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Permit EL10-0257 - BOW LAKE - PRIMARY CONDUIT & VAULTS
BOW LAKE - PRIMARY CONDUIT & VAULTS 18800 ORILLIA RD S EL1 0-0257 Parcel No.: 3523049037 Address: Suite No: City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us 18800 ORILLIA RD S TUKW ELECTRICAL PERMIT Permit Number: Issue Date: Permit Expires On: EL10 -0257 05/06/2010 11/02/2010 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: BOW LAKE - PRIMARY CONDUIT & VAULTS 18800 ORILLIA RD S , TUKWILA WA KING COUNTY 500 4TH AVE #500 KCAB , SEATTLE WA LISA TRUMBULL PO BOX 98686 , LAKEWOOD WA Contractor: Name: AMAYA ELECTRIC Address: PO BOX 98686 , LAKEWOOD WA Contractor License No: AMAYAE *274B3 Phone: Phone: 253 226 -0278 Phone: 253- 582 -8566 Expiration Date: 01/31/2012 DESCRIPTION OF WORK: INSTALL PUGET SOUND ENERGY PRIMARY CONDUITS AND VAULTS, AND PROVIDE CONDUITS AND VAULTS FOR TELEPHONE (QWEST). RENEWAL OF EXPIRED APPLICATIONS EL08 -1068 AND EL09 -0113. Value of Electrical: NRES: $120,000.00 RES: $0.00 Type of Fire Protection: UNKNOWN Electrical Service provided by: PUGET SOUND ENERGY Permit Center Authorized Signature: Fees Collected: $917.70 National Electrical Code Edition: 2008 Date: _ V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this electrical permit. Signature: Print Name: t'Sc ricuml LL1 / Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: EL -4/07 ELI 0-0257 Printed: 05 -06 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 3523049037 Address: Suite No: Tenant: 18800 ORILLIA RD S TUKW BOW LAKE - PRIMARY CONDUIT & VAULTS Permit Number: Status: Applied Date: Issue Date: EL10 -0257 ISSUED 04/05/2010 05/06/2010 1: ** *ELECTRICAL * ** 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296 -46B WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Li SGL f l rilha, / Date: --/f% doc: Cond -Elec EL10 -0257 Printed: 05 -06 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htt :�'1� A c.tul vila.wa.us Electrical Per Project No. No. j2((e� =EL -4o 'vl 1 (Far office use only) ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 18800 Orillia Road South Site Address: King Co Assessor's Tax No. 3523049037 Tenant Name: Bow Lake Recycling and Transfer Station Suite Number: Floor: New Tenant: ❑ .....Yes Property Owners Name: King County Department of Natural Resources and Parks - Solid Waste Division Mailing Address: 201 South Jackson Street, Suite 701 Seattle WA City State ..No 98104 Zip CONTACT PERSON ho do we contact when your permit is ready to be issued' Name: Tom Creegan Day Telephone: Mailing Address: 201 South Jackson Street, MS:KSC -NR -0701 Seattle City E -Mail Address: Tom.Creegan @kingcounty.gov WA 98104 State Zip Fax Number: Z (' - a 4 ._ ELECTRICAL CONTRACTOR INFORMATION Company Name: _'EBtS 22 %l-Qrt -" E td--t l c Mailing Address: I "� I ( N 6) e -Z Contact Person: -J 5 ( 7 V u ,' (b (, J2 E-Mail Address: (f f tt 01 6011 0 tN titt t it , +I )i.. 4 7J) (l1 Contractor Registration Number: 1 kif�k-J ,) /2/ 6 j.) City State Zip Day Telephone: , , 4s7Z 7? Fax Number: )e-5:3- 77,2 � ) Expiration Date: / 3) -,)/1 / Valuation of Project (contractor's bid price): $ 120,000 Scope of Work (please provide detailed information): Install Puget Sound Energy primary conduits and vaults, and provide conduits and vaults for telephone (Qwest). tt &e civil alt.. -t .1) ❑ Yes ® No Will service be altered? ❑ Yes ® No Adding more than 50 amps? Type of Use: For future Bow Lake Transfer and Recycling Stations Type of work: New ❑ Addition ❑ Service Change ❑ Low Voltage ❑ Generator ❑ Fire Alarm Property Served by: ® Puget Sound Energy ❑ Seattle City Light H: Applicatiots\POrms- Applications On Line 1 -2009 - Electrical Permit Application.doc bh Ej Remodel ❑ Tenant Improvement ❑ Telecommunication ❑ Temporary Service Page 1 of 2 RESIDENTIAL NEW RESIDENTIALSEIWVICF ❑ New single family dwellings $145.60 (including an attached garage) ❑ Garages, pools, spas and outbuildings $78.00 ea ❑ Low voltage systems (alarm, furnace thermostat) $57.00 ea RE 'IDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $78.00 (no added/altered circuits) ❑ Service change with added/altered circuits $78.00 number of added circuits $11.00 ea ❑ Circuits added/altered without service change $52.00 (up to 5 circuits) ❑ Circuits added/altered without service change $52.00 (6 or more circuits) $7.30 ea ❑ Meter /mast repair $65.00 ❑ Low voltage systems $57.00 (alarm, furnace thermostat) PERMIT APPLICATION NOTES MULTI- FAIVIILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $60.00 ❑ Temporary service (generator) $75.00 ❑ Manufactured/mobile home service $80.00 (excluding garage or outbuilding) ❑ Carnivals $75.00 Number of concessions $10.00 ea Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review -- Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: t Print Name: 0 C r-C Mailing Address: 201 South Jackson Street, Suite 701 Date: j 9 o 5 i"t?,4t /''4Day Telephone: Z-0 - s= 4- Seattle WA 98104 City 1 Date Application Accepted: Wirrtn t oci Lc) Date Application Expires: eskirefrt State Zip Staff Initials: FI:Applicalions\Fom s- Applications On Line \I -2009 - Electrical Permit Application.doc bh 0 I cr-cl Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049037 Permit Number: EL10 -0257 Address: 18800 ORILLIA RD S TUKW Status: APPROVED Suite No: Applied Date: 04/05/2010 Applicant: BOW LAKE - PRIMARY CONDUIT & VAULTS Issue Date: Receipt No.: R10 -00614 Initials: WER User ID: 1655 Payment Amount: $917.70 Payment Date: 04/12/2010 03:29 PM Balance: $0.00 Payee: GARY MERLINO CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 187447 917.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR 000.322.101.00.00 917.70 Total: $917.70 PAYMENT RECEIVED rinr. RPCaint -OR Printari• 04 -12 -7010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: � � Type of Inspection: 00 Address: go Date Called: Special Instructions: Date Wanted: f` l io m f Requester: Phone No: Approved per applicable codes. - D Corrections required prior to approval. OM M ENTS: - fit! Q " rAit(1/ Inspector: cL7ONAlec Date: /lb to n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Ve- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 6io -O257 Project:t: / / / L- r/ILsv —L. Type of Inspection: 00 Address: �(jDate 01CO 04 WI 4'S1f. Called: .-. Special Instructions: 64/ PIlf Qic Date Wanted: a.m. Requester: Phone No: ElApproved per applicable codes. E1 Corrections required prior to approval. COMMENTS: V r 66441et 0 $60.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: 072610 Receipt No.: Date: INSPECTION RECORD ,t; to Retain a copy with permit tA4 -01 INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: l�+c� Type of Inspection: 7oo( Address:/foo ©RowiA- ► ' Date Called: Special Instructions: -�_ Date Wanted: S ^ fJ Requester: Phone No: flApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0-K1 N C°porr AJD Zr' RoAo Inspector: Date: ®5 /i ? f to ri $60.00 REINS I ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: as REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC APR 0 9 2010 City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: gi Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. City of Tukwila Public Works Permit Package Electrical Bow Lake Recycling and Transfer Station Expansion Project FILE COPY Pem It No. Plan review approval is subject to errors and omission. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved f i I Copy and conditions Is acknowledged: February 11, 2009 n;ifl ECK By Date: City OflUkvrlls BUILDING DIVISION CrtvOiEZ►ECDAiu► APR 052010 PERMIT CENTER a4o- o2'l Section 3 SPECIFICATIONS li IV RECK SECTION 16117 UTILITY VAULTS, HANDHOLES, AND HARDWARE PART 1 — GENERAL 1.01 SUMMARY A. Section includes vaults, handholes and hardware. 1.02 RELATED SECTIONS A. Section 02300 — Earthwork. B. Section 16130 — Conduits. 1.03 REFERENCES A. American Society for Testing and Materials (ASTM) 1. ASTM A 48, Standard Specification for Gray Iron Castings 2. ASTM A 82, Standard Specification for Steel Wire, Plain, for Concrete Reinforcement 3. ASTM A 185, Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete 4. ASTM A 416, Standard Specification for Steel Strand, Uncoated Seven - Wire for Prestressed Concrete 5. ASTM C 33, Standard Specification for Concrete Aggregates 6. ASTM C 260, Standard Specification for Air - Entraining Admixtures for Concrete 7. ASTM C 478, Standard Specification for Precast Reinforced Concrete Manhole Sections 8. ASTM C 494, Standard Specification for Chemical Admixtures for Concrete 9. ASTM C 881, Standard Specification for Epoxy- Resin -Base Bonding Systems for Concrete 0. ASTM C 891, Standard Practice for Installation of Underground Precast Concrete Utility Structures 1. ASTM C 913, Standard Specification for Precast Concrete Water and Wastewater Structures B. American Association of Highway and Transportation Officials (AASHTO) 1. AASHTO 198, Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants C. U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) 1. OSHA Part 1926, Safety and Health Regulations for Construction, Subpart 704, Requirements for Precast Concrete REVIEWED FOR COMPLIANCE NIT H NFPA 70 APR 0 9 2010 CITY of 1411 A APR 0 5 2010 PERMIT CENTER City of Tukwila BUILDING DIVISION 1 • C00272C08 §16117 —1/6 BLRTS - rev. 09/18/2008 UTILITY VAULTS, HANDHOLES, AND HARDWARE 1.04 DESCRIPTION A. Provide all utility vaults, handholes, and hardware as indicated on Drawings. 1.05 QUALITY ASSURANCE A. Perform Work in accordance with Section 01430 — Quality Assurance and Control. B. Manufacturer shall be experienced in successfully producing vaults, r ai`.• handholes, and hardware similar to that indicated for this Project, with ct =..1� sufficient production capacity to produce required units without causing delay L in the Work. Manufacturer shall have documented experience in the manufacture and supply of products for minimum of three (3) years. 1.06 SUBMITTALS A. General: Submit the following in accordance with Section 00700 — General Terms and Conditions, Article 4.4 — Submittals, and Section 01330 — Submittal Procedures: B. Shop drawings detailing items provided under this Section: 1. Vault covers 2. Duct entries 3. Pulling iron working toad 4. Lifting irons 5. ASTM Toad designation and percent increase in live Toad for impact 6. Vault section weights. C. Rebar and piling support details. D. Submittals for precast vaults shall bear the stamp of a registered professional engineer. E. Leadership in Energy and Environmental Design (LEED): 1 Provide completed LEED Materials Submittal Form, provided in Section 01800 — Sustainable Construction, to declare the recycled content, regional manufacture or source, and regional harvest content, as applicable, of the materials contained in this Section. PART 2 — PRODUCTS 2.01 MATERIALS A. VAULTS 1. Vaults shall be as manufactured by Utility Vault Company, Old Castle, or Approved Equal. 2. Vaults shall be precast, reinforced concrete sections (top, base, and where required, extension sections) with knockouts or duct terminators PVC end bells or Carlon (utility vault Term -A -Duct) for main conduit entrances with recessed keyways and subsidiary duct entrances. C00272C08 §16117 — 2/6 BLRTS - rev. 09/18/2008 UTILITY VAULTS, HANDHOLES, AND HARDWARE 3. Concrete inserts shall be set in interior surfaces of walls of each section to provide for cable rack mounting. 4. Base section shall be equipped with pulling -in irons located opposite each main cable entrance. 5. Refer to Drawings for vault details. 2.02 VAULT COVERS A. Cover shall be as manufactured of metal casting by Utility Vault Company, Old Castle, Neenah Foundry or Approved Equal, conforming to ASTM A48, Class 35B gray cast iron, with machine finished flat bearing surface. 2.03 PRECAST CONCRETE MATERIALS A. Concrete shall conform to ASTM C478 and as follows: 1. Compressive Strength: 5000 psi minimum at 28 days. 2. Air Content: 4% minimum. 3. Cementitious Materials: Minimum of 564 lb/cu yd. 4. Course Aggregates: ASTM C33. Sound, Crushed, Angular Granite Stone only. Smooth or rounded stone shall not be used. 5. Fine Aggregates: ASTM C33. Free from organic impurities. 6. Chemical Admixtures: ASTM C494. Calcium chloride or admixtures containing calcium chloride shall not be used. 7. Air Entraining Admixtures: ASTM C260. B. Reinforcing steel shall be ASTM A615 grade 60 deformed bar, ASTM A82 wire or ASTM A185 welded wire fabric. C. Lift loops shall be ASTM A416 steel strand. Lifting loops made from deformed bars shall not be allowed. D. Flexible Joint Sealants shall be butyl rubber based conforming to Federal Specification SS- S -210A, AASHTO -198, Type B -Butyl Rubber and maximum of 1 percent volatile matter and suitable for application temperatures between 10 °F and 100 °F. E. Epoxy gels shall be two- component, solvent -free, moisture - insensitive, high modulus, high strength, structural epoxy paste adhesive meeting ASTM C- 881, Type I and II, Grade 3, Class B and C, epoxy resin adhesive. 2.04 COMPONENTS A. Precast components shall be manufactured as described in this paragraph and in the following paragraphs for specific components. B. Lifting inserts, holes, and devices shall comply with OSHA Standard 1926.704. Lift holes and inserts shall be sized for precision fit with lift devices and shall not penetrate through structure wall. Precast Manufacturer shall provide lifting devices in a timely manner as to not adversely impact Project Schedule.. C. Joints shall be sealed intemally between tongue and groove and additionally around extemal perimeter of the joint as follows: C00272C08 §16117 — 3/6 BLRTS - rev. 09/18/2008 UTILITY VAULTS, HANDHOLES, AND HARDWARE 1. External seals shall consist of polyethylene backed flat butyl rubber sheet no Tess than 1/16" thick and 6" wide applied to outside perimeter of joint. 2. Internal seals shall consist of plastic or paper- backed butyl rubber rope no Tess than 14 ft long and having cross - sectional area no less than annular space times height of joint. 3. At option of Contractor, internal seals on round joints may consist of 0- ring gasket conforming. to ASTM C443, installed according to Precast Manufacturer's recommendation. D. Precast base sections shall be cast monolithically without construction joints or with approved galvanized or PVC water stop cast in the cold joint between base slab and walls. E. Wall and inside slab finish resulting from casting against forms standard for industry shall be acceptable. F. Form ties through the wall are not allowed. G. Exterior slab surfaces below grade shall have float finish. H. Small surface holes, normal color variations, normal form joint marks, and minor depressions, chips, and spalls will be tolerated. I. Dimensional tolerances shall be as set forth in appropriate references. J. Conduit openings shall not extend into corners of structures, but may extend across joint with Project Representative's approval. K. Knockout panel dimensions shall be as required by structural design at their maximum burial depth using design Toads specified herein. L. Components shall be manufactured in accordance with ACT, ASTM C890 and shall meet the following load requirements: 1. Horizontal load on walls and knockout panels shall be load of 80 psf per foot of burial depth (using a burial depth of 20 ft) plus a live lateral surcharge due to HS20 traffic load of 80 psf. 2. Vertical load on below grade adaptor slabs and tops shall be fill height of 20 ft assuming soil unit weight of 100 lb/ft, plus live HS20 traffic load. 3. Vertical Toad on covers supported around perimeter shall be live HS20 traffic load. M. Rectangular sub -grade components shall be manufactured in conformance with ASTM C913 and as follows: 1. Joints between precast components shall be keyways or tongue and groove. Joints to accept cast iron frames shall be flat and no less than 5" wide. 2. Construct access vault structures to sizes and elevations shown on Drawings. N. Manholes and hardware: 1. Each manhole shall be provided with one galvanized 3/4" rebar x 16" wide bolt -on ladder, mounting pads, and mounting hardware. Rungs shall be at 12" centers. Side rails shall be 2" x 5/16" flat bar. C00272C08 §16117 — 4/6 BLRTS - rev. 09/1812008 UTILITY VAULTS, HANDHOLES, AND HARDWARE 2. Each manhole entrance shall be supplied with one galvanized 3/4" x 16" wide bolt -on manhole step. O. Pull -In Irons: 1. Each wall of each vault will have a 7/8" hot - dipped galvanized pull -in iron centered under the new and future duct line openings. Pull -in irons will be McGraw - Edison, Joslyn, Oliver or Approved Equal. P. Vault Cable Rack Hardware: 1. Cable Rack: Chance #1225 or Approved Equal. 2. .Cable Rack Hooks: Chance #1231 or Approved Equal. 3. Cable Rack Insulators: Chance #1121 or Approved Equal. Q. Grade Rings: 1. Rings, covers, and frames shall be Class 35 gray iron. Covers and frames shall be Neenah Foundry #R -1530 manhole frame Type B non - rocking lid or Approved Equal. PART 3 - EXECUTION 3.01 REQUIREMENTS FOR PRECAST CONCRETE VAULTS A. Coordinate delivery of precast concrete vault and handholes components and hardware to Project Site with manufacturer. B. Handling of materials shall be done in accordance with ASTM C891 and manufacturer's recommendations. C. Components shall be handled and stored on Project Site using methods that will prevent damage. 3.02 PLACING PRECAST CONCRETE VAULTS A. Excavate to required depth and remove materials that are unstable or unsuitable for good foundation in accordance with Section 02300 - Earthwork. B. Prepare level, compacted foundation extending six (6) inch beyond base. C. Set base plumb and level. D. Thoroughly clean bells and spigots to remove dirt and other foreign materials that may prevent sealing. E. Unroll butyl sealant rope directly against spigot or keyway. Leave protective wrapper attached until sealant is entirely unrolled. Do not stretch. Overlap from side to side - not top to bottom. F. When recommended by manufacturer, fill void between horizontal joint surfaces with sand cement grout around the outside perimeter. G. After joining sections, apply butyl sealant sheet around outside perimeter of joint. H. Lift holes leaving Tess than two (2) inch of wall thickness shall be plugged from outside using sand cement mortar then covered with butyl rubber sheet. C00272C08 §16117 - 5/6 BLRTS - rev. 09/18/2008 UTILITY VAULTS, HANDHOLES, AND HARDWARE I. Lift holes penetrating wall shall be additionally sealed with epoxy gel on interior. J. Set frames or tops to required elevation sealing joints with butyl sealant rope and sheet. K. Provide pulling -in irons opposite and above each conduit entrance. L. Provide cable racks in each vault for support of conductors. M. Provide 3/4 inch x 10 foot copper ground rod at each vault. 3.03 CLEANING VAULTS A. Vaults shall be clean and left free of debris, silt, and rocks. END OF SECTION 16117 C00272C08 §16117 — 6/6 BLRTS - rev. 09/18/2008 UTILITY VAULTS, HANDHOLES, AND HARDWARE SECTION 16130 CONDUIT PART 1 — GENERAL 1.01 SUMMARY A. Section includes conduit and conduit fittings. 1.02 RELATED SECTIONS: A. Section 02300 — Earthwork. 1.03 REFERENCES A. ANSI C80.1 - American National Standard for Electrical Rigid Steel Conduit (ERSC); 2005. B. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association; 2006. C. NECA 101 - Standard for Installing Steel Conduit (Rigid, IMC, EMT); National Electrical Contractors Association; 2006. D. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; National Electrical Manufacturers Association; 2007. E. NEMA RN 1 - Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit; National Electrical Manufacturers Association; 2005. F. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit; National Electrical Manufacturers Association; 2003. G. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing; National Electrical Manufacturers Association; 2004. H. NFPA 70 - National Electrical Code; National Fire Protection Association; 2005 1.04 SYSTEM DESCRIPTION A. Provide an underground conduit system as shown on the Drawings. 1.05 SUBMITTALS A. General: Submit the following in accordance with Section 00700 — General Terms and Conditions, Article 4.4 — Submittals, and Section 01330 — Submittal Procedures: B. Product Data: Provide for metallic conduit, nonmetallic conduit, and fittings. C. Leadership in Energy and Environmental Design (LEED): 1. Provide completed LEED Materials Submittal Form, provided in Section 01800 — Sustainable Construction, to declare the recycled content, regional manufacture or source, and regional harvest content, as applicable, of the materials contained in this Section. C00272C08 BLRTS - rev. 09118/2008 §16130 — 1/3 CONDUIT 1.06 QUALITY ASSURANCE A. Perform Work in accordance with Section 01430 — Quality Assurance and Control. B. Conform to requirements of NFPA 70. C. Products: Listed and classified by Underwriters Laboratories Inc. as suitable for purpose specified and shown. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver products to the Project Site under provisions of Section 01600 — Product Requirements. B. Store and protect products under provisions of Section 01600 — Product Requirements. C. Store in original protective packaging until time of installation. PART 2 — PRODUCTS 2.01 CONDUIT REQUIREMENTS A. Conduit Size: Comply with NFPA 70. 1. Minimum Size: 1 inch unless otherwise specified. B. Underground Installations: 1. Use thickwall nonmetallic conduit. C. Outdoor Locations Above Grade: Use rigid steel conduit. 2.02 METAL CONDUIT A. Rigid Steel Conduit: ANSI C80.1. B. Fittings and Conduit Bodies: NEMA FB 1; material to match conduit. 2.03 PVC COATED METAL CONDUIT A. Description: NEMA RN 1; rigid steel conduit with external PVC coating, 20 mil thick. B. Fittings and Conduit Bodies: NEMA FB 1; steel fittings with external PVC coating to match conduit. 2.04 NONMETALLIC CONDUIT A. Description: NEMA TC 2; Schedule 40 PVC. B. Fittings and Conduit Bodies: NEMA TC 3. PART 3 — EXECUTION 3.01 PREPARATION A. Field Measurements: Verify that field measurements are as shown on Drawings. B. Verify routing and termination locations of conduit prior to rough -in. C00272C08 BLRTS - rev. 09/18/2008 §16130 - 2/3 CONDUIT 3.02 INSTALLATION A. Install system in accordance with applicable codes and regulations, manufacturer's written instructions, and this Section. 1. Install conduit securely, in a neat and workmanlike manner, as specified in NECA 1. 2. Install steel conduit as specified in NECA 101. 3. Install nonmetallic conduit in accordance with manufacturer's instructions. B. Arrange supports to prevent misalignment during wiring installation. C. Route exposed conduit parallel and perpendicular to walls. D. Route conduit in and under slab from point -to- point. E. Maintain adequate clearance between conduit and piping. F. Cut conduit square using saw or pipecutter; de -burr cut ends. G. Bring conduit to shoulder of fittings; fasten securely. H. Join nonmetallic conduit using cement as recommended by manufacturer. Wipe nonmetallic conduit dry and clean before joining. Apply full even coat of cement to entire area inserted in fitting. Allow joint to cure for 20 minutes, minimum. I. Provide suitable pull string in each empty conduit except sleeves and nipples. J. Use suitable caps to protect installed conduit against entrance of dirt and moisture. 3.03 FIELD QUALITY CONTROL A. Contractor shall verify conduit installation by use of appropriately sized mandrel, pulled through each conduit after installation. B. Repair of any conduit that fails mandrel pull tests shall be at the Contractor's expense. END OF SECTION 016130 C00272C08 BLRTS - rev. 09/18/2008 §16130 — 3/3 CONDUIT SECTION 16195 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 — GENERAL 1.01 SUMMARY A. Section includes underground warning tape. 1.02 RELATED SECTIONS: A. Section 02300 — Earthwork. 1.03 REFERENCES A. Comply with the requirements of Section 01095 — Reference Standards; and as listed herein. 1.04 SYSTEM DESCRIPTION A. Provide underground warning tape above the entire length of conduit installed below ground. Refer to Section 16130 — Conduit and the Drawings for conduit installation. B. Provide label on vault, manhole, and handhole covers as indicated on Drawings. 1.05 SUBMITTALS A. General: Submit the following in accordance with Section 00700 — General Terms and Conditions, Article 4.4 — Submittals, and Section 01330 — Submittal Procedures: B. Product Data: Descriptive data indicating color, material, and markings. C. Leadership in Energy and Environmental Design (LEED): 1. Provide completed LEED Materials Submittal Form, provided in Section 01800 — Sustainable Construction, to declare the recycled content, regional manufacture or source, and regional harvest content, as applicable, of the materials contained in this Section. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver products to the Project Site under provisions of Section 01600 — Product Requirements. - B. Store and protect products under provisions of Section 01600 — Product Requirements. C. Store in original protective packaging until time of installation. PART 2 — PRODUCTS 2.01 MATERIALS A. Underground warning tape: Four (4) inch wide plastic tape, detectable type colored red with suitable warning legend describing buried electrical lines. C00272C08 §16195 —1/2 BLRTS - rev. 09/18/2008 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 3 — EXECUTION , 3.01 PREPARATION A. Field Measurements: Verify on job before beginning Work. 3.02 INSTALLATION A. Install system in accordance with applicable codes and regulations, manufacturer's written instructions, and this Section. B. Identify underground conduits using underground warning tape. Install one tape per trench at three (3) inches below finished grade END OF SECTION 16195 C00272C08 §16195 — 2/2 BLRTS - rev. 09/18/2008 IDENTIFICATION FOR ELECTRICAL SYSTEMS WERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: E1_10 -0257 DATE: 04/05/10 PROJECT NAME: BOW LAKE - PRIMARY CONDUIT & VAULTS SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS BLi1ding D visio ��111 Public Works Fire Prevention ❑ Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04/06/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: Structural Review Required ri No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/04/10 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • Electrical Contractor A business licensed by LEI to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company Amaya Electric 2535828566 Po Box 98686 Lakewood Wa 984968686 Pierce Corporation Marles Corp UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600089108 Active AMAYAE'274B3 Electrical Contractor 1/23/1973 1/31/2012 General Unused MASTER ELECTRICIAN INFORMATION License AMAYAJ *978M8 Name Amaya, John Status Active Business Owner Information Name Role Effective Date Expiration Date Amaya, John &Nbsp; 01/01/1980 Amaya, Marlies &Nbsp; 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 OHIO CASUALTY INS CO 2931549 01/31/1991 Until Cancelled $4,000.00 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type https: // fortress .wa.gov /lni/bbip /Print.aspx 05/06/2010 HOLD DOWN BOLTS INCLUDED B1017 HANDHOLE 10” x 17" x 11" (INSIDE DIMESIONS) 20" i• iw.awi.... ;lf1firll'f;l±fifiiT —i l.t- I,wi:l�i — i r 1 ► , -i :13 3/8" rT 1/2" .-1--t=-:-L1-411± I ' I I I •I -.f I--i 11'.1 -1 -4 r l l l i 1 -F°-i -r-r -i 1 -1. CYB1017JH DETAI L LIGHTING HANDHOLE SCALE: NO SCALE END BELL, TYP. QWEST VAULT 25 -TA 5'--0" MIN. DETAIL Ell /- POWER VAULT 1 575�LA r—.' 'SA L J —7 % AJ Gti s i'r'is:! ! r. may. r — RAY 3'S� •_i +? — ti• ij �'i'•: ii „._ ii LIGHTING POLE BASE SEE 5413 17:::14 Ili 1 ` • 4 • i W J • i. 9. VARIES FINAL GRADE 24" MIN. DESIGNED 11/10/08 5L 1" CONDUIT WIT PULL STRING SECTION AREA LUMINAIRE ANCHOR BASE FOR POLES (IN RETAINING WALL) SCALE: NO SCALE 7' 0" CAP „....=... LEN i ii ii •1IIUI l� MIMI Nil I IKE II 1E111 IIIIIIIIII 1111111111 II= .ii DOUBLE NUT FOR LEVELING MAKE POLE PLUMB 24" MIN. 24" MIN. SECTION AREA LUMINAIRE ANCHOR BASE FOR POLES SCALE: NO SCALE RL VERIFY SCALE E 11/10/08 SL NR BAR IS ONE INCH ON D 9/18/08 SL NR ANSI *D" DRAWING ADDENDUM 6 ISSUE? FOR BID 1 " REV DATE ' CH K D APP'D REVISION DESCRIPTION Fl NAL GRADE 1 "CONDUIT LIGHTING POLE .BASE SEE S413 ---,---- - 1 - q I S i , Lc J • L • �. REFER TO RETAINING WALL D DRAWING 2/E14 King County Department of Natural Resources and Parks Solid Waste Division VARIES FINAL GRADE Ar. 24" MIN. 1 " CONDUIT WI PULL STRING SECTION AREA LUMINAIRE ANCHOR BASE FOR POLES (IN RETAINING WALL) SCALE: NO SCALE 7' 0" 11W MK CAP DOUBLE NUT FOR LEVELING MAKE POLE PLUMB 24" MIN. 24" MIN. SECTION AREA LUMINAIRE ANCHOR BASE FOR P0115 SCALE: NO SCALE �INTRPACE ENGINEERING Consulting Engineers R.W. Sack Inc. 1001 Fourth Avenue, Shiite 2500 Seattle, WA 98154 -1004 (206) 69547110 rommd Nie Wok Prepai 12020 113th Ave.NE, Suite 200 Kirkland, WA 98034 425.il11M2 OFRCE 425.820.1628 rix FINAL GRADE 1 "CONDUIT ELECTRICAL SYMBOLS AND ABBREVIATIONS POWER POWER VAULT QWEST VAULT -- SITE LIGHTING CONCRETE POLE BASE EW- CONCRETE ENCASE DUCTBANK E REFER TO RETAINING WALL D DRAWING 2/E14 A c CAN CU KV KVA KW MCA MOCP PH PSE TrP UL v UNDERGROUND / BELOW GRADE CONDUIT REFERENCE NOTE DETAIL BUBBLE ABBREVIATIONS AMPERES, AMBER CONDUIT CABLE TELEVISION COPPER KILOVOLT KILOVOLT AMPERES KILOWAi r MINIMUM CIRCUIT AMPS MAXIMUM OVERCURRENT PROTECTION PHASE PUGET SOUND ENERGY TYPICAL UNDERWRITERS LABORATORIES VOLTS, VOLTAGE FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize l th� violation of any adopted code or ordinance pt 11 `� any of approved Fie Copy and conditions is edged: By , Date: City Of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal c t i include may .� i_. •ude additional plan rep' v, fees ELLQ Q257 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT ELECTRICAL SYMBOLS ABBREVIATIONS, DRAWING INDEX AND DETAILS REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC APR 0 9 2010 City of •Tukwila BUILDING DIVISION RECEIVED APR 0 5 2010 PERMIT CENTER PROJECT NUMBER: 11- 00839- -20001 SHT. OF 106 110 DRAWING NUMBER: El l FILE: P,-,.E11.DWG — El1 I EDIT: 11 /7/2008 4:17 PM BY SOPHIEL I PLOT: 11/10 /2008 3: 10 PM BY ERIC LEANO 4 t Lc J • L • �. REFER TO RETAINING WALL D DRAWING 2/E14 King County Department of Natural Resources and Parks Solid Waste Division VARIES FINAL GRADE Ar. 24" MIN. 1 " CONDUIT WI PULL STRING SECTION AREA LUMINAIRE ANCHOR BASE FOR POLES (IN RETAINING WALL) SCALE: NO SCALE 7' 0" 11W MK CAP DOUBLE NUT FOR LEVELING MAKE POLE PLUMB 24" MIN. 24" MIN. SECTION AREA LUMINAIRE ANCHOR BASE FOR P0115 SCALE: NO SCALE �INTRPACE ENGINEERING Consulting Engineers R.W. Sack Inc. 1001 Fourth Avenue, Shiite 2500 Seattle, WA 98154 -1004 (206) 69547110 rommd Nie Wok Prepai 12020 113th Ave.NE, Suite 200 Kirkland, WA 98034 425.il11M2 OFRCE 425.820.1628 rix FINAL GRADE 1 "CONDUIT ELECTRICAL SYMBOLS AND ABBREVIATIONS POWER POWER VAULT QWEST VAULT -- SITE LIGHTING CONCRETE POLE BASE EW- CONCRETE ENCASE DUCTBANK E REFER TO RETAINING WALL D DRAWING 2/E14 A c CAN CU KV KVA KW MCA MOCP PH PSE TrP UL v UNDERGROUND / BELOW GRADE CONDUIT REFERENCE NOTE DETAIL BUBBLE ABBREVIATIONS AMPERES, AMBER CONDUIT CABLE TELEVISION COPPER KILOVOLT KILOVOLT AMPERES KILOWAi r MINIMUM CIRCUIT AMPS MAXIMUM OVERCURRENT PROTECTION PHASE PUGET SOUND ENERGY TYPICAL UNDERWRITERS LABORATORIES VOLTS, VOLTAGE FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize l th� violation of any adopted code or ordinance pt 11 `� any of approved Fie Copy and conditions is edged: By , Date: City Of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal c t i include may .� i_. •ude additional plan rep' v, fees ELLQ Q257 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT ELECTRICAL SYMBOLS ABBREVIATIONS, DRAWING INDEX AND DETAILS REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC APR 0 9 2010 City of •Tukwila BUILDING DIVISION RECEIVED APR 0 5 2010 PERMIT CENTER PROJECT NUMBER: 11- 00839- -20001 SHT. OF 106 110 DRAWING NUMBER: El l FILE: P,-,.E11.DWG — El1 I EDIT: 11 /7/2008 4:17 PM BY SOPHIEL I PLOT: 11/10 /2008 3: 10 PM BY ERIC LEANO EXISTING CELL TOWER SITE PREP LUMINAIRE BASE SCHEDULE TYPE NO. SA1-I 10 SAH 11 SAH 12 SAH 1143 SAH DESCRIPTION DRAWINGS No. DETAIL 5 DETAIL 6 DETAIL 5 DETAIL 5 DETAIL 3 1 1 NOTE LIGHT POLE BASE IN RETAINING WALL D LIGHT POLE BASE IN RETAINING WALL C LIGHT POLE BASE IN RETAINING WALL C LIGHT POLE BASE 1N RETAINING WALL C - 7 _ • - , SOLD • 285 PROVIDE TRENCHING AND BACKFILL FOR PSE PROVIDED 575—LA POWER VAULT. COORDINATE WITH PSE FOR ADDITIONAL REQUIREMENT. PROVIDE 25—TA TELEPHONE VAULT, AND COVER WITH ADJUSTABLE FRAME (NO. 38/25—TA). BY UTILITY VAULT OR APPROVED. SEE 5/E13. c 03 CONCRETE ENCASED 2" CONDUIT WITH PULL STRING. PROVIDE TRENCHING AND BACKFILL FOR PSE PROVIDED 777—LA TRANSFORMER VAULT. COORDINATE WITH PSE FOR ADDITIONAL REQUIREMENT. POWER VAULT ---- I .••11•1 1-.1,• • ••.- •- •.... •,."•, 1,1-•-, .1,•- -. _ • Att--litOU TRANSFORMR COORDINATE WITH QWEST FOR INSTALLATION REQUIREMENT PRIOR COMMENCING WORK. (6) FOR TIRE WASH AND TANK, SEE DRAWING 027 FOR REQUIREMENT, . „.. • • „. • ,. 1 Lasio*---- 240 " • REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC APR 0 9 2010 • •.•.••• .• • ..... ..•• .•.• ....,..... - . • • - ,• . • • • .. -••1.1,-- 1., ' • •.....- . . „ „. - . • / . • . • • • - • 0 •a DATE King County Department of Natural Resources and Parks Solid Waste Division �INTERFACE ENGINEERING CORSO g Engineer3 Beck, inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (208) 8954700 12020 113th Ave.NE, Suite 200 Kirkiana, WA 98034 425420.1542 OFFICE 425.820,162B FAx : i I City ot Tukwila BUILDING DIVISION RECEIVED APR 05 2010 PERMIT CENTER CONTROL POINTS NORTHING EASTING ELEVATION DESCRIPTION El 151565.87 1285059.71 270.65 TOP VAULT SE COR E2 161570.47 1285060.50 270.65 TOP VAULT NE COR E3 161963.17 1285115.74 272.84 TOP VAULT SE COR E4 161970.10 1285116.69 272.84 TOP VAULT NE COR E5 14+98.9 16.75L E6 1 6+51 .2 16.751.. E7 161553.88 1285057.66 TOP VAULT SE COR E8 161558.97 1285058.53 TOP VAULT NE COR E9 161955.06 1285114.63 TOP VAULT SE COR El 0 161960.20 1285115.33 TOP VAULT NE COR 50 0 50 100 1"--50'-0" 6iimilmiCiPann="1"11 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT ELECTRICAL SITE PLAN - POWER AND SIGNAL FILE: P_E12,DWG E12 1 EDT: 11/10/200a 3:09 PM BY ERiCL 1 PLOT: 11/10/2008 3:11 PM BY ERIC LEANO CLASS 3000 L 1 1 CONCRETE ENCASED ENTIRE LENGTH RED-TINTED t c _LEGEND: e 4' CONDUIT WITH PULL STRING (PSE) COVER WITH ADJUSTABLE FRAME NO. 3S /25 -TA 220 LBS. -I-F-t-1-i--I-i-!•-t-1-I-I-1- I -{ I i I• -I -i• I. 1 i •I- i -I -I- I -i I I i I - I- I I -I• -i I -I -I -i - t,+I��IE,! E t l i -i -i 3 I•-^i I I-1-1 i_t f'f -I I• 1 1 -I I -I�- I- ••I-- I••••I- i- I--i- �- �I•-I• i -i•- i- i- t- I- f• °1-1-i- I -I-•1 -- F- i -i -{- - I- -i -I -i •! -1 -1 -- I -I -I -I ~ -I -1- 71 -k -I CLASS 3000 CONCRETE ENCASED ENTIRE LENGTH RED - TINTED NOTES: 1. CLEARANCES ARE TYPICAL FOR ALL DUCTBANKS UNLESS NOTED OTHERWISE. 2. COORDINATE EXCAVATION WITH UNDERGROUND UTILITIES: SEE SITE PLAN. #4 REBAR HOOP --- ---�.. AT APPROXIMATELY 2' -O" ON CENTER 12" REBAR AT CORNER 1 -1 /2" FROM EDGE LEGEND: DETAIL CLASS 3000 RECEIVED APR 05 2010 PERMIT CENTER #4 REBAR HOOP AT APPROXIMATELY 21 -0" ON CENTER 12" REBAR AT CORNER 1 -1 /2" FROM EDGE CLASS 3000 CONCRETE ENCASED ENTIRE LENGTH RED-TINTED 0 4" CONDUIT WITH PULL STRING (PSE) 0 4" CONDUIT WITH PULL STRING (QWEST) DETAIL DETAIL TYPE 25 -TA - MANHOLE SCALE: NONE 0 4" CONDUIT WITH PULL STRING LIGHTING REVIEWED.F COMPLIANCE NFPA 70 - N APR 0 9 201 z° VERIFY SCALE BAR IS ONE INCH ON D ANSI "D" DRAWING 0 1" REV ADDENDUM 6 ISSUED FOR BID King County Department of Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154- 1004 (206) 695 -4700 12020 113th Ave,NE, Suite 200 Kirkland. WA 98034 126.11711.1542 OFRCE 425.820.1628 FAX t ELO �Z57 FILE: P_E13.DWG -- E13 I EDIT: 11/10/2008 9:09 AM BY ER1CL I PLOT: 11110/2008 3:11 PM BY ERIC LEAN° SECTION - NOT USED RETAINING WALL B SCALE: 3/4" = 1,--0" El 2 TOP OF PILE ELI DESIGNED SL DRAWN e RL 11/10/0; SL NR ADDENDUM 6 J SCALE i=' VERIFY BAR IS ONE INCH ON ANSI "D" DRAWING D 9/18/08 SL NR ISSUED FOR BID 0 ttl1MIONII 1" REV DATE CHWD . APP'D REVISION DESCRIPTION _ FILE: P_E14.0RNC - 914 1 EDIT: 11/7 /2008 2A7 PM BY ERICL I PLOT: 11/10/2008 3 :12 PM SY ERIC LEANO TOP OF WALL SEE ELEIAT I0N 18" CAP CONCRETE LIGHT POLE BASE, SEE DETAIL 5 & 6/E11 24" MIN. 24" SECTION RETAINING WALL. D SOLDIER PILE WALL SCALE: 3/4" = 1 ° --O" Ding County Department of Natural Resources and Parks Solid Waste Division L. 1" CONDUIT, SEE DETAIL 5 & 6/E11 RIGID STEEL CONDUIT 48" RADIUS 1 36" MIN 1 PVC TO STEEL CONDUIT ADAPTER 4" RIGID STEEL CONDUIT RISER SECTION EXISTING UTILITY RISER POLE NEW RISER CONDUIT EXISTING RISER CONDUIT RISER POLE PLAN NOTE: RISER CONDUIT SHALL BE INSTALL PER PSE REQUIREMENT. COORDINATE ALL WORK WITH PSE /POTELCO JOSE V' 3AS PRIOR TO INSTALLATION. DETAIL RISER POLE DETAIL SCALE: NONE El 2 9i E fJ i NTERFACE ENGINEERING Consulting Engineers I.W. Beck, Inc. 1001 Fourth Avenue, Sutte2E00 Seattle, WA 98154 -1004 (206) 895 -4700 Cadent balsa 12020 113th Ave.NE, Suite 200 Kirkland, WA 98034 :15112 o 425.820.1628 FAX REVIEWED FOR H COMPLIANCE APR 092010 City o Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT ELECTRICAL DETAILS RECEIVED APR 05 2010 PERMIT CENTER PROJECT NUMBER: 11 - 00839 - -20001 SI-IT. OF: 109 DRAWING NUMBER: L L 11 it c c c L t 1 c i c L L :) c c , UND ,\61 .ONDU11 • FYI`} 1 iNG ()WEST f'r.-DESTAL l)Ni:i TIL.I EXS.J NG PSE VAULT Y SL PHOTO EXISTING UTILITIES SCALE: NO SCALE VE RI F L SCALE BAR IS ONE INCH ON ANSI "i:)" DRAWING 0 l :r -- _DATE P}Y,^.N' - filT9S�. rz =_vt.miv: .SCTLw� afigia=r1 e•: Ei 5 14.I )l to 9/17/ ,-?..008 4: 49 PM BY ERICL I I 9/17/2008 44: 50 PM BY ERH ISSUED FOR BID IEVISION DESCRIPTION PII•.L a mF,.. dSiF,S?. a PA'y; '.'. 1111111111111111111' .. krrM-M0,,i EXISTING ()WEST PEDESTAL.. unity riepa ,r rat of W5 oral so.Irn- and ar S ante � I!/! 0 1111111111111111111111. gMigerga',YA MSC R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 981541004 (206) 695 -4700 PHOT EXISTING UTILITIES SCALE: NO SCALE 1 NTER FAC (-:NG INEER!NG Consulting En gin cers Contact Nick Rich 1? cj, ct 2007-011 AbX?.HP.,Y IMA SM- PYA.`n,MP. S3 . fil.M. . !aM +,l . .M. (k;.1: 1 2020 1 13th Ave.NE, Suite 200 Kirkland, WA 98034 425,1291542 OFFICE 425,820,1628 FAX E12 ILtO 0 -57 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT FOR 5. WITH 70 - NEC AM 0 9 2010 c � Tukwila�r. BUILL DIVISION RECEIVED APR 05 2010 PERMIT CENTER ENLARGED EXISTING UTILITIES LOCATION PROJECT NUMBER: 11- 00839- -20001 SHT. OE: 110 DRAWING NUMBER: L•1 ) LC) LC) 8 Q 0 LLI LL rt 00 0 U 0 cn 0 w C�?