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Home My WebLink About4.579 Original Contract ,... . -<I. 5 7 q . PROJECT MANUAL for , \ POWER POLE REPLACEMENTS WF -65680 CITY OF PORT ANGELES WASHINGTON FEBRUARY 200~ GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES STEPHEN SPERR, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES X~~/ William Bloor, City Attorney For information regarding this project, contact: Craig Fried City of Port Angeles Contract Specialist (360) 417-4541 Original # 1 '. PROJECT MANUAL POWER POLE REPLACEMENTS SCOPE OF WORK Replace existing wood poles at various locations in the City of Port Angeles (COPA) power distribution system. Work includes providing all labor and equipment required. Material will be provided by the City of Port Angeles. Poles, crossarms, and other hardware removed shall be delivered to the City of Port Angeles storage yard. Installation shall be performed according to the City of Port Angeles Construction Standards and other details included in these documents. . Refer to detailed drawings in Appendix A of this document. All work shall be completed according to requirements of the 2007 edition of the National Electrical Safety Code (NESC), plus applicable OSHA and WISHA rules. Section 1 of the 2006 Washington State Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction shall be incorporated into this project manual by reference. Bid price shall 5e a lump sum to include all work to complete the installation, including the furnishing of all labor, tools, and equipment needed, and removal of material noted to be removed. Poles, crossarms, and other pole hardware will be provided by the City. ADDITIONAL REQUIREMENTS 1. Sealed bids will be received by the Public Works and Utilities Director until 2:00 PM, Tuesday, February 26, 2007 and will be opened and read in the Public Works & Utilities Conference Room, Port Angeles City Hall, 321 East Fifth Street, Port Angeles, W~shington 98362. Questions may be directed to Craig Fried, Contract Specialist, at (360) 417-4541. 2. Bids must be sealed with the outside of the envelope marked "BID OPENING DATE February 26,2008, CONTRACT NO. WF-65680". The name and address of the bidder shall also appear on the outside of the envelope. Bids shall be addressed: Public Works and Utilities Department Attn: Director of Public Works PO Box 1150, 321 East Fifth Street Port Angeles, Washington 98362 3. The most recently issued Washington State Prevailing Wage Rates for Clallam County, a copy of which is attached to this Project Manual, shall apply to this Contract. Contractor shall file a "Statement of Intent to Pay Prevailing Wages" with Washington Department of Labor and Industries. PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 1 of 12 4. The bid may be awarded to the lowest responsible bidder from the group of Small Works Roster contractors asked to bid on this work. If the bid is awarded, the attached Contract will then be signed, requiring the Contractor to meet the requirements in the Contract. No bidder will be permitted to withdraw its bid between the closing time for receipt of bids and the execution of a Contract, unless the award is delayed for a period exceeding sixty (60) calendar days. 5. Bids shall be received no later than 2:00 pm, February 26, 2008. 6. Because this Contract is estimated to be greater than $35,000, a bid bond, performance and payment bond, and retainage will be required for this work. A. The bid bond must be executed 'by the bidder and the surety company. The amount of the bid bond shall not be less than 5% of the total bid amount and may be shown in dollars or on a percentage basis. B. The successful bidder will need to provide a Performance and Payment bond, to be executed by the successful bidder and their surety. The amount of the bond must be equal to the total bid amount. C. A retainage of 5% will be withheld from payment applications until all deficiencies identified during the final inspection are corrected. 7. Contractor shall provide workers that are "Qualified Electrical Workers" as defined by OSHA 1910.269, WAC 296-45, and members of the International Brotherhood of Electrical Workers, with the training required by NESC Section 44. 8. A copy of the Contractor's Certificate of Registration must be submitted with the bid. 9. Contractor is responsible for all permits and fees required for completion of the described work. City electrical and building permits are not required. Right-of-Way use permits will be required to block any street, unless f1aggers are used. 10. The performance period for this work is 120 calendar days. 11 . Work shall be completed in compliance with the attached drawings and specifications, including the following appendicies to this project manual: 11.1 Washington State Prevailing Wage Rates 11 .2 Specification Section 16315 11.3 Appendix A - Staking Sheets 11 .4 Appendix B - City of Port Angeles Construction Standards PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 2 of 12 BID FORM POWER POLE REPLACEMENTS ~The bidder he~~by bids th-~-following a~ounts for-~II~~rk (including I~b~ equipment, time and materials) required to perform all work described in the ! C~~ract Docume~ts. ____.___ ._.J Lump Sum $ 59,000.00 Sales Tax (8.4%) $ 4,956.00 Total Bid $ 63,956.00 The bidder hereby aCknowledges that it has received Addenda No(s). 1,2, & 3 (Enter uN/A" if none were issued) to this Project Manual. The name of the bidder submitting this bid and its business phone number and address, to which address all communications concerned with this bid and with the contract shall be sent, are listed below. Bidder's firm name MICHELS CORP., Michels Power Division Complete address PO Box 15059 (Street address) Tumwater, WA 98511 (City) Registration Number MICHEC*999JB (Stale) (Zip) UBI Number 601 061 071 Telephone No. (360)236-0472 Signed by Cf) ~ ~ ~ - Title West Region Mgr. Printed Name: John A. Brown PW-407_10 [rev. 7/19/07] Small Works Roster Project Manual Page 3 of 12 PUBLIC WORKS CONTRACT This Contract is made and entered into in duplicate this ~day of ~. 0 ,2008, by and between the City Of~. a (fn-chartl code city of the State of Was hi gton, hereinafter referred to as "the City", and _ V r.tJ4p., hereinafter referred to as "the Contractor". WITNESSETH: Whereas, the City desires to have certain public work performed as hereinafter set forth, requiring specialized skills and other supportive capabilities; and Whereas, the Contractor represents that it is qualified and possesses sufficient skills and the necessary capabilities to perform the services set forth in this Contract. NOW, THEREFORE, in consideration of the terms, conditions, and agreements contained herein, the parties hereto agree as follows: I . Scope of Work. The Contractor shall do all work and furnish all tools, materials, and equipment in order to accomplish the following project: POWER POLE REPLACEMENTS in accordance with and as described in this Contract and the Project Manual, which include the attached Description of Work, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract, except as may otherwise be provided in the Project Manual. 2. Time for Performance and Liquidated Damages. a. Time is of the essence in the performance of this Contract and in adhering to the time frames specified herein. The Contractor shall commence work within 10 working days of Notice to Proceed, and said work shall be substantially completed within 120 calendar days of the Notice to Proceed, unless a different time frame is expressly provided in writing by the City. b. If said work is not substantially complete within 120 calendar days of the Notice to Proceed, the Contractor may be required at the City's sole discretion to pay to the City liquidated damages of $100 for each and every day said work remains uncompleted after the expiration of the specified time, unless an extension is granted by the City. 3. Compensation and Method of Payment. PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 6 of 12 b. Should a court of competent jurisdiction determine that this Contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Contract. 7. Insurance Requirements. The Contractor shall procure and maintain for the duration of the Contract, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. Failure by the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the City may, after giving five working days notice to the Contractor to correct the breach, immediately terminate the Contract or at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City, off set against funds due the Contractor from the City. a. Minimum Scope of Insurance The Contractor shall obtain insurance of the types described below: 1. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 11. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 Oland shall cover liability arising from premises, operations, stop gap liability, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO Additional Insured endorsement CG 20 10 10 01 and Additional Insured-Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage. PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 8 of 12 lll. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. IV. Builders Risk insurance covering interests of the City, the Contractor, Subcontractors, and Sub-contractors in the work. Builders Risk insurance shall be on a all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood and earthquake, theft, vandalism, malicious mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance covering the work will have a deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for floor and earthquake perils may be accepted by the City upon written request by the Contractor and written acceptance by the City. Any increased deductibles accepted by the City will remain the responsibility of the Contractor. The Builders Risk insurance shall be maintained until fmal acceptance of the work by the City. b. Minimum Amounts of Insurance The Contractor shall maintain the following insurance limits: 1. Automobile Liabilitv insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 11. Commercial General Liability insurance shall be written with limits no less than $3,000,000 each occurrence, $3,000,000 general aggregate and a $3,000,000 products-completed operations aggregate limit. lll. Builders Risk insurance shall be written in the amount of the completed value of the project with no coinsurance provisions. c. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability insurance. 1. The Contractor's insurance coverage shall be primary insurance as respect to the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be in excess of the Contractor's insurance ano shall not contribute with it. 11. The Contractor's insurance shall not be cancelled or reduced as to coverage by either party, except after forty-five (45) days prior written notice by certified mail, return receipt requested, has been given to the City. d. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. PW-407 _10 [rev. 7/19/07] Small"Works Roster Project Manual Page 9 of 12 e. Verification of Coverage The Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. Before any exposure to loss may occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that includes all applicable conditions, exclusions, definitions, terms and endorsements related to this project. f. Contractor's Insurance For Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. g. Waiver of Subrogation The Contractor and the City waive all rights against each other, any of their Subcontractors, Subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extent covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 8. Compliance with Laws. a. The Contractor shall comply with all applicable federal, state, and local laws, including regulations for licensing, certification, and operation of facilities and programs, and accreditation and licensing of individuals, and any other standards or criteria as set forth in the Project Manual. b. The Contractor shall pay any applicable business and permit fees and taxes which may be required for the performance of the work. c. The Contractor shall comply with all legal and permitting requirements as set forth in the Project Manual. 9. Non-discrimination. The parties shall conduct their business in a manner which assures fair, equal and nondiscriminatory treatment of all persons, without respect to race, creed, color, sex, Vietnam era veteran status, disabled veteran condition, physical or mental handicap, or national origin, and, in particular: a. The parties will maintain open hiring and employment practices and will welcome applications for employment in all positions from qualified individuals who are members of the above-stated minorities. PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 10 of 12 b. The parties will comply strictly with all requirements of applicable federal, state or local laws or regulations issued pursuant thereto, relating to the establishment of nondiscriminatory requirements in hiring and employment practices and assuring the service of all patrons and customers without discrimination with respect to the above-stated minority status. 10. Assignment. a. The Contractor shall not assign this Contract or any interest herein, nor any money due to or to become due hereunder, without first obtaining the written consent of the City, nor shall the Contractor subcontract any part of the services to be performed hereunder without first obtaining the consent of the City. b. ~he" Cpntractor hereby assi~s to the City any and all claims for overcharges :resulting from antitrust violations as to goods and materials purchased in connection with this Contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid or other event establishing the price of this Contract. In addition, the Contractor warrants and represents that each of its suppliers and subcontractors shall assign any and all such claims for overcharges to the City in accordance with the terms of this provision. The Contracto'r'further agrees to give the City immediate notice of the existence of any such claiin. 11. Contract Administration. TQ.,f1..f!..'1 OAkl ~v i ST ~his Contract shall be administered by Le..5 Ie,/. Re-cJ I e.y on behalf of the Contractor, r;) and by reig PI ie6-, Contract Specialist, on behalf of the City. Arty written notices required by the or] terms of this Contract shall be served or mailed to the respective designated contract adciinistrator at the following addresses: Contractor: City: M ~ c_le-ls Rwe.R.. p. O. bex 15059 75\ \ TeAlMiNA\ S, S l:J l:- f\AWA,e.-r<.. ~vA 9 cg511-' 5()5~ City of Port Angeles P.O. Box 1150 321 East Fifth Street Port Angeles, W A 98362-0217 12. Interoretation and Venue. This Contract shall be interpreted and construed in accordance with the laws of the State of Washington. The venue of any litigation between the parties regarding this Contract shall be Clallam County, Washington. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the day and year first set forth above. PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 11 of 12 CONTRACTOR: ~e\~ ~owe( Name of Contractor By: q L---... 0... ~,~_... Title:.u1s-ter{\. ~Q<J()ra\ Iilr.V\0.f:f(" :l l (., . , .' "': CITY OF PORT ANGELES: By: ~~ Appro led as to Form://-- / Attest: ^-, <!~. -l1YO A. City rk PW-407 _10 [rev. 7/19/07] Small Works Roster Project Manual Page 12 of 12 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $36.24 1H 50 BOILERMAKERS JOURNEY LEVEL $47.47 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $43.75 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $14.67 CARPENTERS ACOUSTICAL WORKER $43.91 1M 50 BRIDGE, DOCK AND WARF CARPENTERS $43.75 1M 50 CARPENTER $43.75 1M 50 CREOSOTED MATERIAL $43.85 1M 50 DRYWALL APPLICATOR $43.79 1M 50 FLOOR FINISHER $43.75 1M 50 FLOOR LAYER $43.75 1M 50 FLOOR SANDER $43.75 1M 50 MILLWRIGHT AND MACHINE ERECTORS $44.75 1M 50 PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $43.95 1M 50 SAWFILER $43.75 1M 50 SHINGLER $43.75 1M 50 STATIONARY POWER SAW OPERATOR $43.75 1M 50 STATIONARY WOODWORKING TOOLS $43.75 1M 5D CEMENT MASONS JOURNEY LEVEL $36.24 1H 5D DIVERS & TENDERS DIVER $85.75 1M 50 8A DIVER TENDER $44.22 1M 50 DREDGE WORKERS ASSISTANT ENGINEER $44.59 1T 50 8L ASSISTANT MATE (DECKHAND) $44.08 1T 50 8L BOATMEN $44.59 1T 50 8L ENGINEER WELDER $44.64 1T 50 8L LEVERMAN, HYDRAULIC $46.21 1T 5D 8L MAINTENANCE $44.08 1T 50 8L MATES $44.59 1T 5D 8L .------.--- OILER $44.21 1T 50 8L DRYWALL TAPERS JOURNEY LEVEL $43.59 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $9.37 Page 1 CLALLAM . COUNTY Effective 08-31-07 ********************************************************************************************************** Classification PREVAILING WAGE ELECTRICIANS - INSIDE CABLE SPLICER CABLE SPLICER (TUNNEL) CERTIFIED WELDER CERTIFIED WELDER (TUNNEL) CONSTRUCTION STOCK PERSON JOURNEY LEVEL JOURNEY LEVEL (TUNNEL) ELECTRICIANS - MOTOR SHOP CRAFTSMAN JOURNEY LEVEL ELECTRICIANS - POWERLlNE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER GROUNDPERSON HEAD GROUNDPERSON HEAVY LINE EQUIPMENT OPERATOR JACKHAMMER OPERATOR JOURNEY LEVEL L1NEPERSON LINE EQUIPMENT OPERATOR POLE SPRAYER POWDERPERSON ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL ELEVATOR CONSTRUCTORS MECHANIC MECHANIC IN CHARGE FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS FENCE ERECTORS FENCE ERECTOR FENCE LABORER FLAGGERS JOURNEY LEVEL GLAZIERS JOURNEY LEVEL HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC HEATING EQUIPMENT MECHANICS MECHANIC HOD CARRIERS & MASON TENDERS JOURNEY LEVEL INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL INLAND BOATMEN CAPTAIN COOK DECKHAND ENGINEER/DECKHAND MATE, LAUNCH OPERATOR $55.05 $58.86 $53.16 $57.15 $27.32 $51.25 $55.05 $15.37 $14.69 $54.37 $49.64 $35.93 $37.89 $49.64 $37.89 $49.64 $42.27 $49.64 $37.89 $12.07 $57.88 $63.45 $13.50 $13.80 $11.60 $31.01 $43.76 $46.13 $16.00 $36.75 $15.65 $9.10 $59.22 $34.81 $34.52 $58.62 $50.20 Page 2 (See Benefit Code Key) Over Time Holiday Note Code Code Code 10 5A 10 5A 10 5A 10 5A 10 5A 10 5A 10 5A 2A 6C 2A 6C 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 4A 6Q 6Q 1 1 1H 5D 1H 5G 1S 5J 1H 5D CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.93 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $20.50 IRONWORKERS JOURNEY LEVEL $47.92 10 5A LABORERS ASPHALT RAKER $36.75 1H 5D BALLAST REGULA TOR MACHINE $36.24 1H 5D BATCH WEIGHMAN $31.01 1H 5D BRUSH CUTTER $36.24 1H 5D BRUSH HOG FEEDER $36.24 1H 5D BURNERS $36.24 1H 5D CARPENTER TENDER $36.24 1H 5D CASSION WORKER $37.20 1H 5D CEMENT DUMPER/PAVING $36.75 1H 5D CEMENT FINISHER TENDER $36.24 1H 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $36.24 1H 5D CHIPPING GUN (OVER 30 LBS) $36.75 1H 5D CHIPPING GUN (UNDER 30 LBS) $36.24 1H 5D CHOKER SETTER $36.24 1H 5D CHUCK TENDER $36.24 1H 5D CLEAN-UP LABORER $36.24 1H 5D CONCRETE DUMPER/CHUTE OPERATOR $36.75 1H 5D CONCRETE FORM STRIPPER $36.24 1H 5D CONCRETE SAW OPERATOR $36.75 1H 5D CRUSHER FEEDER $31.01 1H 5D CURING LABORER $36.24 1H 5D DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $36.24 1H 5D DITCH DIGGER $36.24 1H 5D DIVER $37.20 1H 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $36.75 1H 5D DRILL OPERATOR, AIRTRAC $37.20 1H 5D DUMPMAN $36.24 1H 5D EPOXY TECHNICIAN $36.24 1H 5D EROSION CONTROL WORKER $36.24 1H 5D FALLER/BUCKER, CHAIN SAW $36.75 1H 5D FINAL DETAIL CLEANUP (Le., dusting, vacuuming, window cleaning: NOT $28.45 1H 5D construction debris cleanup) FINE GRADERS $36.24 1H 5D FIRE WATCH $31.01 1H 5D FORM SETTER $36.24 1H 5D GABION BASKET BUILDER $36.24 1H 5D GENERAL LABORER $36.24 1H 5D GRADE CHECKER & TRANSIT PERSON $36.75 1H 5D GRINDERS $36.24 1H 5D GROUT MACHINE TENDER $36.24 1H 5D Page 3 CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $36.24 1H 50 HAZARDOUS WASTE WORKER LEVEL A $37.20 1H 50 HAZARDOUS WASTE WORKER LEVEL B $36.75 1H 50 HAZARDOUS WASTE WORKER LEVEL C $36.24 1H 50 HIGH SCALER $37.20 1H 50 HOD CARRIERlMORTARMAN $36.75 1H 50 JACKHAMMER $36.75 1H 50 LASER BEAM OPERATOR $36.75 1H 50 MANHOLE BUILDER-MUDMAN $36.75 1H 50 MATERIAL YARDMAN $36.24 1H 50 MINER $37.20 1H 50 NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $36.75 1H 50 PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $36.75 1H 50 PILOT CAR $31.01 1H 50 PIPE POT TENDER $36.75 1H 50 PIPE RELlNER (NOT INSERT TYPE) $36.75 1H 50 PIPELAYER & CAULKER $36.75 1H 50 PIPELAYER & CAULKER (LEAD) $37.20 1H 50 PIPEWRAPPER $36.75 1H 50 POT TENDER $36.24 1H 50 POWDERMAN $37.20 1H 50 POWDERMAN HELPER $36.24 1H 50 POWERJACKS $36.75 1H 50 RAILROAD SPIKE PULLER (POWER) $36.75 1H 50 RE-TIMBERMAN $37.20 1H 50 RIPRAP MAN $36.24 1H 50 RODDER $36.75 1H 50 SCAFFOLD ERECTOR $36.24 1H 50 SCALE PERSON $36.24 1H 50 SIGNALMAN $36.24 1H 50 SLOPER (OVER 20") $36.75 1H 50 SLOPER SPRAYMAN $36.24 1H 50 SPREADER (CLARY POWER OR SIMILAR TYPES) $36.75 1H 50 SPREADER (CONCRETE) $36.75 1H 50 STAKE HOPPER $36.24 1H 50 STOCKPILER $36.24 1H 50 TAMPER & SIMILAR ELECTRIC, AIR & GAS $36.75 1H 50 TAMPER (MULTIPLE & SELF PROPELLED) $36.75 1H 50 TOOLROOM MAN (AT JOB SITE) $36.24 1H 50 TOPPER-TAILER $36.24 1H 50 TRACK LABORER $36.24 1H 50 TRACK LINER (POWER) $36.75 1H 50 TRUCK SPOTTER $36.24 1H 50 TUGGER OPERATOR $36.75 1H 50 VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $36.24 1H 50 VIBRATOR $36.75 1H 50 VINYL SEAMER $36.24 1H 50 WELDER $36.24 1H 50 WELL-POINT LABORER $36.75 1H 50 Page 4 CLALLAM COUNTY Effective 08-31-07- ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $36.24 1H 50 PIPE LAYER $36.75 1H 50 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $12.89 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $12.89 LANDSCAPING OR PLANTING LABORERS $12.89 LATHERS JOURNEY LEVEL $43.79 1M 50 METAL FABRICATION (IN SHOP) FITTERlWELDER $15.16 LABORER $9.50 MACHINE OPERATOR $26.90 PAINTER $11.41 PAINTERS JOURNEY LEVEL $33.16 2B 5A PLASTERERS JOURNEY LEVEL $25.83 PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.93 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $56.34 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $42.14 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (3 YO & UNDER) $44.92 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YO & UNDER 6 YO) $45.41 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (6 YO AND OVER WITH ATTACHMENTS) $45.96 1T 50 8L BACKHOES, (75 HP & UNDER) $44.50 1T 50 8L BACKHOES, (OVER 75 HP) $44.92 1T 50 8L BARRIER MACHINE (ZIPPER) $44.92 1T 50 8L BATCH PLANT OPERA TOR, CONCRETE $44.92 1T 50 8L BELT LOADERS (ELEVATING TYPE) $44.50 1T 50 8L' BOBCAT (SKID STEER) $42.14 1T 50 8L BROOMS $42.14 1T 50 8L BUMP CUTTER $44.92 1T 50 8L CABLEWA YS $45.41 1T 50 8L CHIPPER $44.92 1T 50 8L COMPRESSORS $42.14 1T 50 8L CONCRETE FINISH MACHINE - LASER SCREED $42.14 1T 50 8L CONCRETE PUMPS $44.50 1T 50 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 1T 50 8L CONVEYORS $44.50 1T 50 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $44.50 1T 50 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $44.92 1T 50 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $45.41 1T 50 8L WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $45.96 1T 50 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $46.53 1T 50 8L WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $42.14 1T 50 8L CRANES,A-FRAME,OVER10TON $44.50 1T 50 8L Page 5 CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $47.09 1T 50 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $44.92 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $45.41 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $45.96 1T 50 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $45.96 1T 50 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $46.53 1T 50 8L CRUSHERS $44.92 1T 50 8L DECK ENGINEER/DECK WINCHES (POWER) $44.92 1T 50 8L DERRICK, BUILDING $45.41 1T 50 8L DOZERS, 0-9 & UNDER $44.50 1T 50 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $44.50 1T 50 8L DRILLING MACHINE $44.92 1T 50 8L ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $42.14 1T 50 8L EQUIPMENT SERVICE ENGINEER (OILER) $44.50 1T 50 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 1T 50 8L FORK LIFTS, (3000 LBS AND OVER) $44.50 1T 50 8L FORK LIFTS, (UNDER 3000 LBS) $42.14 1T 50 8L GRADE ENGINEER $44.50 1T 50 8L GRADECHECKER AND STAKEMAN $42.14 1T 50 8L GUARDRAIL PUNCH $44.92 1T 50 8L HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $44.50 1T 50 8L HORIZONT AUDIRECTIONAL DRILL LOCATOR $44.50 1T 50 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 1T 50 8L HYDRALlFTS/BOOM TRUCKS (10 TON & UNDER) $42.14 1T 50 8L HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $44.50 1T 50 8L LOADERS, OVERHEAD (6 YO UP TO 8 YO) $45.41 1T 50 8L LOADERS, OVERHEAD (8 YO & OVER) $45.96 1T 50 8L LOADERS, OVERHEAD (UNDER 6 YO), PLANT FEED $44.92 1T 50 8L LOCOMOTIVES, ALL $44.92 1T 50 8L MECHANICS, ALL $45.41 1T 50 8L MIXERS, ASPHALT PLANT $44.92 1T 50 8L MOTOR PATROL GRADER (FINISHING) $44.92 1T 50 8L MOTOR PATROL GRADER (NON-FINISHING) $44.50 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $45.41 1T 50 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 1T 50 8L OPERATOR PAVEMENT BREAKER $42.14 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $44.92 1T 50 8L PLANT OILER (ASPHALT, CRUSHER) $44.50 1T 50 8L POSTHOLE DIGGER, MECHANICAL $42.14 1T 50 8L POWER PLANT $42.14 1T 50 8L PUMPS, WATER $42.14 1T 5D 8L QUAD 9,0-10, AND HD-41 $45.41 1T 50 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 1T 50' 8L EQUIP RIGGER AND BELLMAN $42.14 1T 50 8L ROLLAGON $45.41 1T 50 8L ROLLER, OTHER THAN PLANT ROAD MIX $42.14 1T 50 8L ROLLERS, PLANTMIX OR MULTILlFT MATERIALS $44.50 1T 50 8L ROTO-MILL, ROTO-GRINDER $44.92 1T 50 8L SAWS, CONCRETE $44.50 1T 50 8L Page 6 CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** Classification SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL SCREED MAN SHOTCRETE GUNITE SLlPFORM PAVERS SPREADER, TOPSIDE OPERATOR - BLAW KNOX SUBGRADE TRIMMER TOWER BUCKET ELEVATORS TRACTORS, (75 HP & UNDER) TRACTORS, (OVER 75 HP) TRANSFER MATERIAL SERVICE MACHINE TRANSPORTERS, ALL TRACK OR TRUCK TYPE TRENCHING MACHINES TRUCK CRANE OILER/DRIVER (UNDER 100 TON) TRUCK CRANE OILER/DRIVER (100 TON & OVER) TRUCK MOUNT PORTABLE CONVEYER WHEEL TRACTORS,FARMALL TYPE YO YO PAY DOZER POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE SPRAY PERSON TREE EQUIPMENT OPERATOR TREE TRIMMER TREE TRIMMER GROUNDPERSON REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL RESIDENTIAL CARPENTERS JOURNEY LEVEL RESIDENTIAL CEMENT MASONS JOURNEY LEVEL RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL RESIDENTIAL ELECTRICIANS JOURNEY LEVEL RESIDENTIAL GLAZIERS JOURNEY LEVEL RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL RESIDENTIAL LABORERS JOURNEY LEVEL RESIDENTIAL PAINTERS JOURNEY LEVEL RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL Page 7 (See Benefit Code Key) Over PREVAILING Time Holiday Note WAGE Code Code Code $44.92 11 5D 8L $45.41 11 5D 8L $44.50 11 5D 8L $44.92 11 5D 8L $42.14 11 5D 8L $45.41 11 5D 8L $44.92 11 5D 8L $44.92 11 5D 8L $44.50 11 5D 8L $44.50 11 5D 8L $44.92 11 5D 8L $44.92 11 5D 8L $45.41 11 5D 8L $44.50 11 5D 8L $44.50 11 5D 8L $44.92 11 5D 8L $44.92 1T 5D 8L $42.14 11 5D 8L $44.92 11 5D 8L $35.62 $33.82 $34.27 $31.88 $24.03 4A 4A 4A 4A 4A 5A 5A 5A 5A 5A $27.68 $43.75 1M 5A $17.85 $25.63 $18.00 $27.78 $21.36 $9.86 $18.08 $15.97 $14.60 CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEY LEVEL $54.01 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $33.04 1E 6L RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $10.88 RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $19.67 ROOFERS JOURNEY LEVEL $20.51 1 USING IRRITABLE BITUMINOUS MATERIALS $39.78 1R 5A SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $51.97 1E 6L SHIPBUILDING & SHIP REPAIR BOILERMAKER $31.46 1H 6W HEAT & FROST INSULATOR $46.13 1S 5J LABORER $12.16 1 MACHINIST $17.16 1 SHIPFITTER $14.66 1 WELDER/BURNER $14.66 1 SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL $19.29 SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL $12.15 SOFT FLOOR LAYERS JOURNEY LEVEL $36.08 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $10.31 1B 50 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $19.67 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 SURVEYORS CHAIN PERSON $9.35 INSTRUMENT PERSON $11.40 PARTY CHIEF $13.40 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $31.15 10 5A TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $30.66 2B 5A HOLE DIGGER/GROUND PERSON $17.19 2B 5A INSTALLER (REPAIRER) $29.41 2B 5A JOURNEY LEVEL TELEPHONE L1NEPERSON $28.53 2B 5A SPECIAL APPARATUS INSTALLER I $30.66 2B 5A SPECIAL APPARATUS INSTALLER \I $30.05 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $30.66 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $28.53 2B 5A TELEVISION GROUND PERSON $16.31 2B 5A TELEVISION L1NEPERSON/INSTALLER $21.68 2B 5A TELEVISION SYSTEM TECHNICIAN $35.78 2B 5A TELEVISION TECHNICIAN $23.19 2B 5A TREE TRIMMER $28.53 2B 5A Page 8 CLALLAM COUNTY Effective 08-31-07 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $41.96 1B 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $35.79 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36.40 1K 5A TRUCK DRIVERS ASPHALT MIX ( TO 16 YARDS) $41.19 1T 50 8L ASPHALT MIX (OVER 16 YARDS) $41.90 1T 50 8L DUMP TRUCK $20.23 1 DUMP TRUCK & TRAILER $20.23 1 OTHER TRUCKS $41.90 1T 50 8L TRANSIT MIXER $23.73 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.60 OILER $9.45 WELL DRILLER $11.60 Page 9 PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Stage of Progression && Hour Range Code Code Wage Code ASBESTOS ABA TEMENT WORKERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-1000 HOURS 50.00% $19.32 1M 50 2 1001-2000 HOURS 60.00% $22.12 1M 50 3 2001-3000 HOURS 75.00% $28.51 1M 50 4 3001-4000 HOURS 90.00% $33.15 1M 50 1 0000-1000 HOURS 60.00% $25.02 1M 50 2 1001-2000 HOURS 70.00% $27.83 1M 50 3 2001-3000 HOURS 80.00% $30.63 1M 50 4 3001-4000 HOURS 90.00% $33.44 1M 50 BOILERMAKERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1C 5N 1 0000-1000 HOURS 70.00% $38.86 1C 5N 2 1001-2000 HOURS 75.00% $40.30 1C 5N 3 2001-3000 HOURS 80.00% $41.73 1C 5N 4 3001-4000 HOURS 85.00% $43.17 1C 5N 5 4001-5000 HOURS 90.00% $44.60 1C 5N 6 5001-6000 HOURS 95.00% $46.04 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1M 5A 1 0000-0750 HOURS 50.00% $25.49 1M 5A 2 0751-2250 HOURS 55.00% $27.05 1M 5A 3 2251-3000 HOURS 60.00% $28.62 1M 5A 4 3001-3750 HOURS 70.00% $31.74 1M 5A 5 3751-4500 HOURS 80.00% $34.87 1M 5A 6 4501-5250 HOURS 90.00% $37.99 1M 5A 7 5251-6000 HOURS 95.00% $39.56 1M 5A CARPENTERS CARPENTER o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-1000 HOURS 60.00% $26.68 1M 50 2 1001-2000 HOURS 65.00% $32.38 1M 50 3 2001-3000 HOURS 70.00% $34.00 1M 50 4 3001-4000 HOURS 75.00% $35.63 1M 50 5 4001-5000 HOURS 80.00% $37.25 1M 50 6 5001-6000 HOURS 85.00% $38.88 1M 50 7 6001-7000 HOURS 90.00% $40.50 1M 50 8 7001-8000 HOURS 95.00% $42.13 1M 50 DRYWALL APPLICA TOR o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-0700 HOURS 50.00% $23.46 1M 50 Page 1 PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Stage of Progression && Hour Range 2 0701-1400 HOURS 60.00% 3 1401-2100 HOURS 68.00% 4 2101-2800 HOURS 76.00% 5 2801-3500 HOURS 84.00% 6 3501-4200 HOURS 92.00% ACOUSTICAL WORKER o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 50.00% 2 1001-2000 HOURS 60.00% 3 2001-3000 HOURS 68.00% 4 3001-4000 HOURS 76.00% 5 4001-5000 HOURS 84.00% 6 5001-6000 HOURS 92.00% MILLWRIGHT AND MACHINE ERECTORS o 0000-0000 HOURS 0.00% 1 1st Period 60.00% 2 2nd Period 65.00% 3 3rd Period 70.00% 44th Period 75.00% 55th Period 80.00% 66th Period 85.00% 77th Period 90.00% 88th Period 95.00% PILEDRIVERS. DRIVING. PULLING. PLACING COLLARS AND WELDING o 0000-0000 HOURS 0.00% 1 1st Period 60.00% 2 2nd Period 65.00% 3 3rd Period 70.00% 44th Period 75.00% 5 5th Period 80.00% 66th Period 85.00% 77th Period 90.00% 88th Period 95.00% BRIDGE. DOCK AND WARF CARPENTERS o 0000-0000 HOURS 0.00% 1 1st Period 60.00% 2 2nd Period 65.00% 3 3rd Period 70.00% 44th Period 75.00% 5 5th Period 80.00% 66th Period 85.00% 77th Period 90.00% 88th Period 95.00% CEMENT MASONS Page 2 Prevailing Overtime Holiday Code Wage Code $30.78 1M 50 $33.38 1M 50 $35.98 1M 50 $38.59 1M 50 $41.19 1M 50 $7.93 1M 50 $23.52 1M 50 $30.85 1M 50 $33.46 1M 50 $36.07 1M 50 $38.69 1M 50 $41.30 1M 50 $7.93 1M 50 $27.28 1M 50 $33.03 1M 50 $34.70 1M 50 $36.38 1M 50 $38.05 1M 50 $39.73 1M 50 $41 .40 1M 50 $43.08 1M 50 $7.93 1M 50 $26.80 1M 50 $32.51 1M 50 $34.14 1M 50 $35.78 1M 50 $37.41 1M 50 $39.05 1M 50 $4Q.68 1M 50 $42.32 1M 50 $7.93 1M 50 $26.68 1M 50 $32.38 1M 50 $34.00 1M 50 $35.63 1M 50 $37.25 1M 50 $38.88 1M 50 $40.50 1M 50 $42.13 1M 50 Note Code PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Stage of Progression && Hour Range Code Code Wage Code JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-1000 HOURS 50.00% $14.02 1M 50 2 1001-2000 HOURS 60.00% $16.82 1M 50 3 2001-3000 HOURS 70.00% $19.63 1M 50 4 3001-4000 HOURS 80.00% $22.43 1M 50 5 4001-5000 HOURS 90.00% $25.24 1M 50 6 5001-6000 HOURS 95.00% $26.64 1M 50 DRYWALL TAPERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1E 5P 1 0000-1000 HOURS 50.00% $28.29 1E 5P 2 1001-2000 HOURS 55.00% $29.82 1E 5P 3 2001-3000 HOURS 65.00% $32.88 1E 5P. 4 3001-4000 HOURS 75.00% $35.94 1E 5P 5 4001-5000 HOURS 85.00% $39.00 1E 5P 6 5001-6000 HOURS 90.00% $40.53 1E 5P ELECTRICIANS - INSIDE JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 10 5A 1 0000-1000 HOURS 40.00% $22.49 10 5A 2 1001-2000 HOURS 50.00% $26.30 10 5A 3 2001-3500 HOURS 55.00% $31.46 10 5A 4 3501-5000 HOURS 65.00% $35.85 10 5A 5 5001-6500 HOURS 75.00% $40.26 10 5A 6 6501-8000 HOURS 85.00% $44.65 10 5A ELECTRICIANS. POWERLlNE CONSTRUCTION JOURNEYLEVELLINEPERSON o 0000-0000 HOURS 0.00% $7.93 4A 5A 1 0000-1000 HOURS 60.00% $32.03 4A 5A 2 1001-2000 HOURS 63.00% $33.20 4A 5A 3 2001-3000 HOURS 67.00% $34.76 4A 5A 4 3001-4000 HOURS 72.00% $36.71 4A 5A 5 4001-5000 HOURS 78.00% $39.05 4A 5A 6 5001-6000 HOURS 86.00% $42.17 4A 5A 7 6001-7000 HOURS 90.00% $43.73 4A 5A POLE SPRA YER o 0000-0000 HOURS 0.00% $7.93 4A 5A 1 0000-1000 HOURS 85.70% $42.06 4A 5A 2 1001-2000 HOURS 89.80% $43.66 4A 5A 3 2001-3000 HOURS 92.80% $44.83 4A 5A ELEVATOR CONSTRUCTORS MECHANIC o 0000-0000 HOURS 0.00% $7.93 4A 6Q Page 3 PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Stage of Progression && Hour Range Code Code Wage Code 1 0000-1000 HOURS 50.00% $20.69 4A 60 2 1001-1700 HOURS 55.00% $37.36 4A 60 3 1701-3400 HOURS 65.00% $41.76 4A 60 4 3401-5100 HOURS 70.00% $44.55 4A 60 5 5101-6800 HOURS 80.00% $48.97 4A 60 ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1 0000-1000 HOURS 55.00% $7.93 2 1001-2000 HOURS 60.00% $7.93 3 2001-3000 HOURS 65.00% $7.93 4 3001-4000 HOURS 70.00% $8.45 5 4001-5000 HOURS 75.00% $9.05 6 5001-6000 HOURS 80.00% $9.66 7 6001-7000 HOURS 85.00% $10.26 8 7001-8000 HOURS 95.00% $11.47 TELECOMMUNICA nON TECHNICIANS TELECOMMUNICA TION TECHNICIANS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 10 5A 1 0000-0800 HOURS 60.00% $20.37 10 5A 2 0801-1500 HOURS 65.00% $21.71 10 5A 3 1601-2400 HOURS 70.00% $23.06 10 5A 4 2401-3200 HOURS 75.00% $24.41 10 5A 5 3201-4000 HOURS 80.00% $25.76 10 5A 6 4001-4800 HOURS 85.00% $27.11 10 5A FLAGGERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1M 50 GLAZIERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1H 5G 1 0000-1000 HOURS 45.00% $22.44 1H 5G 2 1001-2000 HOURS 50.00% $24.38 1H 5G 3 2001-3000 HOURS 55.00% $26.32 1H 5G 4 3001-4000 HOURS 60.00% $28.26 1H 5G 5 4001-5000 HOURS 65.00% $30.19 1H 5G 6 5001-6000 HOURS 70.00% $32.13 1H 5G 7 6001-7000 HOURS 80.00% $36.01 1H 5G 8 7001-8000 HOURS 90.00% $39.88 1H 5G HEA T & FROST INSULA TORS AND ASBESTOS WORKERS MECHANIC o 0000-0000 HOURS 0.00% $7.93 1S 5J 1 0000-1000 HOURS 40.00% $25.32 1S 5J 2 1001-2000 HOURS 45.00% $27.06 1S 5J Page 4 PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Stage of Progression && Hour Range Code Code Wage Code 3 2001-3000 HOURS 50.00% $28.79 1S 5J 4 3001-4000 HOURS 55.00% $30.52 1S 5J 5 4001-6000 HOURS 65.00% $33.99 1S 5J 6 6001-8000 HOURS 75.00% $37.46 1S 5J 7 8001-10000 HOURS 85.00% $40.93 1S 5J HOD CARRIERS & MASON TENDERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-1000 HOURS 60.00% $25.02 1M 50 2 1001-2000 HOURS 70.00% $27.83 1M 50 3 2001-3000 HOURS 80.00% $30.63 1M 50 4 3001-4000 HOURS 90.00% $33.44 1M 50 INSULA TlON APPLlCA TORS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1 0000-1000 HOURS 50.00% $10.25 2 1001-2000 HOURS 60.00% $12.30 3 2001-3000 HOURS 75.00% $15.38 4 3001-4000 HOURS 90.00% $18.45 IRONWORKERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 10 5A 1 0000-0750 HOURS 65.00% $28.08 10 5A 2 0751-1500 HOURS 70.00% $29.70 10 5A 3 1501-2250 HOURS 75.00% $39.82 10 5A 4 2251-3000 HOURS 80.00% $41 .44 10 5A 5 3001-3750 HOURS 90.00% $44.68 10 5A 6 3751-4500 HOURS 90.00% $44.68 10 5A 7 4501-5250 HOURS 95.00% $46.30 10 5A 8 5251-6000 HOURS 95.00% $46.30 10 5A LABORERS GENERAL LABORER o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-1000 HOURS 60.00% $25.02 1M 50 2 1001-2000 HOURS 70.00% $27.83 1M 50 3 2001-3000 HOURS 80.00% $30.63 1M 50 4 3001-4000 HOURS 90.00% $33.44 1M 50 LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-1000 HOURS 60.00% $25.02 1M 50 2 1001-2000 HOURS 70.00% $27.83 1M 50 3 2001-3000 HOURS 80.00% $30.63 1M 50 4 3001-4000 HOURS 90.00% $33.44 1M 50 Page 5 PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Stage of Progression && Hour Range Code Code Wage Code LATHERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1M 50 1 0000-0700 HOURS 50.00% $23.46 1M 50 2 0701-1400 HOURS 60.00% $30.78 1M 50 3 1401-2100 HOURS 68.00% $33.38 1M 50 4 2101-2800 HOURS 76.00% $35.98 1M 50 5 2801-3500 HOURS 84.00% $38.59 1M 50 6 3501-4200 HOURS 92.00% $41.19 1M 50 PAINTERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 28 5A 1 0000-0750 HOURS 52.00% $19.27 28 5A 2 0751-1500 HOURS 56.00% $20.32 28 5A 3 1501-2250 HOURS 60.00% $21.37 28 5A 4 2251-3000 HOURS 64.00% $23.26 28 5A 5 3001-3750 HOURS 68.00% $24.36 28 5A 6 4001-4800 HOURS 72.00% $25.45 28 5A PLASTERERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1 1 0000-0500 HOURS 40.00% $10.33 1 2 0501-1000 HOURS 45.00% $11.62 1 3 1001-1500 HOURS 45.00% $11.62 1 4 1501-2000 HOURS 50.00% $12.92 1 5 2001-2500 HOURS 55.00% $14.21 1 6 2501-3000 HOURS 60.00% $15.50 1 7 3001-3500 HOURS 65.00% $16.79 1 8 3501-4000 HOURS 70.00% $18.08 1 9 4001-4500 HOURS 75.00% $19.37 1 10 4501-5000 HOURS 80.00% $20.66 1 11 5001-5500 HOURS 85.00% $21.96 1 12 5501-6000 HOURS 90.00% $23.25 1 13 6001-6500 HOURS 95.00% $24.54 1 14 6501-7000 HOURS 95.00% $24.54 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1G 5A 1 0000-2000 HOURS 50.00% $30.53 1G 5A 2 2001-4000 HOURS 62.50% $41.52 1G 5A 3 4001-6000 HOURS 70.00% $44.49 1G 5A 4 6001-8000 HOURS 75.00% $46.47 1G 5A 5 8001-10000 HOURS 85.00% $50.43 1G 5A POWER EQUIPMENT OPERA TORS Page 6 PREVAILING WAGE RATES FOR ' CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Stage of Progression && Hour Range Prevailing Overtime Holiday ,Code BACKHOES. (75 HP & UNDER) o 0000-0000 HOURS 0,00% 1 0000-1000 HOURS 65,00% 2 1001-2000 HOURS 70.00% 3 2001-3000 HOURS 75.00% 4 3001-4000 HOURS 80.00% 5 4001-5000 HOURS 90.00% 6 5001-6000 HOURS 95.00% POWER EQUIPMENT OPERA TORS- UNDERGROUND SEWER & WA TER (SEE POWER EQUIPMENT OPERA TORS) o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 65.00% 2 1001-2000 HOURS 70.00% 3 2001-3000 HOURS 75.00%" 4 3001-4000 HOURS 80.00% 5 4001-5000 HOURS 90.00% 6 5001-6000 HOURS 95.00% POWER LINE CLEARANCE TREE TRIMMERS TREE TRIMMER o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 75.00% 2 1001-2000 HOURS 80.00% 3 2001-3000 HOURS 85.00% 4 3001-4000 HOURS 90.00% REFRIGERA TION & AIR CONDITIONING MECHANICS MECHANIC o 0000-0000 HOURS 0.00% 1 0000-2000 HOURS 50.00% 2 2001-4000 HOURS 55.00% 3 4001-6000 HOURS 60.00% 4 6001-8000 HOURS 70.00% 5 8001-10000 HOURS 85.00% RESIDENTIAL CARPENTERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% 1 1 st Period 60.00% 2 2nd Period 65.00% 3 3rd Period 70,00% 44th Period 75.00% 55th Period 80.00% 66th Period 85.00% 77th Period 90.00% 88th Period 95.00% RESIDENTIAL ELECTRICIANS Page 7 Wage Code $7.93 1M $33.39 1M $34.98 1M $36,56 1M $38.15 1M $41.33 1M $42.91 1M $7.93 $33.39 $34.98 $36.56 $38.15 $41.33 $42.91 $7.93 4A $25.17 4A $26.34 4A $27.52 4A $28.70 4A $7.93 $13.84 $15.22 $16,61 $19.38 $23.53 $7.93 $10,71 $11.60 $12.50 $13.39 $14.28 $15.17 $16.07 $16.96 50 50 50 50 50 50 50 5A 5A 5A 5A 5A Note Code 8L 8L 8L 8L 8L 8L 8L PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Stage of Progression && Hour Range Code Code Wage Code JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1 0000-0900 HOURS 50.00% $13.89 2 0901-1800 HOURS 55.00% $15.28 3 1801-2700 HOURS 75.00% $20.84 4 2701-4000 HOURS 85.00% $23.61 RESIDENTIAL GLAZIERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1 0000-1000 HOURS 55.00% $8.03 2 1001-2000 HOURS 65.00% $9.49 3 2001-4000 HOURS 75.00% $10.95 4 4001-6000 HOURS 85.00% $12.41 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) o 0000-0000 HOURS 0.00% $7.93 1E 6L 1 0000-0900 HOURS 55.00% $17.03 1E 6L 2 0901-1800 HOURS 60.00% $17.94 1E 6L 3 1801-2700 HOURS 65.00% $19.27 1E 6L 4 2701-3600 HOURS 70.00% $20.19 1E 6L 5 3601-4500 HOURS 75.00% $21.35 1E 6L 6 4501-5400 HOURS 80.00% $22.26 1E 6L ROOFERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% $7.93 1 0000-0820 HOURS 60.00% $12.41 2 0821-1630 HOURS 67.00% $7.93 3 1631-2450 HOURS 74.00% $7.93 4 2451-3270 HOURS 81.00% $16.66 5 3271-4080 HOURS 88.00% $18.08 6 4081-4899 HOURS 95.00% $19.50 SHEET METAL WORKERS JOURNEY LEVEL fFlELD OR SHOP) o 0000-0000 HOURS 0.00% $7.93 1E 6L 1 0000-2000 HOURS 45.00% $22.90 1E 6L 2 2001-3000 HOURS 50.00% $31.63 1E 6L 3 3001-4000 HOURS 55.00% $33.53 1E 6L 4 4001-5000 HOURS 60.00% $35.46 1E 6L 5 5001-6000 HOURS 65.00% $37.40 1E 6L 6 6001-7000 HOURS 70.00% $39.31 1E 6L 7 7001-8000 HOURS 75.00% $41.24 1E 6L Page 8 Stage of Progression && Hour Range 8 8001-9000 HOURS 80.00% 9 9001-10000 HOURS 85.00% SHIPBUILDING & SHIP REPAIR MACHINIST o 0000-0000 HOURS 0.00% SHIPFITTER o 0000-0000 HOURS 0.00% WELDER/BURNER o 0000-0000 HOURS 0.00% SOFT FLOOR LA YERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 50.00% 2 1001-2000 HOURS 60.00% 3 2001-3000 HOURS 70.00% 4 3001-4000 HOURS 75.00% 5 4001-5000 HOURS 80.00% 6 5001-6000 HOURS 85.00% 7 6001-7000 HOURS 90.00% 8 7001-8000 HOURS 95.00% SPRINKLER FITTERS (FIRE PROTECTION} JOURNEY LEVEL o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 45.00% 2 1001-2000 HOURS 50.00% 3 2001-3000 HOURS 55.00% 4 3001-4000 HOURS 60.00% 1 0000-1000 HOURS 40.00% 2 1001-2000 HOURS 45.00% 3 2001-3000 HOURS 50.00% 4 3001-4000 HOURS 55.00% 1 0000-1000 HOURS 65.00% 2 1001-2000 HOURS 70.00% 3 2001-3000 HOURS 75.00% 4 3001-4000 HOURS 80.00% 5 4001-5000 HOURS 85.00% 6 5001-6000 HOURS 90.00% 1 0000-1000 HOURS 60.00% 2 1001-2000 HOURS 65.00% 3 2001-3000 HOURS 70.00% 4 3001-4000 HOURS 75.00% 5 4001-5000 HOURS 80.00% 6 5001-6000 HOURS 85.00% TILE. MARBLE & TERRAZZO FINISHERS PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Code Code Wage Code $43.16 1E 6L $45.09 1E 6L $7.93 $7.93 $7.93 $7.93 18 5A $20.85 18 5A $23.89 18 5A $26.94 18 5A $28.46 18 5A $29.98 18 5A $31.51 18 5A $33.03 18 5A $34.56 18 5A $7.93 1 $8:85 1 $9.84 1 $10.82 1 $11.80 1 $7.93 1 $8.85 1 $9.84 1 $10.82 1 $12.79 1 $13.77 1 $14.75 1 $15.74 1 $16.72 1 $17.70 1 $11.80 1 $12.79 1 $13.77 1 $14.75 1 $15.74 1 $16.72 1 Page 9 Stage of Progression && Hour Range FINISHER. o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 50.00% 2 1001-2500 HOURS 55.00% 3 2501-3500 HOURS 60.00% 4 3501-4500 HOURS 70.00% TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% 1 0000-1000 HOURS 50.00% 2 1001-2500 HOURS 55.00% 3 2501-3500 HOURS 60.00% 4 3501-4500 HOURS 70.00% 5 4501-5500 HOURS 80.00% 6 5501-6250 HOURS 90.00% 7 6251-7000 HOURS 95.00% TRAFFIC CONTROL STRIPERS JOURNEY LEVEL o 0000-0000 HOURS 0.00% 1 0000-0500 HOURS 60.00% 2 0501-1000 HOURS 60.00% 3 1001-2333 HOURS 60.00% 4 2334-4666 HOURS 73.00% 5 4667-7000 HOURS 88.00% TRUCK DRIVERS DUMP TRUCK o 0000-0000 HOURS 0.00% 1 0000-0700 HOURS 70.00% 2 0701-1400 HOURS 80.00% 3 1401-2100 HOURS 90.00% PREVAILING WAGE RATES FOR CLALLAM COUNTY APPRENTICES EFFECTIVE DATE 8/31/2007 Prevailing Overtime Holiday Note Code Code Wage Code $7.93 18 5A $24.35 18 5A $25.82 18 5A $27.27 18 5A $30.22 18 5A $7.93 18 5A $25.00 18 5A $26.53 18 5A $28.06 18 5A $31.12 18 5A $34.19 18 5A $37.25 18 5A $38.78 18 5A $7.93 1K 5A $15.23 1K 5A $20.55 1K 5A $24.05 1K 5A $28.06 1K 5A $32.69 1K 5A $7.93 $14.16 $16.18 $18.21 Page 10 SECTION 16315 - OVERHEAD ELECTRICAL DISTRIBUTION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes medium- and secondary-voltage, overhead electrical power distribution, upgrading of existing overhead electrical power distribution, and the following: 1. Conductors, connectors, and splices. 2. Wood and fiberglass poles and crossarms. 3. Hardware and accessories. 4. Surge arresters. 5. Cutouts, switches, and fuses. 1.2 DEFINITIONS A. ACSR: Aluminum conductor, steel reinforced. B. BIL: Basic impulse level, stated in kilovolts. C. COPA: City of Port Angeles Public Works and Utilities Department D. RUS: Department of Agriculture, Rural Utilities Service. E. NESC: National Electrical Safety Code, IEEE Standard C2-2007. F. Sag: The distance measured vertically from a conductor to the straight line joining its two points of support, measured at the midpoint of the span, unless otherwise indicated. 1. Final Sag: The sag of a conductor under specified conditions of loading and temperature applied after it has been subjected, for an appreciable period, to the loading prescribed for the. loading district in which it is situated, or equivalent loading, and the loading removed. Final sag includes the effect of inelastic deformation (creep). 2. Initial Unloaded Sag: The sag of a conductor before the application of an external load. G. Secondary: Conductors and components for circuits operating at the utilization voltage of 600 V or less. H. Service: Set of insulated conductors extending from a pole to the metering point or service entrance connection at the location of utilization of electricity. OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 1 PART 2 - PRODUCTS 2.1 MATERIAL A. All material to be provided by COPA. Contractor shall provide all vehicles, equipment, and miscellaneous tools for installation. PART 3 - EXECUTION 3.1 GENERAL INSTALLATION REQUIREMENTS A. Verify dimensions by field measurement, and identify locations of poles, guy anchors, and other features. Also identify locations of connection to new and existing supply lines and to primary and secondary services. Notify Terry Dahlquist, Electrical Engineering Manager, 360-417-4702, of discrepancies and field conditions that are not indicated and that will affect installation. B. Ground all equipment on new poles according to NESC requirements. Install #6 solid copper ground wire on each new pole, per COPA Standard H001 or H002. C. To the extent possible, work shall be performed with conductors and system energized. Contractor shall provide COPA with a minimum of 72 hours notice of any outages required. COPA shall schedule outage with affected customers. Outages shall be limited to 10 hours maximum continuous time in one day. Work shall continue in any outage situation until service is restored to all customers. D. Clearances originating from Light Operations Dispatch Office will be issued to City of Port Angeles Light Operations Personnel. The Person holding this clearance will be the responsible person who has been delegated the authority to oversee or perform specific duties under certain conditions and in accordance with specific instructions. Light Operations, Accident Prevention Plan 13.04 (b) 3. When a contractor's crew is working on the City lines or equipment, the City's designated representative shall be the person taking the clearance. The designated representative's name and radio call number shall be included in the clearance request. Prior to starting work each day, the contractor shall verify daily with the City's desig- nated representative that the line is still safe and available. The line configuration will not be changed until the City's designated representative has received written notifica- tion from the contractor that the work is complete and that the line can return to it's normal configuration. In the event that the configuration needs to be changed and noti- fication cannot be obtained from the contractor, both the City's designated representa- tive and either the Light Operations Manager or the City's Engineering Manager will need to approve the change. Every effort will be made to inform the contractor of the change in the status. OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 2 3.2 CONDUCTOR INSTALLATION, GENERAL A. Handle and string conductors to prevent cuts, gouges, scratches, kinks, flattening, or deformation. Remove damaged sections and splice conductors. 1. Conductors Reinstalled or Resagged: String to "final" sag values to maintain clearances equal to or greater than NESC requirements under worst conditions. B. Connections, Splices, and Terminations: Use kits listed for the specific type of connection and combination of materials used in the connection, or recommended for the specific use by manufacturer of material on which applied. 1. Splice Location: Do not install within 3 feet of a support. 2. Line Conductors and Service Drops: Install so strength exceeds ultimate rated strength of conductor. 3. Splices and Terminations of Covered Conductors: Comply with manufacturer's . written instructions. 4. Splices and Terminations of Insulated Conductors of Self-Supported, Medium- Voltage Cable: Comply with manufacturer's written instructions. C. On all transformers on poles being replaced, install new 2/0 copper leads from secondary bushings down to secondary conductors or service loops. Reconnect with compression connectors. 3.3 MEDIUM-VOLTAGE LINE CONDUCTOR INSTALLATION A. Application: Install bare conductors, unless otherwise indicated. B. Support line conductors and taps as follows: 1. Use preformed wire ties for conductor attachment to pin and vertical post insulators, unless otherwise indicated. Install wire ties tight against conductor and insulator. 2. Use wire clamps on horizontal post, dead end, and suspension insulators, unless otherwise indicated. 3.4 POLE AND CROSSARM INSTALLATION A. Pole Orientation: Align curve of curved wood poles with straight-line runs of three or more poles. Align gains perpendicular to runs. B. Elevation of Line above Grade: Install poles with top at same elevation, unless grade changes dictate elevation change in poles, and according to the following: 1. On level ground, set poles so tops of consecutive poles vary not more than 60 inches (1500 mm) in elevation. 2. Shorten wood poles by cutting off the top, C. Set poles according to the following: OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 3 1. Make pole holes vertical, uniform in diameter, and large enough to permit effective use of tamping bars all around. Bore or excavate holes with an average diameter at grade less than twice the diameter of the pole at the same grade. 2. Set poles at a depth of ten percent of the pole height, plus two feet. Minimum depth shall not be less than five feet for any pole. 3. For poles on slopes, hole depth is measured from finished grade at lowest side of hole. 4. Set poles in alignment and plumb except at dead ends, angles, and points of extra strain; rake poles against conductor strain 1 inch (25 mm) minimum, 2 inches (51 mm) maximum, (after conductors are installed at required tension) for each 10 feet (3 m) of pole length. Rake poles so they will not lean or bend in direction of strain when loaded. 5. Backfill holes in 6-inch (150-mm) maximum lifts, and thoroughly tamp each layer before starting the next. 6. Place surplus earth around pole in a conical shape, and tamp thoroughly to provide drainage away from pole. 7. Set poles so alternate crossarm gains face in alternate directions, except at terminals and dead ends; place gains on last two poles on side facing terminal or dead end. 8. Poles Set in Concrete Paved Areas: Install poles with minimum of 6-inch- (150- mm-) wide, unpaved gap between the pole and the edge of adjacent concrete slab. Fill unpaved ring with pea gravel to a level 1 inch (25 mm) below top of concrete slab. D. Field treat factory-treated poles and crossarms as follows: 1. Poles Treated More Than One Year before Installation: Treat portion from 24 inches (600 mm) above ground line to butt. 2. Field-Bored Holes and Field-Cut Gains and Pole Tops: Treat cut portions. 3. Unused Holes: Treat and plug with treated-wood-dowel drive pins. 4. Engage the services of a technician certified according to Part 1 of this Section to apply treatment. Comply with requirements in AWPA standards that govern original factory treatment for field-applied treatment chemicals and application. E. Crossarm Installation: Set line crossarms at right angle to line for straight runs and for angles 45 degrees and more. Bisect angles less than 45 degrees. 1. Buck Arms: Install at corners and junction poles, unless otherwise indicated. 2. Double Crossarms: Install at dead ends, corners, angles, and line crossings. 3. Equipment Arms: Locate below lines and set parallel or at right angles to them, whichever provides best climbing space. 4. Gains: Install metal pole gains only. Do not cut gains in field without specific written approval. 3.5 HARDWARE AND ACCESSORIES INSTALLATION A. All pole replacements include removing and installing all related pole hardware, cutouts, transformers, etc. to match existing poles, except as noted. B. Install washers against wood and under nuts, including eyenuts and locknuts. OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 4 C. Install nuts and locknuts wrench-tight on threaded connections. D. Install guys to resist unbalanced loads, including those developed at angles, corners, and dead ends. Install two or more guys if a single guy will not provide adequate strength. Install separate guys if unbalanced loads are separated by 36 inches (900 mm) or more. E. Protect guy strands from damage. Replace damaged guy strands. Ground guys per NESC requirements. Install guy insulators where required to comply with IEEE C2 clearance requirements and elsewhere, where indicated. Install strain insulators to prevent corrosion of anchors from circulating currents. . F. Where pole and span guys connect to opposite sides of the same pole, connect to the same pole hardware such that the tension load is on the hardware rather than the pole wood. G. . Guy Markers: Install at anchor end of guys. Clamp to guy strand or anchor at top and bottom of marker. H. Install plastic rain cap on top of each wood pole. Fasten in place with nails or lag screws. I. Install tag showing pole number on each new pole installed on this contract. Use numbers and tags detailed on staking sheets. J. Screw-in anchors shall be installed to manufacturer's recommended torque. Install extension rods where required to achieve proper installation. 3.6 INSULATOR INSTALLATION A. Medium-Voltage Line Application: Install pin type, except install suspension type at corners, angles, dead ends, and other locations where horizontal forces exceed rated values for pin or line-post-type units. 1. Install suspension insulators and hardware that have mechanical strength exceeding rated breaking strength of attached conductors. 2. Install horizontal line-post insulators for armless construction. B. Post-Insulator Conductor Support: Where installed horizontally and for line angles more than 15 degrees, install clamp-top conductor clamps. C. Install spool-type insulators for secondary lines mounted on clevis attachments or secondary racks. D. Guy Strain Type: Install fiberglass-reinforced units where specified. 3.7 CUTOUT, SWITCH, AND FUSE INSTAllATION A. Hook-Stick-Operated Switches: Install to maximize safe operating access. OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 5 B. Group-Operated, Load-Interrupter Switches and Air-Break Switches: Install operating handle 42 inches (1067 mm) above finished grade. 1. Locking Provisions: Install padlock at hasp. 3.8 FIELD QUALITY CONTROL A. COPA representative will monitor and inspect final equipment installation. Any installation deficiencies identified will be corrected by the Contractor at no additional cost to the City. B. Contractor shall perform the following tests and inspections and prepare test reports: 1. Furnish instruments and equipment required for tests that comply with NETA ATS. 2. Measure resistance of each separate grounding electrode, including pole grounds. Also measure resistance of separate grounding electrode systems before bonding together. a. Perform tests and obtain acceptable results before energizing any portion of overhead electrical distribution system. b. Results and Follow-up: If ground resistance for a single ground electrode or pole ground, tested individually, exceeds 25 ohms, add a ground electrode not less than 10 feet (3 m) away and interconnect with NO.2 AWG minimum bare conductor buried at least 12 inches (300 mm) below furnished grade. 3. Verify that initial stringing sags and tensions comply with IEEE C2 and conductor manufacturer's Product Data and written recommendations. 4. Neutral-Supported, Secondary Service Drop Cable: Test for insulation resistance while cable is isolated, before connecting or energizing. Minimum acceptable resistance is 100 megohms. 5. Existing Surge Arresters: Disconnect and measure resistance between line and ground terminals with a megger rated 600 V or more. Acceptable resistance values are 300 megohms and more. 6. New Surge Arresters, Cutouts, and Switches: Inspect after installation and connection to wiring. Verify that ratings and characteristics match approved submittals and comply with system requirements. Verify that installation complies with requirements and that clearances of units and connecting wiring comply with IEEE C2 requirements. a. Verify proper grounding of metallic equipment parts. b. Fuses and Disconnect Links: Verify that ratings and characteristics match submittals and comply with system requirements. c. Switches: OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 6 1) Manually operate each cutout and switch at least three times, to verify proper operation. 2) Verify correct contact alignment, blade penetration, travel stops, and arc interrupter operation. d. Verify that clearances of energized parts and connecting wires comply with IEEE C2 requirements. END OF SECTION 16315 OVERHEAD ELECTRICAL DISTRIBUTION 16315 - 7 APPENDIX A POWER POLE REPLACEMENTS WF-65680 GENERAL WORK REQUIREMENTS The following list provides a general summary of work requirements expected to be performed by the contractor. Detailed work requirements are provided in the previous specifications and in the referenced construction standards and work sketches (staking sheets) that follow: WORK LOCATION SUMMARY OF WORK SKETCH # 9847A A St & 7/8 Alley Replace (1) 40/3 Pole Modify framing on 2 adjacent poles 10249 4207 Fairmount Replace (1) 30/3 Pole 10286 10th & H Streets Replace (1) 30/3 Pole 10292 224 N. Washington Replace (1) 30/3 Pole with 40/3 Modify framing on 2 adjacent poles 10308 6/7 Alley East of Cherry St Replace (1) 40/3 & (1) 30/3 Pole 10318 1101 E. Front St. Install (1) New 30/3 Pole 10322 Chinook Motel Replace (1) 30/3 Pole "" 10331 1210 E. 2nd St. Replace (1) 40/3 Pole 10333 M St & 8/Westview Alley Replace (1) 40/3 Pole ~10348 Modify framing on 1 adjacent pole 4/5 Alley West of M St Replace (2) 40/3 Poles 10352 214 Whidby Ave. Replace (1) 40/3 Pole ;1E.CCROO PctK:i ~ _ F;.k:I_ li CITY OF PORT ANGELES, L1GHT.~~~IO~,~~~ET ~1l-I7." p~".:tlT't. 1 . I'ORMAI. li~ci'lr-!lBV. ~ ()Aft. 1O.ft-04 Cri:~E06v' D"Tli<~ A.CV=-az....; i:f-RkY OATe.: ~ PAQ.Eer ~EM. :;P'~.jt6TRl,.ICT~h'3: 'OC~1 ",n. 71S ....Il~y . l' AS'!' 01' .... ST "";;0<"""'" "" ,""""- RI'PLAcr ROTTED 1'01 f :<l.USf4rtoN.,UOUl1L (\ 1202 r~ lU.P .......... ~.O"-"" -1L- {J~.2(1 arntr g.a.m: LOC,ln. aJW....ltllll'~ l),lf'[- rwu: _ HUUliir.: CllWl'lCffO: NIiIC~ ~Y# -L OP$ WGR.--L T01Al.-1..- C-~Hi$ TQ~ "''''i':"._ It.:!P,_ TCl.-L- Pi,-L CI'I....L- ,~E....L. SPN< POt.C ll"4bMAA,"' ~G UNT PCt..e NUMBER ,"1RE SIZE n. Ii><: a.H, V.R.D E I 28 IlR 04 4- 2/0 CU' oO/~' Pf' ~ 01' I<, I 150 +-1/0 I<CSft 101~ Pf' J 01 E 2- 28 DR ~ 101~ Pf" J. OI- l<, 2 PI' 108 t_rOllMfl< ...~. K\lA No. ~ lOA 002- ( 1 :/.II IlR 01 "'2/0 CU' tOil Pf' 1 12' I<, 1 2CO 4-0/0 I<CSft Pfl12 I I I I I I I I .:i V I 1- 7th St. r- Iftl<, 1.. E r~ ~ I Ii D ID a~ rn '\p '\0 I \~ 8th St. ~ I 37 I I r-r;l 1- 611\' 0401 0401 AOOl DEPr IL' ---1L- ~ .~Il8()l.S' ..RE.eve e.f""'TihD A-AllO AtiCHOA SECOND...." aNAI.D, SPANln.1 VII~51:a! "001 PRQ..E-:;.T WF 16561W1 Jf'r1l'_ fJOd~. _ ....., s~" _ afk:lL~ _ fl',;t.M~Pt Ditl"":" P_I'(, '-Wf~t.lC\' 2-NaRIMl. sa;wJ,E >-c",-, TO SCHEllLli 4.FIu...w WORK ~.,~ - GIS_ In.); C:rtb _ TU,.4,.Cl1rth_ ErGr. ~.o:.._ :J<!ltvlCIi a ,,/Un. SPAN (I'U ...1RUI1.R MtBC,'~ 1HSf.u. fiIlt:AGull$ PCU .. _ lHSf'U. ~bt CC>01JC11:lt .. "':I1JLAII< roll 15.'(. ROUII.O rtR I iltIV DPIiJ4A llCfj. ROUIUl roo 15..... DPD'lA llCN. !>OTES: I. 1lE.\.'lfSLJL...TE EXISTING L1/'IEFOR U\;VO~E./l.Ano". LI'.AVf:JIIMPf:llSOFFi\'f' rOLES 28DROI ANl) 28 DR05 F'JIt FUTUIlECONNIiCTlON flvnnmRS. , GROUND WIllE ON NEW POLl> 2S0R.04 TO BE ROUTED iNSIDE FIliEIlGL\SS 1'01.1:. J. EXlsnNCi POLE 2!OROol ~L\ V liE CUT FLUSH wml Gll.OUNO AND Bini Lfl"r [N PL\Cf... .~ -;. \ ..,.~s,; 9-' '" iiI E ~ ;2l IQ f .... ;;.. CITY OF PORT ANGELES, LlGHT DIVISION - STAKING SHEET SHEEr OF --L-. \oIr64498/01 Pr<lo.n..2;:.SnDN PIilJJ(CT N~ lO249 tNliJlo(O!i:P J1>;<~ 11'.,(. 9/13~a7 , '/fJ'n? '!'COl""- tl<STRLCT[llI& RrHnvr SFIi~ICE VIRE FRO'" T::/rr C>tl:C><tP ny, i =--rt,-,<-J~ ,I:CA m". 4 207 r AIRMOUN; n.o. Tt ISSlED, RtvIUP.__ ntstS<IPilD~ or .~_.F'EPLACE SERVICE ?lJ'l_E rnu:..... WBSTA~IDHJ'F"[[llE.lh F '20l FtEtER """ 7-10 GRID HAP> --..:i..:i ST^RT Mlt, LD:A7E COK".EntN MTE. 9/18/07 71Kj~ 1<<I1\Jt~ 7336953 Cl)IPL(fto. t:QPltS' HAlNT._ It<:sP._ TtL.-L TY.---L- CPI._ rlLt.--1- PII'Ci1.sln;o--L CJlt"'~ DPS, .lllto....L. TIltN..'-2- POLE NUMBER Si'iVI FT. ....IRE SIZ[ POLE Hie PRIIWlT fR^"Jf.G u...U T D.H. URl). IR^Ns:fl1'lHtR MISC. i WY KVA No. U I I I I , , , I ~l:PT. J.D. PROJECT ---b.L- 102"9 \,'r6..;..;98/01 SYMllOLS. .-RCHOVC t-EXISTlNG A-A~1I PRll:lllTY. I-EHERl".ii:NCY 2-NORMAL SCffi:IlOLC 3-C.I\l.L TO SCliEDULE 4-rILL-lH ....lIlll< AN::HlJR SEtlMl\'\RY o.H./UG. SERVICE o.H.ll/.G. SP"'N <n.> ....IRE SIZE SP"'N (n.> IIIRE SIZE Ri! TPX El(ISTiNG POLE TIED TO fiR TREE E l 55BO~ A I 55 BQ 04 . . 30/3 SEI/ViCE Pll.( 30/3 SERVICE POLl I ~_.~: t---UV934' ---_~~;ilt1~,~hl, lrlDCJ " .---------, U~f.,,-,l~ilJt~r~'" 'O} )JJ. ~ 1 · ILL' '. .,---c----r - l' -- -~arono. st. 'r ~ I \ ,na__-~-r.;+~ lD~/':ll \~~-r~l' '-~D~~t~IGltJ I ,'-,' +> I /-LJ (~i:1-~ ~~F /~__L-- fi::i"'{U -:~, I \~~-,JI~I01 ~~'UI~,B lt9 I\~/ II '\.') /LL=_j ~IIT:i.. -- ,-- z.) ,,' VC GlenwoOcl St. 9:~~_ ~_ I. ~ \ \ \ , \ \ , .-, li!O Illl TPX 100, 40 ~l SC. L RDWlKS ~{C~RDS ?.,nt:;l HQp_ ".10_ J..=t4_ rJC~ f15S:'t._ ~otL. S:hpe1;,,_ r:r~ !top'-_ Far. "cop:s:_ m"t. 1o\,1)~_ Str. Lt&_ cas J"*ll':c...r~ T!LiVCord. _ Engr. CMd<-- e, '" ~ III ~ i5 "" ..... ..0 <<!:a:E!DS fl'llt'ld1i""..op- ~1o!U/_ ...... r)Utu ~$t~_ ~-i:J. Si-ctet,._ Grid """" _ f'"air. K;,r'j;- tt..t. Hop"- st.". ~t&- - aJ$ "'de. C..._ TlLlVc..~... - CrQr. Chock-- IIEPf. l.!I. PR!WCCT CITY OF PORT ANGELES, LIGHT DIVISION - STAKING SHEET G 7371/01 ----'=L. ~ OF' SHH1 \.IF 67371/01 ~Cf .....iltJil IOgB6 EMilNEESO B1~ o.o.TC'~ t~1l'. ~lq D4ro~ 110ft JS.SIJi:I> OlEVIXll._ ~ 2 PRllJii(:;T'f' SFECi.~ L~T=U..cTIOtd, LOCATlDl. 10th L H ST. DESCIUPlWW or ....\ll>(. REPLACE SUllSTATtllwrrtDCR, ! 1202 L.lXATC tDlPLtfIllW I/4flJ 5/15/07 STREET LIGHT POLE rCEIItR _ 6-20 TI><E. 8.00 AM ~~HY' I-EJq;RGtIlCY e-Ml1iW\l. SCHtllUl.t :I-CALL TO S'CHttI.U: ,,-rIll-ill \JeRK SI'"I4BO..S, ..-IlBlIIVE t -Exl$TlliG A-AU GRID II'" ~ 7156619 START Dt\ ID CCWLEfEt> P\rOl"I'IR' --L CRtli.-L ~MBCR' QP~. "GR..-1-. T01:'4.,.-L rll.E.-L CP~_ CO?~s. ""-JW1. _ tNSf'l_ TtLI_ TV._ HISC. I. ;t,,~ (jUY AH:hOR sECClIllAAY O.ri.lU.G. seRVICE DH/U.(i. S?1oN (f'U 1oI1RE SIZE SPAll IFl.) 'oIIRE SI HISC. TRMlsrCR"ER KVl\ Nl> 11 PC~E NUHBCR SPAN \(tRC sIze Pt1.C PRI>IARY' filAAlNG UNIl n. HlC ClH. U.ll.D. E 30/3 . 26 GO 01 ST. LT. A 26 GO 01 30/3 ST. LT. 46 DPX 170 S 0 04-1\ fD ~ t~ 0 :V'1 + l , - : I I Ii" I i " :,: ! I \ 1.__ I r 4L . '" lOth St. " I o ". ~ ~ - ~ I I I I I ~ .' , ; I, ~ (l.) '" I r I-I ~ CITY OF PORT ANGELES, LIGHT ~~~~:IO~,~ ~~~ET 11m2 .r;IR)ORrTY" I.EMEKGENCY "RO..J!cr HU\eCR; !'.I"'ECl~ll'.tSTAL(,T,)N9 LCCAn::., ;l~ S \\. ~SII~GT()N ST (€$C"Fro', O".<J"' RE-FRA \IF' ANT) R I'PI ~('F: F AIlINO DFADEt-'D ....ND GUYING l:'.il.'I2=T~l'K.:""'nt:t:t:K: \VA 1201 FG&:1(AWI.P OJ-Hl c.flOld.l.P: --IL- Lr)CATE: CO\'Fl€T"" .,),ATE: rwz.: _ "UW&f." O::PICS10 "'~"T._ .NSP._ 1ljl,.-L- Ty.-1- Cf"l-L- ,I..t:..-L. 1='\.R'l:W,S.....-1.- eKeA" --L Ct=a.waR..---1- TOTAL-1-. MISC, iii RE!.t.\"r.:KS TRAWSFORWER ~COtCARV Q..;;A1,a. SERviCE O.tUlJ,G. Mt3C. (W>' .....c..OR "'." No " EfIAli 1FT.} "'Re SIZe SP"'N (FT.I \\lRE SIZE a ~ OT- GR002 C !o Q2 3: r;ll.l 0 az.. 'DQK c !o o~ C 4 of' A 001 G 4 Gl A 0 1)4 CR 002 G 4 01 sp"", POCE !-'AIMloRY FRMU~G !..NIT PCt.E NUII.'8ER hlRE 5lZE FT. ttC 0"" U.RD. , I 1-4/0 Me +G/~ Pf J ~ I: 21 C~ eEl 3-JJG Me Pf J DB A , PF J 0$-il1. E 2 21 OR 01 A 2 JOo' 40/J E J 21 OR 01 A J 40/3 ! /LJ (\J II _ /1/ f\ AH -.-) U //! t-'\ ill ~10'\Z~ // I _ P1 ~ ;.il>(. r:::\ r-- t f--- 1 p ..\.i0 c____\_p J ~ _ . :~/7 ' - All;; llV - - 81 ~. ~ 121 ~ 7'-1 ] <If' f~-- 12:~1129~ ~&- ~7 1-[ ; r~-' ) , C J3N A I --:1::336All, j 1-4/0"~A 1 C.~~lo RECORD!! ~:.:'''''9_ re\J_ JPr'_ f,~A'nl. _ M~I..SI~(Ol5 _ DePT. ID. PRaJECi --LL- .....!!B2L WF 67537.0'0) E~@tlE~EO"'(./~ 00\:1::_~ !:t'ecr:toev, I /f...._J~ D"'E: Sllf'/07 '.I .. , ilArel~iI.'iD' RC".~e;l._ Crtd ~\u.r.; P'ljl, ~bP'Ji Oi:liI.r.4~$ ::2lt,Ui. ,~' o.TAAl D41;; SYMBC!.S: III-REMOvE E-EAi3Trca A.ADO T1l",.l;!f'I:tlo_ e"7.Ched<_ PR&:liUr,". r;IS_ t.E~eR>3ENC'I 2.'<lAI.W. SCI<EOULE )...CAll. to SCHEDULE .t-Fl.l.!tI'IJOfOX l:"l!:n c.rl, _ =D:&IPU!::~t: ~s~ ~~5w~~y.NS~T~M;g ~~Or. FOlL CO< ref> CUY. ~ TTAO-I SIlffT LlCHiltlG OPX 'M'TH OOUDlE UPSET BCt. T oIIlO IHSUI.A TOR. "TT>.eH SilfET IJCHn.~ OP. 'M'TH OCMlLE UPS(, BOLT .4ND ......sU...A TOR. At"";. ..-c." A.6....:; .rL,.._. +> (/) l: o +' Q) l: J;: V'l o 3 I roo i U i~ ',U ::; P=l O'-u. Z '''l" <( C\J #: I I M.... -r:;: .,. ~ glo..l"'\o. St. NorES: I. INSTALL NEW ANCIlOR S l'E.ET TO TIlE NORnl OF ITXlSTING hN(;JIOR AND ALlON ROll TO \\~n{fN 10 DEllllEES OF ANCHOR h TTACHMENT ON l'Ot.f:- 2, SBT NITW rOI.E TO THE SICILTTH OF AND AS CLOSE TO TIlE EXlSTING POLE AS POSSlBLE. 3. INSTALl. G 4 03 (TOP) TO NEW ANCHQR. G 4 01 (BOTTOM) 10 EXlSl1NG ^NC~IOR. 4. RECONSTIWCT EXISTING PRIMARY POLE lJEAD-ENlJ ANI) LOWI:K ALI.EY AII.\1 TO. J FEET BELOW DIO."D-END CROSSAkMS, 5. INSTALL LOWER OVEltHEAD GUY ON BACK SIDE Of' NE..... NEVfML UOLT 6. BOND TOI' OVEkHEAD GUY TO GUY POLe GROIJND. BOND LOWER OVERHEAIl om' TO 1lO1H POLE GROUNDS. 7. ATTACK ALl. SECONDARY COl\DUCTORS CROSSING wmnN; FEET OF POLES usING ~".' DOUllLE upsrrr BOL TS AND SPOOLS. 8. TRIM AND Sf.AL ALL BOtTS E..\'TENDING Mo'RB THAN J" FROM POLE SURFACE. Front Stl I l " I ,I I I fl. c..t ,-0 ~rT".4;:'(" Cf'loo.1~ bA. 1;.:.4'1". T'tna~' fM.i..b~..Mt.- ( i:.J,.l'll,l<r ~.Atf-. aJ,.;l.,,"~,~:S _"II.. ~ot (x:l\,l)..,@\..""J AS.f.:"";I,o}Ol'1 I,P ~t.<rt'5 1'hfC- 4'<. c. 4(;-- , ,,,,-is , ~ ~ ~ <;:. ^.." .,v ... ~ N 'C N "IlASE& NHITRAL --------fiL r:XISTIi\'G (IV!! ~:EAOGIJY EXISTfNG --- --- ------._~-- III !I! Iii i. tIi T III " .\1 i\ II EXISTING & DESIGNED OVERLAY PHASES NElrm.A l L Z6l0 I ~~llf~Yf ~1() ~ z----- ==- 1/16" OVI;Rllf.AfJ GUY SCALE: '''=111 5116" OVElUlEADGLN o =t -< o -n -0 C) :::;0 -t :):> :z: G) m r- m (f) r- G) :I: -t C) <: en o :z en ~ :;s:;:: :z: G) (f) ::I: rn rn -t lJ) C 'l) ii! m ". m Z -, " j- " ;1J o ~ m I~ '" '!i \\ Is ;:; ." .... \\ :E: .,. Jl ." (1 --, ~ in -, '.J ~ \ COMPLETED CITY OF PORT ANGELES, LIGHT DIVISION . STAKING SHEET II " ~~)~. r:IlY 1,.I:.;..,no;-.; + I'o'EW GUY + N VfEW LOOKING NORTH c IJ / N A c; II A VIEW LOOKING DOWN 1-' SlJPPl.EMENr~1. JUMPER OI~,GRAM ----1I..- 10192 WF 9~5J7,OI DEP1, 1.0. PR.QJECi PHASES Ni: rrR ------. ---. "" ~~.,. EXTE}I$ION WIK. \ ""'. INSTAl.!. "U.E" All;.! UPSIDI,: 1)l)\Io'1'l VIEW LOOKING WEST Jl16" nVERt-lE"O GUY ~116. OVERHF.AD(ilfY SCAl.E. I""';' ~ " ~ ~ - Q N '~ t.... I_I \if' 691f.<l/Gl p.HUef ....ae.. 1&308 CITY OF PORT ANGELES, LIGHT DIVISION - $T AKING SHEET SHE(T-1--W~ ~tlliH. ~ JA:UAL ~1TIlUCT1DtlIs.- ux..noo617 ALLEY EAST 0, CHi:RRY S1. . IIOClIipTIDO cr ...-. RF"P' II!'"!'" n..r. PfT"'F"R pnl F" SUlUATlDoI,ra:DU1> VA 1201 reeDER.... '5-10 LOC"TE CONPLLTIDO I"'C, 7/2/U7 T.... 8,00 AM ......:., Qll'lO_~ 7227676 [O>IES. Klell>_ 1>lS"'_ feL.~ rv.-L <p,,_ rIL['.J.. .......,....."...L.- ""'....1.- ~ M!A<-1- TDfAL'..1l- SfNtt "'tel C~lCg, CNlI":,ICO DT~ D"'c.~ ctCCKtl< "'1 aA1b_ JM~ 1nI.CD rg;atl'lNfl ll:CVtKD_ POL[ NlllIIlC:R SPA'" ....IRE SIZE PflU: PRI....Ry rRAKING UNIT TIlANSf"IJlIIER MISC- (jUT n, HIe Dj{ UR.1lo ."'" No. 11 E .. . I !') ell 0.. 100 ~...., cu 4013 pr 3 Ci! 50 4fW! B A ) ~'I tR 04 <0/'3 pr 3 OZ ~. 00:2. HlI Dl E ~ 29 C<l O! P . TElCO PILE: 3D .. l 2'1CRD!P 3D13 N Q te CLEVIS O. scron'"1t! fHlS SER....IC( IS TOO LIN. AlT"l'l< fO Nev steDNIlART PIlLe 6th St. .0 --- ~ ~,.~~ ~__: ._..... 8;-:_ >- .:-, .....: A:-23,o I ' ~ -/, 'p- Q:: - 1 I 2' w Ir- ~~\ 1- , II ~ "\l.. -',_ "'~. Wo.:~: : ,,''''~\l__ \. ts "'489 "'po. ~r~ . , :-.... '''\ -;',:t ..' ",:lC. \ r .it ,. '([ I \1, \ 0 " I_,:~_*' . ~___' . .'\--~ 1---'. ~,,' . \-- ,: ,\ ~L_J/\'+" , ! 1 i \ (\ " , I ~\ i \ 'n- .r '. I.~ '~" 1_ ,).on' \! ;:- 1~(,2 ,; f I _. ..:)) i , i .., e _ .. , ' \ .f I, \; Ii, \. ( +, l I I /' .. r.. I ' J :ii75 -I ! 25 ' 0.. 7th St. r- Vl \ OCPT. 1.1). PIiIlJi:er Il!:CllillS P.-"'- r~_ JI'iol_ '..d Ass;._ Mait, ShrG'1!J_ Grl<l"'~_ r.. "'41' - h~",,""_ St,..L'tg._ GIS ltd.. C.nI"--- tlLWCDt'dl _ E"1Jr. Ow~,""--- --'=L.. ~ ~/OI $T"IlOL~' ..II(HO....' t-(,(JS'UIili II-AIloD PRlrRSOl ,-EVol:IllGE.c:. 2-~ 5eHilll.l.t J-i:AU. 10 SCHEPJLC '~ILL-1tl \lOIiO( ...c:HtR ~I:Clltill<l\lrY!l.l{AJ,G. Sl:lI\IltE QtUU.c;. 51'.... (n,> \oI1lIlC SIZE SP.... (n" 1o/)11( flZE &),.60 02 Tl"X ,,>> 11/V n>x MISC_ ~ R[_XS II(I'I."'C POLC 1" 'XIS illiG U1CATlCN e~ Rl TPt ~~gT T~~~~L~~i;...CP~T~J.I~;'S~~ ~~1.~~E':f~ oliO TPO .n..eH S[,NICC ro. Z311 \I 61H 10 ~.... SCCllH_T pa. 100 " il s '; <; w <> '" ,. ~:~<o~:":~~:NGElES, lIGHT~~~~~IO:::,~~,~~ET RIPLEY, TED "Mn ,.....f* liB I R IG:4nDN lltil e: fR9NT Hillier M>>oIE: OEPT Ie -1L- ~ 'mr~""o."~ CIA" -c i.-~~-07 C~8"..xEr>a", ~CA.f.f;~ DAn:~~p" ~i\.~-o- _ ",\)R';;l)rWOl~O"', lmr:t1liti pole 10 in,,':n:a5<' C"~<e L"ld fl''UtLC 011 SEi{. ;}f(iuIIlJ trft' <;i~t1 WP~ ---1L- .s.~O/l.lI'4TAI,X;7K;>N:;' ~.'1C<<.,.C!tH:R; N01]FY TED ""'HEN.sa rEDULF..l) ltiO-l~7-1l*$1 ViA 1201 fiEtE."", J.IO '''''''1oIm S''l'W6O;..$:: .-REWOVE E.~XISTIOO A.I/JO S.TmT Q.lI.TIi~ t.OC.aJf C()Wf-'.ETlC... o,.,TE TINE.: _ '...u.Ei:::ft CCwF\.ETE.o,. <:;~1i5 TO. let.. _ ,.,. _ J::Pl _ w~ERJ,.a _ l~. _ fiLE',/'}) FURC~St.o-L CRE'"".-L CP~ .,~_ --L T{'-l.-\L ---L ?Ct.E l'iUhEEFt E I 2'C501 A -2 21CS_ 8 ~~ r i I +---_.... , i I I I 3, ---' r :. . ../ W,..... ) '-' "9-- POOJECT REt'DR~ PW'-eIlJ.1:4=' ~ ~jtid_ Wr' 7033.,f...1D I l::JU_ FMd Mil. _ "'.....IISt...~t:;;_ Glizj\'~fl$ FdJ.Jt,U~ ~:.f04~," SII. u-~. PRK)lIm': H~EI{G~NC' 2;'<Ul/AAl. SCtffO~ )..-CAll. TO $::rifOI,J", ....H:.I..INWOr.x GIS_ hie\ C.w:;._ T1L!.lt'='-'dit_ erJl1.Ctl~._ ,.,""" POW: PRNAAY FRAW1\'G UNIT 1~o.cw...R SF,C'1rI!iMY O.HiVe'. StiRVICE (; "l.l,G. \"RE 621: W:I&::. a..., ANCH.OR 9PAN (IT.) I \"RE ~ZE FT. HoC a.H. V.R.D. t<!,'A "" (lJ SP<\N (rr~1 \'tlRE SIlE !:~jl>C~U ~O/:l Pf' 30i 2~ 1870 ~ T 1 02 OR 0 01 9S f~ lP;W. I I $Dl) N002 10 i2 lPX f I I ....'- 1N. .----..'-----------. 't't--. -~--...~___.~l___,.I___,J~ ~1.J' 'V 2 Il--' ,~r {- I}Y$T ~ ,/Ly- I / lr3}b~,; I \ ,i, f / -~5 ~, j/ G;l L I (~ ,$/ ,IL_ I l>-- 1001 lOll I I III l....~. _,__ ..c. ---1.",- ,J Front St. (~r<) \1 I I .) (I lu~ :) 1M U:; (f-L.f 0 U L (fJ :; <1: (r..:. c +' Vl / / -"1 IS~ __t , c o +' (J) c 1: Vl o ~ 1017 ~ ,,,NS r ......$. "n'__ , . - .. -U. <;.L.' I -..... MISC. &. RE~VJij(S "'OlES: I. SET 30' lifT ''OLE AS S1 AKED TO INCREASE CLEARANCE AND ItE-RO\Jte OH SEll. VICE CONDUCTOR AROUND 'nu:e. 2. USE E.1CLSTING CONDUCTOR. VERII'Y NO mE DAMAGE TO INS ilLATION. }. SPLICE ADOIONAL TPX AS NEJlDIOD. ,. SEE An AOIEO SPEC FOR N ~ 00. Co' t<I e i '" - Q> ~ - ':xl ~_~~~,~~~~RT ANGELES, LIGHT DIVISIO~:,ST~I~~ET ~ m'~'" WF 11 1 46>0! CITY OF PORT ANGELES "",,,,CTN"""''' 103:1 NN.1E.' lv:'i-.-...ll. ('~J.::l"H,"""1rj') 1;t.~~tteE"E[l6.V: ~ DATe O~...I{)"{)1 O1:.cr'::r."" 'j..') o..T~ It/';o!O 1 )./ ~ r..r.TEi5SuEO Rfi\'~I:C_ :;PECW.ltJ:iTR'')CTj~r;; cr.c...",,", L 114 E IS'!' ST (6~~.E\') .....:<0<. c<G<:HJPllC<< Rr,:PLACF. ROilED SEI\V ICE LIFT rOLE )'OLR .~ a"g~ ~ SI...RiDAl'El- 5IiB:.TArlCtQIUICGrt: tOCA'~tOh'l'\J!;t"J'" o~'U:.; CO 1201 ~R\oIW". 02-32 T4otE: _ "UNU=" PN"'N~Y FRN.UiG ~IT TIW<SFORWER c.OtJPU;;1'~D". COP1E;9TO fEl.-!..- TY.-1..- CPI_ WI!TWJhC_ ....&P__ F.LE--L.. ~~;;--L- GiSl'W--L. QP.S.wr.R --L- TOT.aL -L. Pot!! NI)W~R SP,,", \\'M.ESIlE FOl.f Ff. H,l: ~ I 22 ER os JO/3" A , 22 ER os 30/5 .. t I \ 0\ \~j (\13 ----2-4l-0. - ~~-6--:"":?'-- j _..----+1--- (\ .'::.=:!.._- - .-...-..--..---..- ~, 4 -1/ ---..I ~---] 0.. URO. 1(\/" " No 2: SPOQL ~AcxtT. 2: SPC~. t LJ ~-- _.- --~--~- 315 75 WISC. .' ----,-~--- o T l ,I .I '" / ~, " I ..,;r..')fl05 P~l f.t.lp --L.. Fltid_ .PN ~ ~PT. to. PROJECT ----H- 11m2 ....'f /ll-<<O,QI fAMl!Aut. _ ~'C'.$htolftl_ Orj,jt.~ fa,f~n Oilt.U;c.. S)')t.80LS: .~RE~tOVE E.EX!STlNO .w.oo PlijOR!1Y; t.cWERGENGY Z4<ORWoI. Sm-lEDtP..r ]..CAU TO SCHEDULE ...Ft.l.IN'I~ Szr,I..t9 - Coi~- ~;a,c.n:,l _ Tll'l\.\"Cl)l'>le. _ Engr. Cth-do: _ GUy ",,(;><OR 3eCONOHlV 0 H.1J,C, SER'VlCE O.H.;U.G. MISC. a. Rft,t4RiS 3PAN!l'l ~ WilE .SIZE 5>''''' <1'1'.) ",'R~ ii'lE ,: 2~ 4/0 lPx I J NOTes: I. INST AIJ.IlOTH SpOOL BRACKETS ON SAME SlOE OF POlE WITH m,[ FOOT VERTICAL SEPARAnON. 2. ATTACH EACH Co,'IDUCTOR TO ONE SPOOL. 3, TRIM TREES FROM SERVICE CON'DueroRS ~\ J,fj__ TAP!.: AIl.MOI'. , TAPE: ...... .........._, ~ ' \A? .0 \,: i 7> 8 \,~~ <,c,'f'-\."f-- '~ ...... ,~ N N i. '" TRIPLEX TYING DIAGRAM ~ CITY OF PORT ANGELES. LIGHT DIVISION - STAKING SHEET llI&T ---!....- Of' ---2....- Y6' 72260/01 __ 10331 ~ 2-00 ASAP --- ~ 1/2 .,I\LlEY E!O Of" JONES ST. - 1210 E SECOND ST. _01'_ flEPtAa: R01TrO POLE. RAISE SERVlCl:S AS ReQUIRED __ WA 1203 __ 3-30 __ -2!.... ........._...... 10/22/07 ..- ~ _ lJ!l3Jn _rill nL.....L TV. 1 ""--..... 1 ""'""-- -.l.- ___.1 _1M .GAIL-- "'''LlO,lU,ta1 CCPl'. 1.11. -6L- ..!.!mL lJWIoIIlQl.8: ~ -- AN>> - PllUi __Uillf - MIIIC. 0IIf IlICOl IICllllIClMt Cl.IWA PQlI- _ 8llIi 1'1'. ItO o.H. IIoII.D. KlIA ..... It -lI'T~ -- I 3-338 . . fll OP. t 22 rp Q2 1011 1-41a H 40 Pf J Ob n 316 B lIO A I 2ll rp Q2 40 pf" 3 01 Ie 0 C1 -"" .....- ......- ......... - ...- IOT__ -..... ......1 __ 1 _... 7 ~ 2nd St. -----. ';;ft'Q~::~B ~ 1. t; I ~F~ _. ~. ~._., \ -.~ ~ ~-._- /H"~~ .__~I ~i.d b 6~g'hn [; o.~ I I72G\ I . eW-J " ~... a lIP 7.'lCI7 . ,-!~ :);Ol >. '-p '1- 'Q.o I:f? :-.1 3rol St. I _I PPOI!D Wf" 72260/01 ..-n\': WIEItIlEIlICY _lIICHDU.E Il-CH.I. TO eouM.IUl 4oRJ...III_ _ Cl.I\AIA -IfTJ WIRE IlIZE a:l.eo.1O,M "'PX Ml8C.a_ HEPV.a: POl.E IN !WlI[ LllC.41lllH IlBlCRD8 -... - -- -- --- ---- --- - .....-- - --- 1lIr.~ _ &E_ --- ~- _.~ II i (; ... !: fi IiIl:CIllllIII CITY OF PORT ANGELES. LIGHT DIVISION - STAKING SHEET --- - _. Ill. PClDII1Cf -- -'L- YiS.-1QJ.U ~ 7?7.t4/01 ... - SK:ET .-1..-. OF ----L- -- - ....f 72144/01 - - _III ~...m a/l7/01 --- .-no: 2 ........- ws lo.~Jl - - CIitll.... - --- .....,n .....- - - P\lI:." - _~ ... SI. Oel.."en 6TIi ond wEST\IIEW DRIVE ....- -- - - DiIi;.... - _ar_ REPiAeE ROllE!} POLE - 1IIi'.~ - I 1201 II'nIIlllUIr ..-re as - -- 6-10 __ .a.- I5TMI' ...... ..- 1.--c'I - ?-21-07 .-~ _ 7342790 -- ~8OIfilWl _CIodIo _ LCXlA1:I~""ta - IoN>> IIoCAU. T\) lIOIEIMJ!: -- ~-- ............ Il!L.-L.. ....-L- ""'- ...--1- - --- ~._-- 1 ........1.- ....... -1- .- -li- mv._- - I'(llJE __l.NlI ~ Sf( MOCIClR _Cllw.ct. ~\lH.IWl. "1Il:l.'~ PQ.E- -- -. ". ~ o.H. \lAD. IM\ .... lit "'-Il'l'') WlRElllz&: _1l'1.) WdlClllol ( , 25 EO 01 94 13"-=;~~' 40/~. PF J OJ- 10010 C/o. F2SJ( c 4 0'- 10004 1 .......'$e ''''' to ...est. Bvck-lIfm. -' PF I 03-1. C-124 A 1 25 EO 01 40/3 PF J OJ. 1~~Z4 C_~C" StT POL( ;zrT NORTH. AHCHOR 10 n TO v.tST PF 1 01 E 1 25 (Q 02 100 2-.& CV 40/3 i>F , 06 2:1 1232 A A 1 25 EO 02 PF 1 06 G 4 01 A 0 01 I I I , . , I ~0 \ 8th St, ~ ~ 7;2; I Hf Z~ .: I " vr: r .. ;;. -'< .' 1 ' C-I2~ / , I , \...~- ,( D CJ L:J " : 1 I ...1 I 1- I _~ u" _..~..u._.__.. .. -'......- --..- ; Iw'estview Dr. +>, '--r ..- .' Vl! ... ,~ ... , ill [}lJ 0 ~, Ii i o .... .... .... 1~ ~ ~fQt)'illY: ~f:'t:t1""L-lI"ST'NLcrlCtG:: CITY OF PORT ANGELES, LIGHT DIVISION . STAKING SHEET 2 WS 73993/01 PIo/.)..<!Cf N"""'" 10348 SHEET OF fWJrj!fM:Dar,.~ ",'E' 10<'6/07 CHE.~DY~ ,( iV !>.loT:': iU.I~..'S1- I I ; qr-vl!ED:_ -S'J3ST""n:f41=EEDER- 'Q:;;.roc'" 4/5 A.L' EY WEST OF "1,4" ST. D..C.....~...O.~. REPLACE: 2 BAD POl FS I 1203 10/19/07 FE~q,MP: 6-30 A 9t/lAfo,.,Te C,U!::I!::SLeI;I: f'OM).W.j- 25 6f/;ID WIoP'. 73111156 ff.l&: e:no AM ~ :CPlQ:S TC: L:x:Att:: L'OWP1ETK:'~ ~T~ "LE ..l.-1.ETE.. _...,. _~... -L ~w ---1-0P9. "OR -L TOt",- -L COWF'L::n::::I: CEFT. IO~ ~ 10348 - - - - - - - - ffiO.E<::T ,e,. --L- T\.....L. CPl. 'liF 73993/Cil SY'.llIQ,.S' ..ReW:;'J!! E-EXISnNG oI,.lUlll PRtDRIlY: '<~ERaeNCY HjCfl'.....t SCHEWU! JoCAU. to SCHBX.LE 4.F1Ll..IN\'t'Cf\X SPAN POtE FRlMARY FRAumG I)Nif t....NS.OR.'JEl'I SeOONDAR'Y' O.HJtJ.G, SERVlce- O..H.N.G. petE W"'SER \'I1f.cI!Sllf MISC. G'J"< ""C"OR FT. HIt: OJoi. U1<.O. T<.VA No.. l> SPf<N (1'''.) ....41RESIl.E SPMl(I'T.1 WIRE SIZE . . I . A 00'. E 1 25AQ05 100 4-'4 C1I 40/3 FF301 7!\ 27B C D 4 01 8:1, 7~e.o '211" A 1 25 AQ 05 -4<1/3 FF J 01 e: 2 2!\ .40 D4 100 .-,. Cu 40/3 . p, 3 01 15 787 C YARD u..n 60 t'2 WX ~ 2 25 AO C>4 40/3 pr 3 Q' 4th St. r- i! D~~~ =\~b;~o.L ~l_ C-l'i1I:~/O \.J.A ~ \ r1l : 'f :...r-'\J- ........=..=..- .:. .. 1 I '.... U;> 0 ,......(. -~} [ \ ,i I &i/ L<5~_- '[il 0--'/ \ '! i, i ;J... \ e~ Ii .~~ L: ~ [j1 0 d k,~~ ... _ J_~_....._.__...=_.. _:_.~,_~ 5th St. I '..,T-' I RECL\:tQS Per~:' Iro',i)p RItiJ J.N F..oo:I!.\;hl. ~"lI.$he(!lIS _ GridM~ _ fQf. WrilU C'''',''~l'' S\!. tJa, 1315_ IntlluCUl!li _ Tr..wc.rac _ EtlJr,Cl1p:,,_ ...,,;c. & REMARKS o~ (;\ 2 ~ I'! I~,.,. " ..... iii ~~~ANGELES, UGHT ~~ION-:~~~ET a1YOI'POII.T ANlJI!LES \ ~_ IOJS2 _"" ..1Iml.1....- ...,.,~ - ...,._ :n4 WHIDlIY A VR __ IUIPI.ACB llOl'TBDKIUl __ aBMOVB VRGlTAm>>l FROM All.OUla)POLB ....._ LA121ll3 __ 10-2(1, -.... IWB_ - --- -- -- __ -3.- _-.&1IIlOl_ -- - -- _11lI 1&-1- 1V.~ Cfto_ __ __........L _-L- _....L__ -1-_ ~ -.- t I ~ fO 03' ~ I l CNBA 3/0cu- ~ , +> (/) , C 0 U "~ I -1 C-20~ 1-}(l0A' cl F 6SK' .' _. 1/0..- J _1'lWIN01INl QJL WUIo ~ -. 0lII' - n. POUI IflIC IMIl .... " .willlllll 2:I6CU ..o/Ja ff 1 0$" 4Cl/J Ff' I O!l/T 1 01 ~ ~:''' 8. H 0 02- T 1 01". :.0 b4$ O"0022:N002 \,fhicHoy Ave. or' ; I 547' I 545 : . - - ---- ---fiO 50 r---'i 906; i ..J~ '1,'--;-i r ~~~---I! I EI4L-.! :--'~:- -: I ~~; -1 ItJ~~~: Ii -- I f'; '; "'--z'--'l-"li,-i--~,~ -lJ i ,J r :-l/T J~ "",,:____1 ." l__i ~ / _...1 '! )"~r ~ .., o.D I / /.71i' ~?:\ -'::::-':-'::'.~r\: I I ,k !// L --, '}~ I ',.o<J- V . ...~ - -.l hlL_1 r~" "-. -- 37"--- '.. ,--. .- '--\ ,____/-_-", / -m, 4P -- -;-1' "\-- ,/y---,--- - or-- ~ I ~;. f 7r'! _. r- ---/''''1 \ ."-,'1', I \ \ DEPT. l1li --Y- ~ lMIIIOUIl .- HlUSI\NO ~ PAI:l.IiCr llll_ --- ,....- -- FWd_ _ --- Qrid..... - filI..... _ *..... - ...u. - Qd- _CII$_ ~- ....-- WI' 743lWllI - ~ _SCHalUIE _lO~ ..-- AIlQCM __QIWA ~0JIJ\l.a _I/'T~ __ _I/'T~' Wll&5llI!I loP PCU 6" >Boll!: uPP(lI cconAlH'CATlON An.oW,," f'J SCALB: 1~ -.- flINl5lEIt tx.Sl'lNO xfliR. CUTOUT " ~[$ TO t4:w PQ.t l/lOUlIT 1I111R ON (il.$T !:lot QT POLf; CUTOUI 0" SOUTH APPENDIX B CONSTRUCTION STANDARDS STANDARD # DESCRIPTION AO 01 A004 G 4 01 G402 G404 Screw Anchor, 8" Screw Anchor, 8"/10" Double Helix Downguy - IBM Alumoweld, Grounded Downguy - 10M Alumoweld Downguy -18M Alumoweld G 501 G 5 02 G 503 Span Guy - 10M Alumoweld Span Guy - IBM Alumoweld Span Guy - 10M Alumoweld H 001 H 002 N001 N 002 OM 0 02 Pole with Ground Rod Pole with Ground Rod - Lower Neutral Neutral Assembly - Tangent Neutral Mounting Assembly Cutout/Jumper Assembly - 200 Amp PF 1 07 PF 1 08 PF 3 01 PF 3 03 PF 3 0581 PF 3 06 PF 3 08 PF 312 Dead End - Single Phase Double Dead End, Vertical Single Phase Tangent Crossarm Small Angle, Double Cross Arm, Three Phase Dead-End Cross Arm, Three Phase, Vertical Double Dead-End Cross Arm, Three Phase Single Alley Arm - Three Phase - High Neutral Three Phase Overhead Tap S001 S 0 04-A T1 01 T 1 02 Ornamental Street Light 150W 120V Street Light, 150W HPS With 8 Ft Mntg. Bkt. Single Phase Pole Mounted Transformer Single Phase Pole Mounted Transformer Additional Information: Issuing of electrical clearances to non-city employees Memo dated March 6, 2007. ANGLE 'A' TO BE WITHIN 1 0 DEGREES OF ANGLE 'B' ANGLE A ITEM 1. Anchor, screw - 8" single 2. Rod, anchor - %" x 7 ft 3. Eye, triple 4. Rod, anchor extension %" x 3 )2 ft 5. Coupling, rod extension 6ft MIN QUANTITY STOCK No. 1 1 1 as required 1 28507400001 285 074 00004 285 074 00003 Sheet-Lof ~ SCREW ANCHOR, 8" Date: 4/07 Appd. Eng: TO Appd. Ops: Revised: CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION A 001 ANGLE 'A' TO BE WITHIN 10 DEGREES OF ANGLE 'B' 8 \~ 6ft MIN [' ANGLE \ A \ I ITEM QUANTITY STOCK No. 285 074 00002 285 074 00004 1. Anchor, 8"-10" Double Helix 2. Rod, anchor - J4" x 7 ft 3. Eye, triple 4. Rod, anchor extension J4" x 3 J2ft 5. Coupling, rod extension 1 1 1 as required as required 285 074 00003 NOTE: Double 8" helix holds approximately 21 ,000 Ibs. maximum. ANCHOR, DOUBLE HELIX 8" - 10" CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet---1-of -1- A004 ~, /, 2. 3. 4. 5. 6. 7. 8. p. ej (i"'. Date: 4/07 Appd. Eng: ~ Appd.Ops: Revised: CONNECT POLE END OF GUY TO POLE GROUND OR NEUTRAL. 10FT. MIN. TO GRADE 1 ITEM QUANTITY STOCK No. 320 043 00007 320 020 00015 320 092 00003 280 040 00001 285 074 00019 285 074 00033 285 074 00015 285 074 00023 285 097 00016 320 092 00010 Pole Eye Attachment Plate Bolt, machine, galv. %" x 12" Washer, 3%" x 3 %" x% ", curved Wire, guy, 10M Alumoweld 10,000 LBS. Grip, guy wire, preformed, 10M Alumoweld Insulator, porcelain, strain 10,000 Ibs. Dead end, strand vise, automatic, 10M Marker, guy, plastic yellow Split-Bolt Ground Connector Spring Washer, 5/8" 1 1 1 30 ft 3 1 1 1 1 1 DOWNGUY - 10M ALUMOWELD Sheet--Lof 1 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION G 4 01 ~, /~. ~TEM 1. Attachment, fiberglass, strain insulator, 00_ 900 2. Bolt, machine, galv.,%"x 12" 3. Washer, 314" x 3Y4" x14", cUNed 4. Insulator, fiberglass, strain with rollers, 15,000 Ibs,12" 5. Grip, guy wire, preformed 1 OM Alumoweld 6. Wire, guy, 10M Alumoweld, 10,000 Ibs. 7. Dead end, strand vise, automatic, 10M 8. Marker, guy, plastic yellow ej Spring washer, 5/8" NOTE: Alternate insulator, fiberlass, strain with rollers 21,000 Ibs., 54" 30,000 Ibs. 144" Maximum guy tension 9,000 Ibs. QUANTITY 1 1 1 1 1 30 ft 1 1 1 1 1 ~. Date: 3/07 , .' . Appd. Eng: TO ~ Appd.Ops: ~ Revised: DOWNGUY - 10M ALUMOWELD WITH ROD INSULATOR CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION ::: =:/- -'. ", -<:: :> STOCK No. 285 074 00029 320 020 00015 320 092 00003 285 074 00035 28507400019 280 040 00001 28507400015 28507400023 320 092 00010 285 074 00036 285 074 00037 Sheet---Lof -1- G 4 02 ~, /V, ITEM 1. Pole Eye Attachment Plate 2. Bolt, machine, galv., % " x 12" 3. Washer, 314 " x 3 14 n x 14 ", curved 4. Insulator, fiberglass, strain with rollers 21 ,000 Ibs., 54" 5. Grip, guy wire, preformed IBM Alumoweld 6. Wire, guy, IBM Alumoweld 20,000 Ibs. 7. Dead end, strand vise, automatic, IBM 8. Guard, guy, plastic yellOW ek Spring washer, 3/4" NOTE: Alternate: fiberglass, insulator, strain with rollers 30,000 Ibs. 144" QUANTITY 1 1 1 1 1 30 ft 1 1 1 <:: =~/- -'. ------- ------- ------- ------- '. /.- -. > '- -::_- ...... STOCK No. 28507400029 320 020 00027 320 092 00003 285 074 00036 285 074 00020 280 040 00002 285 074 00016 285 074 00023 320 092 00012 285 074 00037 DOWNGUY - IBM ALUMOWELD H.S. STEEL WITH ROD INSULATOR .. Date: 3/07 Appd. Eng: TO _ Appd.Ops: \ Revised: CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet~of --1- G 4 04 @'" @, , 0, , 0" I. , I' 0, ... r<:=> i i i i ! i ! @0,,_ @ \ \ \ \ L." i ~! 3 ek : ! I i : "' - -- ---l ~, - -- - 1 ~--~ _<:__ ::::1 ITEM QUANTITY 1. Angle thimble eyelet 2. Bolt, machine, galv.%" x 12" 3_ Washer, 3 Y4" x 3 Y4" x 14 ", curved 4. Wire, guy, 10m Alumoweld 10,000 LBS. 5. Grip, guy wire, preformed, 10m Alumoweld 6_ Insulator, porcelain, strain 10,000 Ibs. 7_ Dead end, strand vise, automatic, 10m p. Ground Connector ek Spring washer, 5/8" 2 2 2 1 00 ft 5 2 1 2 2 ~ Date' 5/00 Appd. Eng: TD W Appd.Ops: JK Revised: 3/07 SPAN GUY - 10M ALUMOWELD CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION z STOCK No. 320 043 00007 320 020 00015 320 092 00003 280 040 00001 28507400019 285 074 00033 285 074 00015 285 097 00016 320 092 0001 0 Sheet-Lof ~ G 5 01 .) (~>"" ~"" 0" <=:;>- ! j i j ! j ! G" 0@ , 6 \ \ \ \ \ ! ! i G)@ ",1_ __ '"~--- l.,_ _~~= =:~ ITEM 1. Angle thimble eyeLET, 450 2. Bolt, machine, galv. %" x 12" 3. Washer, 3%" x 3%. x %", curved 4. Wire, guy, IBM Alumoweld 5. Grip, guy wire, preformed, IBM Alumoweld 6. Insulator, porcelain, strain 20,000 Ibs. 7. Dead end, strand vise, automatic, IBM p. Ground Connector ek Spring washer, 3/4" Date: 5/07 Appd. Eng: TO Appd. Ops: JK Revised: SPAN GUY - IBM ALUMOWELD Sheet---1-of ----L- @'" 0, , QUANTITY STOCK No. 2 2 2 1 00 ft 5 2 1 2 2 320 043 00007 320 020 00027 320 092 00003 280 040 00002 285 074 00020 285 074 00033 28507400016 285 097 00016 320 092 00012 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION ! ''4 ! ! ! i ! ! j ! ! i ! ! i i i ! ! ! i ! ! ! ! ! ! i ! ! j i ! i ! ! l ..- -'..i '" _<.._ _..7 G 5 02 . i 0~~~ @, , 0, , CONNECT CIRCUIT END OF GUY TO POLE GROUND OR NEUTRAL. 0" I. , ; 0, , 0~~~ / G)@ '~'0 ~::: ::-N '- ~ ::)@\....:.I ITEM QUANTITY 1. Angle thimble eyelet 2. Bolt, machine, galv.%" x 12" 3. Washer, curved, 3 Y<I" x 3 Y<I" X Y4" 4. Wire, guy, 10M Alumoweld, 10,000 LBS. 5. Grip, guy wire, preformed, 10M Alumoweld 6. Insulator, porcelain, strain 10,000 Ibs. 7. Dead end, strand vise, automatic, 10M p. Ground Connector ek Spring washer, 5/8" 2 2 2 1 00 ft 3 1 1 1 2 ~ Da<,,, 3/07 .-- . -: Appd. Eng: TO ~ Appd.Ops: JK Revised: SPAN GUY - 10M ALUMOWELD CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION "'- -<.= =:> STOCK No. 320 043 00007 320 020 00015 320 092 00003 280 040 00001 28507400019 285 074 00033 285 074 00015 285 097 00016 320 092 00010 Sheet--Lof ~ G 5 03 Q D. dt' NOTES: ~ A. Ground wire to be located on the same side as neutral conductor and in quadrant opposite climbing space or pole top pin. B. Staples on ground wire shall be 2 ft. apart, except for a a distance of 8 ft above ground and 8 ft. from top of pole where they shall be 6 inches apart. C. Ground wire to clear all hardware by 2 inches minimum and shall be stapled to maintain this position. D. Ground wire shall be stapled to the underside of the cross arm. . .. \ \ .\-:/,:\ \/\ '. \/,\\\./' /.'.-:'::'A \ \;\"\"/<>--::>... /;,\Y ./' ,0--::. \......, Y "'~\y:\ \ 'o......\ \. \ \5;~S((~~;>>0){Y~{~'\); ",;...->:'. \)-\\\<\\/::.::/,:: \\ \ \ \X;. ''".>('(/ \..'::.'...\\ \'\\~S::::\.:-:.' '. ~\\<"'. /\;;/\/::-\\\<(~ . \/\\\~'Y:/\"/\0--:\ --:., \)-\ \\\;....(\//. ~, .........\ \ \-{', \ E. Top of ground rod shall be 4 inches below grade. ITEM QUANTITY cj Wire, CU, #6 Sol. 40 ft al Staples 1 box aj Clamp, ground rod 5/8" bronze 1 ai Ground rod 5/8" x 8 ft. Copperbonded 1 p Connector,#6 SOL vise cu (Fargo) 1 <\...... /.'Y' ,\ \ '\ '\,\/;,'{"/y"":\ \ \/. V , .". ~~'o;...-::\\\/.\~~\ \ y:. ~\~\::::./\~'\;):\\\<" ~ \\\{'--:::<-~;:\~;;\\~\\./\ ...... / .........::.,\\\\\;....('"'" /y"":\ ' ;;(\ ::<-\~ \));\ \ '\-'\V' ......\ ,\ \\/(\/::.:~\ \ --::'Y /\).--:\ \ \......,\\ '//' \ \ \: <\ /~,>::--\ ,'S;;' ,...\" .\'\/\\/ /\/ 1 FT. MIN STOCK No. 28001600Q06 285 074 00048 285 097 00011 285 074 00022 285 097 00037 MAINTENANCE ONLY POLE GROUND WITH GROUND ROD Ql'" ' Date: 4/07 Appd. Eng: TO " , Appd.Ops: JK Revised: Sheet-1- oLL- CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION H 0 01 PNOTES A. Ground wire (0 be located on the same side as neutral conductor and In quadrant opposite climbing space or pole top pin. B. Staples on ground wire shall be 2 ft. apart, except for a a distance of 8 ft above ground and 8 ft. from top of pole where they shall be 6 inches apart. C. Ground wire to clear all hardware by 2 inches minimum and shall be stapled to maintain this pooition. D. Top of ground rod shall be 4 inches below grade. " . , . \.~;~<' .:' ,-' .... .~ ..,," '. . ......' ......... /' ITEM QUANTITY STOCK No. cj Wire, cu,#6 Sol. 30 ft 280 01 6 00006 al Staples 1 box 285 074 00048 aj Clamp, ground rod 518" bronze 285 097 00011 ai Ground rod 5/8" x 8 ft. Copperbonded 1 285 074 00022 P Connector,#6 SOL vise cu (Fargo) 1 285 097 00037 ~ 0"'" .m Appel. Et1g: TO Appd. OPS: JK P.~ed: POLE GROUND WITH GROUND ROD LOWER NEUTRAL CITY OF PORT ANGelES ELECTRICAl ENGINEERING SPEOFlCATION Sheet-L oLL H002 C-ek\ Pl/C/bS t~" USE FOR TANGENT POLE NEUTRAL CONDUCTORS. ANGLES SHALL NOT EXCEED: 5 DEGREES FOR CONDUCTOR 1/0 OR SMALLER 2 DEGREES FOR CONDUCTOR LARGER THAN 1/0 USE STANDARD N 002 FOR LARGER ANGLES. ITEM QUANTITY STOCK No. e Insulator Spool, 3" 1 285 074 00027 @ Washer, 2-1/4" Square 1 32009200001 @ Single Upset Bolt, 18" 1 320 020 00046 @ Springwasher, 3/4" 1 320 092 00012 @ Nut 1 320 043 00002 ~'.~"'''. Date: 3/07 Appd. Eng: TD . Appd. Ops: Revised: NEUTRAL ASSEMBLY - TANGENT Sheet--1- o'L-1- CITY OF PORT ANGELES ELCTRICAL ENGINEERING SPECIFICATION N001 c-ek ~/-'[ID , ----~_/ ~ do ! m< r: LC NOTE: See ES 0 04 for maximum turning angles. ITEM QUANTITY STOCK No. C Bolt, machine, 5/8" x 10" 1 320 020 00014 da Bracket, w/spool insulator 1 28507400027/28507400021 ek Springwasher & Nut 1 32009200012 (Orient horizontally) " Da'" 3/07 . . j Appd. Eng: TD . Appd. Ops: JK Revised: SECONDARY/NEUTRAL TANGENT ASSEMBLY Sheet---1.. oL1- CITY OF PORT ANGELES ELCTRICAL ENGINEERING SPECIFICATION N002 C 2 3 4 INSTALL CUTOUT IDENTIFICATION TAG ON . STREET OR ALLEY SIDE OF POLE 10 FT '/~~~~~~ '7~~~~,>> ~~~~ ,7//~~@-< '- -.c /'.~~~~~y ~~~~~'<! <<~~,t0-<<'/ ~~W" .J.<v,.<" /.'- ITEM QUANTITY STOCK No. 1. Clamp, hot tap, bronze #8-2/0 2. Cutout, 200A 1 5 KV 3. Bracket, cutout, mounting 4. Wire, #4/0 MC 1 1 1 10 FT 285 097 00005 285 028 00004 285 078 00001 280 016 00011 , ;".. Date: 3/2007 I Appd. Eng: ~. F . Appd. Ops: I Revised: 4/07 CUTOUT/JUMPER ASSEMBLY 200 AMP CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet-L of-L- OM 0 02 8" PROPERTY SIDE 8ft 7" 8" Position of guy when required .z /" /"" ~ .z .z NOTE: Orient eye nut vertical ITEM QUANTITY STOCK No. 1. Insulator, suspension, 35 KV 2 Clamp, deadend conductor 2 2. Eyenut, rail, oval 2 2a. Eyelet,:Ya ", straight, oval 2 3. Bolt, machine, rail x 12" 4 4. Washer, CUNed, 3X" x 3~0 4 5. Insulator, pin type, double skirt. phase. 12KV 1 6. Head pin, 240 1 7. Sp~ingwasher 3 285 07400011 28509700002 320 043 00001 320 043 00005 320 020 00015 320 092 00003 28507400031 285 074 00038 320 092 00012 (j Date: 118/02 Appel. Eng: TO . .- Appel. Ops: JK Revised: DOUBLE DEAD ENO, VERTICAL SINGLE PHASE Sheet-Lof 1 ENGINEERING SPECIFICATION CITY OF PORT ANGELES LIGHT DEPARTMENT PF 1 08 . Position of guy when required ........--Z:: ::::::>- ~ --Z:: ---r 10" 8ft o ::::::>- --Z:: NOTE: Orient eye nut vertical ITEM QUANTITY STOCK No. 1. Insulator, suspension, 15 KV 1 285 074 0001 0 2. Eyelet, rs ", straight, oval 2 320 043 00005 3. Bolt, machine, ra" x 10" 2 320 020 00014 4. Flat washer, 2X" x 2X" 2 32009200001 5. Washer, curved, 3 X " x 3 X" 1 320 092 00003 6. Springwasher & nut 2 320 092 00012 ~ Date' 1/8,02 Appd. Eng: - we Appd. Ops: _ Revised: DEAD END, VERTICAL SINGLE PHASE Sheet-Lof 1-- ENGINEERING SPECIFICATION CITY OF PORT ANGELES LIGHT DEPARTMENT PF 1 07 B 24" ..-1-. 30" I I Position of guy when requlrea NOTE: 1. Maximum angle loading 500 Ibs per pin. (20< :3.5' per 100') ITEM QUANTITY STOCK No. 1. Insulator, pin type, single skirt, neutral, white 1 28507400032 2. Insulator, pin type, double skirt, phase, 12KV 3 285 074 00031 3. Bolt, machine, %" x 14" 2 320 020 0001 5 4. Washer, 2~" x 2 ~ ", flat 8 32009200001 5. Cross arm, wood, 3 %" x 474" x 8 ft, 4 pin 1 540091 00001 6. Brace, Wood, 28" 2 285 074 00005 7. Bolt, carriage, 1/2" x 7" 2 320 020 00005 8. Screw, lag, ~ " x 4" 1 320 071 00001 9. Pin, crossarm, steel, %" x 3 %" 4 285 074 00039 10. Gain, pole, 4" x 4" 1 28507400013 11. Spring Washer 1 32009200012 MAINTENANCE ONLY ~' . ," Date: 7/07 ", Appd. Eng: TO Appd. Ops: JK Revised: TANGENT CROSSARM THREE PHASE CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet-.1.of 1 PF 3 01 Position of guy when reqUlrea NOTE: 1. Maximum traverse loading 500 Ibs per pin. (40 <: 7' PER 100') ITEM QUANTITY STOCK No. 1. Insulator, pin type, single skirt neutral, white 2 285 074 00032 2. Insulator, pin type, double skirt, phase, 12KV 6 28507400031 3. Bolt, machine, %" x 17" 1 32002000017 4. Washer 2)4" x 2)4 ", flat 13 320 092 00001 5. Cross arm, wood, 3;%" x 4% " x 9 ft, 6 pin 2 540091 00001 6. Brace, wood, 28" 4 285 074 00005 7. Bolt, carriage, % " x 4~ " 4 320 020 00005 8. Screw lag )1:2" x 4" 2 320 071 00001 , ,2 9. Pin, cross arm, steel, %" x 5 %" 8 285 074 00039 10. Gain, pole 4" x 4" 1 285 074 0001 3 11. Double arming bolt, %" x 18" 2 320 020 00032 12. Springwasher, 5/8" 5 320 092 00012 MAINTENANCE ONLY . Date: Appd. Eng: ~ Appd.Ops: ~ Revised: SMALL ANGLE, DOUBLE CROSS ARM THREE PHASE Sheet-Lof 1 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION . PF 3 03 ~ Position of guy when required 4J '----<::::::::> 11 ~e-ve (joL-!'@@ ITEM 1. Insulator, suspension, 15KV Clamp, deadend conductor 1 a. Extension Bracket 2. QUANTITY 3 3 1 STOCK No. 285 074 00010 285 097 00002 3. 4. Eye nut,%', oval 3 32004300001 2a. Eyelet, %" straight oval 1 320 043 00005 Bolt, machine, %" x 16" 320 020 0001 7 Washer, 2~" x 2~", flat 5 320 092 00001 4a. Washer, 3~" x 3~", curved 2 320 092 00003 Cross arm, wood, 3:%' x 4:%" x 8 ft, 4 pin 2 540 091 00001 Brace, Wood, 28' 4 540 091 00005 Bolt, carriage, ~ ' x 4 ~ " 4 320 020 00005 Spring Washer 5 32009200012 Double arming bolt, ~" x 18" 2 320 020 00032 Gain, pole, 4" x 4" 2 285 074 00013 Bolt, machine ~' x 12" 2 32002000014 Lockwasher & Nut, 1/2" 4 32009200011 5. 6. 7. 8. 9. 10. 11. 12. ~ D"., 5/07 . ~ Appd.Eng: TO Appd.Ops: JK Revised: DEAD END, CROSS ARM, VERTICAL THREE PHASE Sheet-Lof 1 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION PF 3 05 - B 1 Position of guy when required ITEM QUANTITY STOCK No. 1. Insulator, suspension, 15KV 6 Clamp, deadend conductor 6 2. Eye nut, % " oval 8 3. Bolt, machine, %" x 16" 1 4. Washer, 2~" x 2~", flat 18 5. Cross arm, wood, 3~" x 4%" x 8 ft, 6 pin 2 6. Brace, wood, 28" 4 7. Bolt, carriage, %' x 4Y'2' 4 8. Screw, lag,Y'2" x 4" 2 9. Double arming bolt, % " x 1 8" 4 10. Gain, pole, 4" x 4" 2 11. Doubleskirt, pin type, double skirt, phase, 12KV 3 12. Pin, cross arm, steel, %" x 5 %" 4 13. Insulator, pin type, single skirt, neutral, white 1 ,. Date' 5107 . ..' Appd. Eng: TO . Appd.Ops: JK Revised: DOUBLE DEAD END, CROSS ARM THREE PHASE CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION 285 074 00010 285 097 00002 32004300001 320 020 00017 320 092 00001 540 091 00001 540091 00005 320 020 00005 320071 00001 320 020 00034 28507400013 28507400031 285 074 00039 285 074 00032 MAINTENANCE ONLY Sheet--.Lof L- PF 3 06 approx. 5 ft 6" ...--c ITEM QUANTITY STOCK No. 1. Insulator, pin type, single skirt, neutral, white 1 2. Insulator, pin type, double skirt, phase, 12 KV 3 3. Bolt, machine, 78" x 12" 1 4. Washer, 2..l4" x 2..l4", flat 6 5. Cross arm, wood, 3~" x 4~" x 10ft, 6 pin 1 6. Brace, steel, 8 ft, alley arm 1 7. Gain, pole, 4" x 4" 1 8. Screw, lag, J..2 " X 4" 2 9. Pin, cross arm, steel,9-B" x 5 %''' 4 10. Bolt, machine, }.a" x 6" 1 11. Lockwasher & Nut, 3/4" 5 12. Lockwasher, 5/8" 1 SINGLE ALLEY ARM THREE PHASE-High Neutral CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Date: 5/07 Appd. Eng: TO Appd.Ops: JK Revised: 285 074 00032 28507400031 320 020 00015 320 092 00001 540091 000 285 074 000 28507400013 320071 00001 285 074 00039 320 020 00012 32009200012 32009200011 Sheet-L of 1 PF 3 08 o aW2< o ([J) o Note: PF 3 06/pF 3 05-A1 Shown. Other single or triple crossarm standard assemblies may be used. _k --I o Cutout locations, where specified. 10Ft crosarms reqUired. T b .1 (') 25'~25'~ i1 l,aw1 a2 ,/' d-f" - II-ill-I- - --@ II aW2/ Position of guy when required p Guy Position cu b .1 III j t I I ~ b-J Note: Neutral Position Guy angle of top down guy must be less than 39 degrees (4:5 guy lead ratio). A 1: 1 guy ratio is permitted ~ 10 foot crossarm assembly is used in bottom position. Install guy strain insulator 'w' in top down guy. ~ Date: 8/07 '. . Appd. Eng: TO . Appd. Ops: JK Revised: THREE PHASE OVERHEAD TAP (BUCKARM) CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet~of 2 PF 3 12 1 Maximum angle loading 500 Ibs per pin. (20 < :3.5' per 1 OO~ ITEM NOTE: MATERIAL QTY STOCK # a1 Insulator, pin type, double skirt phase, 12kV 6 28507400031 _ _.__. ._._____,______ _________..______________________.._____ _ '_."'N_ _....____. _~..___...~._,.._~_._."___.__._ ._.~-- --. -* -. .... ~ ._~_. ~ _ .~?_____J_l1su!~!S>~!nPll1__.tYE~~ singl~_sk~__~~utra.L_____ ...__ .h_' .._____..?_._. "n _?~.?_()2~..<:l()0~?_ c1 Bolt, machine, 5/8" x 12" 2 320 020 00015 ~__.__._______._. ___. ,___,_,_.-_~, _ _.._____,_______._ ___."'. 4__ 'u., _ _ 0" _._ __ "_' _ ___0'_' _.... __ ____ d Washer, 2 1/4" x 21/4", flat 20 32009200001 -- . .. .---..- - .----. -- .---.. --- ----..-------------.-."-.--------- -- ~,---_.._- ._------,.~-,~.__..- ------- -- -...--..---. -- - - .- ... ._. ---.- - - ..- ..---------- - f Pin, crossarm, steel, 5/8" x 6 3/4" 8 28507400039 _ .______._______..~_._.____4_.____.__.______.________.__~_._____ ___ -____. _' - _ - ..__.-. -- _....-.._.._--..~~--- -..---..---.-..--..---.-.----- g Cross arm, wood, 33/4" x 4 3/4" x 10ft, 4 pin 4 _._ __ _.~__..__~..__._________.__________._~_._._..___.____ ~_.._ _.._...._n___.___._..._ __ ._. ___ __ ~_.. _____ __ .__ _...____._.__n_ i Bolt, carriage, 1/2" x 7" 4 32002000045 - -- -..----.------ ---._-~.-_._-.-- -.---.-----.. - ..----.-------. ----~.-----y_._----------_.._._.._--- -...-.---------.- .-..--.- -.- 9 Insulator, suspension, 15kV 6 28507400010 ---- - ---- .--------------- ---..----- ---- -.- - -- -... ---. -_._.~------~---_._---_.._---_._._---_._- I Clamp,Deadend 6 28509700002 ____._._~_._.___._._.._________.__ ___ ___ _.._n.._ _____ ._......~ _ _ _ _... ._u_~ _ _.._._____.__....____~___.____ -___.___ ~.----...__ _____._.. n Bolt, double arming, 5/8" x 18" 5 32002000035 _ _ _______._______._..n__.___._ __~_ __ _ _ ____ __ _ _._._..______ ..__._.____.__u ___'__'__ __"'__'~_"__"'___'____________ P Bolt, double arming, 5/8" x 18" 8 32002000035 __. ____.___~___"_____._._._._.______._.__..___.._____._.. __._._______._.._ _____.._.__~_.___...._.__ __h__._____ ___..._.._._ _.__m_'_ ____"'_.. _._.___, aa Nut, eye, 5/8" 8 32004300001 -- .- -------------~_.._-------_.__.._-_.._--_._- -.--- -- -- ...--.---...----.------.--..-----.. --.-.. ... -_.- --.. af Fused Cutout, 100A, Where Specified 3 285 028 00001 -. .---.--------.--...-...- - .---.....---.... ..,-_..-- -..'--- .--.-- .---.~ -. - ....-.. -_._. --.--.---- ._~---_._..._-_._._--.._----. ~... --.-. --- --. aw1 Washer, spring, 1/2" 4 32009200011 -.. . _ _.. -.....- -.----. ----.. -.----...-------.-....-..---. . - ..-. -" - .--.' -'. ..- -.-.p- .,,- -.- -. - - ------_. --. .-- -- ._-~-- ---....- .-.-- .----..... aw2 Washer, spring, 3/4" 16 320 092 00012 .._____~~. ~.._._._.._...._.___._..._,,,......_.__.. H.'_'" __ ...__ +_._...~h_ _'''_''___' _._ -"---.-. ~- .--.-.-.--------.----.--..- ~-_._-- bi Gain, pole, 4" x 4" 4 28507400013 _. ~.-.. _.--+...-----_._._..._.-....--_.~......_--.._--+ -_...._-.- ----'- ..- .- --p_._... ---_.~._. -...-...- -.-..- --.- --_._---~ _. ~.__.,--_._,,-- cu Brace, wood 36" 4 540091 00005 Qf Date: 8/07 . '..;.,.' Appd. Eng: TO \!:,. co. J Appd. Ops: JK L Revised: 7/30/07 DOUBLE DEADEND, CROSS ARM 3- PHASE 12.4 7!7.2 kV CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPEOIFIOATlON Sheet~of 2 PF 3 1 2 r I 6ft L ITEM I I I U 6 ,., / 30 in , .~ 3-#10cu in 1" sch 40 PVC QUANTITY STOCK No. 1. Standard, fiberglass, 23 ft 2. Luminaire, ornamental S 0 01-A: Lantern S 0 01-8: Shielded Historic 3. Lamp, high pressure sodium, 150W, 120 V 4. Control, photo cell 5. Connector kit, fuse Fuse, street light, 5 AMP 6. Handhole 7. 1~" flex plastic conduit 8. Wire, #12-2 USE CU 600 V (i1 Date, 5/07 ". Appd. Eng; TD ~"" Ap~d. Ops; JK Revised; 1 1 1 1 1 1 1 6ft 30 ft 1 285 080 00002 285 056 00005 285 056 00006 285 050 00005 28502700001 285 034 00049 285 034 00039 285 099 00003 No stock number 28009000012 Sheet--1-of 1 ORNAMENTAL STREET LIGHT 150W 120V CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION S001 6 FT MIN. (SEE NOTE) I * SEE NOTE BELOW I I Place luminaire above curb I or edge of roadway. I Ground bracket to pole grotnd 27 FT ON 40 FT POLE 24 FT ON 30 FT POLE ITEM </~~~,'''~''// : . "- '<:/// " . ", /, " / QUANTITY 1. Luminaire, High Pressure Sodium, 150W, 120V 1 2. Bracket, 8 ft aluminum, wood pole mounting 1 3. Wire, 12-2 cu , 600V 12 ft 4. Bolt, machine, %" x 12" 2 5. Washer, 2:Y4" x 2~", flat 2 6. Fuse, flood seal kit 1 7. Fuse, street light, 5 amp 1 STOCK No. 285 056 00002 28507800008 28009000013 32002000015 320 092 00001 285 034 00049 * MOUNT BELOW NEUTRAL CONDUCTOR. LUMINAIRE HEAD TO PHASE DISTANCE MAY BE REDUCED TO 3 FEET WITH APPROVAL FROM ENGINEERING (1-- .' Date: 3/07 .: ,,: '. Appd. Eng: TO . '. 'Appd. Ops: JK Revised: STREET LIGHT, 150 W HPS WITH 8 FT MOUNTING BRACKET CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet---Lof ----L- S 0 04 - A Co 9 p ~ / 1t 31-10" Co / @ J ~. ....' Date: 11/15/06 Appd. Eng: TO . . Appd. Ops: JK Revised: 4107 SINGLE PHASE POLE-MOUNTED TRANSFORMER Sheet-L of~ CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICA1l0N T 1 01 ~ Date: 11/15/06 "c,,<, Appd, Eng: TO ~ 'Appd,Ops: JK _ Revised: 4/07 ITEM QUANTITY STOCK No. G Transformer, 7.2 kV, conventional 1 2850870000_ @ Clamp, hot tap 1 285 097 00005 o Case Ground Lug 1 285 097 00013 o Bolt, Lockwasher, Nuts 2 320 092 00001 0 Bolt, Machine, 5/8" x 10" 2 320 020 00015 0 Bracket, Transformer Mounting 1 285 097 00005 @ Split Bolt Ground Connector 1 285 097 00154 @ #6 CU Solid 1 280 016 00006 @ Cutout, distribution, fused 1 285 028 00001 @ Grounding Loop, #4 CU 1 Per Standard H 0 03 @ Wildlife guard 1 285 074 00025 @ Secondary Insulator Spool & Bracket 1 28507400021/00027 Q Transformer Lead Wire 30' See Std. T 0 03 @ Bracket, Cutout Mounting 1 285 078 00017 @#2 Str. Copper Wire 8ft @crimp-on Connector 4 285 097 ----- SINGLE PHASE POLE-MOUNTED TRANSFORMER Sheet~ of~ CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATlON T 1 01 <0 2ft 3ft <0 NEUTRAL J S'~" Date: 11/15/06 Appd, Eng: TO , .. Appd. Ops: JK Revised: 6/07 SINGLE PHASE POLE-MOUNTED TRANSFORMER Sheet-L of~ CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION T 1 02 ",'...~ ITEM QUANTITY STOCK No. G Transformer, 7.2 kV, conventional 1 285 087 0000_ @ Clamp, hot tap 1 285 097 00005 @ Case .Ground Lug 1 285 097 00013 @ Bolt, Lockwasher, Nuts 2 320 092 00001 0) Bolt, Machine, 5/8" x 10" 2 320 020 00015 0 Bracket, Transformer Mounting 1 285 097 00005 @ Split Bolt Ground Connector 1 285 097 00154 @ #6 CU Solid 1 280 016 00006 @ Cutout, distribution, fused 1 285 028 00001 @ Grounding Loop, #4 CU 1 - @ Wildlife guard 1 285 074 00025 @ Secondary Insulator Spool & Bracket 1 28507400021/00027 G Transformer Lead Wire 30' See Std. TO 03 @ Bracket, Cutout Mounting 1 285 078 00017 @ #2 Str. Copper 8' 285 078 e Dol., """'" SINGLE PHASE POLE-MOUNTED Sheet..2.... of~ .., Appd. Eng: TD TRANSFORMER '2:;. Appd. Ops: JK CITY OF PORT ANGELES T 1 02 ~ Revised: LflI/tJ7 ELECTRICAL ENGINEERING SPECIFICATION - li'~, ,'c, SUBJECT: Issuing of electrical clearances to non-city employees DATE: 03/06/07 TO: All Light Operations Personnel FROM: Terry Dahlquist, Electrical Engineering Division Jim Klarr, Light Operations Division Clearances originating from Light Operations Dispatch Office will be issued to City of Port Angeles Light Operations Personnel. The Person holding this clearance will be the responsible person who has been delegated the authority to oversee or perform specific duties under certain conditions and in accordance with specific instructions. Light Operations, Accident Prevention Plan 13.04 (b) 3. When a contractor's crew is working on the City lines or equipment, the City's designated representative shall be the person taking the clearance. The designated representative's name and radio call number shall be included in the clearance request. Prior to starting work each day, the contractor shall verify daily with the City's designated representative that the line is still safe and available. The line configuration will not be changed until the City's designated representative has received written notification from the contractor that the work is complete and that the line can return to it's normal configuration. In the event that the configuration needs to be changed and notification cannot be obtained from the contractor, both the City's designated representative and either the Light Operations Manager or the City's Engineering Manager will need to approve the change. Every effort will be made to inform the contractor of the change in the status. Jim Klarr Light Operations Manager Light Operations Division Terry Dahlquist Electrical Engineering Manager Electrical Engineering Division ADDENDUM NO. 1 TO PROJECT MANUAL FOR Power Pole Replacement PROJECT NO. WF-65680 NOTICE TO PROSPECTIVE BIDDERS February 7, 2008 NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are amended as follows: Clarification to Bidders: Is there an Engineering Estimate for this job? Engineering estimates are not given out for Small Works Roster Contracts; they are announced when the bid opening occurs. However, the City uses Small Works Roster Contracts for projects between $35,000.00 and $200,000.00. The Bid Opening Date has not been changed. Bid opening date is February 26, 2008 @ 2PM. This addendum must be acknowledged in the space provided on the Bid Form in the Project Manual that is submitted to the City. Failure to do so may result in the proposal being rejected as non-responsive. MICHAEL C. PUNTENNEY, P.E. Deputy Director of Public Works & Utilities PW-407 _13 [rev. 09/18/02] Page 1 of 1 ADDENDUM NO.2 TO PROJECT MANUAL FOR Power Pole Replacement PROJECT NO. WF-65680 NOTICE TO PROSPECTIVE BIDDERS February 15, 2008 NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are amended as follows: Changes to the Work Scope: The following work is deleted from this project: Work Sketch# 10331 - 1210 E. 2nd St. - Replace (1) 40/3 Pole Work Sketch# 10348 - 4/5 Alley West of M St - Replace (2) 40/3 Poles Additionally, delete the listing of these two work sketches form the appendix A cover sheet. The Bid Opening Date has not been changed. Bid opening date is February 26, 2008 @ 2PM. This addendum must be aCknowledged in the space provided on the Bid Form in the Project Manual that is submitted to the City. Failure to do so may result in the proposal being rejected as non-responsive. I~'" '1 ~---\ i, fYl- /!{/<- \~, ~IC~j(EL C. PON-TENNEY. P.E. Deputy Director of Public ~ities '. j PW-407 _13 [rev. 09l1BJ02] Page 1 of 1 ADDENDUM NO.3 TO PROJECT MANUAL FOR Power Pole Replacement PROJECT NO. WF-65680 NOTICE TO PROSPECTIVE BIDDERS February 22, 2008 NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are amended as follows: Clarification and Additional Construction Standard Sheet: 1) Re: 10286 - The term "St U" refers to there only being a street light on that pole, \Mth an overhead feed. The closest standard is S004-A, as noted in the "Mise" column. That shows the light mounting; there is no primary above it. 2) Re: 10352 - Standard PF105 was not included in the Bid Documents. It is attached to this addendum to become part of Appendix B - Construction Standards. 3) Re: 9487 A - Contractor must coordinate any closures of Tumwater Truck Rt. with Washington Department of Transportation (DOT), the City of Port Angeles, and Parsons, Inc., the contractor on the 8th Street bridges replacement. DOT typically requires 3 to 4 weeks advance notice. Any closure shall be done to minimize impact on the aforementioned entities. No additional costs \Mil be allowed by the City resulting from such closure for this contract or to its construction contract on the 8th Street Bridges replacement. The Bid Opening Date has not been changed. Bid opening date is February 26, 2008 @ 2PM. This addendum must be acknowledged in the space provided on the Bid Form in the Project Manual that is submitted to the City. Failure to do so may result in the proposal being rejected as non-responsive. #ilL M.C.PUNTENNE Deputy Director Public Works & Utilities Departme PW -407 _13 [rev. 09/18/02] Page 1 of 1 ~ PROPERTY SIDE 7'-7" 7" /a /b -, I =~ f : >c, aw 1'~I==f 1 '-3" 1: I ~I I -l\1 ~Aj r"<1 +==~ lA-J \ cm 8" Position of guy when required NOTE: 1. Maximum angle loading 500 Ibs per pin. (20 < :3.5' per 1 OO~ 2. Orient spring washers to cross grain. ITEM MATERIAL QTY STOCK # - . 'y"." - '~^_.',^"v"_~_"__,_~,__,,,,"_,,~_,, ..' _~".,,~.. .~.,._ ,,-- ._~. ~ __..~_~ .._. _. ~ .,,~_.. '''"''_H_' >_.,_,___..___.__,,_.___._.___ ". a Insulator, pin type (12.4717.2 kV) 1 28507400031 -..-.-.......-...--...""'. .-.--.--.'--._____ ""C. __. .n_.__.~__. __ __"'_,,^,_. ._".___,___,._ ....."..~..._..__~,... ""_ _ ,_ w ~'_' __._,.~___, .._ __,,_... ." _,_~," .._'_,...."'_.__._...__._____..._...._,,~_.~,__ b Pin, pole top, 20" 1 285 074 00038 "^-~_._. .-' -. ._~.......-. .... -+" --,- - .- .... _.-.","" '"_. _.~ "' .~...- ...__..---.... ",. _.._-~.+_......-. "', -- ---- .-.~.- .. .. .- --..-..........._~._- - -'-~' --------,-_._~_.....-..~.<--~._.-.--.__...~. c Bolt, machine, 5/8" x 12" 2 320 020 00015 - -..- -~.~ --'--,.-.." -~.~~---._.. .--..-. --- .--- -.--...-- ..'--0' ----..-..-_~ ~.._._ _ ..._.. _._,_ _"'__'__"~_____.""_ _...___..._.....~ ._._._..u._~ 4._~___..~_,..__~.___ aw Washer, spring, 5/8" 2 320 092 00010 --.- . -~. "u....h__,... ----.-.-. -..,..- _._.._.._____..._ _ ____.~.~__nJ_._.~__.~_.. .~ _. _.__ ..__. ~. '_~__.'_. _..~_....".. .._ ._.._~.._.______.___ .__....__.________._.__,._.~_.._~ cm Insulator, spool, 3" 1 Standard N 001 ~ Da.., '''''7 ;~~ Appd.Eng: TO 'C ." '. Appd. Ops; JK ~ Revised: TANGENT, VERTICAL 1- PHASE 12.47/7.2 kV CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATlON Sheet~of 1 PF 1 05 '4.57'1 GELES WAS H I N G TON, U. S. A. Public Works & Utilities Department NOTICE OF AWARD (corrected version 3/28/2008) March 24, 2008 Michels Corp, Michels Power Division Attn: John A. Brown P.O. Box 15059 Tumwater, WA 98511 PROJECT Description: Power Pole Replacements, Project No. WF-65680 The Owner has considered the bid submitted by you for the above described work in response to its Advertisement for Bids dated February 27,2008. I want to congratulate you, and I do hereby notify you that your bid has been accepted for $59,000.00, with $4,956.00 in sales tax for a total amount of $63,956.00. . As required in the bidding documents, you are required to execute the contract and furnish the required Contractor's Performance and Payment Bond and certificates of insurance within ten (10) calendar days from the date of this notice to you. Failure to execute the contract within this period will entitle the owner to consider and exercise all their rights arising out of the Owner's acceptance of your bid as abandoned and as a forfeiture of your bid bond. The Owner will be entitled to such other rights as may be granted by law. You are required to return an ackn'owledged copy of this Notice of Award" to the Owner. ! ' i "\ .! 1/ ...! ").' /j;tCL :J-- ~~-~t~:,-,~,"_' . , , '..",,", M. C. Puntenney, P.E,.. ~s ar Deputy Director, Public Wo . ~nd Utilities ACCEPTANCE OF NOTICE BY CONTRACTOR Receipt of the above Notice of Award is hereby acknowledged this _ day of 20 . Signed: Print Name: Title: Please return signed original to the City of Port Angeles Public Works & Utilities Department, attn: Power Pole Replacement, Project No. WF-65680 cc: City Clerk Phone: 360-417-4805/ Fax: 360-417-4542 Website: www.cityofpa.us / Email: publicworks@cityofpa.us 321 East Fifth Street - P.O. Box 1150/ Port Angeles, WA 98362-0217 . CITY OF PORT ANGELES NOTICE OF AWARD March 24, 2008 TO: Michels Corp, Michels Power Division Attn: John A. Brown P.O. Box 15059 Tumwater WA 98511 PROJECT Description: Power Pole Replacements, Project No. WF-65680 \ " The Owner has considered the bid submitted by you for the above described work in response to its Advertisement for Bids dated February 26, 2008. I would like to congratulate you, and do hereby notify you that your bid has been accepted for the base bid in the amount of $63,956.00. You are required, as stated in the Information for Bidders, to execute the contract and furnish the required Contractor's Performance and Payment Bond and certificates of insurance within ten (10) calendar days from the date of this notice to you. If you fail to execute said contract and to furnish said bonds within ten (10) days from the date of this Notice, said Owner will be entitled to consider all of your rights arising out of the Owner's acceptance of your bid as abandoned and as a forfeiture of your bid bond. The Owner will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this Nqtic.;e of Award to the Owner. . ~ !/ "j Dated this 24th day of March, 2008'i[1~'f::,-:::'-_'_ CITY OF PORT ANGELtS By: M. C. Puntenney, P.E'~<>~ Title: Deputy, Public Works and01Ttit~s ACCEPTANCE OF NOTICE BY CONTRACTOR ..:, Receipt of the above Notice of Award is hereby acknowledged this _ day of 20_ SIGNATURE Print Name: Title: Please return signed original to the City of Port Angeles Public Works & Utilities Department, attn: Terry Dahlquist cc: City Clerk PW 0407_17 [Revised 05/06]