 �1 1 i 1 1 :11 � � � 1 :11 •'i• GPK SANDED MANHOLES The GPK Sanded Manhole Adapter exceeds 10.8 psi and withstands a vacuum of 22 in. Hg for zero infiltration of groundwater.This design also allows for compression and low insertion pressures during installation. The smooth inner wall of the PVC sleeve provides optimum flow conditions,and the exterior's abrasive silica layer allows grout to bond the adapter to the concrete manhole. Each contractor I expresses . t satisfaction 1 preference for GPKSanded e Adapters versus boots.They believe that a manholebase constructed with GPKSanded Manhole Adapters 11 product 1 r, higher x 6faster to A `lf .5. --Panhandle ConcreteProducts, Post Falls,Idaho CONCRETE Uncompromising Strength MANHOLE North Dakota State University,located in Fargo,NO is renowned GPKsuRESEAL � . GASKET for its elite research institutions in many fields.When NDSU PVC PIPE scientists and research graduates conducted testing of the GPK PVC Manhole Adapter,they found that the system bonded so strongly that over 3 tons psi was required to break the adapter. PVC MANHOLE ADAPTER WITH GPK SILICA-IMPREGNATED ' SURFACE Overall,NDSU research professionals found that GPK Manhole ° Adapters,installed using the proper conventional methods,are GROUT superior overall because of their ease of installation,strength, flexibility and lifetime guarantee. ' MIL Adapting PVC to Concrete Has Never Been More Advanced Durability, Reliability and Versatility A GPK-designed, heavy duty rubber CONCRETE gasket is fit into each manhole adapter. The • MANHOLE g p gasket joint eliminates many pipeline junction • GPK SURESEAL problems, virtually guaranteeing a fitting that is s . GASKET leak proof. It exceeds 10.8 p.s.i. pressure testing PVC PIPE and withstands a vacuum of 22 in. Hg for zero infiltration of ground water. This design also allows for compression and low insertion pres- sures during installation. GPK gaskets also i l;lii i1 it lf, t,,illfi', ,i . maintain enough flexibility to adjust for pipe PVC MANHOLE deflection long after the installation process has ADAPTER WITH GPK SILICA-IMPREGNATED been completed. '. •A� e SURFACE The smooth inner wall of the PVC sleeve e provides optimum flow conditions. The exterior GROUT has an abrasive silica layer that allows grout to bond the adapter into the concrete manhole, assuring a solid, watertight seal. GPK Manhole Adapters Tested for ti > "Sheer" Strength y f 1 In the Mechanical Engineering Laboratory at North Dakota State University, the GPK PVC Manhole Adapter was tested for "sheer" strength. 7 A variety of bonding materials were used to grout the adapter into the manhole. The fi Tinius-Olsen Force Tester was used to provide the test data (see Table 1). Tests recorded an average force over 3 tons p.s.i. was required to After an opening has been Apply a non-shrinking grout break the bond of the GPK Manhole Adapter. made in the wall of the or concrete mixture in Note that is would be next to impossible to concrete manhole, position between the adapter and duplicate this force in a normal field application. the GPK Adapter in the manhole. center of the opening. GPK PVC Manhole adapters, Installed using the proper conventional methods, are superior to anything else on the market for �. strength and flexibility. TABLE 1 Force (in pounds) required to break adapter out of Grout Used Curing Time manhole. Quikrete 37 Days 10,300 Allow the bonding material F, Quikrete 4 Days 4,600 to cure properly to assure a Quikrete 4 Days 4,880 watertight seal. NOTE: Table 1 Shows Results of Three Tests Done at an Independent Laboratory Using Quikrete Mortar Mix that is Made to Meet ASTM Designation 387 for Type N Mortar. 5/OSlK'S LASCO" Fittings, Inc. SUBMITTAL SHEET L,ssco SCHEDULE 40 PVC r �1 LASCO Fittings, Inc., an Aalberts Industries company, spe- cializes in the production and sale of injection molded fittings for Irrigation, Plumbing, Industrial, Pool/Spa and Retail mar- kets. LASCO Fittings, Inc. operates a 26-acre manufacturing r '�+ facility in Brownsville,TN.With eight Regional Distribution Fa- cilities strategically located within the United States, LASCO provides worldwide distribution and overnight service. Injection Molded PVC Pipe Fittings in sizes 3/8" through 12" LASCO Fittings, Inc.'s comprehensive line of PVC fittings offers a variety of injection molded configurations in Schedule 40 sizes 3/8"through 12" conforming to ASTM D 2466. STANDARDS AND SPECIFICATIONS-Schedule 40 ASTM D-1784—Rigid Poly(Vinyl Chloride)(PVC)Compounds and Chlorinated Poly Vinyl Chloride)(CPVC)Compounds. — >ASTM D-2466—Socket Type Poly(Vinyl Chloride)(PVC)Plastic Pipe Fittings,Schedule 40. ASTM F-1970— Standard Specification for Special Engineered Fittings,Appurtenances or Valves for use in Poly(Vinyl Chloride) (PVC)or Chlorinated Poly(Vinyl Chloride)(CPVC)Systems. MATERIAL— LASCO Schedule 40 Fittings are produced from PVC Type 1,Cell Classification 12454-13. —O-rings are produced from a Buna-N(Nitrile)material. LISTINGS— NSF/ANSI Standard 61,Annex G:Drinking Water System Components Weighted average lead content of<0.25% and is in compliance with California's Health&Safety Code Section 116875(commonly known as AB1953)NSF/ANSI Standard 14:Plastics Piping system Components and Related Materials.Includes/ANSI Standard 61,Annex G DO NOT USE LASCO FITTINGS FOR COMPRESSED AIR OR GASES. DO NOTTEST PVC PIPING SYSTEMS WITH COMPRESSED AIR OR GASES. DO NOT USE FITTINGS WITH LIQUIDS NOT RECOMMENDED BY LASCO. MODIFICATIONS OF FITTINGS VOIDS THE WARRANTY. MADE IN USA Limited Warranty LASCO Fittings,Inc.products are warranted to be free from manufacturing defects in materials and workmanship.They are warranted against rot,rust,and electrolytic corrosion for a period ofthree years from date of installation.If LASCO products prove defective due to manufacturing defects in material or workmanship during that period,the manufacturer will provide new replacement units of the same type and size.No remedy will be granted under this warranty if LASCO products are not used strictly in accordance with LASCO's directions with respect to use and storage or if the products have been modified in any way.THE MANUFACTURER'S LIABILITY UNDER EXPRESSED OR IMPLIED WARRANTY OR FOR ANY REASON IS LIMITED TO FURNISHING REPLACEMENT UNITS OR GRANTING A CREDIT FOR DEFECTIVE UNITS.NO LABOR EXPENSE OR CONSEQUENTIAL DAMAGES WILL BE PAID BY LASCO.THIS WARRANTY IS IN LIEU OF ALL OTHER GUARANTEES AND WARRANTIES,EXPRESSED OR IMPLIED,INCLUDING BUT NOT LIMITED TO,WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PURPOSE,EXCEPT FOR ANYWARRANTIES IMPLIED BY LAW FOR NONCOMMERCIAL CONSUMERS.ANY SUCH WARRANTIES ARE LIMITEDTOTHE DURATION OFTHISWRITTEN WARRANTY. 414 Morgan Street•Brownsville,TN 38012 (731)772-3180 1 www.lascofittings.com This specification is provided for reference only.LASCO Fittings,Inc reserves the right to change nay portion of this specification withoutnotice and without incurring obligation to make such changes to LASCO products previously or subsequently sold.Please visit our website www.lascofittings.com for the most current information. AALB E RTS INDUSTRIES SPE I PVC SCHEDULE 40 FITTINGS 40-2-0604 Performance Engineered & Tested SPEARS®Schedule 40 PVC fitting designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each fitting.Material reinforcement is uniformly placed in stress concentration areas for substantially improved pressure handling capability. Resulting products are Ilk subjected to numerous ification tests to assure the very best PVC fittings avail Full 1/4" Through 12"Availability Higher 1 pacity Spears®comprehensive line of PVC fittings offers a variety Smoo in rlor is result in lower pressure loss and higher of injection molded configurations in Schedule 40 sizes 1/4" velum an conventional metal fittings. through 12"conforming to ASTM D 2466. Additio 1 Fabricated Configurations Exceptional Chemical& Corrosion lk through 36" Resistance Extra large, hard-to-find, and custom configurations are Unlike metal,PVC fittings never rust, scale, or pit, wilrqWricated from NSF Certified pipe.Fittings are engineered and provide many years ofmaintenance-free servic t d tested to provide full pressure handling capabilities according system life. to Spears®specifications. High Temperature Ratings PVC Valves PVC thermoplastic can handle fluid Dera o atures SPEARS® PVC Valve products are available for total up to 140°F (60°C), allowing a of rocess system compatibility and uniformity; see SPEARS® applications,including corrosive THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS(V-4). Lower Installation Cos Substantially lower material c s than steel alloys or lined Advanced Design Specialty Fittings steel, combined with lighter we t and ease of installation, Spears®wide range of innovative, improved products include can reduce installation costs by as much as 60% over numerous metal-to-plastic transition fittings and unions with conventional metal systems. Spears"patented special reinforced(SR)plastic threads. Sample Engineering Specifications All PVC Schedule 40 fittings shall be produced by Spears" _ Manufacturing Company from PVC Type I cell classification 12454, conforming to ASTM D 1784. All injection molded PVC Schedule 40 fittings shall be Certified for potable water Aso u KAs LIW service by NSF International and manufactured in strict °> °'a MANAG`"' compliance to ASTM D 2466. All fabricated fittings shall be :P� e'::`�: �a Assessed fe I50 4001: 2000 produced in accordance with Spears®General Specifications for Fabricated Fittings. PROGRESSIVE PRODUCTS FROMSPEARSO INNOVATION& TECHNOLOGY Visit our web site: www.spearsmfg.com PVC Thermoplastic Pipe Temperature Pressure De-Rating To determine the maximum internal pressure rating at an elevated temperature, simply multiply the pipe pressure rating at 73°F by the percentage specified for the desired temperature. System Operating 73 80 90 100 110 120 130 140 Temperature°F(°C) (23) (27) (32) (38) (43) (49) (54) (60) PVC 100% 90% 75% 62% 1 50% 40% 30% 22% NOTE:Valves,Unions and Specialty Products have different elevated temperature ratings than pipe. PVC Basic Physical Properties PVC Chemical Resistance ASTM PVC is generally inert to most mineral acids, bases, Properties Test PVC salts and paraffinic hydrocarbon solutions. For more Method information on PVC chemical resistance refer to Mechanical Properties, 73°F the Chemical Resistance of Rigid Vinyls Based on Specific Gravity,g/cm3 D 792 1.41 Immersion Test,pub ' ed by the GEON®Company. Tensile Strength,psi D 638 7,200 Modulus of Elasticity,psi D 638 440,000 NOT R E WITH Compressive Strength,psi D 695 9,000 COMIE SE�AIR OR GAS Spears® Manufacturing Company DOES NOT Flexural Strength,psi D 790 13,200 RECOMMEND the use of thermoplastic piping products Izod Impact,notched,ft-lb/in D 256 .65 for systems'to transport br store compressed air or gases,or Thermal Properties the testng ofthermoplastic piping systems with compressed Heat Deflection Temperature,OF at 66 psi D 648 165 air or gases in aWve and below ground locations.The use of our product in compressed air or gas systems automatically Thermal Conductivity,BTU/hr/sq ft/°F/in C 177 1.2 voids any warranty for such products, and its use against Coefficient of Linear Expansion, in/in/OF D 696 3.1 X 10* our recommendation is entirely the responsibility and Flammability liability of the installer. Limiting Oxygen Index,% D 2863 43 WARNING: DO NOT USE COMPRESSED UL 94 rating 94V-0 AIR OR GAS TO TEST ANY PVC OR CPVC Other Properties THERMOPLASTIC PIPING PRODUCT OR Water Absorption,%24 hr. D 570 .05 SYSTEM, AND DO NOT USE DEVICES Industry Standard Color White/Dark Gray PROPELLED BY COMPRESSED AIR OR GAS ASTM Cell Classification D 1784 12454 TO CLEAR SYSTEMS. THESE PRACTICES MAY RESULT IN EXPLOSIVE FRAGMENTATION NSF Potable Water Approved Yes OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. SPEARS®MANUFACTURING COMPANY• CORPORATE OFFICE 15853 Olden St.,Sylmar,CA 91342•PO Box 9203,Sylmar,CA 91392 (818)364-1611 •www.spearsmfg.com PACIFIC SOUTHWEST ROCKY MOUNTAIN UTAH SOUTHEAST MIDWEST 15860 Olden St. 4880 Florence St. 5395 West 1520 South 4205 Newpoint PI.Suite 100 1 Gateway Ct.Suite A Sylmar(Los Angeles),CA 91342 Denver,CO 80238 Salt Lake City,UT 84104 Lawrenceville(Atlanta),GA 30043 Bolingbrook(Chicago),IL 60440 (818)364-1611•(800)862-1499 (303)371-9430•(800)7774154 (303)371-9430•(800)7774154 (678)985-1263•(800)662-6326 (630)759-7529•(800)662-6330 Fax(818)367-3014 Fax(303)375-9546 Fax(303)375-9546 Fax(678)985-5642 Fax(630)759-7515 NORTHWEST SOUTH CENTRAL NORTHEAST FLORIDA INTERNATIONAL SALES 4103 C St.NE Suite 200 4250 Patriot Dr.Suite 300 590 Industrial Dr.Suite 100 9563 Parksouth Court 15853 Olden St. Auburn(Seattle),WA 98002 Grapevine(Dallas),TX 76051-2317 Lewisberry(Harrisburg),PA 17339-9532 Orlando,FL 32837 Sylmar(Los Angeles),CA 91342 1253)9394433•(800)347-7327 (972)691-4003•(800)441-1437 (717)938-8844•(800)233-0275 (407)843.1960•(800)327-6390 (818)364-1611•Fax(818)898-3774 Fax(253)939-7557 Fax(972)691-4404 Fax(717)938-6547 Fax(407)425-3563 ©Copyright 2007 Spears®Manufacturing Company.All Rights Reserved.Printed in the United States of America 01107. 40-2-0604 7wadi. D" OOISSOI NA a RWO16WOW4 rurON TTAL owa 251 Ir �2OA4!OL IWDA Pf � T �. -Ifir PAM-IWXrs Tf1R] 4yi IMk HE" O wl 1x r Q4- 6119MA 1 Ar �-�— BMx+xw D m1r � �T UE fflfi Q71O K ti O 00 M dr 251 R'x 2519 --•� v WINUT 24 9CM I r e d% ENTAIL Q, MCP HAiDLG 24 NI Fr 291W 1O�■�■0■L�t lifl ua�Qr�w��� � W11Si/1L• �i�T1Qt l�1r T C.I. FG-20242=12;3 LB � 'x 2V ClM AM D.1. FG-M41 PDL=l00 LBS ��•�•��llbm � F7�pia 0.1. COWK WTrH LMMMO SYMN a� ��;a I I m c�rr. ,ter. IMF at ait O T.MVAW 14*118 0EY 223 L36 FT 111 ar LL G 2 HD Fowler Company Submittal - H149CISCB 79700 1 5/8' 20 1/4" 1/g• 1 5/3" 4 1 j 2" 22" ti f, �— IL 2 1 1 5�5 3/4:, 22 1/2' SLO -AIL 1/4" 24 1/4" I �/4' 29 11/4' FkAME I I LI —I 1/2" —5/8" NOTES: SDOT STD Plan B2 OLYMPIC FOUNDRY INC. 20"X 24"LOCKING REVERSIBLE FRAME&COVER MATL:Frame;Cast Iron ASTM A48 CL30.Cover;Ductile Iron ASTM A536 CL 80- RATING: H-20 PART NO.SM60S D/T 55-06 PPROX WT:Frame 160 Lbs,Cover 130 Lbs REV:A DATE:6/23/2003 New border REV DOCUMENT APPROVED DWN:CL DATE:612312003 TOLERANCE REV: DATE: A xx.-.i BY: DATE: ,.� CHKD:CL DATE:6/23/2003 ,_.oao DWG#:SM60 SOLID DT SCALE:NIA SHEET:1 OF 1 -.2 DEG 2.00 6 � C 11 1 1.13 -- ---- - � J I11675 1 .75 � 20.00 6 20.25 25 I- 21.50 IE.50 �® 2.00 25.25 + �I 4.75 Fes- C 1.63 B 3.00 O'625 DIA BOL-HOLE SECTION B-B .75 SECTION C-C FRAME TOP VIEW 2a.00 50 E E s.00 25.50 9'10 38 24.25 - 1.13 t SECTION D-D � 4.50 51 ti Al 22.50 1.00 0000 24.25 2.00 In 29.25 4.00 0.50 U (n U SECTION A-A \\ 0)_ ALLEN DEAD BOLT \\ SFC.TION F-= DROP HANCLE W'TH NUT � SCALE 1 SCALE 1 : 4 E .s� V f UNLESS CTIERNI:E SPECIFIED! 20"X 24"SM60 FRAME AND CIMEFLIONi ARE IN RICIIEri Dl SOLID(.OVER ca Aopo=.Ow��nc.: T" ` Q" ADpoc wl. 285 l65 S C7101"L ' SIP Industries/Ser a mP ore DECWi'031 IN' fc : Z900 Pano UrneC COAPONEM WEIGHT UYArI A",Ltl:[SI` SIPHouston.lX 77017 O MATER,AL NANE DATE Rumr-0.u�IOnPerA9FM/U8 OP.AIVN U eon I M ,, eivns Pki713)-923-6111:FcTx:(713)-9236'14 FRAME 135.00 LBS R DEM OPNEIARY AND CONfIUI coTar-DucNL Iron vaf ASiN lass -- - ---� . TfE NVW14An0NRMTMNLDr41RIS FIVICH SIZE DWG. NO. REV MAtiR G0 .S0LEMffEIn01 _ ..INOV<l ......�M•ARE ANY O COVER 150.00 LBS REPPDUOaIMMMItTORASA,<7ULE REV DFSCRIPTION DATE P. MUST PASS 40.0C-0 LBS 7211 •mmrtmce•Irna•rrnnnsaonor .. LOAD P.TING -- ---• Tar eroLeTRnssERAnfw]IE n nwwn<lu 7LV150� DC NOT SCALEDR.AWWp SCALE:I:ib SHEET Of _ L1_ S 4 3 2 I 0 2 HD Fowler Company Submittal - H149GVDIB 79700 A 25 20 1/4" 22" o�SJ��l1 L 22 1/2" n 24 1/4" _ 26" 29 1/4" FRAME �i s e T19 7/8' 1 5 4 1/2' �1/8•. 1 5/8•• rzs'� �I I�2 1/2. NOTES: WSDOT STD PLAN 132C OLYMPIC FOUNDRY INC. 20"X 24" REVERSIBLE FRAME&2 WAY VANED GRATE MATL:Frame;Cast Iron ASTM A48 CL30,Grate;Ductile Iron ASTM A536 CL 80- RATING: H-20 PART NO. SM602VG 55-06 APPROX WT:Frame 160 Lbs,Grate 104 Lbs REV:A DATE:6/20/2003 New border REV TOLERANCE DOCUMENT APPROVED DWN:CL DATE:6/20/2003 REV: DATE: A xx+-.1 BY: DATE: XXX+-.o6 CHKD:CL DATE:6/20/2003 XXXX+-.o3o DWG#:SM60 2 VG SCALE:N/A SHEET:1 OF 1 �--2DEG HD Fowler Company Submittal - PP3034L2P 74630 JMIe ft - SOLVENT WELD SUBMITTAL AND DATA SHEET PERFORATED UNDERDRAIN PIPE JM EAGLE" PVC ASTM D3034 SOLVENT WELD SDR35 SEWER PIPE JM EAGLE'" SOLVENT WELD SEWER PIPE CONFORMS TO SPECIFICATION RI OR TO PERFORATION AND CELL CLASS 12454 OR 12364 AS DEFINED IN ASTM D1 784 NOM.PIPE SIZE O.D. NOM. I.D. MIN APPROX.WEIGHT (IN) (IN) (IN) (LBSlFT) 4" 4.215 3.%1 A &A 0 1.022 4"x 10' Pert 4.215 3.%l 0.120 1.022 C.6' 6.275 5.893 0.180 2.285 6"x 10'Pert 1 6.275 5.8 0.180 2.285 Standard Cobr:Green,Standlard length: 10' o poesfivf2l" en.11, E�Iled End Onh Opt 1D na I Color:White Standard perforations for pipe are two rows of in dameteron 6"centers and 1201 angl�_-apart. F r1arat,_ipipedoe__ not haveASTMdesignatbnon print line. Whin using JIM Eagle- PVC ASTM 133(C4 Soly t Weld Sewer Pips for septic-tank fields,Fdease install in accordance with ASTM Dr2321,and JM Eagle"' Publication E-06 `Gravity Sewer Installation Guide:' JM EAGLE" PVC ASTM D2729 S NT L AIN PIPE JM EAGLE'" SOLVENT WE N P NFORMS TO SPECIFICATIONS AND CELL CLASS 12454 OR 12164 AS DEFINED IN A M NOM. PIPE SIZE O.D. NOW I.D. M11.1 T APPROX.WEIGH T I (IN) (IN) (IN) (IN) (LBSlFT) t2o1 l 3"Solid 3.250 3.102 0.070 0.465 l 3" Perf 3.250 3.102 0.070 0.465 l 4"SAid 4.215 4.05E 0.075 0.648 E 4" Perf 4.215 4.05E 0.075 0.648 l 6"SAid 6.275 6.063 0.100 1.300 ( 01 6"Parf 6.275 6.063 0.100 1.300 t 1 StandandCobr:WhltA_ Standard length: 10' Overall, Belled End Only Standard perforations for pipe are two rows of holes 12"in diameter on 5"centers and 1201 angle apart. Thme perforation rows may beavailabIa. When using JM Eagle' PVC ASTM D2729 Sr4vent Wald Drain Pipe for septic tankfields,please install in acc4-)rdanca with ASTM F481,and JM Eagle- Publication JME4613,"Gravity Sewer Installation Guide." " Prior to ordering or specifying, please consult JM Eagle'"for product and/or listing availability. I.D. : Inside Diameter O.D. :Outside Diameter T. :Wall Thir kness HD Fowler Company Submittal - PP3034L2P 67400 FCAE1L1IE-NorthwestIc PVC 5DR 35 D-3034 SEWER PIPE SOLVENTWELD CNWPVC363034SW MARCH,2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 900 4.2 3.5 53115 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53120 ASTM D3034 SOLID 6" SOLID 6.275 5.915 .180 238.40 350 4.1 4.0 53180 PERFORATED 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53195 GREEN WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.216 3.976 .120 106.51 1200 6.6 3.5 63118 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 1200 1 6.6 3.5 53122 ASTM ❑3034 SOLID 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53183 PERFORATED 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53197 GREEN WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 900 4.2 3.5 53112 PVC-SEWER SDR 35 4" PERF 4.216 3.975 .120 106.61 900 4.2 3.6 53119 ASTM D-3034 SOLID 6" SOLID 6.276 5.915 .180 238.40 350 4.1 4.0 53179 PERFORATED 6" PERF 6.276 6.916 .180 238.40 360 4.1 4.0 53196 WHITE WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. SOLVENT WELD 4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53113 PVC-SEWER SDR 35 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121 ASTM D3034 SOLI❑ 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184 'N,PERFORATED 6"PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198 WHITE REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR35 SEWER PIPE. INSTALL AS DIRECTED BY ASTM D-2321. PERFORATIONS ARE 2 ROWS OF 1/2" HOLES ON 5" CENTERS 120'-'APART. CRESLINE-NORTHWEST,LLC. CORPORATE HEADQUARTERS:600 CROSS POINTE BOULEVARD- EVANSVILLE,IN 47715 - TELEPHONE(812)428-9300 PLANT:223 MAURIN ROAD- CHEHALIS,WA 98532 - TELEPHONE (360)740-0708 - FAX(360)740-0721 www.cresline.com HD Fowler Company Submittal - PP3034L2P 82640 Heritage Plastics A PART OF A&4 kM 1/111111111It Solvent Weld Sewer PVC (Perforated or Solid) SDR 35 Pipe Conforms to ASTM D 3034 and ASTM D 1784, cell class 12454 or 12364 Proper hole positioning is assured by centering pipe print line at top. Product manufactured with one integral solvent weld bell standard per length. Catalog Part Number Dimensions • Standard Minimum Trade Length (inches) Wall Weigh t Crate Solid *Perforated Size (fc-pt) CID ID 11 • . . • 3040010 304001OF 10 E30 4 4.215 3.96 0.120 103 3040020 304002OF 20 1,260 3060010 3060010E 10 260 6 6.275 5.69 0.180 236 3060020 3060020E 20 520 "Pe-forated SCR 3S sewer pipe meets the requi•ements_of ASTrA C K34 p-ior to pe-foration. ii `% LOCATION OF PRINT LINE AND PERFORATIONS PRINT LINE 120° HOLE 120°- Perforation Specifications: Two rows of Y."diameter holes with hole spacing of 5"center-to-center. Rows are 120°apart. 2220 Nugget Way-Eugene,OR 97403-Phone(877)811-7473 ww k.heritageplastics.com 1-805W(02.18) HD Fowler Company Submittal - HIC131 70840 FOG T1 TYPE 1 CATCH BASIN N C O R P O R A I E D CAST IAOA1 F'LAMG ANO COUt rL 280t / \ 2" RISER 97# / \ RISER 194# ISER 290# 1!- Lu p•• 12 RISER 580* 5 24" RISER 1160# wclw�T- SBO �Bs. wcii.NT- L,IID LD]. 44' page HD Fowler Company Submittal - HICB1 83650 iE1Z;!11iii catch basin products Catch Basin Type 1 Reinforcing + _<# • ASTM/WSDOT requirements �� D q �� BB All components • #3 grade 60 reinforcing 6 Inch Riser • 300lbs 36"� 32 26" 22" 12 Inch Riser 6" ■ 600lbs Precast Base _Y • Base unit has four-way knock outs provided for pipe entry • 2150lbs 36" 32" Conformity Standards 26 22 • Washington State APWA/WSDOT Standard Specifications ` 0 12" • WSDOT B-1 r0 34" 30" 26" 22" 4" 0 0 20" �- 44" T I I 20" I j 4" i Note:drawings not to scale n p Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] , ?p V 1618 East Main Avenue Fax Line 1 (253)845-0292 www.shopeconcrete.com concrete I P'Oducts Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 LU =M ¢� Z5 C N U a L G H c c 0O 8 LIJ O _ c GNU 2z� t!j ^F N R wu'�w W 0 `4 Q cn N -� m CO Z O __ CII O O (� Z D F to L1 U G co iV cu CO Q- 0 a) vim < 0 ° L (U C ri) r z fl U c t CL m ru a) C13 Ltl 43co r Y to a) co a- qms co A M E a p a) a) yr uci a �H F d ? uwi o Ca 'v c -C O � m Co Z Q 4005 C zz � a� y a LC ` O .•AFC y' �,+ •- O E C6 J rn CCS Q) > V p m 44 c+7 r cn 3 C f4 w a ❑ a y cc CD U .F N 3 � L~4J ❑ :aQaw Z N �Q C m u z O o z es �aLU a F .. �C W a) U 0 (D L ❑ t7 U o v< Q m LLJ LU Q ?'r F U Q GLl Q p •C _ _ 7 a z of LL _ co Q Q) O � "' 0 c�� E. a- H �.QoO � por� Z3 W tom ' '� Z Z Q o oU N Q UUe- Q NU m Q CO `-� o �. Z U +; Q a) a) N , 2 cc CL ?� a- o o O CO)z ca a= Z >, a) c.) c� w �a, . = � a) � � � t) _ U) a) U) ca 0- ° °� L J CD ) Q. _ � E.. a) c rn O a) W .� Z L. 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