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BEST N 4208 WAREHOUSE / ~f ~ V ~ BLDG. PERMIT # -or -FILE# 3 ~ ~ v Related File # ( ) Date to Review 0- - 2 i, e O:UO # PRE-CONSTI2UCTION ' Date to AA & DR Time Date Received 03-4-92 Project Name WAREHOUSE No. Lots No.Acres -Section - Township - Range SITE ADDRESS 4208 N BEST /N TRENT PARCEL # 02542-4808 w Applicant's Name RICHARD ROSS Phone # 484-2002 ~ Address Work # Date Conditions mailed Contact person BOB ALLEN Phone # 484-2002 FLOOD ZONE Yes No ✓ Engineer / Surveyor's / Architect's Name Water Address Sewer School Planning Contact Person Phone # 456-2205 Date Submitted Description Initials AGREEMENT TO PAY FEES COMPLETED FINAL PLAT FEES COMPLETED NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NOT NEEDED NOTICE TO PUBLIC NEEDS TO BE SIGNED ~ JL4,-,e 1` I ` / k ~ ?t~ r •'/Z-L P,-p 1' C.~a.`. 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T r: :•::.~.~'.~J:.:~ J.... . . { • ......................."""'........~5~............ _:..::.:.SC•.titiv.w::::: :ti•}::::'~...... . .......~........~.{S::•.r.~ . .{k1..... .........ti1Y :.......•~......ti:•::::..:::..:::::: :•:.....1................ . . TYPE OF CONFERENCE Pre-Application ✓ Pre-Construction Other: DATE: TIME: ~A~ DOCUMENTS CIRCULATED DATED REVISED APPLICATION SITE PLAN ✓ . DRAINAGE PLAN ~ LANDSCAPE PLAN Other: Other: ~ ADDITIONAL INFORMATION CIRCULATED TO CIRCULATED BY: DATE: SCAPCA-M. Ca)ne Utilities Engineering t/ Fire District # ~ Health Districtv Liberty Lake Sewer Questions? Contact Jeff Forry or: Planning,-," Other: ("~,_~r~ Spokane County DIVISION OF BUILDINGS West 1303 Broadway Spokane, WA 99260 (509) 456-3675 (office) or (509) 456-4703 (fax) • S P O K A t-T E DEPARTMENT OF BUILDINGS JAMES L. MANSON, C.B.O., DIRECTOR A TO: Francine Shaw, Planning Department Bob Turner, Division of Engineering & Roads Daryl Way, Health District Clyde Wisenor, Fire District No. 1 FROM: Jun Mascardo, Plans Examiner Department of Buildings DATE: March 13, 1992 RE: March 11, 1992 Pre-Construction Conference North 4208 Best Road Enclosed is your copy of the minutes to the referenced meeting. Should you have any questions or need additional information, please feel free to contact me. GGM:ckb cc: Bob Allen Richard Ross Dennis Scott, Public Works Department Kelle Vigeland, Air Pollution Control Authority CODE FA'110RCI3v0qT DIVISION WEST 1303 BROADWAY • SPOKANE, WASHINGTON 99260-0050 •(509) 456-3675 FAX (509) 4564703 . , . . N1.11 \ V rl LV PRE-CONSTRUCTION CONFERENCE NORTH 4208 BEST ROAD WAREHOUSE MARCH 11, 1992 CALL TO ORDER; The meeting was called to order at approximately 10:00 a. m. by the Department of Buildings Plans Examiner, Jun Mascardo with the following in attendance. PERMIT REVIEW PARTICIPANTS : Carol Bradburn, Department of Buildings Francine Shaw, Planning Department Bob Turner, Division of Engineering & Roads Daryl Way, Health District Clyde Wisenor, Fire District No. 1 APPLICANTS: Bob Allen, Atlas Steel Buildings, North 3556 Market, Spokane, Washington 99207 (509) 484-2002 Richard Ross, owner, North 4206 Best Road, Spokane, Washington 99216 (509) 928-1895 SCOPFJPROTECT DESCRIP'TION: I. General Overview - The owner, Richard Ross, is proposing to construct a new 11 unit dry storage building. Proposed will be used both for the personal use of the owner and the remainder will be leased out. The proposed units will be separated by partitions and will have a concrete floor with no floor drains. No new signs, lighting, outdoor storage areas, and/or outdoor refuge areas are proposed. The owner intends to access the site through the car wash that he owns adjacent to the site. NOTE: Upon submittal of the revised site plans, the Department of Buildings will determine the correct parcel number and address for the proposed. SjJMMARY OF DEPARTNiENTAL REQUIREMENTS : I. Planning Department (456-2205) A. Discussion Items 1. The proposed is located in a B-2 zone (not allowing the proposed use) and also in a B-3 zone (which does allow the proposed use). Please verify that the proposed is located totally in the B-3 zone. 2. The proposed is located on parcel number 02542-4808 and is effected by Zone Change 4-24-42 and Certificate of Exemption CE-77-92A. 3. Parldng requirements cannot be determined at this time, but will be based on one (1) stall for the manager, one (1) stall for each employee, and one (1) per every 300 square feet of the proposed. On the revised site plan please indicate all traffic control devices (striping, directional arrows, etc.). Applicant stated that no employees will be on site. Please submit a letter to this fact for the records. -1- . 4. A five (5) foot strip of Type III landscaping will be required along Best Road, within the vicinity of the development. All landscaping must be surrounded by six (6) inch curbing. Please submit an estimate from a nursery including size, type, quantity of landscaping, itemized cost of the irrigation system, and the cost of labor along with a promissory letter from the owner stating the landscaping will be installed. 5. Discussion was held regarding access to the site. The applicant would prefer to access the proposed from the car wash site. Francine Shaw stated that she would check with her supervisors as to if the owner could legally grant himself an easement. NOTE: Following the meeting, Francine Shaw reportad that no easement will be allowed from the car wash and that access to the proposed must be from Best Road. B. Permit Release Requirements 1. Please submit an estimate from a nursery including size, type, quantity of landscaping, itemized cost of the irrigation system, and the cost of labor along with a promissory letter from the owner stating the landscaping will be installed. 2. Please submit a revised site plan drawn to scale illustrating the south property line of the parcel, the dimension and boundary of the parcel, the zoning boundary line, parking, landscaping, and setbacks for review and approval. II. Division of Engineering & Roads (456-3600) A. Discussion Items l. Comments were given to the applicant and the Department of Buildings by Bob Turner. 2. Please submit a drainage plan for the site that is in compliance with Spokane County Guidelines for Stormwater Management. a. Drainage calculations for stormwater volumes generated on site. b. Calculations for total impervious surfaces contained within the site. c. Finished grade elevations for structures to be constructed on site. d. Finished grade elevations at the top and bottom of the 208 swale. e. A typical cross section of the 208 swale. f. Calculations to justify the number and type of drywells proposed. g. Elevation of drywell inlets where applicable. h. Copy of the proposed landscape plan. Note: metal roofs may be drained into dry wells. Specifically requested were the benchmark, scale, and 1% grade. 3. Please submit road and drainage plans prepared by an engineer for road improvements to Best Road. Best Road shall be improved to Typical Roadway Section No. 4, Access Standard. All required road construction shall be com- pleted prior to permit issuance or a bond in an amount estimated by the County Engineer to cover the cost of construction shall be submitted. The applicant was advised to submit the road and drainage plans as soon as possible so that permit issuance would not be delayed. -2- . As an alternative to the above requirement, a RID/CRP Agreement, Notice to the Public No. 6, on Best Road can be recorded. Please submit a copy of the recorded property deed to the Division of Engineering & Roads so that the agreement can be prepared. 4. Approach permits shall be obtained for new driveway approaches along Best Road. 5. All traveled surfaces are required to be paved. 6. An Agreement to Pay Fees was given to the applicant during the meeting. The agreement is to be signed by the owner and returned to the Division of Engineering & Roads. Plan review will not be completed until this document is executed. B. Permit Release Requirements 1. Please submit a drainage plan as described above for review and approval. 2. Please submit road and drainage plans prepared by an engineer for road improvements on Best Road or a RID/CRP. 3. Approach permits shall be obtained for driveway approaches along B.est Road. 4. All traveled surfaces are required to be paved. 5. Please submit a copy of the Agreement to Pay Fees signed by the owner. III. Health District (324-1577) A. Discussion Items 1. The water purveyor for the proposed is Trentwood Irrigation District No. 3 (922-7532). No water and/or sewage is proposed. No floor drains will be allowed. 2. Please indicate on the revised site plan any and all improvements to the site, including the water line from the private well on the parcel to the south. Appli- cant stated that this water line is not hooked up. This water line may not be located under the footprint of the proposed building. 3. Please submit a critical materials list to the Department of Buildings detailing any personal materials stored in the proposed for review. 3. All construction debris shall be taken to a licensed landfill. 4. Please submit a copy of the generic rental agreement for review. The tenant rental agreement must prohibit the storage of flammables, toxics, caustics, and/or explosive materials. 5. The Health District would prefer a different address for the proposed as the cax wash is addressed the same as the proposed. ' -3- r B. Permit Release Requirements 1. Please submit a copy of the generic rental agreement for review. 2. Please submit a critical materials list to the Department of Buildings detailing any personal materials stored in the proposed for review. IV. Fire District No. 1(928-2462) A. Discussion Items 1. Fire flow for the proposed has been calculated for 2,000 G.P.M.. 2. The existing fire hydrant is not able to provide the necessary fire flow. Please contact Dave South of the water district for information on fire hydrant #910. Fire district tests indicate that the water pressure from the hydrant has decreased over the last several years. The existing fire hydrant must be changed from a two port to a three port hydrant. 2. A lock (Knox) box entry system for fire department personnel access is required to be installed. Forms for ordering will be mailed to the applicant. The completed forms are to be returned to the Fire District prior to release of the building permit. The box shall be installed prior to occupancy. Please contact Clyde Wisenor regarding waiving of this requirement. 3. Please rewrite the lease agreement stating that no case hardened locks are allowed, so that the fire district can have access to the storage units with boltcutters. B. Permit Release Requirements l. The order form for the lock (Knox) box entry system shall be submitted to the Fire District prior to release of the building permit. V. Department of Buildings (456-3675) A. Discussion Items 1. Plan review has been completed on the site plan only by Jun Mascardo. 2. The proposed building must be located 15 feet from the property line unless the south wall is of one-hour fire-resistive construction. As an alternative to this, the proposed building must be 20 feet from the property line, for a distance of 35 feet from building to building. (Owner indicated the car wash building is 15 feet from the north property line. ) 3. A one-hour wall with parapets is required on the east wall of the proposed. 4. The floor must be hard surfaced (i.e., concrete). 5. Please illustrate the property line and setbacks on the revised site plans. 6. Please submit an updated critical materials list for review. -4- 7. The front page (cover sheet) of the construction drawings shall contain, at a minimum, the professional stamp with an oriEinal dated signature. This cover sheet shall include the building address, legal description and index of pages being submitted under the professional stamp. B. Permit Release Requirements 1. Two complete revised sets of plans addressing the items discussed during the meeting and other items discussed after the meeting to be submitted for review and approval. APPLICANT'S CO1VIlIENTS/ACKNOWLEDGEMENT:, The applicant acknowledged that all com men ts/requirements were understood and had no further questions at this time regarding permit requirements. CORRECTIONS : To minutes or changes from what appears in the minutes, we should be notified within one day of your receipt of these minutes. To site plans as required by any or all of the above-listed departments shall be submitted to the Department of Buildings who will then distribute accordingly to those departments. ADJOLfRNMENT: There being no further business, Jun Mascardo thanked the applicant and the departments for their participation and reminded all that he should be contacted if there are any unforeseen problems which may arise. The meeting was adjourned at approximately 10:35 a.m. Copies of Minutes to: All participants File - North 4208 Best Road Warehouse NOTE TO APPLICANT: Some time ago the County recognized the need to streamline the building permit system and accordingly initiated these Pre-Construction Conferences. Com- ments so far would indicate these conferences are successful and do enhance the permit system. As a recent participant, we would appreciate any comments you might have to further improve the process. Should you have any questions or concerns regarding your conference, please contact me at 456-3675. Sincerely, James L. Manson, Director -5- , Summary of Requirements - North 4208 Best Road March 11,1992 For your convenience the following is a listing of the permit release requirements found in the minutes and can be used as a checklist while the proposal is in the application stage. If you have any questions or concerns, please let us know. PLANNING (456-2205) n Please submit an estimate from a nursery including size, type, U quantity of landscaping, itemized cost of the irrigation system, and the cost of labor along with a promissory letter from the owner stating that the landscaping will be installed. n Please submit a revised site plan drawn to scale illustrating u the south property line of the parcel, the dimension and boundary of the parcel, the zoning boundary line, parking, landscaping, and setbacks for review and approval. Notes: , ~ DIVISION OF ENGINEERING & ROADS (456-3600). n Please submit a drainage plan for the site for review and u approval. n Please submit road and drainage plans prepared by an engineer U for road improvements on Best Road or a RID/CRP. n Please obtain approach permits for driveway approaches along u county right of way. n All traveled surfaces are required to be paved. u n Please submit a copy of the Agreement to Pay Fees signed by the U owner. Notes: , ~ HEALTH DISTRICT (324-1560) n Please sumbit a copy of the generic rental agreement for U review. n Please submit a critical materials list to the Department of u Buildings detailing any personal materials stored in the proposed for review. Notes: FIRE DISTRICT NO. 1 (928-2462) n Please submit the order form for the lock (Knox) box entry u system. Notes: BUILDINGS (456-3675) n Please submit two complete revised sets of plans addressing the v items discussed during the meeting for review and approval. Notes: , ***REMINDER*** Please submit all revised site plans to the Depart- ment of Buildings for distribution. ~ . . Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: Warehouse Date 3-11-92 Address: N. 4208 Best Parcel No: 02542-4808 "Ref No. B92023 The County Engineering Department has completed a review of the above referenced project. The followinq information must be provided in order for us to proceed with our review. A) For any new hard surface area, for an asphaltic roof, or a roof containing HVAC machinery, a drainage plan for the site shall be prepared in compliance with Spokane County "Guidelines for Stormwater Management"e At a minimum the plan must contain: 1. Drainage calculations for stormwater volumes generated on site. 2. Calculations for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and bottom of the 208 swale. 5. A typical cross section of the 208 swale. 6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell inlets where applicable. 8. Copy of the proposed landscape plan. C) The following improvements within adjacent Right of Way are required prior to the release of a building permit: 1. You must submit road and drainage plans for street improvements. These must be prepared by an engineer. Plans must be prepared for the following streets: a. Best Rd., Typical Roadway Section No. 4, Access Standard. All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. 2. As an alternative to the required road improvements the County will accept an RID/CRP agreement "Notice to Public No. 6" on Best Rd. 3. Please submit a copy of a recorded property deed from the Auditors office for the subject propertyo Upon receipt of the deed our staff will prepare the RID/CRP agreement. , ~ . ~ . . Page 2 4. Approach permits must be obtained from the County Engineering Department for driveway approaches to the following streets: a. Best Rd. D) See comments on the attached check print. Please return the check print to your contact person at County Engineering. E) Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site plan corrections as shown on plan. F) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. G) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Off ice. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished will your building permit be released. Your contact person at the County Engineering Department may be contacted at 456-3600. Your contact person is Robert Turnera L ."`C.• ~ ~ . ~ C~ O ~ Q ~ 3 . 7-7) F-N ~ 0 0 D 0 R cr.~ ; ~ 9 1 28 ~ ~ , _ ..L . •J • 1 91 n ~~~~.5 L ~ ~ ~ • 4-24-42 R ~ ~ ~ -,h.u,~►:~'~ ~~.'e . ` ~b ~ ~f, , ~ ~ r t3 4 ^ C ~ ^ ~ C• 1 h { b ! . .b ~ ,e O.',~ ts w11~ 58-64 P or f `(9 J,e4~r 11~ lI , l~• IB 3 ~ ~,~if , i7r ' to N j ~ t ~ 9 9 0 Z ► !i ~ ~ 1NIN A~~S~~u R 0 I Z tT AR k5 S ID Y SUaFACf• ~k~Q . 4 R;`'Q .T"~ io a r ~ 1', ~~o C ~ .u' - , • G£..lt_~~ ' .r ~G_.. ~ . 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WA 99201 ` DISPOSAL (509) 456-7409 FAX RECtrvki) SEP 23 1993 September 22, 1993 CM* Engineerig Mr. Gary Kennaly Spokane County Engineers W. 1026 Broadway Spokane, WA 99260 Dear Mr. Kennaly: I am writing to request that the requirement for a sidewalk on the north side of Kiernan Avenue be deleted as a required element of the rebuilding of that street. We are paying for 100% of the cost to replace approximately 600' of this street and would like to save the estimated $12,000 necessary to construct the sidewalk. We are the only landowner adjacent to the right of way on the north side and do not want any walk-in traffic to the transfer station. In addition, the sidewalk will not really lead to anywhere beyond our property in the future. I would appreciate it if you could review this requirement and let me know what you think. In the meantime we have included the sidewalk in the bid package as an alternate. Sincerely, . r.P-07--E REGIONAL SOLID WASTE SYSTEM G~ . ~ . 1*_y Phil H. Williams ~ ~ Director ~ PHW : tlt S ~ o'J' o3 P 3 'Printed on Recycled Praper" , . • DESIGN DEVIATION STAFF RECOMMENDATIONS Approved Approved w/conditions Not Approved Project Manager Date E C E ?'t Q..,~ Approved Approved w/conditions Not Approved Planning & Traffic Engineer Date L'~?~Y~ ~ ~ ~ ..,c~-,"-,► ~ ~ Approved Approved w/conditions Not Approved . . Project Maoagenlent Fngineer Date Approved Approved Nv/conditions Not Approved ~ . Operations Engineer Date SPOICANE COLN'TY ENGINEER'S DET'ERMINATION: a - . Approved w/no conditions Approved as recommended above Not Approved (Y." ) ~ ) ) Spokane Counry Engineer Date 8193 r ~ , , N a, S P O K A N E C p U N T Y OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director September 24, 1993 Mr. Phil H. Williams, Director Spokane Regional Solid Waste Disposal Project W. 808 Spokane Falls Blvd. Spokane WA 99201 . Dear Mr. Williams: . Your recent request to delete the sidewalk along the north side of Kiernan Avenue has been reviewed by staff'and approved by the County Engineer. Your efforts to complete the Kiernan Avenue construction work during this construction season are appreciated. Please advise if you need any additional assistance in this project. Very truly yours, Ronald C. Hormann,.P.E. Spokane County Engineer ~ a 1~..~ . ~`'2~• Gary W. Kennaly, P.E. Planning and Traff ic Engineer G K/kc W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715 .J e- ' • , , . DESIGN DEVIATION STAFF RECONU4ENDATIONS Approved Approved w/conditions Not Approved ' Project Manager Date E r r~.~.--..~. G A-./OAa Yeo ~l . Approved Approved w/conditions Not Approved • c a . w . 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' , ; . . . • : • . . . o- ~ . . „ - : : • • . ...:.r • . • : . . . ~ _ • - • . . , . - • . - - - • , . PUBLIC ~ WORKS FILE~ NO: * : : , ~a . 0 ; . ~ . . . - - - - - . - ~ - . - ~ , ~ ~ . - . . - 0 . . , - . - . - I "°~o-:-:,.~-:.-.-:~. - . . . . - : . . . . . . . - _ . . . ~ : : • - . 93193: : _ :1 . . - . . , KIERNAN RDAD IMPROVEMENTS ~ , Public Works File No. 93193 , The Technical Material and data contained in these Specifications were prepared under the supervision and direction of the undersigned, whose seal as a professional engineer licensed to practice as such in the State of Washington, is affixed below. 1g D. Flj y ' Z ~ -4' 0024188 ~ NAL F~G O(PIRES E;/Zy/q,L, , 4f-- (Professional Engineer) , . Approved Date (Consultant) Approved Date (Supervisory Engineer - Design) Approved Date (Director - Department of Public Works) Public Works File No. 93193 ~ TABLE OF CONTENTS Item Pace NOTICE FOR BIDS i INSTRUCTIONS TO BIDDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii SPECIAL PROVISIONS - administrative . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SP-A1 CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SP-A2 DOCUMENT COORDINATION . . . . . . . . . . . . . . . . . . . . . . . . 1 SP-A3 QUALIFICATIONS OF BIDDER . . . . . . . . . . . . . . . . . . . . . . . 2 SP-A4 PLANS AND SPECIFICATIONS . . . . . . 2 „ SP-A5 EXAI'VIINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK 3 SP-A6 CONSIDERATION OF BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SP-A7 CONTRACT BOND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 SP-A8 INTENT OF THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . 4 SP-A9 WASTESITE 5 SP-A10 CONTROLOF WORK 5 SP-A11 GUARANTEES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 SP-A12 FUNDING AGENCY CONTRACT PROVISIONS . . . . . . . . . . . . 7 ~ SP-A13 STATE TAXES 7 SP-A14 PERMITS AND LICENSES . . . . . . . . . . . . . . . . . . . . . . . . . . 7 SP-A15 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 8 SP-A16 LOAD LIMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 SP-A17 EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES 8 SP-A18 CERTIFICATION OF NONSEGREGATED FACILITIES . . . . . . . . 8 ~ SP-A19 RESPONSIBILITY FOR DAMAGE . . . . . . . . . . . . . . . . . . . . . 9 SP-A20 PROTECTION AND RESTORATION OF PROPERTY . . . . . . . . . 9 SP-A21 ACCESS TO WORK, USE OF RIGHT OF WAY AND EASEMENTS 9 SP-A22 UTILITIES AND SIMILAR FACILITIES . . . . . . . . . . . . . . . . . . 10 SP-A23 INSURANCE REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . 11 ~ SP-A24 TRAFFIC AND PEDESTRIAN CONTROL, SIGNS AND SEQUENCE OF WORK 12 ~ SP-A25 TIME FOR COMPLETION - LIQUIDATED DAMAGES . . . . . . . . 14 SP-A26PAYMENTS 14 SP-A27 PROGRESS SCHEDULE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 SP-A28 EMPLOYEE INTEREST IN CONTRACT . . . . . . . . . . . . . . . . . . 15 KIERNAN.TOC 1 8/93 SPECIAL PROVISIONS - technical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 SP-T1 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC . 16 SP-T2 MEASUREMENT AND PAYMENT . . . . . . . . . . . . . . . . . . . . . 16 SP-T3 CLEARING, GRUBBING, AND ROADSIDE CLEANUP . . . . . . . . . 17 SP-T4 ROADWAY EXCAVATION AND EMBANKMENT . . . . . . . . . . 17 SP-T5 BALLAST AND CRUSHED SURFACING . . . . . . . . . . . . . . . . 19 SP-T6 ASPHALT CONCRETE PAVEMENT . . . . . . . . . . . . . . . . . . . 20 SP-T7 MANHOLES, INLETS, AND CATCH BASINS . . . . . . . . . . . . . 26 SP-T8 CURBS, GUTTERS, AND SPILLWAYS . . . . . . . . . . . . . . . . . 27 _ SP-T9 BITUMINOUS MATERIALS . . . . . . . . . . . . . . . . . . . . . . . . . 27 SP-T10 AGGREGATES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 SP-T11 CONCRETE CURING MATERIALS AND ADMIXTURES 35 SP-T12 STANDARD PLANS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 APPENDIX A- DETAIL DRAWINGS AND SELECTED STANDARD PLANS APPENDIX P - PROPOSAL APPENDIX W- WAGE RATES INFORMATION KIERNAN.TOC 2 8/93 KIERNAN ROAD IMPROVEMENTS Public Works File No. 93193 NOTICE FOR BIDS This project consists of the construction of approximately 1960 cubic yards of excavation and embankment, 3 drainage structures, 700 linear feet of sidewalk, 4850 square yards of 4-inch thick asphalt pavement, sundry utility adjustments, and other related miscellaneous items. The City Clerk will receive sealed bids until 9:30 a. m. , September 23, 1993 for the above project located in Spokane, Washington, in accordance with Contract Documents on file in the office of the City Engineer, Public Works Department, Skywalk Level, Municipal Building, West 808 Spokane Falls Boulevard, Spokane, WA 99201-3343; telephone (509) 625-6300. The - bids will be publicly opened and read immediately following in the City Council Chambers. Copies of the Contract Documents are available at the Public Works Department upon payment of ten dollars ($10.00), which payment shall be nonrefundable. The City of Spokane ensures that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex or national origin in consideration for an award. Minority hirings are provided for in Contract Specifications. Bids shall be submitted on unit price basis on the forms provided, in accordance with the provisions of the Specifications. No bids containing unrealistic bid prices will be accepted. A certified check or surety bond in the sum of 5% of the Total Project Bid must accompany the copy of the bid filed with the City Clerk. The City of Spokane will award this Contract or reject bids within sixty (60) calendar days after the time set for the bid opening. No bidder may withdraw his bid during this period. The City Council reserves the right to reject any or all bids submitted. Successful bidder shall execute the Contract within ten (10) calendar days after receiving the Contract. KIERNAN. NOT ~ 8/93 INSTRUCTIONS TO BIDDERS ' Bids shall be submitted on the Proposal forms, Appendix P of the Contract Documents. Receipt of all addenda shall be acknowledged where indicated in the . Proposal. Bidders shall enter unit prices and extended amounts in the appropriate places provided in the Bid Items forms. All entries shall be typewritten or written in ink. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. Bidders shall tally the extended amounts and enter the totals as the Total Base Bid and the Total Alternate Bid amounts at the end of the Schedule. The Total Base Bid amount shall be inserted by the Bidder where indicated in the Proposal as the Total Project Bid, and the Total Alternate Bid shall be entered immediately thereunder as the Total Alternate Bid. Bidders shall carefully read and sign ALL proposal forms requiring signatures. Proposals of corporations shall be signed by the officer or officers having authority to sign them. If a bidder is a co-partnership, the Proposal shall be signed by an authorized member of the co-partnership. When the bidder is a Joint Venture, the Proposal shall be signed by one or more individuals as authorized by the Joint Venture. Bidders shall pay particular attention to the Minority/Women's Business Enterprise (MBE/WBE) utilization goals established in the Proposal. Even if there are no required MBE/WBE goals, Bidders shall sign ALL forms. Failure to do so will render the Bidder's Proposal nonresponsive. KIERNAN.INS ii 8/93 Public Works File No. 93193 SPECIAL PROVISIONS KIERNAN ROAD IMPROVEMENTS SPECIAL PROVISIONS - administrative - SP-A1 CONTRACT DOCUMENTS (Section 1-01.3) The Specifications for this project include (1) "1991 Standard Specifications for Road, Bridge and Municipal Construction" as promulgated jointly by the Washington State Department of Transportation (W.S.D.O.T.) and the American Public Works Association (A.P.W.A.), Washington State Chapter, including the A.P.W.A. Supplement (Division 1-99) thereto; the W.S.D.O.T. and A.P.W.A. amendments thereto, said W.S.D.O.T./A.P.W.A. Standard Specifications, Supplement, and Amendments hereinafter collectively referred to as the "Standard Specifications" and (2) the City of Spokane "Supplemental Specifications" (to the Standard Specifications, approved and adopted September 1991, and as most recently amended effective July 15, 1993). The "Standard Specifications" and "Supplemental Specifications" shall be hereinafter collectively referred to as the "Specifications". The notice for Bids, Special Provisions, (SP-A1 thru SP-A28 and SP-T1 thru SP-T12) and all appendixes to the Special Provisions shall be hereinafter referred to as the "Contract Provisions". The Plans, "Specifications" and "Contract Provisions" shall be included within the scope of Section 1-01.3 and shall be part of and hereinafter referred to as the "Contract Documents", and are hereby made a part of the Contract. Intent of Soecial Provisions. The Special Provisions are NOT intended to be a stand- alone document. Rather, they represent an attempt to assemble and disseminate what are considered to be the most salient aspects pertaining to the prescribed work, in order to facilitate the execution of the Contract. The Special Provisions are to be considered an extension of and shall be used in conjunction with the Plans and Specifications. In cases of conflict, the appropriate provisions of SP-A2 shall apply. SP-A2 DOCUMENT COORDINATION (Sections 1-01; 1-04.2) Document Hierarchy. Precedence shall be in accordance with the provisions of Section 1-04.2. KIERNAN.PRO 1 8/93 Units of ineasurement on the proposal shall govern over units of ineasurement contained in the remainder of the Contract Provisions. When typical sections sheets are in conflict with other Plans and detail drawings, the Plans and detail drawings shall _ govern. Large scale drawings shall govern over small scale drawings. Definitions. In accordance with the provisions of Section 1-01, where applicable "State" shall be construed to mean the City of Spokane, acting through its legally constituted officials, boards, commissions, etc., as represented by its authorized officers, employees or agents. SP-A3 QUALIFICATIONS OF BIDDER (Section 1-02.1) Prior to award of a Contract, the Contractor shall be required to submit evidence of _ sufficient facilities, equipment, experience and financial ability to insure completion of the work, unless waived by the City. SP-A4 PLANS AND SPECIFICATIONS (Section 1-02.2) The Plans for this project consist of two (2) paper prints and three (3) 8 1/2" X 11 " drawings included with these Contract Provisions, together with other Standard Plans of the City of Spokane and Spokane County Road Standards 1981, prepared or approved by the Department of Public Works, Engineering Division, City of Spokane, Washington. Paper prints are entitled/numbered as follows: Sheet 1 of 2: KIERNAN ROAD STA.O + 66 TO STA.10 + 50 Sheet 2 of 2: SULLIVAN ROAD ISLAND EXTENSION STA.71 +44 TO STA.73+78 SULLIVAN AND KIERNAN ROADS DETAILS Standard Plans of the City of Spokane are on file in the office of the City Engineer, Department of Public Works. Selected Standard Plans are assembled in Appendix A of these Contract Provisions. Documents Furnished To Contractor. After the Contract has been executed, the Contractor will be furnished five (5) sets of paper prints of each sheet of the Plans, and five (5) sets of the Contract Provisions. Additional copies of the Plans and Contract Provisions, when requested, will be furnished to the Contractor at cost of reproduction. The Contractor shall furnish each of the subcontractors and material men such copies as may be required for the work. KIERN AN. PRO 2 8/93 SP-A5 EXAMINATION OF PLANS, SPECfFICATIONS AND SITE OF WORK (Section 1-02.4) The Contractor shall verify all dimensions, quantities and detaiis shown in the Plans, Contract Provisions, schedules or other data received from the City representative and ~ shall notify him of a!I errors, omissions, conflicts and discrepancies found therein. Failure to discover or correct errors, conflicts, or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory work, faulty construction or improper operation resuiting therefrom, nor from rectifying such conditions at his own expense. All material schedules are given for the convenience of the City representative and the Contractor, and are not guaranteed to be complete. The Contractor shall assume all responsibility for the making of estimates of the size, kind and quality of materials and equipment included in work to be done under the Contract. However, condiiions unknown to the Engineer and Contractor, but which result in _ increased cost to the Contractor, fall within the scope of "Changed Conditions (Differing Site Conditions)", Section 1-04.7 of the Specifications. Questions. Prior to receipt of the Notice to Proceed, all questions concerning these Contract Provisions shall be referred to the City's consuitant for this project. Consultant's name: Centurv West En4ineerinq Corporation Consultant's phone: (509) 838 - 3810 After the Notice to Proceed is issued, all questions shall be referred to Century West Engineering Corporation (509) 838-3810. ' Preconstruction Conference. Before starting the work, a conference will be held to review schedules, establish procedures for handling shop drawings and other submissions, and to review other pertinent aspects of the work, in order to establish a working understanding between the parties regarding the project. Present at the conference shall be the Owner or his representative, the resident project representative and the Contractor or the Contractor's Superintendent or subcontractors. SP-A6 CONSIDERATION OF BIDS (Section 1-03.1) The concrete sidewalk on this project may be deleted and is pending Spokane County approval. If the concrete sidewalk is required and is to be included in this contract the bid amount for Alternate Items A-1 and A-2 will be added to the base bid price and the extended total for base bid item No. 11 will be deducted from the bid price. KIERNAN.PRO 3 8/93 The low bidder, for purposes of award, shail be the conforming responsible bidder offering the low aggregate total bid. The aggregate total bid will be comprised of the Base Bid, plus those alternates selected by the Owner which will provide the most desirable features affordable within the funds available for the project. Bidders are hereby notified that the City is likely to reject ALL bids if the lowest responsive, responsible bid exceeds the project estimate by an unreasonable amount. In the event all bids are rejected for this reason, this project may be deferred for readvertising, until a more competitive bidding climate exists. SP-A7 CONTRACT BOND (Section 1-03.4) Additional BondinQ Reauired. In addition to the five (5) percent Bid Bond requirement in the Notice For Bids, the successful bidder shall furnish an executed Contract Bond within ten (10) calendar days after the date of award, on a form approved by the Owner and signed by an approved surety or sureties, IN THE FULL AMOUNT OF THE CONTRACT PRICE. Unless otherwise approved by the City, the surety's name must appear on the United States Treasury Department's list of authorized sureties - Circular 570 as amended. Contract Bond shall remain in effect for one (1) year following the final acceptance of work. SP-A8 INTENT OF THE CONTRACT (Section 1-04.1) The apparent silence of the Contract Documents as to any detail, or the apparent omission from them of any detailed description concerning required work or materials to be furnished for the proper execution of the work, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of the best quality is to be used, and the interpretation of the Contract Documents shall be made upon this basis. Scoqe of Work. The work under this Contract shall be held to include, but shall not be limited to reconstruction of Kiernan Road from Sullivan Road west approximately 990' with curb and gutter, sidewalk, asphalt paving, and drainage facilities. The Contractor agrees that he shall repair or restore all structures and property that may be damaged during, and occasioned by, his performance of the Contract. , K[ERNAN.PRO 4 8/93 SP-A9 WASTE SITE (Section 2-01.2(2)) The Contractor is hereby notified that the Acme Concrete waste site (located south of Broadway, slightly east of Carnahan), referred to in the Contract Documents of previous City projects , IS NO LONGER AVAILABLE FOR DISPOSAL OF WASTE MATERIAL. The Contractor shall be responsible for locating a suitable site for the legal disposal of project-generated wastes in accordance with Section 2-03.3(7)C. All costs associated with the disposal shall be incidental to the project. SP-A10 CONTROL OF WORK (Section 1-05) Enaineerina and InsQection. Necessary field engineering and inspection supplied by the City will be on the basis of five (5) eight (8) hour days per week, from 7:00 a.m. to 3:30 p.m., except for recognized holidays. The total cost of such engineering and inspection will be borne by the City. The cost for any field engineering and inspection required beyond the above described limits shall be at overtime rates, which are currently established at one and one-half time. The cost for overtime inspection shall be shared by both the City and the Contractor in accordance with the following policy: (1) The City will absorb the base cost for the inspection services; (2) The Contractor shall be responsible for the marginal overtime cost, which is fifty percent (50%) of the base cost. Currently, the marginal overtime cost for inspectors is $16.50 per hour, which cost shall be fully borne by the Contractor. It shall be understood that inspection supplied by the City is for the convenience of the Contractor, and that such inspection shall not relieve the Contractor from determining to his satisfaction that he is in full compliance with Contract requirements, nor relieve him from any responsibility for the work assigned to him by the Contract. Where required, the City will provide reference points, adjacent to and within the . Contract area, for establishment of horizontal and vertical control of ihe work, including offset reference points at appropriate intervals. Where new construction connects to existing facilities, the Contractor shall check and establish the exact location prior to construction of the facilities. Substantial Comoletion Date. When the Contractor considers the entire work ready for its intended use, the Contractor shall certify in writing to the Engineer that the entire work is substantially complete and request that the Engineer concur and establish a date of substantial completion. Within five (5) working days the KIERN A N. PRO 5 8/93 Contractor and the Engineer shall complete an inspection of the work to determine the status of the completion. If the Engineer does not consider the work substantially complete, the Engineer will notify the Contractor in writing giving the Engineer's reasons therefor. If the Engineer considers the work substantially complete, the Engineer will concur in writing to the Contractor that the work is substantially complete and shall therein fix the date of substantial completion. In addition, a list of any deficiencies requiring completion or correction before final inspection shall be prepared. This list of deficiencies (punch list) shall be completed by the Contractor within ten (10) working days after the receipt of the "punch list". Working days from the date of substantial completion to the end of the ten day correction period shall not be counted against the Contract time. If such deficiencies have not been corrected within the 10 day period, Contract time shall again commence and all additional working days shall be counted until such time as the Engineer concurs that all "punch list" items have been completed. The Engineer will not make the final inspection until such punch list items have been completed by the Contractor and all subcontractors. Actual Comqletion Date. Upon correction of all deficiencies the Contractor shall notify - the Engineer that all items have been completed. The Engineer will then make a final inspection and notify the Contractor in writing of the date upon which the work was considered complete. All inspections necessary to determine the completeness of the deficient items, with the exception of the final inspection, shall be at the Contractor's expense. The cost of such inspections shall be based on the actual manhours required to make the inspection(s) at a rate of $36.00 per hour. The Contractor will not be allowed an extension of contract time because of any delay in performance of the work attributable to the exercise of the City's rights hereunder. SP-A11 GUARANTEES (Section 1-05.10) Neither the final certificate of payment nor any provisions in the Contract Documents, nor partial or entire occupancy of the premises by the Owner, shall constitute an acceptance of work not done in accordance with the Contract Documents, or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for any damages to other work resulting therefrom which shall appear within a period of one (1) year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptness. KIERNAN.PRO 6 8/93 SP-A12 FUNDING AGENCY CONTRACT PROVISIONS (Section 1-10) The provisions of Section 1-10.1 and Section 1-10.1(3) of the City of Spokane Supplemental Specifications, together with all applicable provisions of Federal, State and Local laws shall be adhered to during the life of the Contract. SP-A13 STATE TAXES (Section 1-07.2) General. The Washington Department of Revenue has issued special rules designed to assist the Contractor in accurately reporting to the Department of Revenue the Contractor's tax liability. Although the City may furnish information in the Specification regarding the application of state taxes to a particular Contract or bid item, it shall be the Contractor's responsibility as to the correct interpretation of the laws and regulations relating to such taxes. Adjustments will not be made in the amount to be paid by the Owner under the Contract because of any misunderstanding by the Contractor as to the Contractor's liability for, or the amount of, any taxes. If the Contractor is in doubt as to the tax procedures in any particular case, the Contractor shall consult with the Washington State Department of Revenue. Tax Accountin4 Criteria. Current criteria require that all portions of work under this Contract be classified as either public street improvements or NOT public street improvements, with the mechanics of tax collection varying in accordance with the classification of work. IN ALL CASES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY AND ALL TAXES DUE, DIRECTLY TO THE STATE, NOT TO THE CITY. The method by which the Contractor is "reimbursed" for taxes paid or payable, in conjunction with the work performed under and in accordance with this Contract, shall correspond to the appropriate work classification as hereinafter described. Public Street Imqrovement Work - State Sales Tax (Rule 171) FOR THIS PROJECT, ALL OF THE WORK HAS BEEN CLASSIFIED AS BEING PUBLIC STREET IMPROVEMENTS. SP-A14 PERMITS AND LICENSES (Section 1-07.6) Permits. Below is a list of permits that may be required on typical projects, and where they may be obtained. The list is included for the Contractor's benefit, and is NOT considered exhaustive: KIERNAN.PRO 7 8/93 1. Hydrant Permit - Trentwood Irrigation District 922-7532 2. City Business License - Taxes and Licenses 625-6070 3. County Obstruction Permit - County Engineering Division 456-3600 Permit Fees. Except as may be specifically indicated otherwise herein, the Contractor shall be responsible for payment of all fees for necessary permits, including any ancillary charges or expenses which may be occasioned by the Contractors work. SP-A15 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC (Section 1-07) The unit price of $25.00 per each, for bid item "Wage Certification Fee", shall be full compensation to the Contractor for compliance with the State law. The Contractor shall be paid for the exact number of submittals over the life of the Contract. To be reimbursed, the Contractor shall submit, along with his invoice for final payment, a list of the amounts already paid, the names of the Contractors for whom the amounts were paid, and the amount to be paid for affidavits not yet approved. To be paid for not yet filed affidavits, the City must have on file a statement of intent to pay prevailing wages for that Contractor. Wa4e Rates. The wage rates incorporated in this Contract have been established by the Washington State Department of Labor and Industries, and are included in Appendix W for Bidders' information. Subcontractinq. In addition to the requirements of Section 1-07.11(9), before payment of the final estimate, the Contractor shall submit an affidavit of amounts paid Minority Business and Women's Business Enterprise participants on the form(s) provided by the Engineer, certifying the amounts paid to the participants. SP-A16 LOAD LIMITS (Section 1-07.7(1)) The Contractor and its subcontractors, agents or suppliers shall adhere to chapter 46.44 of the Motor Vehicle Laws of the State of Washington, and local laws that control traffic or limit loads. See Section 1-07.7. SP-A17 EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES (Section 1-07.1 1 ) The provisions of Section 1-07.1 1 shall be adhered to during the life of this Contract. SP-A18 CERTIFICATION OF NONSEGREGATED FACILITIES The Contractor is hereby advised that by signature of the bid for this project, he is deemed to have signed and agreed to the provisions of "Certification of Nonsegregated Facilitieswhich is included with and made part of these Coniract Documents. KIERN AN . PRO 8 8/93 Subcontracts and materials supply agreements which exceed $10,000 also require certification of nonsegregated facilities as set forth in the Proposal for this project. Section 1-08.1 of the Specifications shall be supplemented to require that all requests for permission to subiet, assign or otherwise dispose of any portion of this Contract shall be accompanied by evidence of this certification by subcontractors and materials suppliers in compliance with the provisions of the Equal Opportunity Clause. SP-A19 RESPONSIBILITY FOR DAMAGE (Section 1-07.14) The Contractor shall note the provisions of Section 1-07.14 as regards the Contractor's responsibilities, liabilities and obligations in relation to the work under this Contract. SP-A20 PROTECTION AND RESTORATION OF PRQPERTY (Section 1-07.16) The second paragraph of Section 1-07.16(1) is hereby amended to include the property being installed or becoming a part of this project or Contract. Above4round. Repair of damage to surface improvements, located in right of way or private property abutting this improvement, whether within the area to be removed as specified by Contract or not, shall be the responsibility of the Contractor. Repair items shall include but not be limited to fence, walks, sheds, trees, shrubs and flower beds. The Contractor will be required to either remove and reinstall or to replace in kind any such improvement which interferes with the construction or which is damaged due to his operation, at no cost to this Contract, unless specifically addressed in other SPs. SP-A21 ACCESS TO WORK, USE OF RIGHT OF WAY AND EASEMENTS In addition to the provisions of Section 1-07.17 and Section 1-07.24 the following shall be adhered to. The proposed street or utility improvements lie in the public right of way or in rights of way or easements to be acquired by the County. All required rights of way, easements and "rights to enter" for the construction will be acquired or provided by the County prior to the start of construction. When required, utility poles will be removed by the Utility Company, and fire hydrants will be moved by the Trentwood Irrigation District. However, the Contractor shall be responsible for giving sufficient advance notice to the Uti(ity Company or the Irrigation District. KIERN AN . PRO 9 8/93 SP-A22 UTILITIES AND SIMILAR FACILITIES (Section 1-07.17) The City of Spokane has communicated with local utility companies regarding this - project. Accordingly, at least the following underground private and public utilities are known or thought to exist: (X) Natural Gas The Washington Water Power Company , (X) Power The Washington Water Power Company ( ) Telephone U.S. West Communications Television Cox Cable TV of Spokane ; (X) Water Trentwood Irrigation District Sewer Spokane County, Utilities Department (X) Traffic signal conduit Spokane County, Traffic Engineering Department The locations of the above-listed utilities are indicated in the Plans, and are accurate to the best of the City's knowledge. One Call Utilitv Location Service. Prior to excavation, the Contractor shall notify all utility owners of his intent to excavate, and shall request that the utility owners mark the location of their services. The Contractor shall call the Utility Location Request Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, State or Federal holiday. THE TELEPHONE NUMBER FOR THE ONE CALL CENTER FOR THIS PROJECT IS 456-8000. The utility company shall mark the locations in a timely manner, before excavation may commence. The Contractor shall exercise reasonable care during the course of his work to avoid damaging the underground utilities. It should be understood that in accordance with Section 2-03.3(19) and the provisions of Chapter 19.122 RCW, the party failing to comply with the above-referenced provisions shall be liable for any damages. Loosening and final adjustment of utility castings shall be accomplished by the Contractor in conformance with the Technical Special Provisions herein. The Contractor shall be responsible for setting and maintaining reference points to the located structures. Should the reference points be subsequently lost or destroyed, and the Contractor desires the City to relocate the structures, said relocation shall be at the Contractor's expense. Field Verification of Utilities. In cases where additional field verification of utilities is required, the procedure below shall be followed: KIERNAN.PRO 10 8/93 Where approved or required by the Engineer, field verification of invert elevations and size of pipe for existing sewers shall be accomplished by the Contractor by means of closed level circuits tied to Spokane County datum. Field verification of existing sewers shall be considered incidental to other items in the Proposal. Where approved or required by the Engineer, field verification of existing water, gas, telephone, and petroleum lines six (6) inches or greater in diameter shall be done by the Contractor by means of excavating, checking elevations and sizes of the existing utilities against Contract Documents, backfilling, and providing temporary pavement repair. Elevations shall be accomplished by closed level circuits tied to Spokane County datum. Temporary road repairs shall consist of backfill, compaction, and pavement repair AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL PERMANENT REPAIRS ARE COMPLETED. All field verification work will be completed prior to initiation of any construction activities. All costs involved in performing the verification of existing utilities as specified herein shall be included in the other bid items of this Contract. SP-A23 INSURANCE REQUIREMENTS The Contractor shall procure appropriate insurance and maintain such insurance for the duration of the project. Insurance shall meet the requirements of Section 1-07.18, PROVIDED that the minimum limits shall be revised as follows: Comprehensive or Commercial General Liability - No change Automobile Liability - No change Workers' Compensation and Employers' Liability - No change For consultant-designed projects, the Contractor shall include the Consultant, in addition to the City, as additional insured under any policies for this project, PROVIDED that the Consultant need not be named on any property insurance policy. The consultant for this project is Century West Engineering Corporation. Comoliance. Failure of the Contractor to fully comply with these requirements will be considered a material breach of Contract and shall be cause for immediate termination of the Contract at the option of the Owner. The Owner will not pay progress estimate payments due under Section 1-09.9 of the Specifications until the Contractor has fully complied with this section. This remedy is not exclusive and the Owner may take such other action as is available to it under other provisions of this Contract, or otherwise in law. KIERNAN. PRO 11 8/93 Coverage in the minimum amounts set forth herein, or as provided by the Contractor, if greater, shall not be construed to relieve the Contractor from liability in excess of such coverage limits. SP-A24 TRAFFIC AND PEDESTRIAN CONTROL, SIGNS AND SEQUENCE OF WORK General Requirements. In accordance with Section 1-07.23 of the Specifications, the Contractor shall plan his operations and arrange his construction schedule in such a manner as to interfere as little as possible with the normal flow of traffic and shall completely coordinate his operation with the designated City Representative. Questions regarding traffic flow will be coordinated by the construction engineer with the Traffic Engineering Director for the best method of regulation. Access to private properties within the work area, and maintenance of roadway surfaces for the use of traffic shall be in accordance with Section 1-07.23(1). Detours. The use of off-site detours shall not be allowed for this project. Traffic Control SiQns and Devices. Signs furnished, erected and maintained by the Contractor shall be in accordance with Part 6 of the FHWA Manual on Uniform Traffic Control Devices, as applied to urban speed conditions also the ATSSA handbook, Qualitv Standards for Work zone Traffic Control Devices. The signing, barricading and channelizing devices sequences actually used must fulfill the requirements for the safe and expeditious movement of traffic through construction zones, and for safety of the work force performing the contract work. Payment for furnishing, maintaining and removing the required traffic control devices shall be in accordance with the provisions of SP-T1 herein. Traffic Lanes. A traffic lane, as referenced to the movement of vehicular traffic through or around a construction area, shall be a minimum of ten (1) feet in width. Measurement and Pavment for Traffic Control (Section 1-07.23(5). Labor for traffic control shall include flagging, and also labor for setting up and removing Class B construction signs and other temporary traffic control devices. Placement and removal of Class A signs and traffic control devices is NOT included. Payment for traffic control labor shall be in accordance with the provisions of SP-T1 herein. KIERN AN. PRO 12 8/93 Traffic Sians TemDorarv SiQnaqe. The Contractor shall be responsible for furnishing ALL required temporary signs, including but not limited to stop, one-way, and speed zone signs, and shall erect, maintain, and remove ALL TEMPORARY SIGNAGE in accordance with the provisions of subparagraph, Traffic Control Siqns and Devices, above. Removal of Permanent SiQns. Temporary stop, one-way, and speed zone signs, and other appropriate signage as may be directed by the Engineer, shall be placed PRIOR to removing any permanent signage. The Contractor shall be responsible for removing all existing signs that are required to be removed for construction. The Contractor shall be liable for any damage to signs or parts incurred while removing or transporting signs. UNDER NO CIRCUMSTANCES SHALL A TRAFFIC SIGN BE REMOVED WITHOUT 24-HOUR ADVANCE NOTIFICATION. See SP-T1 herein. 0 Installation of Permanent SiQns. The installation of permanent signage shall be accomplished in accordance with the provisions of SP-T1 herein. Sqecial Traffic Control. Specific area control requirements include the following: Traffic to and from the Waste to Energy Transfer Station on Kiernan Road must be maintained at all times. The Scale and Recycling Center Roads must be kept open at all times. The Transfer Road may be closed up to four (4) hours maximum with prior written approval by the Owner. Traffic to and from the eastern entrance of Kiernan Road to the General Electric facility may be blocked during the course of the project. Traffic to and from the western entrance of Kiernan Road to the General Electric facility must be maintained at all times. The western entrance from Kiernan Road to the General Electric facility may be close up to forty-eight (48) hours maximum • with prior written approval by the Owner. Traffic Control will begin with all traffic being diverted to one lane on the north side of Kiernan Road under directional control of flaggers. During this period the asphalt on southern portion of Kiernan Road will be removed and two traffic lanes bladed in the exposed dirt south of center line. Traffic will then be moved to the two newly created dirt lanes on the south side of Kiernan Road while the remaining asphalt on Kiernan Road is removed and excavation is done. During this time, access to the Waste to Energy Transfer Station will be provided by ramp entrances constructed with base rock connecting to the afore mention service roads. Once excavation is completed, base course operations will be completed on the north side of Kiernan Road, two traffic lanes in width. Traffic will then be maintained on these gravel lanes KIERNAN . PRO 13 8/93 while excavation and base course operations are completed on the south side of Kiernan Road; using the same ramping procedure for access to the western entrance to the General Electric facility. The south side of Kiernan Road shall be scheduled for paving on a Tuesday, while maintaining access to the Waste to Energy Transfer Station on the north side. The following day, Wednesday, the Waste to Energy Transfer Station will be closed at 2 p.m. Paving of the north side of Kiernan Road will be scheduled to begin at that time, allowing for the maximum time before traffic is permitted on the new pavement. SP-A25 TIME FOR COMPLETION - LIQUIDATED DAMAGES (Sections 1-08.5; 1-08.9) All work under this Contract shall be started within ten (10) calendar days after the date of notice to proceed. Work once started shall be completed within thirty (30) calendar days. If said work is not completed within said thirty (30) calendar days, the Contractor agrees to pay liquidated damages to the City in an amount to be determined in accordance with the provisions of Section 1-08.9 of the Specifications, which amount will be assessed for each and every calendar day said work remains uncompleted after the expiration of said thirty (30) calendar days. SP-A26 PAYMENTS (Section 1-09.9) If applicable, and unless previously authorized differently IN WRITING, the City will make partial payments every four (4) weeks, commencing the fourth week after the actual construction start date. Each payment will be LESS a five percent (5%) retainage. The total retainage amount shall become payable upon satisfactory completion of all the work and fulfillment of all requisite administrative criteria, but not sooner than 30 days after final acceptance of the project by the City Council. SP-A27 PROGRESS SCHEDULE (Section 1-08.3) At the preconstruction conference (see SP-A5), the Contractor shall have available for review a suitable construction schedule in bar chart form, meeting the requirements of Section 1-08.3 of the Specifications. KIERNAN.PRO 14 8/93 SP-A28 EMPLOYEE INTEREST IN CONTRACT The Contractor and the City of Spokane agree as follows: No member of the governing body of the City of Spokane, no officer or employee of the City or of the City's designees or agents, and no other public official of the City of Spokane who exercises any function or responsibility with respect to the program during his tenure or for one year thereafter, shall have any interest, direct or indirect, in any contract or subcontract or the proceeds thereof, for work to be performed in connection with this Contract. KIERNAN.PRO 15 8/93 SPECIAL PROVISIONS KIERNAN ROAD IMPROVEMENTS SPECIAL PROVISIONS - technical The following Special Provisions supersede any conflicting provisions of the 1991 Standard Specifications for Road, Bridge, and Municipal Construction adopted in January, 1991, and the foregoing amendments to the Standard Specifications and are made a part of this contract. SP-T1 SECTION 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.23 Traffic Control In order to facilitate the safe and expeditious movement of vehicular and pedestrian traffic through and within the construction areas, the Contractor shall furnish, erect and maintain sufficient and appropriate traffic control signs and devices in accordance with the provisions of SP-A24 herein, and as required by the Engineer. IT SHALL BE UNDERSTOOD THAT THESE PROVISIONS FOR TRAFFIC CONTROL SIGNS AND DEVICES APPLY ONLY TO CLASS B SIGNAGE, CONES AND OTHER RELATED TEMPORARY TRAFFIC CONTROL DEVICES USED DURING CONSTRUCTION. The Contractor shall maintain traffic control signs and devices in a satisfactory condition in accordance with the criteria contained in Qualitv Standards For Work Zone Traffic Control Devices, as published by the American Traffic Safety Services Association (ATSSA). The furnishing of any Class A signage shall be considered incidental to the Contract, and no special or separate payment shall be made therefor. Pavment. The furnishing of all tools, labor, equipment and materials necessary to provide, install, replace, maintain, clean and remove any required Class A signage, or Class B construction signs and other temporary traffic control devices shall be considered incidental to the cost of the project, and no separate payment shall be made therefor. SP-T2 SECTION 1-09 MEASUREMENT AND PAYMENT 1-09.7 MOBILIZATION Mobilization shall be provided for in accordance with the provisions and restrictions of Section 1-09.7 of the Specifications. KIERNAN.TEC 16 8193 , ' Pavment. Payment per lump sum for bid item "Mobilization" shall be full compensation for qualifying expenses ONLY, as defined in Section 1-09.7 of the Specifications, and partial payments shall be made in accordance with the requirements therein. SP-T3 SECTION 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP July 8, 1991 Construction Requirements Clearing and grubbing on this project shall be performed in accordance with Section 2-01 and within the following limits: Within the right-of-way or to the outside limits of the proposed cut or fills, unless otherwise noted on the plan, or as directed by the Engineer. 2-01.2(1) Disposal Method No. 1- Open Burning Open burning will not be permitted on the site. 2-01.2(2) Disposal Method No. 2- Waste Site - This section is revised to read: Debris shall be hauled to a waste site obtained and provided by the Contractor in accordance with Section 2-03.3(7)C. SP-T4 SECTION 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3(7) Disposal of Surplus Material January 1, 1982 Section 2-03.3(7) of the Standard Specifications is supplemented with the following: All waste sites provided by the Contractor for this project shall be approved by the Engineer, in writing, at least 48 hours in advance of use of the site. 2-03.3(14)D Compaction and Moisture Tests Delete these provisions and substitute the following provision: Maximum density and optimum moisture will be determined using the AASHTO T-180-90, with Method A or D as appropriate; and AASHTO T-224-90, with the following modifications: KIERNAN.TEC 17 8/93 1. AASHTO T-180-90 a. Notice 8(Method D). Rock will not be replaced with soil as part of the laboratory determination for maximum dry density and optimum moisture content. b. Oven drying or direct heating will be the only acceptable methods of moisture content determination. c. Oven drying to dry back saturated or very wet soils, at temperatures above 140 degrees F. will be permitted only with frequent mixing. 2. AASHTO T-224-90 a. Specific gravity for rock will be determined in the laboratory. The fraction of 3/4 inch materials in the backfill may be determined in tex field by sieving the sample in a wet or moist condition. In-place density will be determined utilizing AASHTO T-238-86. In-place moisture content will be determined utilizing AASHTO T- 239-90. The Contractor shall provide a safe environment for the compaction control test to be performed. This may include temporarily stopping the backfill operation such as the conveyor belt, backhoe, roller, etc. long enough for the safe completion of the test. 2-03.4 Measurement July 6, 1992 Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract and, the alignment, profile grade, and roadway section as shown in the Plans or as staked by the Engineer. Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankments. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. KIERNAN.TEC 18 8/93 Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross-section notes will be available for the bidder's inspection, before the opening of bids, at the office of the Project Engineer and at the District office. Upon award of the contract, copies of the original ground cross-sections will be furnished to the successful bidder on request to the Project Engineer. SP-T5 SECTION 4-04 BALLAST AND CRUSHED SURFACING July 8, 1991 4-04.3(4) Placing and Spreading Item No. 2 is revised to read: 2. Road Mix Method. Each layer of surfacing material shall be spread by equipment that is approved by the Engineer. Equipment that causes segregation of the surfacing material during the spreading operation will not be allowed. Similar types of spreading equipment shall be used throughout the limits of each separate spreading operation. Spreading on small areas of less than 2,000 square yards or on areas irregular in shape, may be accomplished by other means as approved by the Engineer. 4-04.3(5) Shaping and Compaction January 1, 1992 The first sentence of the first paragraph in Section 4-04.3(5) is replaced by the following: Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 95 percent of the density determined using the AASHTO T-180-90, with Method A or D as appropriate: and AASHTO T-224- 90 with the following modifications: 1. AASHTO T-180-90 a. Notice 8(Method D). Rock will not be replaced with soil as part of the laboratory determination for maximum dry density and optimum moisture content. KIERNAN.TEC 19 8/93 b. Oven drying or direct heating will be the only acceptable methods of moisture content determination. c. Oven drying to dry back saturated or very wet soils, at temperatures above 140 degrees F. will be permitted only with frequent mixing. 2. AASHTO T-224-90 a. Specific gravity for rock will be determined in tex laboratory. The fraction of 3/4 inch materials in the backfill may be determined in tex field by sieving the sample in a wet or moist condition. In-place density will be determined utilizing AASHTO T-238-86. In-place moisture content wi(I be determined utilizing AASHTO T- 239-90. SP-T6 SECTION 5-04 ASPHALT CONCRETE PAVEMENT April 5, 1993 5-04.1 Description The first sentence of the third paragraph is revised to read: Asphalt concrete Class A, Class B, Class D, Class F and Class G are designated as leveling or wearing courses. 5-04.3(5) Conditioning of Existing Surfaces The second sentence of the second paragraph is revised to read: When asphalt concrete pavement Class G is being constructed as a wearing course overlay, upon approval of the Engineer, asphalt concrete pavement Class A or Class B may be used as an alternate for preleveling, provided there is no increase in cost to the State for preleveling. 5-04.3(7)A Mix Design The first paragraph is supplemented by adding the following after the second sentence: KIERNAN.TEC 20 8193 The Contractor shall propose a production mix gradation which shall be the basis for the job mix formula for the mix design. The proposed gradation may vary from the production values from aggregate production to reflect anticipated plant operations and adjustments as necessary to ensure compactibility. 5-04.3(8)A Acceptance Sampling and Testing, Dense Grade Mixture The title is revised to read: 5-04.3(8)A Acceptance Sampling and Testing Item 1. General is revised to read: 1. General Acceptance of asphalt cement concrete shall be as provided under statistical or nonstatistical acceptance. Determination of statistical or nonstatistical acceptance shall be based on proposal quantities and shall consider the total of all bid items involving mix of a specific class. Dense graded mixes (asphalt concrete pavement Classes A, B, E, F, and G) will be evaluated for quality of gradation and asphalt content. Open graded mixes (asphalt concrete pavement Class D) will be evaluated for quality of gradation only, based on samples taken from the co Id feed. Statistical acceptance procedures will apply only to contracts advertised, awarded, and administered by WSDOT, unless specifically provided otherwise in the Special Provisions. Contracting agencies other than WSDOT must specifically invoke statistical acceptance in their Special Provisions if it is desired. Statistical Acceptance, (1) applies only to WSDOT projects, (2) is administered under the provisions of Section 5-04.5(1) for Quality Assurance Price Adjustments and evaluation of quality, and (3) will be used for a class of mix when the proposal quantities for that class of mix exceed 2500 tons. Nonstatistical Acceptance will be used, (1) for a class of mix when the proposal quantities for that ctass of mix are less than 2500 tons, and (2) all contracts advertised, awarded, and administered by agencies other than WSDOT. KIERNAN.TEC 21 8/93 Item 2. Aggregates is revised to read: 2. Aggregates Aggregates will be accepted for sand equivalent and fracture based on their conformance to the requirements of Section 9-03.8(2) without recourse to statistical evaluation. Item 3. Asphalt Concrete Mixture is revised as follows: Subitem A. Sampling, No. 2 is supplemented with the following: The Contractor shall provide adequate platforms to enable samples to be obtained in accordance with WSDOT Test Method 712. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. Subitem B. Definition of sampling lot and sublot is revised as follows: The last three sentences of the second paragraph are revised to read: Sampling and testing for statistical acceptance shall be performed on a random basis at the frequency of one sample per sublot, with a minimum of 5 sublots per class of mix. Sublot size shall be determined to the nearest 100 tons to provide not less than 5 uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. The following paragraph is added after the second paragraph: Sampling and testing for nonstatistical acceptance shall be performed on a random basis at a minimum frequency of one sample for each sublot of 400 tons or each day's production, whichever is least. When proposal quantities exceed 1200 tons for a class of mix under nonstatistical acceptance, sublot size shall be determined to the nearest 100 tons to provide not less than 3 uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. Subitem D. Test Methods is revised to read: Test Methods - Acceptance testing for compliance of asphalt content will use the Nuclear Asphalt Gauge Procedure; WSDOT Test Method 722-T. Acceptance testing for compliance of gradation will use the Quick Determination of Aggregate Gradation Using Alternate Solvent Procedure; WSDOT Test Method 723-T. KIERNAN.TEC 22 8/93 Subitem E. Reject Mixture, No. 3. A Partial Sublot, the first sentence is revised to read: In addition to the preceding random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in gradation or asphalt cement content. Subitem E. Reject Mixture, No. 6. An Entire Lot, the Section reference in the second sentence is corrected to read 1-06.2(2)B. 5-04.3(9) Spreading and Finishing In the tabulation under the first paragraph, the second and third lines are revised to read : Asphalt Concrete Class A and 6 when used for Base Course 0.35 foot. Asphalt Concrete Class A, B and F 0.25 foot. 5-04.3(10)B Control The first sentence of the first paragraph is revised to read: Asphalt concrete pavement Classes A, B, E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified level of relative density. The first sentence of the fourth paragraph is revised to read: Asphalt Concrete Classes A, B, E, F, and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. 5-04.30 1) Joints The sixth paragraph is revised to read: If a hot-lap joint is allowed, two paving machines shall be used; a minimum compacted density in accordance with Section 5-04.3(10)B shall be achieved throughout the traffic lane; and construction equipment shall not impact any uncompacted mix. KIERNAN.TEC 23 8/93 The last paragraph is revised to read: When asphalt concrete pavement is placed adjacent to cement concrete pavement, the Contractor shall construct longitudinal joints between the asphalt concrete pavement and the cement concrete pavement. The joint shall be sawed to the dimensions shown on the Standard Plan and filled with material meeting the requirements of Section 9-04.2. 5-04.3(15) Asphalt Concrete Approach This section is revised to read: Asphalt approaches shall be constructed at the locations shown in the Plans or as directed by the Engineer in accordance with this section. 5-04.3(17) Paving Under Traffic The fourth paragraph is revised to read: During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the roadway that was paved that day. Temporary pavement markings shall be in accordance with Section 8-23. The fifth and sixth paragraphs are deleted. The seventh paragraph is revised to read: All costs in connection with performing the work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit contract prices for the various bid items involved in the contract. 5-04.4 Measurement The twelfth paragraph is deleted. 5-04.5 Payment Nos. 15 and 16 and their following paragraphs are deleted. KIERNAN.TEC 24 8/93 No. 20 is revised to read: 20. "Job Mix Compliance Price Adjustment", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.5(1)A. No. 21, and the paragraph following No. 21 are deleted. No. 22 is revised to read: 22. "Compaction Price Adjustment", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5-04.5(1)B. 5-04.5(1) Quality Assurance Price Adjustments The third sentence is deleted. In the fourth sentence, "In addition, conditions" is revised to read "Conditions". 5-04.5(1)A Price Adjustments for Quality of AC Mix The first paragraph is supplemented by adding the following table: Factors for Open Graded Mix Constituent Factor "f" All aggregate passing 1/2 inch sieve 10 All aggregate passing 3/8 inch sieve 15 All aggregate passing No. 4 sieve 40 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Note: Open graded mix shall be evaluated for gradation only. The quality incentive multiplier for open graded mix shall be 40 percent rather than 60. The second paragraph is revised as follows: The heading "1. Acceptance Plans A and 6" is revised to read "1. Statistical Acceptance". In the first sentence under No. 1, "Acceptance Plans A and B" is revised to read "Statistical Acceptance". KIERNAN.TEC 25 8/93 The heading "2. Acceptance Plan C" is revised to read "2. Nonstatistical Acceptance". In the first sentence of the first and second paragraphs under No. 2, "Acceptance Plan C" is revised to read "Nonstatistical Acceptance". In the last sentence of the second paragraph under No. 2, "nonconforming mix price adjustment" is revised to read "Job Mix Compliance Price Adjustment". The Contractor shall provide a safe environment for the compaction control test to be performed. This may include temporarily stopping the backfill operation such as the conveyor belt, backhoe, roller, etc. long enough for the safe completion of the test. SP-T7 SECTION 7-05 MANHOLES, INLETS, AND CATCH BASINS November 23, 1992 7-05.4 Special Backfill for Drywells Section 7-05.4 shall be supplemented as follows: Special backfill for drywells shall be measured by tex cubic yard. If ineasured by the cubic yard, measurement shall be made in tex haul vehicle at the point of delivery on the roadway. 7-05.5 Payment The first paragraph under Item 13 is supplemented with the following: Structure excavation for concrete inlets and area inlets is considered incidental to the cost of the inlets and shall be included in the unit contract price for the concrete inlet and the area inlet. 20. "Special Backfill for Drywells", cubic yard The unit contract price per cubic yard for "Special Backfill for Drywells" shall be full compensation for all costs and expense involved in producing, hauling, and placing the special backfill as herein specified. KIERNAN.TEC 26 8/93 SP-T8 SECTION 8-04 CURBS, GUTTERS, AND SPILLWAYS September 14, 1992 8-04.5 Payment In the first paragraph, Item Nos. 1 and 2 are revised to read: 1. "Cement Conc. Barrier Curb", per linear foot. 2. "Cement Conc. Barrier Curb and Gutter", per linear foot. SP-T9 SECTION 9-02 BITUMINOUS MATERIALS March 8, 1993 9-02.1(4) Paving Asphalt In the tabulation for this section that portion under the subheading Procedure 1 is corrected to read (the underlined parts were inadvertently omitted in the printing of the 1991 Std. Specs.): Absolute viscosity at 140F, poise 203 2500-5000 1500-2500 Kinematic Viscosity at 275F, cSt, min. 202 275 200 Penetration at 77F 100g/5 sec. min. 201 40 50 Percent of Original Penetration at 77F min. 2 45 40 Ductility at 45F (1 cm/min) cm. min. 213 10 20 9-02.1(8) Vacant This section including the title is revised to read: 9-02.1(8) Hot Melt Traffic Button Adhesive The bitumen adhesive material shall conform to the following requirements: ASTM Test Specification Method Requirement Flash Point, COC F D 92 550 Min. Softening Point, F D 36 200 Min. Brookfield Viscosity, 400 F D 2196 7,500 cP, Max. Penetration, 100g, 5 sec, 77 F D 5 10 - 20 dmm Filler Content, % by weight (Insoluble in 1,1,1 Trichloroethane) D 2371 50 - 75 KIERNAN.TEC 27 8193 I Filler material shall be calcium carbonate and shall conform to the following fineness: Sieve Size Percent Passing No. 100 100 No. 200 95 No. 325 75 Hot melt bitumen adhesive shall develop bond pull-off strength greater than 100 psi between 0 F and 120 F. 9-02.4 Anti-Stripping Additive The Cationic Emulsified Asphalt table on page 9-10 is revised as follows: Under the heading Grade, the first five lines are revised to read: Tests on Emulsions: Viscosity, Saybolt Furol @ 77F (25C), S Viscosity, Saybolt Furol @ 122F (50C), S Under the heading Grade, "Particle charge testb" is revised to read "Particle charge test" . Under the heading Slow Setting, on the Particle charge test line, "Pos" is revised to read "Posb" for CSS-1 and CSS-1 h. Note b under the table on page 9-11 is revised to read: blf the particle charge test for CSS-1 and CSS-1 h is inconclusive, material having a maximum pH value of 6.7 will be acceptable. SP-T10 SECTION 9-03 AGGREGATES June 28, 1993 9-03.1(3)E Concrete Strength The section heading and the entire section are revised to read: 9-03.1(3)E Concrete Strength: State Provided Mix Designs KIERNAN.TEC 28 8/93 Coarse aggregate sources for use in State provided mix designs shall be qualified based on their relative strength compared to concrete aggregates from Steilacoom, Washington (WSDOT pit designation P.S. B-1). Concrete shall be made from the proposed coarse aggregate, graded to comply with the requirements of these Specifications, and combined with the specified proportions of cement and the fine aggregate proposed for use with the coarse aggregate. For aggregates to qualify for State provided class 3000 and 4000 mix designs, concrete sirength at the age of 14 days shall not be less than 90 percent of that developed by concrete made from the same cement and washed sand and gravel from Steilacoom. Aggregates from the test source and from Steilacoom shall be of the same grading and the concrete shall be mixed in the same proportions and to the same consistency. For State provided class 5000 the required minimum shall be 95 percent of the concrete strength compared to the Steilacoom aggregate. For portland cement concrete pavement a minimum of 90 percent based on flexural strength shall be required. The increase of cement content or the use of concrete admixtures will not be permitted for the purpose of qualifying an aggregate source. 9-03.8(2) Test Requirements This entire section is amended to read as follows: Aggregate for asphalt concrete shall meet the following test requirements: Class of Asphalt Concrete A 6 D E F G Fracture, by weight (See Note) 1 2 3 4 4 2 Sand Equivalent Minimum 45 45 45 35 45 1. The fracture requirements are at least one fractured face on 90 percent of the material retained on each sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. 2. The fracture requirements are at least one fractured face on 75 percent of the material retained on each sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. 3. The fracture requirements are at least two fractured faces on 75 percent and at least one fractured face on 90 percent of the material retained on each sieve, U.S. No. 8 and above, if that sieve retains more than 5 percent of the total sample. KIERNAN.TEC 29 8/93 I 4. The fracture requirements are at least one fractured face on 50 percent of the material retained on each sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. When material is being produced and stockpiled for use on a specific contract or for a future contract, the fracture and sand equivalent requirements shall apply at the time of stockpiling. When material is used from a stockpile that has not been tested as provided above, the requirements for fracture and sand equivalents shall apply at the time of its introduction to the cold feed of the mixing plant. The properties of the aggregate in a preliminary mix design for asphalt concrete shall be such that, when it is combined within the limits set forth in Section 9-03.8(6) and mixed in the laboratory with the designated grade of asphalt, mixtures with the following test values can be produced: Class of Asphalt Concrete A B D E F G Stabilometer Value Min. 37 35 35 35 35 Cohesiometer Value Min. 100 100 100 50 100 Percent Air Voids 2-4.5 2-4.5 2-4.5 2-4.5 2-4.5 Modified Lottman Stripping Test Pass Pass Pass Pass Pass Pass 9-03.8(6), Proportions of Materials This entire section is amended to read as follows: The materials of which asphalt concrete is composed shall be of such sizes, gradings, and quantities that, when proportioned and mixed together, they will produce a well graded mixture within the requirements listed in the table which follows. The percentages of aggregate refers to completed dry mix, and includes mineral filler when used: KIERNAN.TEC 30 8/93 i Grading Requirements Class A Class D Class E Class F Class G & B Percent Passing 1 1/4" s q u a re 100 1 " square 90-100 3/4" square 100 100 5/8" square 67-86 1/2" square 90-100 100 60-80 80-100 100 3/8" square 75-90 97-100 97-100 1/4" square 55-75 40-62 45-78 60-88 U.S. No. 4 30-50 U.S. No. 8 5-15 U.S. No. 10 30-42 25-40 30-50 32-53 U.S. No. 40 1 1-24 10-23 11-24 U.S. No. 200 3.0-7.0 2.0-5.0 2.0-9.0 2.0-8.0 3.0-7.0 For asphalt concrete class A, B, E, F, and G produced using recycled asphalt materiais and placed in areas other than the wearing course of the traveled lane, the gradation for the U.S. No. 200 is revised as follows: Maximum Passing U.S. No. 200 50%-60% Recycled Material 8.0% 61 %-70% Recycled Material 9 0% 9-03.8(6)A Basis of Acceptance The heading "2. Job Mix Formula - Acceptance Ptans A and B" is revised to read "2. Job Mix Formula - Statistical Acceptance". No. 3 Job Mix Formula TGolerances and Adjustments is revised as follows: The heading "a. Tolerances - Acceptance Plans A and B" is revised to raed "A. Tolerances - Statistical Acceptance". The first sentence under the heading Tolerance Limits in subparagraph a. is revised to read: The tolerance limit for each mix consistence shall not exceed the broad band specification limits specified in Section 9-03.8(6). KIERNAN.TEC 31 8/93 Subparagraph a. is supplemented by adding the following preceding Note 1: For open graded mix: tolerance limits shall be for aggregate gradation only and shall be as specified in Section 9-03.8(6) The heading "b. Tolerances - Acceptance Plan C" is revised to rad "b. Tolerances - Nonstatistical Acceptance". Subparagraph c. is revised in its entirety to read: c. Adjustments 1. Aggregates , Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF a maximum of 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the No. 200 sieve. These field adjustments to the JMF inay be made by the Project Engineer provided the change will produce material of equal or better quality. The above adjustments and or any further adjustments as ordered by the Engineer will be considered as a new JMF. Adjustments beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the allowed tolerance shall be within the range of the broad band specifications. 2. Asphalt content The project engineer may order or approve the Contractor's request to change asphalt content a maximum of 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt cement content exceeding 0.3 percent from the initial JMF will be made without the approval of the Materials Engineer. 9-03.9(3) Crushed Surfacing The table in the second paragraph is revised to read: KIERNAN.TEC 32 8193 Base Top Course Course and Keystone Sieve Size Percent Passing 1 1 /4" square 100 3/4" square 100 5/8" square 50-80 1/4 " square 30-50 55-75 U.S. No. 40 3-18 8-24 U.S. No. 200 7.5 max. 10.0 max. % Fracture 75 min. 75 min. Sand Equivalent 40 min. 40 min. 9-03.11 Vacant This section, including the title, is revised to read: 9-03.1 1 Recycled Concrete Rubble Recycled concrete rubble may be used as, or blended with: ballast; shoulder ballast; crushed surfacing base and top course; maintenance rock; gravel backfill for foundation, walls, and pipe bedding; gravel borrow; bedding material for rigid pipe and flexible pipe; and foundation material Class A, 6, and C. A preliminary sample of the recycled concrete, and native material if any, used for ballast, shoulder ballast, crushed surfacing base and top course, maintenance rock, and gravel backfill for foundation Class A shall be submitted for testing for LA Wear and Degradation Factor. In addition, the source of any native material that may be blended with the recycled concrete rubble shall also meet the specifications for LA Wear and Degradation Factor for the type aggregate being used. A maximum of 10 percent by weight of recycled asphalt pavement may be used in the blended product. The asphalt content is calculated as the amount of asphalt particles retained on all screens 1/4 inch and above. The recycled aggregates shall be stockpiled in such a manner that each certified test report will identify a single stockpile of not more than 10,000 tons. The Contractor shall certify that the recycled material is neither hazardous or toxic. This certification shall address the toxicity characteristics prescribed in WAC 173-303-090(8) under sampling and testing according to WAC 173-303-110. Sampling and testing shall be one per 10,000 tons from any single source and not less than one sample from any single source. KIERNAN.TEC 33 8/93 Acceptance of the recycled concrete rubble aggregate for hazardous and toxic requirements shall be by Manufacturer's Certificate of Compliance with accompanying test reports. Gradation, sand equivalent, and fracture requirements will be per the specific product outlined in these specifications. 9-03 Aggregates This section is supplemented with the following: 9-03.21 Recycled Material 9-03.21(1) Reclaimed Glass (Mixed Waste Cullet) Additive to Aggregates Reclaimed glass may be blended with the following: Ballast 9-03.9(1) Shoulder Ballast 9-03.9(2) Crushed Surfacing Base Course 9-03.9(3) Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundations, Class A 9-03.12(1 )A Gravel Backfill for Foundations, Class B 9-03.12(1 )B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14 Bedding Material for Rigid Pipe 9-03.15 Bedding Material for Flexible Pipe 9-03.16 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Aggregates containing reclaimed glass shall conform to the requirements of these Specifications for each item listed above, except that the Los Angeles Wear requirement for Ballast, Shoulder Ballast, and Crushed Surfacing Base Course is waived. No aggregate shall contain more than 15 percent glass. No more than 10 percent of the material retained on an individual sieve 1/4 inch or larger shall be glass, based upon visual examination and weight. Aggregates containing glass shall not be used within 1 foot of finished grade under the traveled lanes of a roadway. KIERNAN.TEC 34 8/93 SP-T11 SECTION 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES August 24, 1992 9-23.2 Chlorinated Rubber Type Curing Compounds This entire section, including the titie, is revised to read: 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds Liquid membrane-forming compounds for curing concrete shall conform to the requirements of AASHTO M 148 (ASTM C 309) Type 1 D or 2, Class A or B, except that the moisture loss when tested in accordance with WSDOT Test Method 814 shall be: 1.5 grams maximum for bridge decks, and 2.5 grams maximum for all other applications Each lot of liquid membrane-forming curing compound shall be sampled at the project site and tested for acceptance. Liquid membrane-forming curing compound shall not be used in the absence of satisfactory test results. 9-23.8 White Pigmented Curing Compound - Resin Base This section is deleted, and the title is revised to read: 9-23.8 Vacant SP-T12 STANDARD PLANS May 17, 1993 The State of Washington Standard Plans for Road, Bridge and Municipal Construction transmitted under Publications Transmittal No. 80-34, dated May 30, 1980, and as revised under Publications Transmittal No. 81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982, transmittal No. 82-58 dated December, 1982, transmittal No. 83-80 dated October, 1983, transmittal No. 83-87 dated November, 1983, transmittal No. 84-015 dated June, 1984, transmittal No. 85-005 dated March, 1985, transmittal No. 86-001 dated January, 1986, transmittal No. 87-28 dated July, 1987, transmittal No. 87-067 dated December, 1987, transmittal No. 88-035 dated June, 1988, transmittal No. 88-059 dated November, 1988, transmittal No. 89-012 dated April, 1989, transmittal No. 89-077 dated December, 1989, transmittal No. 90-022 dated April, 1990, transmittal No. 90-050 dated October, 1990, transmittal No. 91-010 dated April, 1991, transmittal No. 91-047 dated KIERNAN.TEC 35 8/93 November, 1991, transmittal No. 92-017 dated July, 1992, and transmittal No. 92-055 dated December, 1992, is made a part of this contract. , The Standard Plans are revised as follows: Concrete class designations shown on any of these Standard Plans shall be changed to read as follows: Fro m To Current Designation New Designation Class A and AX Class 4000 Class D and DX Class 4000W Class B and C Class 3000 Class LS Class 4000LS A-1 Sheet 1 of 2 is revised as follows: On the For Cement Concrete Pavement detail, the tie bar in the first slab is labeled "Drill and Grout When Widening Existing Pavement". The Typical ACP/CCP Joint detail is revised as follows: 1. The 1" depth is revised to read 4" MAX. 2. The 1/2" width is revised to read 3/16" - 5/16". 3. In the note, "Routing" is revised to read "Sawing". Sheet 2 of 2 is revised as follows: The Transverse Contraction Joint detail is revised as follows: 1. The "D/4 MIN" label is revised to read "D/4 4" MAX". 2. In the label, "1 /8" MIN and 1/4" MAX" is revised to read "3/16" MIN and 5/16" MAX". The Longitudinal Contraction Joint details are revised as follows: 1. The Formed Joint detail is deleted. 2. In the Sawed Joint detail, the "D/3 MIN" label is revised to read "D/3 4" MAX". KIERNAN.TEC 36 8/93 3. In the Sawed Joint detail, in the label, "1 /8" MIN and 1/4" MAX" is revised to read "3/16" MIN and 5/16" MAX". On the Transverse Construction Joint detail, the "1 /8" Radius both edges" label is revised to read "D/4 4" MAX. Sawed Groove, width 3/16" MIN and 5/16" MAX. Joint filled to approx. 1/4" of surface of pavement". The first sentence of the last paragraph under "NOTES:" is revised to read: Steel tie bars and dowel bars shall be epoxy coated. B-9b The following sentence is added to Note 4: Bolts shall not extend more than 3/4 inch above the nut. B-11 The last note is revised to read 1'-0" for diameters 12" through 42" and for spans through 50". 2'-0" for diameters greater than 42" and for spans greater than 50"." On all three details, the label "Gravel backfill for pipe bedding" is revised to read "Gravel backfill for pipe bedding compacted to 95% maximum density". C-1 Sheet 1 of 2 is revised as follows: Table A: Guardrail Type 1 Steel Posts, Auger & Backfill tength is revised to read 7. Steel Posts, Driven length is revised to read 6'. C-1 a Table A is revised as follows: Steel Posts, Auger & Backfill length is revised to read 7'-6". Steel Posts, Driven length is revised to read 6'-69 . ' G-2a In the Typical Joint Detail notes, "1 /2" • Hole in chord at each end of all diagonals and struts. Steel structure only." is revised to read "3/4" • drain hole for steel structures when span length is 60' or less, and 1"• drain hole for steel structures when span length is longer than 60'.". KIERNAN.TEC 37 8/93 The End Post Finial detail and notes are deleted, and the following note is added: See Finial Detail on Standard Plan G-3. G-3 In the Typical Truss Detail notes, "1 /2" • Hole in chord of each end of all diagonals & struts." is revised to read "3/4" • drain hole for steel structures when span length _ is 60' or less, and 1"• drain hole for steel structures when span length is longer than 60'.". The following are Standard Plan numbers and their date of last revision applicable at the time this project was advertised: A-1 3/13/92 C-2k 9/04/91 H-1 10/16/92 A-1 3/13/92 C-2m 9/04/91 H-1 a 10/16/92 A-2 3/13/92 C-2n 9/04/91 H-1 b 10/16/92 A-2 3/13/92 C-2p 6/19/92 H-1 c 10/16/92 A-3 10/05/90 C-3 9/04/91 H-1 d 10/16/92 A-3 10/05/90 C-3 9/04/91 H-1 e 10/16/92 A-4 12/13/91 C-4 8/17/90 H-2 12/29/89 C-4a 9/20/91 H-3 6/20/91 B-1 12/01 /86 C-5 2/13/87 H-3a 10/16/92 B-1 a 12/01 /86 C-6 1/19/90 H-3a 10/16/92 B-1 b 9/14/87 C-6 1/19/90 H-5 6/28/85 B-1 e 9/29/87 C-6a 1/21 /85 H-5a 6/28/85 B-1 f 9/29/87 C-6b 1/21 /85 H-5b 6/28/85 B-1 h 1/05/87 C-6c 10/18/88 H-5c 7/17/81 B-1 j 1/30/87 C-6d 11 /08/88 H-5d 2/08/91 B-1 z 12/08/86 C-6e 9/20/91 H-5d 6/14/91 B-2 9/19/83 C-6e 9/20/91 H-6 7/17/81 B-2a 12/12/83 C-6e 9/20/91 H-7 9/07/90 B-2b 3/19/84 C-6e 9/20/91 H-7a 11 /28/83 B-3 9/13/91 C-6f 4/16/90 H-8 11 /26/79 B-3 9/13/91 C-6g 10/24/88 H-9 2/22/82 6-3a 10/13/89 C-7 6/12/87 H-10 4/22/88 B-4 1/25/80 C-7a 3/09/90 H-12 9/18/92 B-4b 9/07/84 C-8 5/01 /92 H-12 9/18/92 B-4c 9/07/84 C-8a 4/11 /86 H-12 9/18/92 B-4f 9/19/83 C-8b 8/15/85 H-13 3/15/91 B-4g 9/19/83 C-8c 6/04/85 H-13a 3I15/91 B-4h 12/29/89 C-8d 1 /04/88 B-4h 12/29/89 C-8d 1/04/88 1-1 11 /26/79 ' B-5 11 /26/79 C-9a 6/22/90 I-1 a 1 1/26/79 B-5a 11 /26/79 C-9b 12/02/88 1-2 2/04/82 KIERNAN.TEC 38 8/93 B-6 11 /26/79 C-10 7/28/89 B-6a 11 /26/79 C-10 7/28/89 J-1 11 /01 /91 B-6b 11 /26/79 C-12a 8/24/90 J-1 6/30/88 B-7 9/22/88 C-12b 8/24/90 J-1 a 2/13/81 B-7a 8/17/90 J-1 b 1 1/01 /91 B-8 3/12/84 D-1 a 11 /06/92 J-1 b 11 /01 /91 B-8a 3/29/82 D-1 a 11 /06/92 J-1 b 3/08/91 B-9 9/20/89 D-1 b 11 /06/92 J-1 c 7/24/87 B-9a 3/15/91 D-1 b 1 1/06/92 J-1 e 5/10/82 B-9b 9/29/89 D-1 c 11 /06/92 J-1 f 7/17/81 B-9c 11 /01 /91 D-1 d 11 /06/92 J-3 11 /07/75 B-9d 11 /01 /91 D-1 e 11 /06/92 J-3b 1/06/89 B-10 1/25/80 D-1 f 1 1/06/92 J-3b 1/06/89 B-11 1/25/80 D-3 1/25/80 J-3c 1/06/89 B-12 1/25/80 D-4 5/23/83 J-3d 1/06/89 B-13a 12/02/85 D-5 8/24/79 J-3e 2/04/82 B-13b 12/02/85 D-5a 12/21 /84 J-5a 7/17/81 B-13c 12/02/85 D-6 8/25/88 J-6c 1/06/89 B-13d 12/02/85 D-6 8/25/88 J-6f 2/22/82 B-14 12/02/85 D-7 1/04/80 J-6g 2/22/82 B-15 7/24/87 D-7a 1/04/80 J-6h 2/22/82 B-17 10/09/89 D-8 1/04/80 J-7a 2/22/82 B-18 3/19/84 D-9 8/17/90 J-7c 2/22/82 B-18a 9/06/83 D-9 8/17/90 J-7d 10/12/92 B-18b 10/03/83 J-7d 10/12/92 B-18c 2/21 /91 E-1 6/29/90 J-8a 9/15/87 B-19 10/03/83 E-2 9/19/80 J-9a 4/24/86 B-20 9/19/83 E-3 11 /26/79 J-10 3/07/88 B-20a 9/19/83 E-4 8/07/86 J-11 a 7/19/85 B-20b 9/06/83 E-4a 12/22/87 B-20c 9/06/83 E-5 1/25/80 K-1 (DELETED) B-20d 9/19/83 K-2 4/24/92 B-20f 4/15/88 F-1 3/13/92 K-3 10/18/91 B-21 12/04/85 F-2 1 1/26/79 K-4 4/24/92 B-22 9/19/83 F-2a 11 /26/79 K-5 4/24/92 B-23a 12/22/86 F-2b 2/21 /91 K-6 4/24/92 B-23b 10/09/89 F-4 1/18/90 K-7 4/24/92 B-23c 12/22/86 F-5 1/18/90 K-8 10/18/91 B-23d 9/23/86 F-6 10/12/92 K-9 4/24/92 B-24 1 1/08/85 K-10 4/24/92 B-25 3/06/90 G-1 10/17/83 K-11 4/24/92 B-26 12/08/86 G-2 9/06/83 K-12 4/24/92 G-2 9/06/83 K-13 10/18/91 C-1 3/31 /89 G-2a 12/21 /73 K-14 (DELETED) KIERNAN.TEC 39 8/93 / C-1 3/31 /89 G-2b 6/20/86 K-15 4/24/92 C-1 a 8/31 /90 G-3 11 /26/79 K-16 4/24/92 C-1 b 3/31 /89 G-3a 11 /26/79 K-17 4/24/92 C-1 c 9/04/87 G-4a 10/12/92 K-18 4/24/92 C-1 d 5/09/88 G-4b 3/08/91 K-19 4/24/92 C-2 2/09/89 G-6 10/24/75 K-20 4/24/92 C-2a 5/25/89 G-6a 8/31 /73 K-21 4/24/92 C-2b 3/20/90 G-7 4/04/88 _ C-2c 1/21 /85 G-8 8/17/90 L-1 1/21 /85 C-2d 2/09/89 G-8 1/28/85 L-2 5/24/91 C-2e 2/09/89 G-8a 10/18/85 L-2 5/24/91 C-2f 10/12/92 G-8a 10/18/85 L-3 1/21 /85 C-2g 10/12/92 G-8a 10/18/85 L-4 1/21 /85 C-2h 2/09/89 G-9 11 /16/90 L-5 1/21 /85 C-2i 2/06/90 G-9 11 /16/90 L-5a 9/02/86 C-2j 11 /26/90 G-9 11 /16/90 L-6 1/21 /85 KIERNAN.TEC 40 8/93 APPENDIX A- DETAIL DRAWINGS AND SELECTED STANDARD PLANS CONTENTS SPOKANE COUNTY ROAD STANDARDS, 1981 SHEET D-1 PRECAST DRYWELLS A-1 SPOKANE COUNTY ROAD STANDARDS, 1981 SHEET S-6 CURBS AND GUTTERS A-2 SPOKANE COUNTY ROAD STANDARDS, 1981 SHEET S-8 WHEELCHAIR RAMP A-3 KIERNAN.APA A-I 8/93 ~ m m Z D Z - D rrte7YpE~e nNo cuu+rE, v D . i Ua 2 p- un,-ne ~ oaaTW plIN10NfiO OQADfl IYPe 1 C.3 Q 2 FIN15NED G[2A0~ L RIw9HH0 6M0e FIN19NLIO OOAOB ~ G c~Neur swusnua eLucua ~T DLC~0~9\ST- ~ ~cr,ur 1--{,~ Mc,ana iu a .,sce br- c~awr {,K~QTt+t2 IN PL6C~ PIL~r r- ~ t 9ee • b ~ ; ' k uulr •s; 96s 6H~ 0-16 b~ A'oow.ic. el~~ ~ S ~ e•cz~tc, s~e.o BTD.9H1' 0•t0 y: 4•CaNC. 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CREATiEO ibY ItJgEt2TIN(3 ' ' • TH@M 0111p ~jNd.pL NGT 6XCB6C~ 4 W~T~N GF '/2". • ~ ~ t CUC V) FdCO ~ G~ 1 VL.GDE LI 1 OLOp■ TYC, Or1 R1.oTTVri I O13 FI.ATTun V-r-aNOnnnn WuEF_LCUAll2 12AMp GLEVQTIQN P` 5 fUq d,R,.IC■ oPM • c~ "'~k~,~~~~'y COU^J'fY 61JOItJH612 • ~ °JPOb4NJ@ COU Wl~ (3TC~1J , ~ epnRCNE~., . . . . . . . . . . . . . . . . . 46 -JOa►MAlE CCAaJTY 61J61N6fi11 , fJ1pNAl l'~ D.4Te, . , , , , . . ~.T•81 . . , . • ' NoT Tv scaLe • yNEET 5-8 APPENDIX P - PROPOSAL CONTENTS PROPOSAL TO CONSTRUCT P-1 CERTIFICATION OF NON-SEGREGATED FACILITIES P-5 MINORITY AND WOMEN'S BUSINESS ENTERPRISE GOALS P-6 SWORN STATEMENT P-7 MINORITY AND WOMEN'S BUSINESS ENTERPRISE UTILIZATION CERTIFICATION P-9 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION P-11 LIST OF SUBCONTRACTORS P-12 BID PROPOSAL P-13 BID BOND P-15 KIERNAN.APP P-I 8/93 Public Works File No. 93193 PROPOSAL TO CONSTRUCT KIERNAN ROAD IMPROVEMENTS To: Honorabie Mayor Members of the City Council City of Spokane, Washington Bidder's Declaration. The undersigned bidder certifies that it has examined the site, read and understands the Specifications for the above-named project, and agrees to comply with all applicable federal, state and local laws, regulations and executive orders. The undersigned bidder is hereby advised that by signature of this bid _ proposal it is deemed to have acknowledged all requirements and signed all certificates contained herein. , Bid Offer. The prices as listed in this bid proposal are tendered as an offer to furnish all labor, materials, equipment and supervision required to construct the proposed project in strict accordance with the Contract Documents. The undersigned proposes to complete the project at the following prices: SUMMARY OF PROPOSAL HEREWITH SUBMITTED TOTAL PROJECT BID: $ (Base Bid) ALTERNATE BID: $ Basis of Award. The concrete sidewalk on this project may be deleted and is pending Spokane County approval. If the concrete sidewalk is required and is to be included in this contract the bid amount for Alternate Items A-1 and A-2 will be added to the base bid price and the extended total for base bid item No. 11 will be deducted from the bid price. The low bidder, for purposes of award, shall be the conforming responsible bidder offering the low aggregate total bid. The aggregate total bid will be comprised of the Base Bid, plus those alternates selected by the Owner which will provide the most desirable features affordable within the funds available for the project. Addenda. The undersigned acknowledges receipt of addenda numbers , and further agrees that the requirements thereof have been included in the Proposal. KIERNAN.APP P-1 8/93 i I LicensinQ. Bidder shall be licensed or have applied for a license to do business in the State of Washington prior to submittal of this bid proposal. Bidder's Contractor Registration Number: OR; Bidder's License Application Date: Additionally, the successful bidder and all subcontractors (see Bid Proposal P-12) shall be licensed or have applied for a license to do business in the City of Spokane PRIOR to proceeding with the proposed work. Contract Comoletion Time. The undersigned agrees to start the work under this Contract within ten (10) calendar days after the date of Notice to Proceed, and to finish and complete this work within thirty (30) calendar days. Liauidated Damapes. In the event the bidder is awarded the Contract and fails to substantially complete the work within the time limit or any agreed upon time extensions, liquidated damages shall be paid to the City of Spokane in an amount to be determined in accordance with the following formula, for each and every calendar day said work remains uncompleted after the expiration of said thirty (30) calendar days plus any time extensions: LD _ 0.15C T where: LD = Liquidated damages per calendar day C= Original contract amount ("Total Project Bid", above) T= Original time for completion (no. of calendar days) Bid Guarantv.. A bid guaranty in the amount of five percent (5%) of the "Total Project Bid" as indicated above, is attached to this bid proposal. It is agreed that if the bidder is awarded the Contract and then fails to enter into a construction Contract or furnish payment/performance bond(s) or furnish proof of insurance within the required time period, the bid guaranty shall be forfeited to the City of Spokane as liquidated damages. KIERNAN.APP P-2 8/93 Non-Collusion. I, the undersigned, an authorized representative of the undersigned firm, hereby declare, under penalty of perjury under the laws of the United States and the State of Washington that the following statements are true and correct: The undersigned person(s), firm, association or corporation has (have) not, either directly orindirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. Except as noted be%w, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility b y an y federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgement rendered against said person, firm, association or corporation by a court of competentjurisdiction in any matter involving fraud or official misconduct within the past 3 years. KIERNAN.APP P-3 8/93 SIGNA TURE OF A UTHORIZED OFFICIAL (S): Name of authorized official (printed) Name of business Title of authorized official Address Signature of authorized official Telephone Number Indicate whether: Firm ; Corporation ; Partnership ; Joint Venture Signed and sworn to (or affirmed) before me on Date Notary Public residing at My appointment expires (Seal or Stamp) NOTE: (1) This proposal is not transferable and any alteration of the firm's name entered hereon without prior permission from the City Engineer will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following number in your communication: Public Works File No. 93193. KIERNAN.APP P-4 8/93 CERTIFICATION OF NON-SEGREGATED FACILITIES (Applicabie to federally assisted construction contracts and related subcontracts exceeding $ 10,000 which are not exempt from the Equal Opportunity clause.) By the submission of this bid, the bidder (hereinafter referred to as the "federally assisted construction contractor") certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of the certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work area, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking Iots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally assisted construction contractor agrees that, except where he has obtained identical certifications from proposed contractors for specific time periods, he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certification in his files. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. KIERNAN.APP P-5 8/93 I MINORITY AND WOMEN'S BUSINESS ENTERPRISE GOALS By submission of its bid, the bidder certifies that it understands goals for the procurement of supplies, materials and services, or for subcontracting work from Minority Business Enterprises (MBE) and Women's Business Enterprises (WBE) have been established as follows: Either MBE or WBE or a combination of both in the amount of seven percent (7%) of the Total Project Bid amount. The bidder shall complete and submit with the bid, a Minority and Women's Business Enterprise Utilization Certification which has been made a part of the proposal. This certification shall be used to determine whether a bidder has complied with the MWBE goal requirements. The City shall consider as unresponsive those bids submitted which do not contain the certification, which contain an incomplete or false certification, or which display insufficient projected use of MWBEs. The City expects that the bidder shall make every effort, through negotiations or written solicitations, to meet the above specified goals. After bids are opened, the City in a letter will request specific information regarding the MWBEs submitted with the bid package. This information shall describe the work to be performed by each MWBE and the total price for each item to be paid to each MWBE on this project. The total price for each item to be paid to each MWBE may not be less than the prices listed on the MWBE certification portion of the bid. If the written information provided by the Contractor indicates a greater dollar value of work to MWBEs than the MWBE utilization certification submitted with the bid, then the greater dotlar value indicated in the information will be included as a condition of award. THE CURRENT LIST OF THE WASHINGTON STATE OFFICE OF MINORITY AND WOMEN'S BUSINESS ENTERPRISES MUST BE USED FOR ALL PUBLIC WORKS CONSTRUCTION PROJECTS ADMINISTERED BY THE CITY. It is understood that agreements between bidders and MBE/WBE in which the MBE/WBE promise to not provide subcontracting quotes to other bidders is prohibited. M1NOR/TY FEMALES MAY BE COUNTED TOWARD E/THER GOAL, BUT NOT BOTH. NOTE: Even if the Minority and Women's Business Enterprise participation goals are ZERO percent, the Contractor MUST complete and submit the MBE/WBE Utilization Certification form, listing subcontractors, to be eligible for award of the Contract. KIERNAN.APP P-6 8/93 SWORN STATEMENT MINORITY AND WOMEN'S BUSINESS ENTERPRISE DOCUMENTATION 1. Citv of Saokane - Goals. The City of Spokane by resolution has established a policy of awarding contracts to qualified minority and women owned businesses. The current annual goals are six percent (6%) for minority owned firms and three percent (3%) for women-owned firms. 2. Specific Goals For This Proiect. The above goals notwithstanding, the City of Spokane has established specific goals for this project, as enumerated on the Business Enterprise Goals, page P-5, herein. The above goals are fair share objectives. Bidders are expected to take affirmative steps to meet AT LEAST THE MINIMUMS SET FORTH AS SPECIFIC PROJECT GOALS, ITEM 2 ABOVE. The determination of "lowest, responsive, responsible bid", shall consider compliance with these provisions. The undersigned, being first duly sworn on oath, states that it has considered award of subcontracts to the fullest extent possible to qualified minority and women owned businesses, and has documentation demonstrating the performance of the following affirmative steps: (1) including qualified minority and women's businesses on solicitation lists; (2) insuring that minority and women's businesses are solicited whenever they are potential sources; (3) dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation of minority and women's businesses; (4) establishing delivery schedules, where requirements of the work permit, which will encourage participation of minority and women's businesses; (5) using the services and assistance of the Small Business Administration and the Washington State Office of Minority and Women's Business Enterprises as appropriate. KIERNAN.APP P-7 8/93 SWORN STATEMENT (Continued) STATE OF ) Bidder 1 ss COUNTY OF } Signed Signed and sworn to (or affirmed) before me on . Date Notary Public residing at My appointment expires . (Seal or Stamp) KIERNAN.APP P-8 8/93 To be eligible for award of this Contract, the bidder must execute and submit, as a part of its proposal, AT THE OPENING OF BIDS, the following certification relating to Minority and Women's Business Enterprises. Information on certified firms is available from OMWBE, phone (206) 753-9693. MINORITY AND WOMEN'S BUSINESS ENTERPRISE UTILIZATION CERTIFICATION certifies that it has had contact with the (name of bidder) following Minority Business and Women's Business Enterprises (MBE/WBE) and, if it is the successful bidder on this project, it shall award subcontracts to or enter into supply agreements with the following firms as indicated: (Note: if necessary, use additional sheets) VALUE OF BID ITEMS BID fTEM NOS. (or portions of NAME OF MBE/WBE* (Denote if partial) Bid Items) TO BE WA. STATE CERTIFICATION NO. TO BE AWARDED MBE/WBE A W A R D E D MBE/WBE MINORITY BUSINESS SUBCONTRACTING GOAL: $ MBE TQTAL $ WOMEN'S BUSINESS ENTERPRISE SUBCONTRACTING GOAL: $ WBE TOTAL $ KIERNAN.APP P-9 8/93 This data wili be used to determine whether or not a bidder has met the goal or the average of all bidders. Mr/Mrs/Ms has been designated as the liaison officer for the administration of the dollar value of Contract work to be performed by MBE/WBE firms. *Designate MBE or WBE KIERNAN.APP P-10 8193 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY Executive Order 11246 (41 CFR 60-4) (1) The bidder's attention is called to Section 1-07.11 of the Standard Specifications, entitled Eaual Emalovment Oaportunitv Resoonsibilities. (2) The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in the covered area (Spokane County) are as follows: Time Tables: Until further notice Goals for minority employment for each trade: 2.8% Goals for females statewide in each trade: 6.9% These goals are applicable to all the Contractor's construction work (whether or not it is federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non-federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a) and its efforts to meet the goals. The hours of minority and female employment and training must - be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. (3) The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) working days of award of any construction subcontract in excess of $10,000.00 at any tier for construction work under the Contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor, employer identification number of the subcontractor, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract and the geographical area in which the subcontract is to be performed. KIERNAN.APP P-11 8/93 LIST OF SUBCONTRACTORS THE SUCCESSFUL BIDDER MUST EXECUTE AND SUBMIT THE FOLLOWING LIST OF SUBCONTRACTORS AND STATE LICENSE NUMBERS WITHIN TWENTY FOUR (241 HOURS FOLLOWING BID OPENING. TO THE CITY DEPARTMENT OF PUBLIC WORKS: Project number and location: All subcontractors that will be used on this project are as follows: CONTRACTOR/SUPPLIER City License No. TYPE OF W4RK/BlD ITEM CONTRACTOR'S STATE REG. N0. AMOUNT $ CONTRACTOR/SUPPLIER City License No. TYPE OF WORK/BID ITEM CONTRACTOR'S STATE REG. N0. AMOUNT $ CONTRACTOR/SUPPLIER City License No. TYPE OF WORK/BID ITEM CONTRACTOR'S STATE REG. N0. AMOUNT $ CONTRACTOR/SUPPLIER City License No. TYPE OF WORK/BID ITEM CONTRACTOR'S STATE REG. NO. AMOUNT $ CONTRACTOR/SUPPLIER City License No. TYPE OF WORK/BID ITEM CONTRACTOR'S STATE REG. NO. AMOUNT $ NO SUBCONTRACTORS WILL BE USED ON THIS PROJECT (Date) (Signature of Chief Executive Officer Use additional sheets as necessary. KIERNAN.APP P-12 8193 BID PROPOSAL KIERNAN ROAD IMPROVEMENTS PROJECT BASE BID SCHEDULE Item Estimated No. Description of Item Unit Quantity Unit Price Item Total 1. Mobilization L.S. 1 $ $ 2. Clearing and Grubbing L.S. 1 $ $ 3. Roadway Excavation and Embankment, Including Hauling C.Y. 1,960 $ $ 4. Precast Drywell, Type A EA. 1 $ $ 5. Precast Drywell, Type B EA. 2 $ $ 6. Special Backfill for Drywells C.Y. 120 $ $ 7. Crushed Surfacing - Top Course Tons 2,326 $ $ 8. Herbicide L.S. 1 $ $ 9. Asphalt Concrete Pavement, Class E Tons 1,164 $ $ 10. Cement Concrete Curb and Gutter L.F. 1,728 $ $ 11. Concrete Curb Drop and Inlet EA. 2 $ $ 12. Traffic Loops EA. 2 $ $ 13. Wage Certification Fee EA. 2 $ 25.00 $ 50.00 TOTAL BASE BID $ KIERNAN.APP P-13 8/93 ALTERNATE BID SCHEDULE Item Estimated No. Description of Item Unit Quantity Unit Price Item Total A-1 Cement Concrete Sidewalk S.Y. 461 $ $ A-2 Special Curb Inlet and Vauit EA. 2 $ $ TOTAL ALTERNATE BID $ KIERNAN.APP P-14 8193 RIp EiUNi) KNUW nLL MCN E3Y THESE PRESENTS that wc, thc undcrsisncd, as Principal, and as Surcty, arc hcreby held and (irmly hciund untn Uwncr in thc 1-ocnal sum nf , for lhc payment n( which, wcll and lruly madc, wc hcrcby jOintly and scvcrally bind oursclvcs, our Ficirs, cxccutors, administrators, succcssors, and assigns_ . SiC;NED lhis day of , 1993. "i'hc condilion of ihc aluovc ohlibalinn is such lhai whcrcas (he Principal has ,rul)miltccl to a certain Bid, aetachcd hcrc(o and hcrcby madc aparl hercof to en(er ineo a coneract in writing for thc: NOW, THEREFORE, a) if taid Bid shall bc rejected, or in the alternate, b) If said Bid shall he accePted and the Principal shall execute and deliver a Contract in the Form of Coneract ateached hereto (properly completed in accordance wi[h said Bid) and shall furnish a bond for his faithCul per(ormance of said Con(ract, and for the payment of all persons performing labor or Curnishing ma[erials in connection therewith, and shall in all other respects perform the agrecment created by the acceptance of said Bid, then this obligation shall be void, oeherwise the same shall rcmain in force and efCect; it bcing expressly undcrstood and agrced that the liability of the Surcty for any claims hereunder shall, in no event, exceed the penal amount of this obligation as hcrcin statcd_ The Surcty, far valuc receivcd, hcrcby stipulates and agrccs that the obligaiions of said Surety and its bond shall be in no way imPaired or affected hy any extension o( the time wilhin which the Owner may accept such Bid; and said Surety does hereby waivc notice of any extension. IN WITNESS WHEREOF: The Principal and the Surety have hereunto set their hands and seals, and such of them as are corporalions have caused their corporate seals to be hereto affixed and lhese presents to be signed by their proper officers, the day and year first set forth above. (Principal) SF-AL (Surety) By: IMPORTAKf - Surcty companics czccuting [30N0S must appcar on the Trcasury Dcpartmcnt's most currcnl list (Circular 570 as amcndcG) anG bc aulhoritcd to trancaci husincss in the statc whcrc the projcci is locatcd. KIERNAN.APP P-15 8/93 APPENDIX W- WAGE RATES INFORMATION CONTENTS Prevailing Minimum Hourly Wage Rates (Local and State Assisted Construction) W-2 KIERNAN.APW W-I 8/93 CITY OF SPOKANE/SPOKANE COUNTY STATE OF WASHINGTON PREVAILING MINIMUM HOURLY WAGE RATES MINIMUM WAGES FOR LOCAL AND STATE ASSISTED CONSTRUCTION The prevailing rate of wages to be paid to all workmen, laborers or mechanics empioyed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract as though fully set forth herein. Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Pursuant to RCW 39.12.040 all contractors, subcontractors and lower-tier subcontractors must have on file with the City, aaoroved bv the State Industrial Statistician, the Department of Labor and Industries' certification of "STATEMENT OF INTENT TO PAY PREVAILING WAGES" and "AFFIDAVIT OF WAGES PAID" on public works' contracts before any progress payments and final payments can be made. Contractors are responsible for obtainin4 and filinq affidavits of the subcontractors. Submit "Approval of Intent and Affidavit Certifications" sivned bv Jim P. Christensen to the City of Spokane - Contract Compliance & Construction, Skywalk Level, Municipal Building, West 808 Spokane Falls Boulevard, Spokane, WA 99201-3333. PLEASE NOTE: UIVDER THE CONDITIONS STIPULATED IN WAC 296-127- 022, THE PAYMENT OF OVERTIME RATES IS tVOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY. FOR ADDITIONAL INFORMATION PLEASE CALL (206) 956-5334 OR (509~ 324-2586 OR (509) 625-6120. Current prevailing wage data will be furnished by the Department of Public Works, Skywalk Level, Municipal Building, (509) 625-61 ZO or Washington State department of Labor and Industries, (509) 324-2586. If apprentices are to be used, they MUST be registered with the State Apprenticeship Council; otherwise, they must be paid prevailing journeyman wages. ALL CLASSIFICATIONS FOR MINIMUM STATE HOURLY WAGE RATES AND FRINGE BENEFITS SHOULD BE CHECKED FOR THE CURRENT APPLICABLE RATES. W-1 PrevWge.Rates STAT£o~ s d i d- ~ ~yl ,ese ~°y . STATE OF WASHIN~7rON DEPART1vtiENT OF LABOR AND INDUSTRIES Gene;al Adminrstration f3uildmg . Olympia, Washmgton 9850=I-4401 ESAC OIVISION - TELEPHONE (206) 956-5335 PO BOX 44540, OlYMP1A, uASHINGTON 98504-4540 WASHINGTON STATE PREVAILING WAGE RATES SPOKANE COUNTY EFFECTIVE 09-01-93 * * * 't * # # # * ! 1' * 1' * t a~' # f k • A f f it * Y (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOlIOAY NOTE CLASSIFICATION RATE BENEFITS COOE CODE CODE ASBESTOS ABATEMENT, CERTIFIED Certified Asbestos Abatement uorker 16.39 3.67 1G SD R! BOILERMAKERS Boilermaker 22.37 7.79 1R 5N . r* BRICJCLAYERS AND MARBLE MASONS Alt Classifications 19.51 4.71 1B SA 6UILDING SERVICE EMPLOYEES JANITOR 4.95 0.10 1 ST uAXER 5.20 0.10 1 ST 41INDOU CLEANER 5.45 0.10 1 ST CABINET MAKERS Cabinet Maker - In Shop 9.72 0.00 1 CARPENTERS Carpenter 18.79 4.29 1K 5A Piledriver 18.94 4.29 1K SA Millwright 19.29 4.29 1K SA CElSENT KASONS All Classifications 18.34 4.30 1N SO k* DIVERS AND TENDERS olvER 46.40 4.29 1K Sa 8B OIVER TENDER 22.44 4.29 1K SA In addition to the hourly wage and fringe benefits, the following depth premiuns apply to depths of fifty feet or more Over SO' to 100' -$1.00 per foot for each foot over SO feet Over 100' to 175' - $2.25 per foot for each foot over 100 feet Over 175' to 250' -$S.SO per foot for each foot over 175 feet t* DREDGE IJORKERS ASSISTANT ENGINEER 19.98 4.95 16 SI OILER 19.64 4.95 1B SI LEVERNAN, NYDRAULIC 20.40 4.95 18 SI MATES 19.98 4.95 1B 51 BOATMEN 19.98 4.95 16 51 ASSISTANT MATE (DECKHAND) 19.64 4.95 1B SI ENGINEER 4fELDER 20.03 4.95 18 SI DRYNALL FINISHERS Oryuall Taper 14.88 2.70 1 ELECTRICAL FIXTURE KAINTEf1ANCE WORKERS Journey level 6.50 .19 1 ~ NASHINGTON STATE PREVAIIING NAGE RATES - EFFECTIVE 09-01-93 SPOKANE COUNTY (SEE BENEFII COOE KEY) HOURLY NOURLY OVER VAGE FRINGE TIHE HOLIDAY NOTE CLASSIFICATION RATE BENEFITS COOE CODE COOE ELECTRICIANS JOURNEY LEVEL 20.34 5.99 1B SI ELECTRICIANS - HOTOR SHOP Craftsperson 13.95 1.42 2A 6C Journey Levet 13_29 1.40 2A 6C ELECTRICIANS - POVERLINE CONSTRUCTION Journey Levet Line Electrician 21.69 5_51 GA SA 8E Cable Splicer 24.01 5.59 4A 5A 8E Certified Line Electrician uelder 21.69 5.51 4A SA 8E Pole Sprayer 21.69 5.51 4A SA 8E Heavy Line Equipment uorker 21.69 5.51 GA SA 8E Equipment 4lorker 18.71 4.40 4A SA 8E Head Grounds Person 16.37 4.32 bA SA 8E Powder Person 16.37 4_32 4A SA 8E Jackharmier Operator 16.37 4.32 4A SA 8E Grounds Person 15.39 4.29 4A SA 8E ELECTRONIC TECHNICIANS A11D TELfCOMMUNICATION TECHNICIAHS Journey Levet 12.07 0.00 1 EIEVATOR CONSTRUCTORS Mechanic in Charge 23.75 6.52 4A 60 Mechanic 21.11 6.37 4A 60 Constructor 14.78 6.02 4A 60 Probationary Constructor 10.56 0.00 4A 60 FABRICATED PRE-CAST CONCRETE PRODUCTS CRAFTSMAN 11.30 1.90 26 6D 8s PROOUCTION 410RKER 8.90 1.90 26 60 8S CLEANUP WORKER 6.15 1.90 26 60 8S FENCE ERECTORS AND FENCE LABORERS Fence Erector 13.80 0.00 1 Fence Laborer 11.60 0.00 1 FLAGGERS Journey Level 14.47 3.67 1G SD GLA2I ERS Journey Level 13.53 0.00 1 " GREENHOUSE ERECTORS Greenhouse Erector 8.00 0.00 1 't* HEAT AND FROST INSUTATORS (ASBESTOS uORKERS) Mechanic 18.44 0.00 1 HEATING EQUIPMENT ttECHANICS Journey Levet 16.04 2_41 1.1 SA H00 CARRIERS A!!D MASON TEKDERS Journey Levet - 17.68 3.67 • 16 SA INOUSTRIAL ENGINE MECHANICS ' Industrial Engine Mech. 12.86 2.79 1 INOUSTRIAL VAC[AJM POWER CIEAlIER Journey-levet 7.90 1.17 1 ~ 3 uASHINGTON STATE PREVAILING 41AGE RATES - EFFECTIVE 09-01-93 SPOKANE COUNTY (SEE BENEFIT COOE KEY) HOURIY NOURLY OVER uAGE FRINGE TIHE HOLIDAY NOTE CI.ASSIFICATION RATE BENEFJTS COOE COOE COOE INSPECTION, CLEANING, SEALING OF SEWER AND uATER SYSTEHS Technician 6.25 0_00 1 Cleaner Operator, Foamer Operator 8.25 1.48 1 TV Truck Operator 8.75 1.78 1 Grout Truck Operator 9.50 1_98 1 Head Operator 10.50 2.28 1 ' INSULATION APPLICATORS Journey Level 17.07 0.00 1 ~ i RONLIORKERS JOURNEY LEVEL 20.25 8.17 16 5A ` LA80RERS Asphalt Raker 16.64 3.67 1G SO Asphalt Roller, ualking 16.64 3.67 1G 50 Brush Hog Feeder 16.39 3.67 1G SD Brush Machine 16.89 3.67 1G 5D Cassion Worker 16.89 3.67 1G SD Carpenter Tender 16.39 3.67 1G SD Cement Finisher Tender 16.64 3.67 1G SD Cement Handler 16.39 3.67 1G SD Chain Saw aperator & 16.89 3.67 1G SD Faller ' Concrete CreMnan 16.39 3.67 1G SD Concrete Saw, 4lalking 16.64 3.67 1G SD Concrete Signalman 16.39 3.67 1G 5D Concrete Stack 16.89 3.•67 1G SD Crusher Feeder 16.39 3.67 1G SD Dertwlition 16.39 3.67 1G SO Demolition Torch 16.64 3.67 1G 5D Oope Pot Fireman 16.64 3.67 1G SD Orilt, Air Tract 16.89 3.67 1G SD Drill With Dual Masts 17.14 3.67 1G 5D Dritler Helper, ufien 16.64 3.67 1G SD Required to Move and Position Machine Drills, uagon 16.64 3.67 1G SD Form Cleaning Machine 16.39 3.67 1G SD Feeder, Stacker Form Setter, Paving 16.64 3.67 1G SD General Laborer 16.39 3.67 1G 50 Grade Checker 16.39 3.67 1G SD Grade Checker, Using Level 16.64 3.67 1G 50 Grout Machine Header 16.39 3.67 1G SD Tender Gunnite NozZleman 16.89 3.67 1G 5D Hazardous Waste Laborer 16.39 3.67 1G SD High Scaler 16.89 3.67 1G SD Jackhammer 16.64 3.67 1G SU Laser Beam Operator 16.89 3.67 1G SD Miner, Class "All 16.39 3.67 1G SO Miner, Class "B" 16.64 3.67 1G SO Miner, Class "C" 16.89 3.67 1G SD Miner, Class "D" 17.14 3.67 iG SD Monitor Operator, Air 16.89 3.67 1G SD Track, or Similar . Mortar Mixer 16.89 3.67 1G SD 4 41ASHINGTQN STATE PREVAILING IJAGE RATES - EFFECTiVE 09-01-93 SPOKANE COUNTY (SEE BENEFIT CODE KEY) HOURIY HOURIY OVER WAGE FRINGE TIME HOI.IDAY NOTE CLASStFICATION RATE BENEFITS COOE COOE COOE Nipper 16.39 3_67 1G SD Nozzleman, to include 16.89 3.67 1G SD Jet Btasting Nozzleman, to IncludE 16.64 3.67 1G SO Squeeze and FIoW-Crete Nozzleman, Nater, Air 16.64 3_67 1G SD or Steam Pavement Breaker, 16.64 3.67 1G SD Under 90 Lbs. Pavement Breaker, 16.89 3.67 1G SD 90 Lbs. & Over Pipelayer, Corrugated 16.64 3.67 1G SD Metal Culvert Pipelayer, Multi-Section 16.64 3.67 1G SD ' Pipelayer, to Include 16.89 3.67 1G SD • 41orking Topman Pipe, Water Liner 16.64 3.67 1G 5D ; Pipearapper 16.89 3.67 1G SO Pot Tender 16.64 3.67 1G SO Pouderman 18.39 3.67 1G 50 Pouer 8uggy Operator 16.64 3.67 1G SD Power Tool Operator, 16.64 3.67 iG SD Gas, Electric, Pneunatic 4fheelbarrow, Power 16.64 3.67 1G SU Driven Railroad Power Spiker 16.64 3.67 1G SD • or Puller, Dual Mobile Railroad Track Laborers 16.39 3.67 1G SD Riprap Man 16.39 3.67 1G 5D Rodder & Spreader 16.64 3.67 1G SD Scaffold Erector, 16.39 3.67 1G SD uood or Steel Stake Jumper 16.39 3.67 1G SD Structural Mover 16.39 3.67 1G SD Tailhoseman. Sarxiblast 16.39 3.67 1G So Tailhoseman, 4later 16.39 3.67 1G 50 Nozzle Tampers 16.64 3.67 1G 5D Timber Bucker 8 16.39 3.67 1G 5D Faller (ey Hand) Trencher, Sha4rnee 16.64 3.67 1G SD Truck Loader 16.39 3.67 1G 50 Tugger Operator 16.64 3_67 1G 50 Vibrators, All 16.89 3.67 1G 50 Welder, Electric, 17.14 3.67 1G SD Manual or Automatic Well-Point Man 16.39 3.67 1G SD WindoW Cleaner 14.47 3.67 1G 50 LABORERS - UTILITIES COHSTRUC7ION (SEE LA80RERS) GENERAL LABORER 16.39 3.67 1G SD PIPELAYER 16.64 3.67 1G SD LANDSCAPE CONSTRUCTION Irrigation Equipment Installers 6.28 0.00 1 Irrigation & Landscape Equipment Operators 7.19 0.00 1 Landscaping or Planting laborers 6.54 0.00 1 ' U1lIDSCAPE MAIN7ENAHCE Journey Level 6.54 0.00 1 ' . S , uASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 SPOKANE COUNTY (SEE BENEFIT COOE KEY) HOURLY NOURLY OVER VAGE FRINGE TlHE NOLIDAY NOTE CI.ASSIFICATION RATE BENEFITS COOE COOE COOE LATHERS , JOURNEY LEVEL 18.79 4.29 1K SA MACHINISTS (HYOROEIECTRIC SITE {aORK) - Machinist 16.84 0.00 1 MATERIAL SiJAPLIER - EQUIP}tENT OPERATOR Operator 18.95 0.00 1 * f4ATERIAL SUPPLIER - TRANSIT MIX Transit Mix - Conventional 14.95 3.72 1 ST Transit Mix - Booster 15.10 3.72 1 ST METAL FABR I UTORS ( I N SHOP) ' Fitter 12.59 0.00 1 Welder 10.80 0.00 1 Machine Operator 13.26 0.00 1 Painter 10.27 0.00 1 Laborer 7.98 0.00 1 PAINTERS BRUSN PAINTERS, 16.90 3.59 1W SA PAPERHANGERS SPRAY PAINTERS, STEEL 17.40 3.59 lW SA PAINTERS, STEAH CLEANING BITUKASTIC, SANOBLASTING, 17.70 3.59 - 1u SA BRIDGES, TOUERS, STACKS, STEEPLES, TANKS ON LEGS T.V., RADIO & ELECTRICAL 18.40 3.59 141 SA TRANSMISSION TOt1ERS APPLICATION OF COLD TAR 17.70 3.59 1W SA PRODUCTS * PLASTERERS Journey Level 17.87 4.20 18 SA• * PLAYGROUNO AND PARK EQUIPNENT INSTALLERS Journey Levet 6.54 0.00 1 PLIAMBERS AND PIPEFITTERS All Ctassifications 21.76 0.00 1 • P01lER EGUIPltENT OPERATORS A-Frame Truck (Single Drun) 17.37 4.95 1N SD A-Frame Truck (2 or More DruRS) 17.92 4.95 1N SD Asphalt Plant Operator 18.47 4.95 1N SD Assistant Ptant Fireman or Pugmixer 17_37 4.95 1N 5D Assistant Refrig. Plant (under 1000 Ton) 17.37 4.95 1N SO Assistant Refrig. Plant & Chitler 17.92 4.95 iN SO Automatic Subgrader (Dicches 8 Trimmers) 78.47 4.95 1N SD Backfillers (Cleveland & Similar) 17.92 4.95 1N SD Backhoe & Hae Ram, under 3/4 yard 18.22 4.95 1N SO Backhoe & Hae Ram, 3/4 - 3 yds 18.47 4.95 1N SD Backhoe, 3 yds 8 Over 18.72 4.95 1N SD Batch Plant & Uet Mix, Single Unit 17.92 4.95 1N SD Batch & 41et Mix, Multiple Units 18.47 4.95 1N SD r' 41ASNINGTON STATE PREVAILING uAGE RATES - EFFECTIVE 09-01-93 SPOKANE COUNTY (SEE BENEFIT COOE KEY) HOURLY HOURIY OVER uAGE FR[NGE TIHE HOL.IDAY NOTE CLASSIFICATION RATE BENEFITS COOE CODE COOE Batch Plant Ovcr 4 Units 18.47 4.95 1N SO Belt-Crete Conveyors uith Power Pack 17.92 4.95 1N 5D 6elt Finishing Machine 17.37 4_95 1N SD eending Machine 17.92 4_95 1N 50 Bit Grinders 17_07 4.95 1N SD elade (Motor Patrol & Attachments) 18.47 4.95 1N 5D Blade (Finish & Bluetop) (Automatic, CMI, ABC) 18.72 4.95 1N SD Blo►+er Operator (Cement) 17_37 4.95 1N SD Boat Operators 16.57 4.95 1N SD eobcat 17.92 4.95 1N SD Bolt Threading Machine 17.07 4.95 1N SD Boom Cats (Side) 18.47 4_95 1N SD Boring Machine (Earth) 17.92 4.95 1N 5D Boring Machine (Rock) 17.92 4.95 1N SD . Bunp Cutter (uayne, Saginau or Similar) 17.92 4.95 1N 5D Cableway Controlter - Dispatcher 18.47 4.95 1N SD , CableWay Operators 18.72 4.95 1N 5D Canal Lining Machine - Concrete 17.92 4.95 1N SD Cement Nog 17.37 4.95 1N 5D Chipper (Without Crane) 17.92 4.95 1N SD Clamshell Operator (Under 3 yds) 18.47 4.95 1N SD . Clamshetl Operator (3 yds & over) 18.T2 4.95 1N SD Cleaning 8 Uoping Machine (Pipeline) 17.92 4.95 1N SD Compressors (under 2000 CFM, gas, Diesel) 17.07 4.95 1N SD Cortipressors (over 2000 CFM, 2 or more 17.37 4.95 1N SD Concrete Pumps (Squeeze-Crete, Flou-Crete) 18.07 4.95 1N SD Concrete Punp Boan Truck 18.47 4.95 1N 5D Concrete Slip Form Paver 18.47 4.95 1N 5D Concrete Saw (Multiple Cut 17.37 4.95 1N SD Cranes 25 Tons & ur►der 18.22 4.95 1N 5D Cranes over 25 Tons, to 8 including 45 Tons 18.47 4.95 1N 5D Cranes over 45 Tons, to 8 including 85 Tons 18.72 4.95 1N SD Cranes, 85 Tons 8 Over 19.72 4.95 1N SO And ALL Climbing, Rail & ToWer Crusher Feederman 16.57 4.95 1N SD Crusher, Grizzle 8 Screening Plant 18.47 4.95 1N SD Deck Engineer 17.92 4.95 1N SD Deck Hand 17.07 4.95 . 1N 5D Oerricks & Stifflegs (Under 65 Tons) 18.22 4.95 1N SD Derricks 8 Stifflegs (65 Tons & Over) 18.72 4.95 1N SD Uistributor Leverman 17.37 4.95 1N SD Ditch 4litch or Similar 17.37 4.95 1N SD Dope Pots (Pouer Agitated) 17.37 4.95 iN 5D , Dozer, Multiple Units With Single Blade 18.47 4.95 1N SD Draglines (under 3 yds) 18.47 4.95 1N SD Draglines (3 yds 8 Over) 18.72 4.95 1N SD Drill Doctor 18.47 4.95 1N SD Drilters Helper 17.07 4.95 1N SO Drills (Churn, Core, Calyx or Diamond) 18.07 4.95 1N SD Orilling Equipment (8" Bit & Over) 18.22 4.95 1N SO Elevator Hoisting Materials 17.37 4.45 1N 5D Elevating Belt (Holland Type) 18.72 4.95 1N SD Equipment Serviceman, Greaser and Oiler 18.07 4.95 1N 5D Fireman & Heater Tender 17_07 4.95 1N SD Fork lift or Ltnber Stacker, Nydra-Lift 17.37 4.95 1N SD - , Generator Plant Engineers (Diesel, Electric) 17.92 4.95 1N 50 Gin Trucks (Pipetine) 17.37 4.95 1N 50 Grade Checker 17.07 4.95 1N SO Gunite Cortbination Mixer & Compressor 17.92 4.95 1N SO H.O. Mechanic 18.47 4.95 1N SD ' i • i f 7 • NASNINGTON STATE PREVAILING uAGE RATES - EFFECTIVE 09-01-93 SPOiCANE COUNTY , I (SEE BENEFIT COOE KFY) i HOURIY HOURLY OVER NAGE fR[NGE TIHE HOLIDAY NOTE ' CLASSIFICATION RATE BENEFITS CODE CODE CODE N.D. uelder 18.47 4.95 1N SD Helicopter Pilo2 19.72 4.95 1N SD ~ Helper, of H.D. Mechanic & H.D. uelder 16.57 4.95 1N SD Hoe Ram 18.22 4.95 1N SO Hoist, Single-Drun 17.37 4.95 1N SD Hoist (2 or more drums or touer hoist) 18.07 4.95 1N SD Hydro Seeder, Mulcher, Nozzleman 17.07 4.95 1N SD - Loaders (Bucker, Elevator 8 Conveyors) 17.37 4.95 1N SD Loader, Belt (Kocal or Similar) 17.92 4.95 1N SD Loader, Elevating Belt-type (Euclid, Barber) 17.92 4.95 1N SD Loader, Elevating Grader Type (Ounor, Adartts) 17.92 4.95 1N SD Loaders: Overhead/Front-end under 4 yds 18.07 4.95 1N SO Loaders: Overhead/Front-end 4- 8 yds 18.47 4.95 1N SD , Loaders: Overhead/Front-end 8- 10 yds 18.72 4.95 1N SO Loaders: Overfi ead/Front-end 10 yds & Over 19.72 4.95 1N SD loader (360 Degrees Revolving Koehring) 18.72 4.95 1H SD Locomotive Engineer 17.92 4.95 1N SD Longitudinal Float 17.37 4.95 1N SD Mixer (Portable-Concrete) 17.37 4.95 1N SD Mixermobile 17.92 4.95 1N SD Mucking Machine 17.92 4.95 1N SD Oiler 16.57 4.95 1N SD Oiler Driver 8 Cable Tender, Mucking Machine 17.07 4.95 1N SD Pave or Curb Extruder Asphalt 8 Concrete 18.07 4.95 1N SD Pavement Breaker, Hydrahartmer & Similar 17.37 4.95 1N SD Pavers (Asphalt or Concrete) 18.47 4.95 1N SD Paving (Oual Drun) 18.22 4.95 1N SD Paving Machine (Asphalt or Concrete) 18.47 4.95 • 1N . SD Piledriving Engineers 18.22 4.95 1N SD Posthole Auger or Ptmch 17.92 4.95 1N SO PoWer Broom 17.37 4.95 1N SD Probe Tender (Roto-Mill) 17.37 4.95 1N SD Punp (Grout or Jet) 17.92 4.95 1N SD Pump Operator (Water) 17.07 4.95 1N SO Quad-Track or Similar Equipment 18.47 4.95 1N SO Raitroad Ballast Regulation Self-propelled 17.37 4.95 1N 50 Railroad Power Tamper Self-propelled 17.37 4.95 1N SD Railroad Tamper Jack, Self-propelled 17.37 4.95 1N SD Railroad Track lirter Operator (Self-Propelled) 18.22 4.95 1N 50 Refrigeration Ptant Engineers (Under 1000 Ton) 18.07 4.95 1N SO Refrigeration Ptant Engineer (1000 Tans 8 Over) 18.22 4.95 1N SD Rollers, All types on Subgrade (Farm Type) 17.07 4.95 1N SD Roller Operator (Finishing Pavertient) 18.47 4.95 1N SD Roto-Mill Pavement Profiler 18.47 4.95 1N SD Scraper, Bagley or Stationary 17.37 4.95 1N SD Scrapers, Rubber-tired 18.47 4.95 1N SD (one motor with one scraper, under 40 yds) Scrapers, Rubber-tired Multi-Engine PoWer 18.47 4.95 iN 50 Scrapers, Rubber-tired 18.47 4.95 1N 50 One Motor uith One Scraper (40 yds 8 Over) Scrapers, Rubber-tired Multi-Engine Porrer 18.47 4.95 1N SD . ~ uith One Scraper, Push Pull Or Help Mate In Use Scrapers, Rttbber-tired 18.47 4.95 1N SD Multi-Engine With TWO Scrapers Scrapers, Rubber-tired 18.72 4.95 1N SO Multi-Engine With Three Or Nore Scrapers Screed Operator 18.47 4_95 1N SO Shovels, Under 3 yds. 18.47 4.95 1N SD Shovels, 3 yds & Over 18.72 4.95 1N SD Signalmen (Whirleys, Nighline, Hammerheads) 18.22 4.95 1N SO 8 l1ASHINGTON STATE PREVAII]NG uAGE RATES - EFFECTIVE 09-01-93 SPOKANE COUNTY (SEE BENEFIT COOE KEY) NOURLY HOURLY ONE-R WAGE FRINGE TIME HOLIDAY NOTE CIASSIfICATION RATE BEHEFITS COOE COOE CODE Skidder, Rubber-tired 18.07 4.95 1N SO (R/T, t1i th or 41i thout Attachments) Soi! Stabilizer (P & N or Simitar) 17.92 4.95 1N 50 Spray Curing Hachine-Concrete 17.37 4.95 1N SD Spreader Box (Self-Propelled) 17.37 4.95 1N SD Spreader Machine 17.92 4.95 1N SD Steam Cleaner 16.57 4.95 1N SD Straddle euggy (Ross & Simitar) 17.37 4.95 1N SD Surface Heater & Ptanner Machine 18.07 4.95 iN SD Trenching Machines (7 tt Depth & Over) 18.47 4.95 1N SD Tractor (Farm-type R/T uith Attachments) 17.37 4.95 1N 50 Tractor (To D-6 or Equivalent) & Traxcavator 17.92 4.95 1N SD Tractor (D-6/Equivalent & Over) 18.47 4.95 iN SD Traverse Finishing Machine 17.92 4.95 1N SD Trenching Machines (Under 7 ft. Depth) 18.07 4.95 1N SD Tug Boat Operator 18.47 4.95 1N SO Tugger Operator 17.37 4.95 1N SD Turnhead Operator 17.92 4.95 1N 5D -7urnhead (With Re-Screening) 18.07 4.95 1N 50 Vacuun Drill (Reverse Circulation Drill) 18.07 4.95 tN SD Welding Machines 17.07 4.95 1N 50 11hirleys 8 Hamnerfieads, Atl 18.72 4.95 1N SO POt1ER EQUIPMENT OPERATORS - UTILITIES CONSTRUCTION All Classifications 18.22 4.95 1 ; POVER LINE CIEARAHCE TREE TRIKFtERS JOURNEY LEVEL IN CHARGE 18.95 4.41 4A SA TREE 7RIMMER 16.36 4_32 4A SA , CHIPPER OPERATOR 13.09 3.51 4A '$A SPRAY PERSON 13.09 3.51 4A SA " TREE TRIMMER GROUND PERSON 11.47 3.45 4A SA i RE FR I GERAT I ON AND AI R t.OND I T I Ot! I NG FIECHAN I C All Classifications 20.32 0.00 1 RESIDENTIAI CONSTRUCTION Res. Carpenters 11.85 3.50 1 ' Res. Cortrrnini cat i an Tech. 12.07 0.00 1 Res. Drywall Tapers 16.29 0.00 1 Res. Electricians 12.92 0.00 1 Res. Electronic Tech. 12.07 0.00 1 Res. Insulation Appl. 10.00 0.00 1 Res. Laborers 10.85 0.00 1 Res. Painters 7.50 0.00 1 Res. Sheet Metal Mech. 16.65 4.15 1 Res. Terrazzo Setter 12.29 3.66 1 Res. Tile Setter 12.29 3.66 1 Res. Terrazzo/ Tile 10.27 3.60 1 Finisher *'r ROOFERS Allb 11ATERPROOFERS - JOURNEY LEVEL 16.00 4.85 1M 51 USING B[TUMINOUS MATERIAL 18.00 4.85 1M SI SHEET lSETAL WORKERS - MECHANIC 19.98 6.48 iY SA - 9 uASHING70N STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 . ' SPOKANE COUHTY I (SEE BENEFIT COOE KEY) NOURIY NOURLY OVER , 1rAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS COOE COOE CODE ~ SIGN HANGERS Sign Person 13.26 0_65 1 SIGN FtAKERS AND INSTALLERS (ELECTRICAL) Sign Person 13.26 0.65 1 t SOFT FLOOR LAYERS Journey Level 15.79 0.00 1 ° SOL/lR CONTROLS FOR W I NDOWS All Classifications• 5.45 0.00 1 ST 8C SPRINKLER FITTERS - FIRE PREVENTION , Journey Level 19.71 0.00 1 Ir STAGE RIGGING KECHANICS Mechanic 10.50 2.73 1 ~ SURVEYORS Chain Person 9.25 0.00 1 Instrunent Person (Junior Engineer) 12.05 0.00 1 Party Chief 15.05 0.00 1 t TELEPHOHE LINE OQNSTRUCTIQN - OUTSIDE ' CABLE SPLICER 17.19 2.09 16 SA SPECIAL APPARATUS 1NSTALLER I 17.19 2.09 16 SA SPECIAL APPARATUS INSTALLER II 16.78 2.09 1B SA INSTAILER - REPAIRER 16.36 2.08 16 SA TEIEPHONE EGUIPMENT OPERATOR - HEAVY 17.19 2.09 18 SA TELEPHONE EQUIPMENT OPERATOR - LIGHT 15.79 2.07 16 SA ' JOURNEY LEVEL TELEPHONE LINEPERSON 15.79 2.07 16 SA HOLE DIGGER/GROUND PERSON 8.40 1.92 16 SA TREE TRIHMER 15.79 2.07 16 SA POLE SPRAYER 15.79 2.07 16 SA TELEVISION SYSTEM TECHNICIAN 14.01 2.03 16 SA TELEVISION TECNNICIAN 12.32 2.00 16 SA TELEVISION IINEPERSON 11.32 1.98 1B SA TELEVISION GROUND PERSON 7.85 1_91 1B SA TERRAZZO WORKERS A!!D TILE SETTERS Journey Level 16.79 4.46 4A SA t TILE, FIARBLE AND TERRAZZO FINISHERS Finisher 13.54 4.46 4A SA ~ TRAFFIC COt1TROL STRIPERS JOURNEY LEVEL 18.14 3.49 1K SA TRUCK ORIVERS A-Frame 18.65 4.69 1! 50 Ambulance Driver 18.25 4.69 11 SD Auto Crane: 2000 lb. Capacity 18.35 4.69 11 50 Buggymobile & Similar 18.35 4.69 lI 5D Bulk Cement Spreader 18.35 4.69 1I SD Burner, Cutter 8 uelder 18.65 4.69 1I SD Employee Haul 15.81 4.69 11 50 ~c uASHINGTON STATE PREVAILING uAGE RATES - EFFECTIVE 09-01-93 SPOKANE COUNTY (SEE BENEFIT C00E KEY) NOURLY HOURLY OVER L1AGE FRINGE TIME NOLIDAY NOTE CLASSIF[CATION RA7E BENEFITS COOE COOE CaOE Dunptor: 6 yd 8 Under 18.35 4.69 11 5D Dumptor: Over 6 yds 18_75 4.69 11 SD Dump, Semi-End 18.90 4.69 11 5D D unp, 6 yds & under 18.35 4.69 11 SD D unp, 6- 12 yds 18.65 4.69 11 SD Dunp. Over 12 - 20 yds 18_75 4_69 11 5D Ounp, Over 20 - 40 yds 18.90 4.69 lI SD Dump, Over 40 - 100 yds 19.39 4.69 lI SD Dcmp, Over 100 yds 19_69 4_69 11 5D Escort Driver or Piloi Car 15.81 4.69 11 SD Fish Truck 18..25 4.69 11 50 Flaherty Spreader, Box Driver 18.90 4.69 11 5D Flatbed Truck 18.25 4.69 11 SD . Flatbed Truck uith Hydraulic System 18_35 4.69 11 50 F l o►rboys 18.90 4.69 1 I SD Fork lift, 3000 Lbs And Under 18.25 4.69 11 SD Fork Lift, 3001 - 16,000 Lbs 18.35 4.69 11 5D Fork Lift, 16,000 8 Over 18.90 4.69 tI SO Fuel Truck Driver, Washer, Steam Cleaner 18.35 4.69 11 SD Helicopter Pilot Hauling 19.69 4.69 lI SO Employees or Materials Helper & Swamper 15.81 4.69 11 SD Leverperson Loading Trucks At Bunkers 18.25 4.69 11 5D Loaboy, SO Tons 8 Under 18.75 4.69 lI SD lowboy, Over SO Tons 18_90 4.69 11 SD Mechanic, field 18.90 4.69 11 5U Mechanic, Shop 18.25 4.69 11 SD Oil Oistributor Oriver (Road, Bootperson) 18.65 4.69 11 SD Oil Tank Driver 18.35 4.69 11 SD Power Boat Hauling Employees or Materials 15.81 4.69 11 SD Pouer Operated Sweeper 18.35 4.69 11 SD Rubber-Tired Tunnel Jumbo18.35 4.69 11 SD Scissors Truck 18.35 4.69 11 5D Seeder & Mulcher 18.25 4.69 11 SD Semi-Truck & Trailer 18.75 4.69 11 50 Service Greaser 18.65 4.69 lI SD Slurry Truck Driver 18.35 4.69 11 SD Stationary Fuel Operator 18.25 4.69 lI SD Straddle Carrier (Ross, Hyster 8 Similar) 18.35 4.69 lI 50 Tireperson 18.35 4.69 11 SO Tournarocker, Du'S & Similar 18.90 4_69 11 5D Tractor (Small Rubber-tired, Pulling Trailer) 18.25 4.69 11 5D Tractor uith Steer Trailer 18.75 4.69 11 SD Truck-Mounted Crane 18.75 4.69 11 SD uarehouse Person 18.65 4.69 11 SO ilarehouse Person, To 18.35 4.69 11 SD Include Shipping & Receiving uater Tank Truck Up To 1800 Gallons 18.25 4.69 11 SD Water Tank Truck 1801 - 6000 Gallons 18.35 4.69 11 SD uater Tank Truck 6001 - 8000 Gallons 18.65 4.69 11 SD uater Tank Truck 8001 - 10,000 Gallons 18.75 4.69 11 SD Water Tank Truck 10,001 - 14,000 Gallons 18.90 4.69 lI 5D • Wrecker & Tow Truck 18.35 4.69 lI SD *'t WELL ORILLERS Irrigation Pump Installers 11.15 0.00 1 ' Oiler 9.20 0.00 1 uell Driller 11.15 0.00 1 . ~ , sTwr~ o~ o ~ ~ - s d~, 2 - - ~ - Oy~ - y[• 1880 ~ STATE OF WASHiNGTON . DEPARTMENT OF LABOR AND INDUSTRIES ESAC DIViS10N - TEtEPHONE (206) 956-5335 PO BOX 44540, OLYMPIA, uASHINGTON 98504-4540 WASHINGTON STATE PREVAILING uAGE RATES STEVENS COUNTY EFFECTIVE 09-01-93 . * * * * * x * * * * * * * . * x * * f . . * # * (SEE BENEFIT CQDE KEY) HOURLY NOURLY OVER ' uAGE FRINGE TIME NOLIOAY NOTE - CLASSIFICAT[ON RATE BENEFITS COOE CODE COOE ASBESTOS ABATEFtENT, CERTIFIED ' Certified Asbestos Abatement uorker 16.39 3.67 1G SD t* BOI LERFIAKERS Boi lernsaker 22.37 7.79 1R SN BRICKLAYERS AND MARBLE MASONS All Classifications 19.51 4.71 16 SA ~ Bil I LD I NG SERV I CE EFtPLOYEES JANITOR 4.95 0.10 1 ST WAXER 5.20 0.10 1 ST WIND0W CLEANER 5.45 0.70 1 57 CABINET MAKERS Cabinet Maker - In Shop 8.45 0.00 1 t* CARPENTERS All Classifications 14.39 0.00 1 CQIENT MlASOlJS All C[assifications 15_66 0,00 1 ~ OIVERS ANO TENDERS DIVER 46.40 4,29 1K SA 86 D1VER TENOER 22.44 4,29 1K SA In addition to the hourly Wage and fringe benefits, the follor+ing depth premiums apply to depths of fifty feet or more Over SO' to 100' -$1.00 per toot for each foot over SO feet Over 100' to 175' -$2.25 per foot for each foot over 100 feet Over 175' to 250' - $5.50 per foot for each foot over 175 feet r* DREDGE WORKERS ASSISTANT ENGINEER 19.48 4.95 18 51 OILER 19.64 4.95 16 SI LEVERMAN, HYORAULIC 20.40 4.95 16 SI • MATES 19.98 4.95 1B S[ BOATMEN 19.98 4.95 18 SI ASSISTANT NWTE (DECKHAND) 19.64 4.95 16 SI ENGINEER 41ELDER 20.03 4.95 16 51 DRYWALL FINISHERS Journey Level 17.66 3.20 1P SA ELECTRICAI FIXNRE lSNINTENANCE 410RKERS Journey level - 6.50 .19 1 A z 4JASHINGTON STATE PREVAILING 41AGE RATES - EFFECTIVE 09-01-93 STEVENS COUNTY (SEE BENEFIT COOE KEY) NOURLY W011RLY OVER 41AGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE CODE CODE 'r* ELECTRICIANS JOURNEY LEVEI 15.44 0.00 1 ELECTRICIANS - MOTOR SHOP . Craftsperson 13.95 1.42 ZA bC Journey Levet 13.29 1_40 2A 6C ELECTRICIANS - PONERLINE CONSTRUCTION Journey Levet Line Electrician • 21.69 5.51 4A 5A 8E Cable Splicer 24.01 5.59 4A 5A 8E Certified Line Electrician 4lelder 21.69 5.51 4A SA SE Pole Sprayer 21.69 5.51 4A SA 8E Heavy Line Equipment 4forker 21.69 5.51 4A SA 8E Equipment uorker 18.71 4.40 ' 4A 5A 8E. Head Grounds Person 16.37 4.32 4A SA 8E Poti+der Person 16.37 4.32 4A SA 8E Jackhartmer Operator 16.37 4.32 4A SA 8E Grourtids Person 15.39 4.29 4A SA 8E t* ELECTROt1IC TECHNICIANS ANO TELECOFWIINICATION TECHNICIAl1S Journey level 12.07 0.00 1 EIEVATOR CONSTRUCTORS ~ Mechanic in Charge 23.75 6.52 4A 60 Mechanic 21.11 6.37 4A 60 - Constructor 14.78 6.02 4A ba Probationary Constructor 10.56 0.00 4A 60 . FABRICATED PRE-CAST CONCRETE PRODUCTS - CRAFTSMAN 11.30 1.90 28 60 8s PRODUCTION tiIORKER 8.90 1.90 26 6D 8S , CLEANUP WORKER 6.15 1.90 26 60 8S FENCE ERECTORS AND FENCE LABORERS Fence Erector 13.80 0.00 1 Fence Laborer 11.60 0.00. 1 - t* FLAGGERS Journey Levet 14.47 3.67 1G 5D GIAZIERS Journey Level 13.45 2.60 1 ~ GREENHOUSE ERECTORS Greenhouse Erector 8.00 . 0.00 1 HEAT A1iD FROST INSULATORS (AS6ESTOS 4rORKERS) Mechanic 18.44 0.00 1 HEATING EQUIPKENT MECHANICS Journey Levet 16.04 2.41 1J SA INDUSTRIAL ENGINE MECHANICS Industrial Engine Mech. 12.86 2.79 't* I NDUSTR I AL VACLA.tH POVER CLEANER Journey-level 7.90 1.17 1 i 3 ' uASHINGTON STATE PREVAILING 41AGE RATES - EFFECTIVE 09-01-93 , S7EVEN5 COUNTY i (SEE BENEfIT COOE KE1') HOURLY HOURLY OVER - 41AGE FRINGE TIME HOLIDAY NOTE ' CLASSIFICATION RATE BENEFITS CODE CODE CODE * I NSPECT I OlJ, CLEAN I NG, SEAL I NG OF SEIlER AND uATER SYSTEltS Technician 6.25 0.00 1 Cleaner Operator, Foamer Operator 8.25 1.48 1 TV Truck Operator 8.75 1.78 1 ! Grout Truck Operator 9.50 1.98 1 ? Head Operator 10.50 2.28 1 s* INSULATION APPLICATORS Journey Level 17.07 0.00 1 ~ I ROHWORKERS JOURNEY LEVEL 20.25 8.17 1B SA . LABORERS All Classifications 12.50 0.00 1 LABORERS - UTILITIES CWiSTRUCTION . GENERAI LABORER 16.39 3.67 1G SD PIPELAYER 16.64 3.67 1G 50 'r* LANOSCAPE CDNSTRUCTION Irrigation Equipment Installers 6.44 0.00 1 Irrigation & Landscape Equipment Operators 8.12 0.00 1 Landscaping or Ptanting Laborers 7.50 0.00 1 LANDSCAPE MAINTENANCE Journey Level 7.50 0.00 1 ~ LATHERS Journey Level 15.88 0.00 1 • MACHINISTS (HYDROELECTRIC SITE HORK) Nachinist 16.84 0.00 1 -,t MATERIAL SUPPLIER - EGUIPFIENT OPERATOR Operator 12.90 0.00 1 MATERIAL SUPPLIER - TRANSIT MIX Driver 17.65 0.00 1 ~ ltETAL FABRICATORS (IN SNOP) Fitter ' 13_23 0.00 1 Welder 12_87 0.00 1 Nachine Operator 12.66 ' 0.00 1 Painter 10.20 0.00 1 Laborer • 8.13 0.00 1 PAINTERS BRUSN PAINTERS, 16.90 3.59 141 SA PAPERHANGERS SPRAY PAINTERS, STEEL 17.40 3.59 1W SA PAINTERS, STEAM CLEANING BITUMASTIC, SANOBLASTING, 17.70 3.59 1N SA BRIDGES, TONERS, STACKS, STEEPLES, TANKS ON LEGS T.V., RADIO & ELECTRICAL 18.40 3.59 141 SA TRANSMISSION T0ti1ERS APPLICATION Of COLO TAR 17.70 3.59 1w SA PROOUCTS ly uASH1NGTON STATE PREVAILING uAGE RATES - EFFECTIVE 09-01-93 STEVENS COUN7Y (SEE BENEFIT CODE KEY) NOURLY NOLJRLY OVER NAGE FRINGE TIhtE HOIIDAY NOTE CLASSIFICATION RATE BENEFITS COOE COOE CODE PLASTERERS Journey Level 17.87 4.20 16 SA PLAYGROUND AND PARK EQUIPMENT INSTALLERS Journey Level 7.50 0.00 i PLIAMBERS AlID PIPEfITTERS All Ctassifications 21.76 0.00 1 POWER EQUIPMENT OPERATORS A-Frame Truck (Single Drun) 17.37 4.95 1N SD A-Frame Truck (2 or More Drums) 17.92 4.95 1N SO Asphalt Plant Operator 18.47 4.95 1N 5D ' Assistant Plant Fireman or Pugmixer 17.37 4.95 1k SD Assistant Refri9. Plant (under 1000 Ton) 17.37 4.95 1N 50 Assistant Refrig. Plant & Chitter 17.92 4.95 1N SD Automatic Subgrader (Ditches & Trimmers) 18.47 4.95 1N 5D 8ackfillers (Cleveland & Similar) 17.92 4.95 1N SD Backhoe & Hoe Ram, urxier 3/4 yard 18.22 4.95 1N SD Backhoe & Hoe Ram, 3/4 - 3 yds 18.47 4.95 1N 50 Backhoe, 3 yds & Over 18.72 4.95 1N SD Batch Plant 8 Wet Mix, Single Unit 17.92 4.95 1N SD Batch & Wet Mix, Multiple Units 18.47 4.95 1N SO Batch Ptant Over 4 Units 18.47 4.95 1N 5D Bett-Crete Conveyors tlith Pouer Pack 17.92 4.95 1N SD Belt Finishing Machine 17.37 . 4.95 1N SO Bending Machine 17.92 4.95 1N SD Bit Grinders 17.07 4.95 1N SD Blade (Motor Patrol & Attachments) 18.47 4.95 1N SD , Blade (Finish & Bluetop) (Automatic, CMI, ABC) 18.72 4.95 1N SD Blower Operator (Cement) 17.37 4.95 1N SO Boat Operators 16.57 4'.95 1N SD Bobcat 17.92 4.95 1N SO Balt Threading Machine 17.07 4.95 1N 5D Boom Cats (Side) 18.47 4.95 1N SD Boring Machine (Earth) 17.92 4.95 1N SD - Boring Machine (Rock) 17.92 4.95 iN SO 6ump Cutter (Wayne, Saginau or Simi lar) 17.92 4.95 1N SD Cableway Controller - Oispatcher 18.47 4.95 1N 5D Cabler+ay Operators 18.72 4.95 1N 5D Canat Lining Machine - Concrete 17.92 4.95 1N SO Cement Hag 17_37 4.95 1N SO Chipper (Without Crane) 17.92 4.95 1N SD Clamshell Operator (Under 3 yds) 18.47 4.95 1N SO Clamshell Operator (3 yds & over) 18.72 4.95 1K 50 Cleaning & Doping Machine (Pipeline) 17.92 4.95 ?!t SD Compressors (under 2000 CFM, gas, Diese[) 17.07 4_95 1N SD Compressors (over 2000 CFM, 2 0r more 17.37 4.95 1N SD Concrete Ptmps (Squeeze-Crete, Flow-Crete) 18.07 4.95 1N 50 Concrete Purp Boom Truck 18.47 4.95 1N SD Concrete Slip Form Paver 18.47 4.95 1N SD Concrete Saw (Multiple Cut 17.37 4.95 1N SO Cranes 25 Tons & urtider 18.22 4.95 1N SD Cranes over 25 Tons, to & including 45 Tons 18.47 4.95 1N SD Cranes over 45 Tons, to & including 85 Tons 18.72 4.95 1N 50 Cranes, 85 Tons & Over 19.72 4_95 1N SD And ALL Ctimbing, Rai[ & Toker Crusher Feederman 16.57 4.95 1N SD Crusher, Grizzle & Screening Plant 18.47 4.95 1N SD S . 11ASH1NG70N STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 ~ STEVENS COUNTY (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER 41AGE FR3NGE TIME HOLIUAY NOTE CLASSIFICAT[ON RATE BENEFITS COOE CODE COOE - Deck Engineer 17.92 4.95 1N SD , Deck Hand 17.07 4.95 1N 5D Derricks & Stifflegs (Under 65 Tons) 18.22 4.95 1N SD Derricks & Stifflegs (65 Tons & Over) 18.72 4.95 1N SD Oistributor Leverman 17.37 4.95 1N SO Ditch 4litch or Similar 17.37 4_95 1N SD Oope Pots (Pouer Agitated) 17.37 4_95 1N SD Dozer, Multiple Units With Single Blade 18.47 4.95 1N SD Draglines (under 3 yds) 18.47 4.95 1N SD Draglines (3 yds & Over) 18.72 4.95 1N SO Orill Doctor 18.47 4.95 1N SO Oritlers Helper 17.07 ' 4.95 1N SD Orills (Churn, Core, Catyx or Diamond) 18.07 4.95 1N SD Drilling Equipment (8" Bit & Over) 18.22 4.95 1N SD , Elevator Hoisting Materials 17.37 4.95 1N SD Elevating Belt (Holland Type) 18.72 4.95 1N SO Equipment Serviceman, Greaser and Oiler 18.07 4.95 1N SD Fireman & Heater Tender 17.07 4.95 1N SD Fork lift or Lunber Stacker, Hydra-Lift 17_37 4.95 1N SD Generator Ptant Engineers (Diesel, Electric) 17.92 4.95 1N SD Gin Trucks (Pipeline) 17.37 4.95 1N SD Grade Checker 17.07 4.95 1N 50 Gunite Combination Mixer & Compressor 17.92 4.95 1N SD N.D. Mecfianic 18.47 4.95 1N 50 H.D. 4lelder 18.47 4.95 1N SD . Helicopter Pilot 19.72 4.95 1N SD Helper, of H.D. Mechanic & H.D. Welder 16.57 4.95 1N 50 Hoe Ram 18.22 4.95 - 1N SD Hoist, Single-Urun 17.37 4.45 1N 5D Hoist (2 or more druns or toWer hoist) 18.07 4.95 1N SD Hydro Seeder, Mutcher, Nozzteman 17.07 4.95 1N SD Loaders (Sucker,.Elevator & Conveyors) 17.37 4.95 1N SD Loader, Belt (Kocal or Similar) 17.92 4.95 1N SD . Loader, Elevating Bett-type (Euclid, Barber) 17.92 4.95 1N SD Loader, Elevating Grader Type (Dumor, Adams) 17.92 4.95 1N SD loaders: Overhead/Front-end under 4 yds 18.07 4.95 1N SO Loaders: Overhead/Front-end 4- 8 yds 18.47 4.95 1N SD Loaders: Overhead/Front-end 8- 10 yds 18.72 4.95 1N So loaders: Overhead/front-end 10 yds & Over 19.72 4.95 1N So Loader (360 Degrees Revolving Koehring) 18.72 4.95 1N 50 locomotive Engineer 17.92 4.95 1N SD Longitudinal Float 17.37 4.95 1N SD Mixer (Portabte-Concrete) 17.37 4.95 1N SO Mixermobile 17.92 4.95 1N SD Mucking Machine 17.92 4.95 1N SD oiler ' 16.57 4.95 1N SO Oiler Oriver & Cable Tender, Mucking Machine 17.07 4.95 1N 50 Pave or Curb Extruder Asphalt & Concrete 18.07 4.95 1N SD Pavement Breaker, Nydrahammer & Similar 17.37 4.95 1N 5D Pavers (Asphalt or Cancrete) 18.47 4.95 1N SD Paving (Oual Drum) 18.22 4.95 1N SD Paving Machine (Asphalt or Concrete) 18.47 4.95 1N SD • Piledriving Engineers 18.22 4.95 1N SO Posthole Auger or Punch 17.92 4.95_ 1N SO Power Broom 17.37 4.95 1N 50 Probe Tender (Roto-Mill) 17.37 4.95 1N 50 Pump (Grout or Jet) 17.92 4.95 1N SO Purp Operator (Water) 17.07 4.95 1N SD Quad-Track or Similar Equipment 18.47 4.95 1N SD Railroad Ballast Regulation Self-propelled 17.37 4.95 1N SD 6 uASHINGTON STATE PREVAILING 41AGE RATES - EFFECTIVE 09-01-93 STE1/ENS COUNTY (SEE BENEFIT CODE KEY) NOURLY HOURI.Y OVER L1AGE FRIHGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE COOE CODE Railroad Power Tamper Self-propelled 17_37 4.95 1N SD Railroad Tamper Jack, Self-propelled 17.37 4_95 1N SD Railroad Track liner Operator (Self-Propelled) 18.22 4_95 1N 5D Refrigeration Plant Engineers (Under 1000 Ton) 18.07 4.95 1N SO Refrigeration Ptant Engineer (1000 Tons & Ovcr) 18_22 4.95 iN SD Rollers, All types on Subgt-ade (Farm Type) 17.07 4_95 iN 5D Roller Operator (Finishing Pavement) 18_47 4.95 1N SD Roto-Mit( Pavement Profiier 18,47 4.95 1N SD Scraper, Bagtey or Stationary 17.37 4.95 1N SD Scrapers, Rubber-tireci 18.47 4.95 1N SD (one motor With one scraper, under 40 yds) Scrapers, Rubber-tired Multi-Engine Power 18.47 4.95 1N SD Scrapers, Rubber-tired 18.47 4.95 1N SD One Motor With One Scraper (40 yds & Over) ' Scrapers, Rubber-tired Multi-Engine Power 18.47 4.95 1N SD uith One Scraper, Push Pull Or Help Mate In Use Scrapers, Rubber-tired 18.47 4.95 1N SD • Mutti-Engine 41ith TWO Scrapers Scrapers, Rubber-tired 18.72 4.95 1N SD Multi-Engine Nith Three Or More Scrapers Screed Operator 18.47 4.95 1N SD ' Shovels, Under 3 yds. 18.47 4.95 1N 50 Shovels, 3 yds & Over 18.72 4.95 iN 5D Signalmen (4fhirteys, Highline, Hartmerheads) 18.22 4.95 1N SD ,Skidder, Rubber-tired 18.07 4.95 1N SD ~ (R/T, With or Without Attachments) Soil Stabilizer (P & H or Similar) 17.92 4.95 1N 5D Spray Guring Machine-Concrete 17.37 4.95 1N SD Spreader Box (Self-Propelled) 17.37 4.95 1N SD Spreader Machine 17.92 4.95 1N SO Steam Cleaner 16.57 4.95 1N SD Straddle Buggy (Ross & Simitar) 17.37 4.95 1N SD Surface Heater 8 Planner Machine 18.07 4.95 1N SD Trenching Machines (7 ft Depth & Over) 18.47 4.95 1N SD Tractor (Farm-type R/T With Attachments) 17.37 4.95 1N 5D Tractor (To D-6 or Equivalent) 8 Traxcavator 17.92 4.95 1N SD Tractor (D-6/Equivalent 8 Over) 18.47 4.95 1N 50 Traverse Finishing Machine 17.92 4.95 1N 50 ' Trenching Machines (Under 7 ft. Depth) 18.07 4.95 1N SD Tug Boat Operator 18.47 4.95 1N SD Tugger Operator - 17.37 4.95 1N SD Turnhead Operator ,17.92 4.95 1N SD , Turnhead (With Re-Screening) 18.07 4.95 1N SD , Vacuun Drilt (Reverse Circutation Drill) 18.07 4.95 1N SD Nelding Machines 17.07 4.95 1N SD lahirleys & Hammerheads, All 18.72 4.95 1N 5D POVER EQUIPMEN7 OPERATORS - UTILITIES CONSTRUCTION Alt Classifjcations 18.22 4.95 1 POWER L I NE CIEARA1iCE TREE TR I F4tERS JOURNEY LEVEL IF1 CNARGE 18.95 4.41 4A SA TREE TRIMMER 16.36 4.32 4A SA CHIPPER OPERATQR 13.09 3.51 GA SA SPRAY PERSON 13.09 3.51 4A SA TREE TRIMMER GROUND PERSON 11.47 3.45 GA SA . ~ REFRIGERATION AND AIR CONDITIONING MECHANIC All Ctassifications 20.32 0.00 1 7 41ASHINGTON STATE PREVAILING 41AGE RATES - EFFECTIVE 09-01-93 S7EVENS COUNTY (SEE BENEfIT CODE KEY) HOURLY HOLIRLY OVER uAGE FRINGE TIME HOLIDAY NOTE CIASSIFICATION RATE BENEFITS CODE CODE CODE " RESIDEHTIAL CONSTRUCTION Res. Carpenters 8.79 0.00 1 Res. Cocmunication Tech. 12.07 0.00 1 Res. Drywall Tapers 11.06 0.00 1 Res. Electricians 16.28 0.00 1 Res. Electronic Tech. 12.07 0.00 1 ; Res. Glaziers 12.77 0.00 1 Res. Insulation Appl. 10.00 0.00 1 Res. Laborers 6.20 0.00 1 ;Res_ Painters 10.98 0.00 1 •Res_ Sheet Metal Hech. 16.65 4.15 1 Res. Terrazzo Setter 12.29 3.66 1 Res. Tile Setter 12.29 3.66 1 Res. Terrazzo/ Tile Finisher 10.27 3.60 1 'ROOFERS AND LIATERPROOFERS JOURNEY IEVEL 16.00 4.85 1M SI USING BITUMINOUS MATERIAL 18.00 4.85 1M SI k SHEET PtETAI WORKERS MECHANIC 19.98 6.48 lY SA `t SIGN HAIlGERS Sign Person 13.26 0.65 1 SIGN KAKERS AND INSTAILERS (ELECTRICAL) Sign Person . 13.26 0.65 1 k SOFT FLOOR LAYERS Journey Level 15.79 0.00 1 t SOU1R CO?1TROLS FOR WINDOWS All Classificatioris 5.45 0.00 1 5T 8C t* SPRINKLER FITTERS - FIRE PREVENTION JOURNEY LEVEI 22.10 6.03 1F SI t STAGE RIGGING MECHANICS Mechanic 10.50 2.73 1 ~ SURVEYORS Chain Person 9.25 0.00 1 Instrtment Person (Junior Engineer) , 12.05 0.00 1 Party Chief . 15.05 0.00 1 t TELEPNONE LINE CONSTRUCT[ON - OUTSIDE CABLE SPLICER 17.19 2.09 18 SA SPECIAL APPARATUS INSTALLER I 17.19 2.09 16 SA SPECIAL APPARATUS INSTALLER II 16.78 2.09 18 SA INSTAILER - REPAIRER 16.36 2.08 18 SA TELEPHWJE EQUIPMENT OPERATOR - NEAVY 17.19 2.09 16 SA TELEPHOt1E EQUIPMENT OPERATOR - LIGHT 15.79 2.07 16 SA JOURNEY LEVEL TELEPHONE LINEPERSON 15.79 2.07 16 SA HOLE DIGGER/GROUND PERSON 8.40 1.92 1B SA TREE TRIMNER 15.79 2.07 1B SA POLE SPRAYER 15.79 2.07 16 SA TELEVISION SYSTEM TECNNICIAN 14.01 2.03 16 SA TELEVIStON TECHNICIAN 12.32 2.00 19 5A TELEVISION LINEPERSON 11.32 1.98 16 SA TELEVISION GROUND PERSON 7.85 1.91 16 SA 8 41ASNINGTON STATE PREVAILING uAGE RATES - EFFECTIVE 09-01-93 STEVENS COUNTY (SEE BENEFIT CODC KEY) NOURIY HOURLY OVER 41AGE FRINGE TIME HOLIDAY NOTE CLASSIflCATION RATE BENEFITS COOE CODE CODE t* TERRAZZO N'ORKERS AFlD TILE SETTERS .lourney Level 16.79 4.46 4A SA T1LE, 11ARBLE AND TERRAZZO FINISHERS Finisher 13.54 4_46 GA SA TRAFFIC CONTROL STRIPERS JOURNEY LEVEL 18.14 3.49 1K SA TRUCK DRIYERS A-Frame 18.65 4.69 lI SD . Ambulance Driver 18.25 4.69 11 SD , Auto Crane: 2000 Lb. Capacity 18.35 4.69 11 SO Buggymobile & Similar 18.35 4.69 11 SD , Bulk Cement Spreader 18.35 4.69 11 SD Burner, Cutter & 4lelder 18.65 4.69 1I SD _ Employee Naul 15.81 4.69 11 SD Dumptor: 6 yd & Under 18.35 4.69 11 SO Ourptor: Over 6 yds 18.75 4.69 11 SD Durtp, Semi-End 18.90 4.69 11 SD Dunp, 6 yds & under 18.35 4.69 tI 50 Dunp, 6- 12 yds 18.65 4.69 1t SD Dunp. Over 12 - 20 yds 18.75 4.69 11 SD Dunp, Over 20 - 40 yds 18.90 4.69 11 SD Dtdnp, Over 40 - 100 yds 19.39 4.69 11 50 - Dunp, Over 100 yds 19.69 4.69 11 SD Escort Driver or Pilot Car 15.81 4.69 11 SD - Fish Truck 18.25 4.69 11 SD Flaherty Spreader, Box Driver 18.90 4.69 11 SD Flatbed Truck 18.25 4.69 11 SO Flatbed Truck With Hydraulic System 18.35 4.69 11 .50 Flowboys 18.90 4.69 1I 5D Fork lift, 3000 Lbs And Under 18.25 4.69 1J 5D Fork lift, 3001 - 16,000 lbs 18.35 4.69 11 SD fork Lift, 16,000 & Over 18.90 4.69 11 SD Fuel Truck Driver, Washer, Steam Cleaner 18.35 4.69 11 50 • Helicopter Pilot Nauling 19.69 4.69 11 SD Employees or Materials i Netper 8 Swamper 15.81 4.69 11 50 Leverperson Loading Trucks At 8unkers 18.25 4.69 11 SD lowboy, SO Tons & Under 18.75 4.69 11 50 lowboy, Over 50 Tons 18.90 4.69 11 SD ' Mechanic, Field 18.90 4.69 1I 5D Mechanic, Shop 18.25 4.69 1I SD Oil Distributor Driver (Road, Bootperson) 18.65 4.69 11 SD Oil Tank Oriver 18.35 4.69 11 SD Power Boat Hauling Employees or Naterials 15.81 4.69 1I 5D Por+er Operated Sweeper 18.35 4.69 1I 5D Rubtier-T i red Tunnel Junbo 18.35 4.69 11 SD Scissors Truck 18.35 4.69 11 SD Seeder & htutcher 18.25 4.69 11 SD Semi-Truck & Trailer 18.75 4.69 11 SD Service Greaser 18.65 4.69 11 50 Slurry Truck Driver 18.35 4.69 11 SD Stationary Fuel Operator 18.25 4.69 11 SD Straddle Carrier (Ross, Nyster & Similar) 18.35 4.69 11 SD • Tireperson 18.35 4.69 11 SD Tournarocker, Du'S & Similar 1$.90 4.69 11 5D i 9 uASHINGTON STATE PREVAILING NAGE RATES - EFFECT3VE 09-01-93 STEVENS COUNTY (SEE BENEFIT CODE KEY) NOURLY HOURLY OVER 41AGE FRINGE TIME HOL(DAY NOTE CLASSIFICATION RATE BENEFITS CODE COOE COOE Tractor (Small Rubber-tired, Pulling Trailer) 18.25 4.69 1I SU Tractor With Steer Trailer 18.75 4.69 11 SO Truck-Mounted Crane 18.75 4.69 11 SD 4larehouse Person 18.65 4.69 lI SO . Narehouse Person, To 18.35 4.69 11 SO Include Shipping 8 Receiving i Water Tank Truck Up To 1800 Gallons 18.25 4.69 11 SD - Water Tank Truck 1801 - 6000 Gallons 18.35 4.69 tI SD uater Tank Truck 6001 - 8000 Gallons 18.65 4.69 11 SD Water Tank Truck 8001 - 10,000 Gallons 18.75 4_69 11 SO Water Tank Truck 10,001 - 14,000 Gallons 18.90 4.69 11 SD Wrecker & Tor+ Truck 18.35 4.69 11 SD 61ELL DRILLERS Irrigation Punp Installers 11.15 0.00 1 Oiler 9.20 0.00 1 41e1t Driller 11.15 0.00 1 ~ BENEFIT CODE KEY • "EFFECTiVE 09-01-93 ♦ir,t+r,rtir*tw«***w*t*t,ra~r+trtftre«rtwk*tr-r,r~~wtrrrttrtr.rt,rtetrtit*trwtrtcwyr,r,rrtt~rrttrrr,t*,rww~+ttwrr*vrt:,►w++r~tttttr*rrfr*tt*• OVERTIME CODES ALL HOURS 110RKED IN EXCESS OF EIGNT (8) HOURS PER OAY OR FORTY (40) HOURS PER 4JEEK SHALI BE PA1D AT ~ ONE ONE AND ONE-HALF TIMES TNE HOURLY RATE OF WAGE. A_ ALL HOURS I,lORKED ON SATURDAYS, SUNDAYS AND NOLIOAYS SHALL ALSO BE PA10 AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS NORKED ON SATURDAYS SHALL BE PA10 AT ONE AND ONE-HALF TIMES THE HOURIY RATE Of ' WAGE. ALL HOURS LJORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAIU AT DOUBLE THE HOURLY RATE OF uacE. C. ALL HOURS 110RKED ON SUNDAYS SHALL BE PAID AT OOUBLE THE HOURLY RATE OF 4lAGE. ~ D. ALL HOURS 610RKED OtJ NOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF uAGE. E. AlL NOURS 110RKE0 ON SATUROAYS (EXCEPT MAKEUP DAYS), SUNDAYS ANO HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF 11AGE. F. ALL HOURS 4fORKED ON SATURDAYS, SUNDAY$ AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF 41AGE. G. ALL HOURS 410RKED ON SATURDAY AND SUNDAY (EXCEPT MAKEUP OAY) SNALL BE PAID AT ONE ANO ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS 410RKED ON HOLIDAYS SHALL BE PAIO AT DOUB DOUBLE THE HOUR LY RATE OF WAGE. H. ALL HOURS 110RKE0 ON SATUROAYS SHALL BE PAID AT ONE ANO ONE-HALF TIMES THE HOURIY RATE OF WAGE. ALL HOURS I,IORKEO ON SUNDAYS SHALL BE PAID AT DOUBIE THE HOURIY RATE OF 41AGE. ALL HOURS WORKED ON HOLIDAYS SHALL 6E PAID AT ONE ANO ONE-HALF TiMES THE HOURLY RATE OF uAGE, IN ADDITION TO THE REGULAR HOLIDAY PAY. 1. ALL HOURS L10RKED ON SATURDAYS ANO SUNDAYS (EXCEPT MAKEUP DAYS DUE TO INCLEMENT uEATHER) SNALL BE PAIO AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF 41AGE. ALL HOURS 410RKED ON HOl10AYS SHALL BE PAID AT OOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PA[D AT OHE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS 4tORKED IN EXCESS OF E1GHT (8) HOURS ON SATUROAY, AND ALL HOURS 410RKED ON SUNOAYS AND NOLIDAYS SHALL BE PAID AT DOU6LE THE NOURLY RATE OF L1AGE. K. ALL HOURS 410RKED ON SATUROAYS AND SUNDAYS SNALL BE PAID AT ONE AND ONE-HALF TIMES THE NOURLY RATE OF 41AGE. ALL HOURS WORKED ON HOl1DAYS SHALL BE PAIO AT OOUBLE THE NOURLY RATE OF WAGE. L. ALL HOURS 110RKED ON SATURDAYS (EXCEPT AS A MAKEUP OAY) SHALL BE PAIO AT ONE ANO ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS IdORKEO ON SUNDAYS SHALL BE PA10 AT DOUBLE TNE HOURLY RATE Of WAGE. ALL HOURS 4rORKED ON HOLIOAYS SNALL BE PAIO AT ONE AND ONE-HALF T1MES THE NOURLY RATE OF uAGE, IN ADDITION TO THE REGULAR HOLIDAY PAY. M. ALL HOURS 1JORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF 410RK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF T1MES THE HOURLY RATE OF uAGE. ALL HOURS 410RKED ON SUNDAYS AND HOLIOAYS SHAIL BE PAID AT OOUBIE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP UAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE NOURLY RATE OF WAGE. ALL HOURS 410RKED ON SUNDAYS ANO HOIIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF 41AGE. 0. ALL HOURS WORKED ON SATUROAYS (EXCEPT FOR MAKEUP DAYS) SHALL BE PAIO AT ONE AND ONE-HALF TIMES THE HOURIY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALI BE PAJO AT DOUBLE TNE HOURLY RATE OF WAGE. P. ALL HOURS 110RKE0 ON SATUROAYS AND SUNDAYS (EXCEPT MAKEUP UAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES TNE HOURLY RATE OF WAGE. 1 a. ALL HOURS 410RKE0 ON SATURDAYS (EXCEPT FQR HAKE-UP OAYS OUE TO 1NCLEMENT uEATHER) AND 'ALL ' HOl1RS UQRKED OM SUNOAYS AND HOLIDAYS, oHAL'L Br PAID AT ONE AND ONE HALF TIMES THE NOURIY RATE OF UAGE. R. ALL NOURS uORKED ON SUNDAYS AND NOLIDAYS SHALL BE PAID AT T4l0 TIMES TNE HOURLY RATE OF uAGE. S. ALL NOURS 410RKE0 ON SATUROAYS SHALL BE PAlD AT ONE AND ONE-HALF TIMES THE HOURLY RATE Of uAGE PLUS HEALTN AND uELFARE AND VACATION. ALL HOURS 410RKE0 ON SUNDAYS AND HOLIDAYS SHALL 8E PAID AT DOUBLE THE HOURLY RATE OF WAGE PIUS NEALTH AND uEIFARE AND VACATION. T. ALL HOURS 410RKED ON SATUROAYS SHALL BE PAIO AT ONE AND ONE-NALF T1MES THE HOURLY RATE OF uAGE. ALL HOURS 110RKED ON SUNDAYS AND HOLIOAYS SHALL BE PAID AT TW0 TIMES THE HOURLY RATE OF WAGE. FOR ALL HOURS 1lORKED IN EXCESS OF E1GHT (8) HOURS PER OAY OR FORTY (40) HOURS PER 41EEK AND FOR ALL HOURS 410RKED ON SATURDAYS, SUNOAYS ANO HOLIDAYS, THE HEAL7N & uEIFARE, AND VACATION BENEFITS SHALL BE PAIO AT ONE ANO ONE-HALf T1MES THE NOURLY RATE. PENSION AND TRAINING SHALL BE PAIO AT 7NE REGULAR HOURLY RATE. U. ALL HOURS uORKED ON SATURDAYS SHALL BE PAIO AT ONE AND ONE-NALF TIMES TNE HOURLY RATE OF 41AGE. ALL HOURS 410RKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR OAY) SHALL 6E PAID AT TUO TIMES THE NOURLY RATE OF WAGE. ALL HOURS 110RKED ON LABOR DAY SHAII BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V. ALL HOURS NORKED ON HOLIOAYS SNALL BE PAID AT THE PREVAILING HOURLY RATE OF 41AGE IN ADDITION TO THE NOtIDAY PAY. W. ALl HOURS 1JORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE ANO.ONE-NALF TIMES THE , HOURLY RATE OF WAGE. SATURDAYS AND SiJNUAYS'MAY 6E 4rORKED AS A hIAKE-UP OAY AT THE PREVAIIING HOURIY RATE OF NAGE (NO OVERTIME) WNEN WORK IS LOST DUE TO ANY REASON BEYONQ THE EMPLOYER'S CDNTROL. ALL HOURS uORKED ON HOIIDAYS SHALL BE PAIO AT Tw0 TIMES THE HOURtT ~ RATE Of WAGE. • X. ALL NOURS WORKED OH SATUROAYS SHALL BE •PA1D AT ONE AND ONE-NALF 7IMES TNE HWRLY RATE OF uAGE PLUS ONE AND ONE-HALF TINES THE VACATION, HEALTH, LIELFARE AND DENTAI BENEFITS. ALL - HOIJRS WQRKEO ON SUNOAYS AND HOLIDAYS SNALL BE PAID AT T410 TIMES THE HOURLY RATE OF 41AGE ' i PLUS TNO TlMES THE'VACATION, NEALTH, NELFARE AHD DENTAL BENEFI7S. Y. ALL NOURS 410RKE0 ON SATURDAYS SHALL BE PAiD AT ONE ANO ONE-HALF TIMES THE HOURLY RATE OF 41AGE. ALl NOURS 110RKED ON SUNDAYS ANO HOLIDAYS SHALL BE PAIO AT Ttd'0 TIMES THE HOURLY RATE OF 4IAGE. WNERE CONOITIOtJS REQUIRE WORK TO BE DONE ON SATt1RDAY, THE WORK WEEK HAY BE TUESDAY TNROUGH SATUROAY. Z. THE FIRST EIGHT HOURS ON THE FIRST SN1FT ON SATUROAYS SHALL 6E PA[D AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF uAGE. ALL OTHER NOURS 110RKED ON SATURDAYS AND ALL HOURS 110RKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT'T410 TIMES THE HOURLY RATE OF 41AGE. ~ 2. ALL HOURS 410RKED [N EXCESS OF EIGHT (8) NOURS PER DAY OR FORTY (40) HOURS PER NEEK SHALL BE PAID AT ONE AND ONE-NALF TIMES TNE NOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURUAY SHAL1. BE PAID AT ONE ANO ONE-HALF TIMES TNE NOURLY RATE OF L1AGE. ALL HOURS 410RKED !N EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS 410RKE0 ON SUNDAYS AND HOLIOAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF UAGE. B. ALL HOURS WORKEO ON SATUROAYS (EXCEPT 11HEN 110RKED AS A MAKE-UP DAY) SHAIL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS IJORKEO ON SUNDAYS SHALL BE PAID AT TW0 TIMES THE HOURLY RATE OF uAGE. ALL HOURS 4IORKEO ON HOLIDAYS SHALL 8E PAiD AT ONE AND ONE-NALF TIMES THE HOURLY RATE OF uAGE, PLUS HOLIDAY PAY ([F ELIGIBLE). C. THE FIRST TEN NOURS 410RKEU ON SATUROAY SNAII BE PAID AT OHE AND ONE-NALF TIMES TNE HOURLY RATE OF uAGE. ALL HOURS 4JORKED IN EXCESS OF ELEVEN NOURS PER DAY, MONDAY THROUGH FRIDAY, ALL HOURS WORKED IN EXCESS OF TEN HOURS ON SATURDAYS, AND ALL HOURS 6lORKED ON SUNDAYS AND HOLIOAYS SHALL BE PAIO AT T610 TIMES THE HOURLY RATE OF 4fAGE. ' D. All HOURS WORKED ON SATURDAY SHALI BE PA10 AT ONE AND ONE-NALF TIMES tHE HOt1RLY RATE OF WAGE. ALL HOURS ►10RKED ON SUNDAYS SHALL BE PAIO AT TLlO TIMES THE HOURLY RATE OF uAGE. ALL HOURS WORKED ON HOLIDAYS SHAtL BE PAID AT ONE Al1D ONE-HALF TIMES THE HOURLY RATE OF uAGE, IN AODITION TO THE REGULAR STRAIGMT-TIME PAY FOR HOLIDAYS. 2 ' E. 'All HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT IABOR OAY) SHALL BE PAJO AT ONE AND.ONE- " HALF TIMES THE HOURLY RATE'UF kAGE: ALL F{OURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAIO AT TWO T1MES THE HOURLY RATE OF 41AGE. F. ALL HOURS WORKED IN EXCESS OF FIVE (S) OAYS SNALL ALSO BE PAID AT ONE AND ONE-HALf TIMES THE HOURLY RATE OF 1JAGE. OVERTIME FOR OVER FIVE (S) OAYS MAY BE WORKED AT STRAIGNT TIME BY , MUTUAL AGREEMENT IN uRITING. - G. ALL HOURS WORKED ON SUNDAYS SHALL BE PAIO AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF 1lAGE. ALL HOURS WORKED ON HOL[DAYS SHALL BE PAID AT ONE ANO ONE-NALF T1MES THE HOURLY RATE , OF uAGE, IN ADDITION TO THE REGULAR STRAIGHT-TIME PAY FOR HOlIOAYS. H. ALL HOURS WORKED ON SUNDAYS SHALL BE PA10 AT ONE AND ONE-HALf TIMES THE NOURLY RATE OF WAGE. ALL HOIJRS LiORKE0. ON HOLIDAYS SHALL 8E PAID AT TWO 71MES THE HOURLY RATE OF 4JAGE, INCLUDING THE HOLIDAY PAY. , I. ALL HOURS WORKED ON SUNOAYS SNALL BE PAID AT T110 T[MES THE HOURLY RATE OF 41AGF. ALL NOURS - WORKED ON PAID HOLIDAYS SHALL BE PAIO AT T110 TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIOAY PAY. ALL HOURS WORKED ON UNPAIU NOLIDAYS SHALL BE PA10 AT ONE AND ONE-HALF TIMES THE HOURIY RATE OF uAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT T410 TIMES THE NOURLY RATE OF uAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES TNE HOURLY RATE OF 41AGE, , . INCLUDING THE HOLIOAY PAY. AlL HOURS WORKED ON UNPAID HOLIDAYS SHAII BE PAID AT T410 TIMES THE HOURLY RATE OF WAGE. - K. All HOURS WORKED ON SATURDAYS SNAII BE PAID AT ONE AND ONE-NALF TIMES TNE HOURLY RATE OF 41AGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAIO AT T1l0 TIMES THE HOURLY RATE OF 41AGE. ALL HOURS WORKED ON NOLIDAYS SNALL 6E PAID AT ONE AND ONE-HALF TIMIES THE HOURLY RATE OF uAGE, IN ADDITION TO TNE REGULAR STRAIGHT-TIME PAY FOR HOLIDAYS. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY SNALL BE PAIO AT THREE TIMES THE NOURLY RATE OF uAGE. L. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT T410 TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIOAYS SNALI BE PAID AT T4r0 TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE REGULAR STRAIGHT-TIHE PAY FOR HOLIDAYS. M. ALL NOURS WORKED ON SATUROAYS SHALL BE PAIO AT ONE AND ONE-HALF TIMES THE NOURLY RATE OF WAGE. N. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, 1N ADDITION TO THE HOLIDAY PAY. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AHD ONE-HAIF TIMES THE HOURLY RATE OF WAGE. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER OAY OR FQRTY (40) HOURS PER IJEEK SHALL BE PAID AT DOUBLE THE HOURIY RATE OF LIAGE. A. AlL HOURS WORKED ON SATURDAYS, SUNDAYS ANO HOlIOAYS SNALL BE PAID AT DOUBLE THE HOURLY RATE OF uAGE. NOLIDAY COOES S. A. HOLIDAYS: NE41 YEAR'S DAY, MEFtORIAI OAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FR[DAY AFTER THANKSGIVING DAY, AND CHRISTMAS OAY (7). 6. NOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING OAY, FR[DAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTdN'S BIRTHDAY, MEMOR[AL DAY, INOEPENDENCE OAY, IABOR DAY, TNANKSGIVING OAY, THE FRIOAY AFTER THANKSGIVING DAY, AND CNRISTMAS DAY (8). 0. NOLIDAYS: NEW YEAR'S DAY, MEMORIAI OAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING OAY, THE FRIOAY AND SATUROAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 3 J E. HOLIDAYS: NEU YEAR'S OAY, MEMORIAL DAY, INDEPENDENCE DAY, LA80R OAY, THANKSGIVING OAY, THE ' FR[DAY AFTER THAKKSGtVING OAY, CHRISTMA-i ORY, AND PRESIDENTIAI ELECTION DAY (8). F. HOLIOAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENOENCE DAY, LABOR DAY, PRESIUENT[AL ELECTION DAY, TNANKSGIVING OAY, THE FRIDAY AFTER TNANKSGIVING DAY, AND CHRISTMAS DAY (9). G. NOLIOAYS: NEW YEAR'S DAY, MEMORIAL OAY, [NDEPENOENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST NORK DAY BEFORE CHRISTMAS OAY, AND CHRISTMAS DAY (7). H. HQIJDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING OAY, TNE DAY AFTER THANKSGIVING DAY, AND CHRJSTHAS (6). 1. HOLIDAYS: NEU YEAR'S OAY, MEMORIAL DAY, 1NDEPENDENCE OAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL OAY, INDEPENDENCE DAY, LABOR DAY, TNANKSGIVING DAY, TNE FRIOAY AFTER THANKSG[VING DAY, DECEMBER 24TH, CNRISTMAS UAY, ANO DECEMBER 31ST (9). K. HOlIOAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTNDAY, INDEPENOENCE UAY, IABOR OAY, TNANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMPLOYEE'S CNOICE (7). L. HOLIOAYS: NEU YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL OAY, INDEPENDENCE OAY, LABOR DAY, TNANKSGIVING, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, ANO CNRISTMIAS DAY (9). M. HOLIaAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING UAY, THE FRIDAY AFTER THANKSGIVING DAY, TNE DAY BEfORE CHRISTMAS OAY, ANU CNRISTMAS DAY (8). N. HOLIDAYS: NEU YEAR'S DAY, 1lASN1NGTON'S BIRTNDAY, HEMORIAL OAY, INOEPENDENCE DAY, LA80R , DAY, VETERANS' OAY, TNANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING OAY, AND CHR(STMAS DAY (9). - 0. PAIO HOlIOAYS: NE41 YEAR'S DAY, 41ASHINGTON'S BIRTHDAY, INDEPENOENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). P. PAID HOLIOAYS: NEU YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL OAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER TNANKSGIVING DAY, AND CHRiSTMAS DAY (8). , 0. PAIb NOLIDAYS: NE41 YEAR'S DAY, MEMORIAL OAY, INDEPENDENCE UAY, LA80R OAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). - R. PAIO kOLIDAYS: NEW YEAR'S DAY, MEMORIAI bAY, INaEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST I1QRK DAY BEFORE CHRISTMAS DAY, AND CHRJSTMAS DAY (7). S. HOIIDAYS: NEN YEAR'S OAY, MEMORIAL DAY, INOEPENDENCE DAY, LABOR OAY, TNANKSG[V[NG OAY, AND CHRISTMAS DAY (6). HOlIOAYS 410RKE0 ON AN EMPLOYEE'S REGULARIY ESTABLISHEO LIaRKDAYS SHALL BE COMPENSATED AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. HOlIOAYS LJORKED ON AN EMPLOYEE'S REGULAR DAYS OFF SNALL BE COMPENSATED AT T4/0 TIMES THE HWRLY RATE Of uAGE. PART-TIME ENPLOYEES MORKING ON HOLIDAYS SHALL BE COMPENSATED AT OHE AND ONE-HAIF TIMES THE HOURLY RATE OF L1AGE. T. PAID NOLIDAYS: SEVEN (7) PAID HOIIDAYS. ~ U. PAID HOLIOAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHOAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMPLOYEES CHOICE (7). - V. PAID HOLIOAYS: SIX (6) PAID HOLIDAYS. , W. PAID NOIIDAYS; NINE (9) PAID NOLIDAYS. X. HOLIOAYS: AFTER 520 HOURS - NE41 YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS bAlf. AFTER j' 2080 NOURS - NEW YEAR'S DAY, uASN1NGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENOENCE DAY, LABOR OAY, THANKSGIVING OAY, CHRISTHAS DAY AND A FLOATING HOLIDAY (8). . Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INUEPENOENCE OAY, LABOR OAY, PRES(DEMTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIOAY FOLCOt1ING TNANKSGIVING OAY, AND CHRISTMAS DAY (8). 4 Z. PAIU NOLIDAYS: E1GHT (8) PAID HOLIDAYS. ' . . A. PAID HOl10AYS: NEW YEAR'S DAY, THE DAY BEFORE OR THE DAY AFTER NEu YEAR'S DAY, NASHINGTON'S BIRTNDAY, MEMORIAL DAY, INDEPENDENCE UAY, LABOR DAY, THANKSGIVING DAY, TNE DAY AFTER THANKSGIVING DAY, CHRISTMAS OAY, AND THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (10). B. HOLIDAYS: NEU YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR OAY, THANKSGIVING DAY, THE DAY AFTER THAHKSGIVING DAY, THE DAY BEFORE CHRISTNAS DAY, CHRISTMAS OAY, AND THE DAY BEfORE NELI YEAR' S DAY (9). I C. HOLIDAYS: NEW YEAR'S OAY, 41ASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPEHDENCE DAY, LABOR DAY, THANKSGiVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST 110RK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). ' D. NOLIOAYS: NEW YEAR'S DAY ANO THE FR[UAY AfTER THANKSGIVING DAY (2). PA1D HOLlDAYS: NEKORIAL OAY, INOEPE!lDENCE OAY, LABOR DAY, THANKSGIVING DAY AHD CHRISTMAS DAY (S). E. HOLIDAYS: NEW YEARS OAY, MEMORIAL DAY, LAST MONUAY IN MAY, INDEPENDENCE DAY, IABOR DAY, THAHKSGIV[NG DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (9). F. HOLIOAYS: NEN YEARS DAY, WASNINGTON'S BIRTNDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, . ARMISTICE DAY, THANKSGIVING DAY, FRIOAY AFTER TNANKSGIVING DAY AND CHRISTMAS DAY (9). G. HOLIOAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAIf, FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. PAID HOLIDAYS: PRESIUENT'S DAY. H. HOLIOAYS: NEW YEAR'S DAY, MARTIN LUTNER KING JR DAY, MEMOitIAL DAY, IHDEPENOENCE DAY, LABOR OAY, THANKSGIVING DAY, THE fRIDAY AFTER THANKSGIVING DAY, ANO CHRISTKAS DAY (8). 1. PAID HOLIDAYS: NEW' YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR OAY, . THANKSGIVING OAY, FRIOAY AFTER THANKSGIVING OAY, AND CHRISTMAS DAY (7). J. HOIIDAY: NEN YEAR'S DAY (1). PAIO HOLIDAYS: MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING OAY, FRIDAY AFTER THANKSGIVING OAY, ANO CHRISTMAS DAY (6). K. NOLIDAYS: NE41 YEAR'S OAY, FRIDAY AFTER THANKSGIVING DAY, AND cHRtSTMAS DAY (3). PAIO HOLIDAYS: MEMORIAL DAY, INOEPENDENCE DAY, LABOR DAY, AND THANKSGIVING DAY (4). L. PAID HOIIDAYS: ME140RIAl DAY, INDEPENDENCE DAY, LABOR DAY, TNANKSGIVING OAY, AND CHRISTMAS DAY (S). M. PAID MOIIDAYS: THANKSGIVING AND CHRISTHAS. UNPAID HOLIDAYS: NEW YEARS DAY, MEMORIAL OAY, INOEPENDENCE DAY, LABOR DAY AND THE DAY AFTER THANKSGIVING. N. PAID HOLIDAYS: HEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, TNANKSGIVING DAY AND CHRISTMAS OAY. UNPAID HOLIOAYS: NEW YEARS DAY AND THE DAY AFTER TNANKSGIVING DAY. 0. PAID HOLIOAYS: NEW YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE OAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER TNANKSGIVING DAY, CHRISTMAS AND THE DAY AFTER CHRISTMAS. P. PAID HOLIDAYS: MEMORIAL OAY, INDEPENDENCE DAY AND LABOR OAY. UNPA[0 NOLIOAYS: NEW YEARS DAY, THANKSGIVING OAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS OAY. 0. PA10 HOLIDAYS: NEW YEARS DAY, MEMORIAL OAY, INDEPENDENCE DAY, LABOR DAY, THANKSGTVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOlIOAY: PRESIOENTS' DAY. 5 , NOTE CODES 8. A. ALL CLASSIFICATIONS, INClUOING ALL APPRENTICES, REPORTING TO AN EMPLOYER'S OESIGNATED JOB NEADQUARTERS AND 410RKING A M1NiMUM OF FOtJR (4) NOURS IN ANY ONE (1) OAY SHALL RECEIVE A PER OIEM ALLOUANCE OF T4IENTY-FOUR OOLLARS ($24.00) IN ADOITION TO THE HOURLY uAGE AND FRINGE BENEfITS. B. THE 41AGE RATES AND DEPTH PREMIUMS ARE FOR SURFACE SUPPLIED DIVERS AND SCUBA DIVERS. TNE STANDBY RATE OF PAY fOR OIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE Of PAY. C. D. E. ALL CLASSIFICATIONS, INCIUDING ALl APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB HEADOUARTERS AND 4JORKING A MINIMUM OF FOUR (4) HOURS IN ANY ONE (1) OAY SHALI RECEIVE A PER DIEM ALLOWANCE OF T4IENTY-FOUR OOLLARS ($24.00) IN ADOITION TO TNE PREVAILING HOURLY RATE OF uAGE ANO FRINGE BENEFITS. F. FIVE (S) DAYS VACATION AFTER ONE YEAR OF SERVICE. TEN (10) OAYS VACATION AFTER THREE YEARS OF SERVICE. G. $.25 PER HOUR VACATION AFTER ONE YEAR OF SERVICE. $.SO PER HOUR VACATION AFTER Tu0 YEARS OF SERVICE. H. 1. APPRENTICES BEL0W 80% RECEIVE A PENSION CONTRIBUTION IN THE AMOUNT OF $.75. APPRENTICES 80% AND ABOVE RECEIVE A PENSIUN COHTRIBUTION IN THE AMOUNT OF $1.55. J. NO NORK SHALL BE PERFORMED ON LABOR DAY OR CNRISTMAS DAY EXCEPT 41HEN LIFE OR PROPERTY IS IN IMMINENT OANGER. SHOULD ANY OF THESE HOLIDAYS FALL ON SUNDAY, THE FOLLOUING MONDAY SNALL BE CONSIDERED A LEGAL HOLIOAY. , K. VETERANS DAY AND THE FRIDAY AFTER TNANKSGIVING ARE OPTIONAL HOLIDAYS AND ARE PAID AT ONE AND ONE-NAIF TIMES THE REGULAR RATE OF PAY ONLY 41HEN NORKED. M. FIVE (5) DAYS VACATION AFTER ONE YEAR OF SERVICE, TEN (10) DAYS VACATION AFTER T110 YEARS OF SERVICE. NOTE: PART TIME EMPLOYEES (WORKING 20 HOURS OR LESS PER IlEEK) ARE NOT EFlTITLED - TO RECEIVE ANY FRINGE BENEFITS. , N. MARBLE MASONS AND GRANITE MASONS RECEIVE AN ADOITIONAL E1.00 PER Hat1R. 0. FIVE (5) DAYS VACATION AFTER ONE (1) YEAR. 0. FIVE (5) DAYS VACATION PER YEAR. PART TIME EMPLOYEES (110RK1NG 20 HOURS OR LESS PER 41EEK) ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS. R. • FIVE (S) DAYS VACATION PER YEAR. S. ONE WEEK VACATION AFTER ONE YEAR OF SERVICE. Tu0 4IEEKS VACATION AFTER THREE YEARS OF SERVICE. THREE WEEKS VACATION AFTER NINE YEARS OF SERVICE. T. T410 1lEEKS VACATION FOR ONE TO THREE YEARS OF SERVICE. FOUR 41EEKS VACATION FOR THREE TO SiX YEARS OF SERVICE. SIX WEEKS VACATION FOR SIX OR MORE YEARS OF SERVICE. U. THE PREVAILED VACATION AMOUNT REPRESENTS THE COST TO A CONTRACTOR OR SUBCONTRACTOR 41HICH MAY BE REASONA6lY ANTICIPATED IN PROVIDING TNE FOlLQ41ING VACATION PLAN: ONE 41EEK AFTER ONE , YEAR TLJO 41EEKS AFTER T410 YEARS. THREE 41EEKS AFTER EIGHT YEARS. FOUR WEEKS AFTER SIXTEEN YEARS. TuELVE HUNDRED HOURS MUST BE 110RKE0 IN A YEAR'S T1ME TO BE ELIGIBLE. 6 • - y sT~re o~ a ~ o ~ • ~ _ _ . STATE OF WASHINGTON - DEPARTMENT OF LABOR AND INDUSTRIES ESAC DIVISION - TELEPHONE (206) 956-5335 PO BOX 44540, OLYMPIA, WASHINGTON 9.8504-4540 AUGUST 30, 1993 ~ ***NOTICE*** PREVAILING WAGE REVISIONS EFFECTIVE SEPTIIMBER la 1993 Listed on the following pages are revised prevailing wage rates for Plumbers and Pipefitters, RefriQeration and Air ConditioninQ Mechanics, and Residential Plumbers and Pit)efitters. The effective date for these revisions is September 1, 1993. For projects bid on or after that date, bid specifications and construction contracts will need to reflect the revised wage rates and overtime codes, rather than the ones in the publication, also dated September 1, 1993, which was mailed to you earlier this month. ~ i WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 PLUMBERS AND PIPEFITTERS . : * * ~ : * * . * * * ,r * : * * ,r * * HOURLY NOURLY BREAKD04rN OF FRINGE BENEFITS OVER WAGE FRINGE APP. TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFIT (N&u PENS. VAC. TRNG. OTNER) CODE COOE COOE _ COUNTIES COVEREO: ADAMS, ASOTIN, FERRY, GARFIELD, LINCOLN, PEND OREILLE AND STEVENS - JOURNEY LEVEL 24.10 0.00 1 ~ COUNTIES COVEREO: BENTON , JOURNEY LEVEL 28.82 0.00 1 COUNTIES COVERED: CNELAN JOURNEY LEVEL 26.91 0.00 1 COUNTIES COYERED: CLALLAM AND KING - JOURNEY LEVEL 25.20 8.66 2.93 5.30 .43 1T 5A COUNTIES COVERED: CLARK JOURNEY LEVEL 25.02 0.00 1 COUNTIES COVERED: COLUMBIA JOURNEY LEVEL 29.37 0.00 1 COUNTIES COVERED: COULITZ JdURNEY LEVEL 27.44 0.00 1 COUNTIES COVERED: DOUGLAS, KITTITAS AND OKANOGAN JOURNEY LEVEL 28.88 0.00 1 COUNTIES COVERED: FRANKLIN AND YAKIMA JOURNEY LEVEL 23.60 6.70 3.00 3.25 .45 18 SF COUNTIES COVERED: GRANT JOURNEY LEVEL 29.46 0.00 1 COUNTIES COVERED: GRAYS HARBOR JOURNEY LEVEL 30.81 0.00 1 COUNTIES COYERED: ISLAND JOURNEY LEVEL 32.23 0.00 1 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 PLUNBERS AND PIPEFITTERS * * : * : * : * * * # * ~ * ~ * * * ~ * * HOURLY HOURLY BREAKDO6IN OF FRINGE BENEFITS OVER WAGE FRINGE APP. TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFIT (H8b1 PENS. VAC. TRNG. OTHER) COOE COOE COOE COUNTIES COVERED: JEFFERSON JOURNEY LEVEL 31.66 0.00 1 COUNTIES COVERED: KITSAP JOURNEY LEVEL 20.78 8.28 3.47 2.25 2.34 .22 10 5A COUNTIES COYERED: KLICKITAT JOURNEY LEVEL 29.34 0.00 1 COUNTIES COVERED: LE41IS, MASON AND PACIFIC JOURNEY LEVEL 30.62 0.00 1 COUNTIES COVERED: PIERCE AND THURSTON ~ i JOURNEY LEVEL 21.75 10.59 3.47 3.10 3.70 .32 16 SA COUNTIES COVERED: SAN JUAN JOURNEY LEVEL 31.28 0.00 1 COUNTIES COVERED: SKAGIT AND SNOHOMISN JOURNEY LEVEL 26.14 7.29 3.47 3.50 .32 16 SA COUNTIES COVERED: SKAMANIA JOURNEY LEVEL 24.99 0.00 1 COUNTIES COVERED: SPOKANE AND IJHITMAN JOURNEY LEVEL 18.68 8.47 3.47 2.40 2.38 .22 18 5A • ~ COUNTIES COVERED: WAHKIAKUM JOURNEY LEVEL 27.44 0.00 1 COUNTIES COVERED: WALLA 41ALLA JOURNEY LEVEL 29.34 0.00 1 COUNTIES COVEREO: uHATCOM - JOURNEY LEVEL 23.63 0.00 1 - WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 REFRIGERATION AND AIR COtJDITIONING MECHANICS ~ * s * * ,r f : * : ,r ,r ,r ~ * * * * ,r * * HOURLY HWRLY BREAImOWN OF FR I NGE BENEF I TS OVER WAGE FRINGE APP. TIME NOLIDAY NOTE CLASSIFICATION RATE BENEFIT (H&u PENS. VAC. TRNG. OTHER) CODE COOE CODE COUNTIES COVERED: ADAMS MECHANIC 14.90 0.00 1 COUNTIES COVERED: ASOTIN, CHELAN, CLALLAM, CLARK, COLUMBIA, C041LITZ, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, KITTITAS, KLICKITAT, LEWIS, LINCOLN, MASON, OKANOGAN, PACIFIC, PEND OREILLE, SAN JUAN, SKAGIT, SKAMANIA, SNOH0MISN, SPOKANE, STEVENS, THURSTON, WAHKIAKUM, WALLA WALLA, WHATCOM AND WHITMAN MECHANIC 27.68 0.00 1 COUNTIES COVERED: BENTON MECHANIC 24.46 0.00 1 COUNTIES COVERED: GRANT MECHANIC 15.63 0.00 1 COUNTIES COVERED: KING MECHANIC 20.64 9.75 2.83 3.99 2.50 .43 1A SA COUNTIES COVERED: PIERCE MECHANIC 28.14 0.00 1 COUNTIES COVERED: YAKIMA MECNANIC 22.90 0.00 1 i NASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 09-01-93 RESIDENTIAL PLUMBERS AND PIPEFITTERS - * ,r * ,r * ,r * * : : * ~e : : * x * x * (SEE BENEFIT COOE KEY) NOURLY HOURLY OVER WAGE FRINGE TIME NOLIDAY NOTE CLASSIFICATION RATE BENEFITS COOE COOE COOE COUNTIES COVERED: ADAMS, ASOTIN, BENTON, CHELAN, CLALLAM, COLUMBIA, C041LITZ, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, GRAYS HARBOR, ISLAND, JEFFERSON, KITTITAS, KLICKITAT, LEWIS, LINCOLN, MASON, OKANOGAN, PACIFIC, PEND OREILLE, PIERCE, SAN JUAN, SKAGIT, SKAMANIA, STEVENS, THURSTON, 41AHKIAKUM, WALLA WAILA, 41HITMAN AND YAKIMA JOURNEY LEVEL 16.97 0.00 1 COUNTIES COVERED: CLARK JOURNEY LEVEL 14.46 0.00 1 COUNTIES COYERED: KING JOURNEY LEVEL 16.26 3.41 1 , COUNTIES C01fERED: KITSAP JOURNEY LEVEL 18.40 0.00 1 COUNTIES CDVERED: SNOHOMISH JOURNEY LEVEL 16.10 0.00 1 COUNTIES COVEREO: SPOKANE JOURNEY LEVEL 11.48 0.00 1 COUNTIES COVERED: WHATCOM JOURNEY LEVEL 17.18 0.00 1 E . ' ~ (THIS IS NOT A PERMIT) . ' BUiL'DING PERMIT APPLICATION WORKSHEET ~ PLEASE PRINT AND COMPLETE ONLY THOSE PARTS OF THE FORM YOD UNDERSTAND ~ COMPLETE iN INK i (Please return this original and your building plans to the Department of Building and Safety) ~ SHADED AREAS ARE FOR DEPARTMENTAL USE Owner's Name ~ LAST FIRST mi! r 7 . ProJect Address (Street Name 8 Number) Zip ' i✓•Yd o~• yGo q- yG y G /3 v~. ,i ' Applicant Address 32 6 rc S ~ I Ciry5 State Z' Phone ~ Ka+~C w ~ ~9~0 ~ ~ ~ q~ 29 y~ Business Phone Contractor/Agent • ' V Address ~ N City State ! Zip Phone E~ ( ) E~ Contac nse Numb (Requlred) Business Phone ' ~aw w• ~vT~ ~ i~ . Architect/Engineer' Address 1'41 i1'ct n c-C N- l a/ y P•~es ~ , City State Zip Phone ~ ~ ~ o ~Ca e 1~► . ~ 9 ~ b 6 c ~ g•'7 0 ~'j ~ Contact ~ Business Phone ; ~ ~1 TTQ f1V1~~. ~1~ ~ ( ) Lender Address 1 , ~ Gty State Zip Phone ` ( I ? Describe Work. -y~ ~ , l ~~_4 'Ret. - Comm~:~'~~..Y. • ~ .r+ir' .,2- :~.~.i~.~~~ i6'~•_, ~M~ . ; SubdivisfonlPtat Py elShort PIatNumtA- ~~l~-. . Assessor Parcel Number , , ' ~,~~i• Biodc • , Plat Numbef ' L` ' ~ p~ 2- ~ ;4e• ~ 4' / 1 ~ ~''r'~i . ~ ''.7r? ' ~ v tq. 'S~~a~ ' . t ; ~'~-~:F-~►+`:+~ Pertinent File n .Cer~sus T~act / + .Z~y~ . ~'r~ • , .1 ~ F l,~`'~ 7e6',+•a y '~~yir~ r ~ Number of D+fvelling Units Num~ber~of 8uflding~s" 3r,_ •rL.ot Size (Scre) ~~Depth Frontayeo=-~ ~t" _ ~A~3~'^ 'r..: . , ~ r'a4~, .q . • a i: ? ~ Front Setback Lett Setba~lt ~ ~ ~ ' A1gh4~Setbaclc °FDear tbadc Se~ R-1,W,~Wiilth •.;;,g, , s~:. ~ ~ • , , , ' . P ~:r~F~l: ~ p ~ ~ ~:~n"r ~ ~ i a. ~j,.~. ~ ~ ~ ^ Additional Information ~ ~ > - ; , i~_- : F Sq e oota e ~ u: . : _ -,w:;,~_,„i•r'="~~.~: . - ~is`. ~",~`7~ ~ tiF j 9 G W ..~'~'.a.- • • - - - ' ~ ~~~-:ld.~`1 ~ - : ~=~-s~;,,,~~-, £ :;~.:d,,;,,,_ e o 1 r~ . ' f•. ~rrP. q A~'' n~] Z~ r ~1~~ 7 1` 5, ~ !r' J t' Q+~ ~'a{• . _.~y~.... ~y.i~.~:~^~~';!'~,.~ ~•B•f~ • t .K•`:,;.'.-, <4~.`r a' :^r" >r-~,.:,~~""y a ' ~ ~ a :z- s'', e y►~ Q ~~i:i 1=; ~ f~a~~~~ - ,(:s^ .:..r~ri ~,i;~~, s • 'f: - ,at - r~, . ~!atis - ~ ' ' ' . .,,,``,.T~~ • t, c!' ~ J.~,"' ~ -r.~f~v1 Rw~i I ` r `~~~'~„74~"•~~a~~;eR.^•'"` ' v ~ . + ~ h ~ < t ' ~R'~ ' ' .:^.,.~~~.ti-+76S~' Z~ •~.3i"`" ~ ~ . , . . ~-t'~'~.~. ~ ~ • ~ ~~-v.~:.~ i 3' Kt O~ I . ',Y til M~ Ht1R1befOf.BedfOORk9;r '~i ~ , , ~ . 3t: , !M, ^ - - : ti ~ ' ~ - ~ - - ~ '7M J ~ ~t~ ~lJ~:t; .i~ ii.or+i.L~~..~;rd r , • ..~-e` ~ ~w b . ~ ~ ~Y. ^'~5' ' t ~ A,r AG•4 'r r~' _ . 4; . ~ 7 . ~ r~-."~w„ t~ 5 41 , BuildingTechnlclan Date . ' . '~F ~k~`~~. ` ' : . ~ -.7;'~•.'~"~?''_'~~^,~',~.._ , "Groiip,-~--°;~,:= ` "~TYPe`:~~~:~~ i~ : . - ~ ~ • t d,ti~.' ~ ~ v 1 V ~ ► l 't'.`?•." ~1 ~~,;y ~ ~ ` i •3' a .r ~ ~ _ ~ i ~ . , . . _ . y , DEPARTMENTAL REVIEW Approved Cond. Hold / ,Approval ~ ~ Environmental Health Appllcation # w.1 101 col,ege Room 200 . ~ . . rw vP CJ ,,2 - ianning/Zon(ng P9 N. 721 Jefferson ~ - , ~ ~ . ~ • ~L~ '~,►4. ~~~~C.~ ~ ,Or~ ' o > > Engineers ~ J~%~"' ~ 2•2?-~i ~ N. 811 Jefferson -P 7!5) ~ r-_~r-c~ :,~4 •r \ `r. , ~Q.~.. C-.x-~~a ~ ~ , -~-r ~ Utilities Z N. 8 1 Jefferson ) ~y i~,~ ~-'LUr~iG~~~/C .~~~il,e~-r~ ✓ . , Plan Review/Flre Preventlon a -N. 811 Jefferson f'L'ilpm S~ 8,6 ~ Ofher (SEPA/Crttical Materiat/etc.) ❑ ❑ FBat Track/Speclal Inspection Information ProJect Representative Phone Address I certify that I have examined this appiication and state that the information coniained in it and submitted by me or my agent to compile said application is true and correct. Signature . Date i ~ . , • , File No. ZE-129-78 A ~P E A L ir: D SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION ' This matter having come before the Examiner Committee on November 27, 1978, and the members of the Committee present being Eldon Thomas, Chairman, Jane Myers and Ted McCoury and there being the following persons present who wish to request approval of a Zone Change; Bob Werner, Pete Rayner, and Mr. Bolem for a tone change, Agricultural Suburban to Multiple Family Suburban for the purpose of apartment complexes. B. FINDINGS OF FACT 1. Yhat the existing tand use in the area is East Valley High School and vacant land. . 2. That the Comprehensive Plan designates this area as appropriate for residential development. 3. That the existing ioning of the property described in the application is Agricultural Suburban. 4. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been compl ied wi th . 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 6. That this proposal is not in conflict with the provisions of adopted regula° tion or intent of adopted policies. 7. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 1 ~ • , , • f File No. ZE-129-78 8. That the proposed use is compatible with existing uses in the area. 9. That the owners of adjacent lands expressed disapproval of the proposed use. 10. The Hearing Examiner Committee finds the proposed use to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safeiy, and welfare. 11. The foltowing are additional findings of fact considered by the Hearing Examiner Gommittee: • a) That an adequate buffer from the residential area is available. • b) Wellesley and Sullivan are arterials and this proposal will be an effective buffer from the Local Business Zone on the east side of Sullivan. C. ORDER The Hearing Examiner Cpmmittee, pursuant to the aforementioned, finds that the application of Rayner & LeMaster for a Zone change, Agriculgural Suburban to Multiple Family Suburban as described in the application should be approved.Special conditions or contingencies applied to motion: a. Compliance with all requests stated under Reviewing Agency Comments above. 2 ~ , Y . 'File No. ZE-129-78 b. The applicant shall develop subject property genera0ly in accordance within the concept presented to the Hearing Examiner Committee. Minor variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: BuiicOing location, building materials, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shal I be maintained. c. A landscape plan showing specific defiail and accompanied by a performance bond shall be approved by the County Zoning Administrator prior to building permit issuance. d. That the provisions of SEPA's Notice of Action pursuant to 43.21c.080 RCW and the Board of County Commissioner's Resolution #77-1392 be accomplished by the appficant within thirty (30) days of formal action by the Hearing Examiner Committee as instructed by the Planning Department staff. e. Interior driveways and parking areas shall be paved. f. Direct light from any exterior area lighting fixture shall not extend over the property boundary. g. Thai, if atter one year from the date of the Nearing Examiner Committee's action, the applicant has not received final adoption of the zone change, , the application is void. 3 ^ ~ i . . • . ~ ~ ' File No. ZE-129-78 ,I~.• ~ , a • h. That urbin sideival k nd 0' of paving be installed by the developer to ~ the west end ol-the access on Upland Drive, from Suilivan. ~ i. That there shall be two paved parking stalls per unit. . 1 / C • . That the sPonsor shall Participate in any futur~ R I D' for Upland Dirve. ~ ' k. That paving be installed from the sidewalk to existing " paving on Wellesley from Sullivan to the west edge of the Wellesley access. ~ • I. That there shall be no parking west of the parking areas as designated on the Plot Plan. Motion by : Mrs. Myers , Seconded by : Mr. McCoury Vote: Unanimous HEARING EXAMINER COMMITTEE . ~ Chairman ~ ~ ATT EST : FRED L. DAYHARSH Planning Director By. C ' 4 • . e , STAFF ANALYSIS NOVEMBER 17, 1918 ZE-129-78, AGRICULTURAL SUBURBAN TO MULTIPLE FAMILY SUBURBAN: RAYNOR & LeMASTER g. That, if after one year from the date of the Hearing Examiner Committee's actioa, the applicant has not received final adoption of the zone change, the application is void. ~ . ' • . . STAFF ANALYSIS NOVEMBER 17, 1978 ZE-129-78, AGRICUI.TURAL SUBURBAN TO tiULTIPLE FAMILY SUBURBAN: RAYNOR & LeMASTER b. Spokane County Health District: The applicant shall comply with rules and regulations of the Health District in providing for adequate sewage disposal. All necessary Health District permits shall be obtained prior to building permit issuance. c. County Fire Marshal's Office: Fire District #1 Meins and hydrants to be installed, in accordinace with the Spokane County Fire Marshal's requiremeats. Access and circul8tion plans for emergency vehicles to be approved prior to building permit issuaace. d. Water Purveyor: - Trentwood Water District #3. III. CONDITIONS If the Planning Commission approves this request, the following coaditions should be coasidered: a. Compliance with all requests stated under Reviewing Ageacy Comments above. b. The applicaat shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Miaor variations when approved by the Zoniag Admiaistrator will be permitted,• including, but not limited to the followiag changes: Building location, building materials, landscape plaas, and geaeral allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. c. A landscape plan showing specific detail and accompaaied by a performance bond shall be approved by the County Zoning Administrator prior to building permit issuance. d. That the provisions of SEPA's Notice of Action pursuant to 43.21c.080 RCW and the Board of County Commissioner's Resolution #77-1392 be accomplished by the applicant within thirty (30) days of formal action by the Board, as iastructed by the Planning Department staff. e. Interior driveways and parking areas shall be paved. f. Direct light from any exterior area lighting fixture shall not extend over the property boundary. (continued) . • , fF # + • 1 Y ~ TAF4 ANALYSIS NO! M"ER # 7t 1978 ZE-129 -78, AGRI CULTURAL S[JBURBAN TD ilULTIPi.E FAMI LY SUBURBAN: RAYHOR & LeM4STER I. FIN]]INGS OF FACT a. Zone Class if i_cation 1. North: Agricultural, established, 1942 2. West: Agricultural Suburban, establi.shed, 1969 3. South: Agricultural Suburban, established, 1969 4. East: Local Business, established, 1955 ~ b, Land Use 1. Site : Vacant 2. North: Vaeaat 3, West: Vacant 4. Sauth: Vacant 5. East: Vacagt 6. North East: East Valley High Sc-hoal c. ~Uional Comprehensive Plan - 1968 The Plan Map has designated Lhis area appropriate for Residential developmeat. d. Uniyue Features: No comment received from ageacy. e. CampIiance with SEPA: The Plauni.ng Department staff has circulated a propased declaratinn of non-significance and received ao commeats from Agencies af Exgertise, therefore, would recommend that a finaY d+eelaration of non-significance be issued. 11. REV~EWTNG AGENCY,C~~MNTS ; a. CountyEngineer' s Of £iee : The County Engineer' s Office has reqtxested the following be comsidered if the rezone is approved : ~OTE: Al1 required improvements shall be built tm meet or exceed minimum County canstructi.on standards. 1. ACcess permits for the advertised property shall be obtained from the Spokane County Engineer's 0ffice prior to release nf building permits. 2. An appropriate c,a-site drainage disposal system shall be agproved hy the Spakane Courrty Engi.neer' s Office prior to the release of buildi.ng permits for the graject, (continued) ' ^ ~F ~ ~5- . { . A/ 60 n` I 8290314 y ' SulliVan R0ad , • , . 1 - ,-~l 2 98 ~ IV' C) . 5 . N(~ T i C~ E'' 'T HE P LIBL IC ~~F. . vcl. PACE ~ ICNQW ALL MEN SY THESE PRESENTS, `fhat Ga,ry W. Roth an,d Virgzinia L. Roth (husband & wi fe ) being the awners of the fo]lawing described Tands in cansideratian af mutuaT benef7ts to be hereafter derived dv for themselves, their heirs, qrantees and assigns, hereby agree: To authorize the Caunty to p7ace their name(s) on aoetitian for the formatzon of a ULID ay petition method pursuant ta RCW 36.94 which the petition includes ~ the Uwners property and further not to object by the signinq of aprotest petTtivn against the formation of a lJLID by resalution method pursuant t❑ RCW Chapter 36.94, which ancludes the Owner(s) propert,y. PROVIDED, thas cond7tian shal1 not prvhibfi t the Owner(s ) or Successnr(s) fram ❑bjection to any assess- ~ merrt(s) orr the property as a result of improvements cal led for i n conjunction with -the formatian of aULiD by either peti tion or resolutTon method under RCW Chapter 36,94. This statement involves the following described property: L-ots 2, 3, 4 and 5 in B1 vck 3 0f KRUEGBRfiS THIRD ADDITIQN, az pex plat thereof recordecl in VQlume 12 of Flats, page 4, in Spakane County: Was hingt on. . . aIE c 7 f Gnur~ty Er~gin~er- ~ - nE 01 0' _r.. ~ . AUG Zi 4 o4 ~WILLIAM E. DOXARUIC xxx AUaITOR Lw t 00 UNTY,-~AM: . n~~POTY, These requirements are and shall run with the land and shall be binding uDon the OYYnGI (J LheiI IIe61 s} slik..k..eJsVrs VI assFg16s• Dated th15 14th d3y of August 19 86 , . X C) ' . 7X ~ '~~i~.~~ ~ • ~ "ti''1 ' ' • ~ r ~ ~ ~ ~ STATE OF WASNINGTaN ~ ss COUNTY OF SPOiCANE - On this_/'~/ day of-19k~, befare my personal1 appeared ~ persona] ly knvwn' to me to be t-he i ndi vi dua~descri aed herei n who executed the foregai ng i nstrument and acknawledqed the sai d i nstrument ta be the free and rral un= tary act and deed of said 7ndividual(s), far the uses arrd purposes herein rnentioned. ~~~%,Ik% -k P, tNk5l,°#~ FOF, I have se~ ~y hand and affixed my official seal this da,y ar~d year- ~ U ~n, t 01 •,'`Ir A • ~ 5r , F r V Lary Publ icyIn and for 4he J4ate of 4Vash7ng4.ony residing in t. / ~r ~i • ~ # 9 p ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '1 TH15 SPAC'E RESERVED FOR RECORDER`5 4JSE, ; F41Fst Aff de! iL.tlLi Title PaE 14'0 ~ i • - IhlSUR►4NCE COMPANY u, _ ~ Filed far RecQrd at Reqvest ofA Z3 3 a ~ ~ ~arne.....,.......James S 1 ~':LLIAF~ ~ AUDiTC[il % 1 .S411~+ 11l1~ COV NY I F F1AVji~. 4 ~ Address----- LUKINS & ANNIS . L MIPUTY A P'ROFESSGOM1iAL SERYICE CORPdAA710i+J ~OLJNG C1ty und St SUf7E lEOD WASHINGTQN TRUST Flh'ANCI#t CENTER 4 ~ SR{J14ANE.WA$HiNGTON8B204 i -------„__y__~ Qu1~ ~laim Deed (CpRPORATE FORM) THE GRANTDA f E& RENTERPRISES , aWashington general pax`tnership foz and in consideracion of good and valuable cansideration eanveys and qtiit claims ta GARY W. ROTH and VIRGINIA L. R(]TH, husband and wife the following described real estate, siluated in the County o# 5pokane S[are of Washingcon, togerher ;vith all after acquircci titlc of the grantar(s) therein: Lots 2, 3, 4, and 5 in Bl~ck 3of Krueger' s Third Addition, as per plat thereof recorded in Voiume 12 of Plats, page 4, Spo}cane County, GVashington. I a7C PdfC~ O~7 f'~ ~ filt. Pd~~3~.~~~~o k.' A D,E. "SICT" ChiiLSERG Spokane C unfy Treas. FN L'VTTNESS WHEREOF, saidcup-pem~l~Lfas caused this irastrument f4 he executed ~W*Yr4&XX*6= ~~`~~;r~t~§~r1~~~~~~..~~i~C~ this ~r° day of Septernber 119 85. E & R EN'X'ERPRISES By ~ ~AI~ s{d er~~. , r46-p By VIRGINZA L. ROTH ~ $ecretary. STATE DF WA5H1:~GM:, Part r -4 ;s. . ~ ~-'j • ~ County of 5pc3k arie, On xhis I~~~ day af Septembez' :19 $5 before me, ihe undersigned, a 1tioCary Public in and f4r the Sfate of Washington, duly commissioned and swvrn, persona1ly appeared GARY W. RClTI3 a~d VIRGINIA L. ROTH to me knnwn to be tW Pai~-tners M00600M 0 f ~t~e~sh~' E & R E~iTERP'RI~'ES ~ ; the n thPt execr,ted t ~~Uwe rnent, and acknowledged the said instrument to be th~- free •.a~xd ~voluntary act ar~d decd of saEdhe , uses and purpases therein mentioned, and vn ~at'h•`~t'~t'~+~ "ttist'. , t.hey are authorized to exeeute the sai[i instrurnent ' . '':~'"~a~ • - ltness my hand and off`icial seal hereto a{Fised the day and year Fi st abave wr~ttqi. . - a ~ ~ ' ~ ` . ~ ~ ~ --~~~-a ....a......... yJ~.r~f~~~~~.."" . .4~r ~~y ~"ul~lrc irs artd for the ute of Washitiglors-, r r. d}ng at Spokane. WA -23 I . . . . • + .h DOstr - J ' • (:Uit[ dcC I'et'tsun Naiue kius1 ney5 Nanie Address_ _&A3 ?A 6 - _ ~ nti d r ess _U pt~~~» __9_2_~r - a9~~ione Coun[y Cc,ntac.t Persoti E'huiie No. 456-3600 LIMEKCIAL BUILULNt; Nt,;KMI'f kt:Vlh'W •rttis bL,it(iing periait rNVlew 1s iiiCended Co apprai::t yati uf rht linprovc•iav-iits (ruadway, stde- walk, curh, sCormwater, etc.) which cuus[ be cuiistru`[eki fii assoclaCiun wLtt► your buil.dliig permt[. Thib checkliSC will be filled uu[ by [lic~ Enbi.neer'S bCaEE and a copy will be re- turnecJ to you at the titue Chat ttie permit ts tnttial.eci by L'he Engineering llepartment. All reyuirNinecits shall be corople[ed priur to issuance of tl» building permit. All unchecked boxes require additional reseacch or informatio►i tu mdke a cletermtnatton. 1. 5torniwater prainage ConsiJeratians -A. Per guf~i~celInes tor -Stormwater hlanagcmeiit 1981" borh on and ofE si[e. 1. 208 Considerations* m Yes ~ No 2. E'luod tiazdrd zune considerations** n Yes ~ No 3. Storm Drainage Plau ~ yes ~ No II. E'laiininb Action ll 5i5L=r K"lel,er5 Add • 1. Rezone, Conditional Use or Variance on property F] Yes ~ No M FS - 12- 9- ?8Cr 2. Are requirements of planning ac[ion incorpurated E] Yes D Nu into si[e plan ? . LII. Right of Way 1. Does permit necessita[e R.O.W. dedication n yeEi No 2. Did zone change reyuire R.U.W. dedication . ~ Yes Ej No 3. Radius at corner El Yes E] No IV. CounCy Road Improvements 1. Roads need to be improved. How wide Ei Yes E] No 2. Cu rb D Ye8 F] No 3. CRY/RID agreemeiit (Copy of deed, Assessor's niiero D Yes ~ No run, title report or legal descripttuii reyuired.) 4. Plans for improvements provided ~ Yes F] No ~ 5. Sidewalk ~~b L(= ~ g ~ Yes ~ No V. Parking Plan 6 ApNroach Location 1. Review and s ign of f by 'fraf f ir ~ Yes ~ No 2. Approach Permit frum Eiigineer's Uft[.ce ~Xe5 ~ Na 3. State or City sign off El Yes El No 4. [s tliis raad on 6 Year Plaii ~ Yes RA No VI. F'leld kzview: Pt-etiini►idry Cotments * A1 J la tid w i t h 1 n t-lic! nytj f fe r Se iiti i t i ve A rk-.i , wlir.- rQ d t•~-mcd t t_-a:; i!, Il,y t,lit, G,itiiiC y F.'ijg i- iite c, sha 1) iii c:t►Cpt.) ra te St() t"mwa Ce C Ccc.•a [iiie rit ti► iniC();•~I e Ifii- ~►o ffni 1,11 tur j~rouitd w:i Ck_i' cle}; rad.iC tc;ii . ( See i;ii i(1t! l[ n(~:: t`() C St l) r1nwrj t e.r ~•t.i+i,~t:~,i~~~~t 1981, Spuk.i~ie tio.i rct ()I (;c)tint y f'c,rnui issio►i►er's ftetiu 1 iiC ton Nci . 80- ( 5y21,,iS ,t* fltV J t 1ll(-el I►oz.ird Z,ii),L' t'k-v lt"w is 1ui i1f1i►f '~l~►~;::~~ ,i~i~t~ f l~>~►~l f i~t; iil 5jw- ~•l F Ic .,i ~iti dt•sigii,it.ocl by E'1m►c1 II.114(ltkl li1,1ii►<l.1i y il I lil, rmmit y M f Icf'. (S►,v S'),){C.lm- '3oNC'li Ilt U(/IIIIL y l.(Illlllltm1t'i"~, 1,1t (m1 N(,. ~1 -11J20~ A5 .I111 L'~Iki0 d . ~ -w SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY . W. 1303 BROADWAY AVENUE SPOKANE, WASHINGTON 99260 (509) 456-3675 ~ I certify that I have examined this permiUapplication, state that the information contained in it and submitted by me or my agent to compile said permit/application is true ~ and correct, and authorize Spokane County to proceed with processing. In addition, I have read and understand the INSPECTION REC)UIREMENTS/NOTICE provisions included herein and agree to compty with same. All provisions of laws and ordinances governing this type of work will be complied with whether specified ; herein or not. I understand that the issuance ot this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to give authority to violate or cancel the provisions of any state or Iocal law regulating construction, or as a warranty of conformance with the provisions of any state or local • laws regulating construction. 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Jit 1!• :'i• pr ~Nr •i+r ii• •1'r'J!i Jir ;E• ~f~t t~r '~t .ti~r :lt •D~: X. Y. i{ P. Jt •J~• P: X. :L• •1:• 1~i '1~' 1~: 11• 13• Il' l~i l~r il. Jtt l~: :n} !i• 9k ~}t ;k .l S1r ~1. i~r ;~r ~ir !~r :L• 13. ~l 1i• 71 •Jt 'Pr •Jt• -!k ~Pr -Ar li. i::: r:: :i: I'*' T:i: i 4 iJ FR. f:: F .l i"•' F'°. 1::. "►1::. i~.i r•`•~ i... i... i.; ..f. i :i i=: ~ t,! 1.4 i " ~"t't~ r° i:, ~.I:i: i::' i► ii•! 'f t:i :f: , i.; f' L~. {~t 'r ~t~ i~ i r`•i l~~• ~ a- . . . r^ r•~ : T. 1 ' I i... ~ ~ •r•. ~ ' ~ C. ° ° !•S Y : I:: I''~ I:'. ~ i I''•' f ~t . , . . _ . . . : ~ ~ ~ , . . i~-1 f 1::. f i i; i: (x~ L. t•. :i i i::. P.. 1 t•., -K 41~ Pr ~!L• •Ik •fi~ ;f. -K ~~1. .K )l• .K D; ;s. .!~r :El~ •)k ~1!~ :}~r :G 1L -t~r .f1t .iti. .J~r .{~t ~Ac .1!. .l1t .Jt. ~P: ~jj ~ ~ t_ t .j~. :p: 1~: }f: 9L• i?~ 1~: 1~: J. 11' :~i 71 IL 1{~ 1L• 1L .j~. .A: V. fk •Jl~ •Pi ~Pr Pr A. ~.~t :l• tu; ~,i• ja: •i~; . 1 , 17r RESOLUTION NO.C'C' 0791 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING EXECUTION ) OF A LICENSE AGREEMENT WITH ) RESOLUTION N. A. DEGERSTROM, INC. ) ROAD FILE NOS. 1298 AND 1949 ) WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commissioners ofSpokane County has the care of County property and the management of County funds and business; and WHEREAS, Spokane County is the owner of Sullivan Road #1298 and Euclid Avenue #1949 right of way located in the Southeast Quarter (SE 1/4) of Section 2, Township 25 North, Range 44 East, W.M.; and WHEREAS, N. A. Degerstrom, Inc. desires to utilize a certain portion of said Sullivan Road and Euclid Avenue for the purpose of ingress and egress to Licensee's property and landscaping; and WHEREAS, for and in consideration of the license, N. A. Degerstrom, Inc. will pay the sum of Twenty Five and no/100 Dollars ($25.00) per year. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Board of County Commissioners of Spokane County that the Chairman of the Board of County Commissioners or a majority of the Board is hereby authorized to execute at other than an open meeting the attached agreement pursuant to which a revokable license will be granted to N. A. Degerstrom,•Inc. PASSED AND A.DOPTED by the Board of County Commissioners of Spokane County. this 16th day of August , 1988. BOARD OF COUNTY COMMISSIONERS OF SPO E COUNTY, WASHINGTON ► . ~ ATTEST: - WILLIAM E. 0 AHUE Clerk o th Board By Deputy Clerk 0 ~ ~ 8808190246 88 0791 ~ uF M Cj N1 1UE SPOKANE COUNTY ENGINEERING DEPARTMENT , Spokane County, Washington LICENSE AGREEMENT / THIS AGREEMENT made and entered into this /J~F day of , 190, by and between Spokane County, a political subdivision of the Sta of Washington, having off ices for the transaction of business at West 11 e6Broadway Avenue, Spokane, Washington 99260, hereinafter referred to as the "County", and N. A. Degerstrom, Inc., having offices for the transaction of business at North 3303 Sullivan Road, Spokane, Washington 99216 hereinafter referred to as the "Licensee", jointly, hereinafter referred to as the "Parties". W I T N'E S S E T H WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commissioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, Spokane County is the owner of Sullivan Road #1298 and Euclid Avenue #1949 right of way located in the Southeast Quarter (SE 1/4) of Section 2, Township 25 North, Range 44 East, W.M.; and WHEREAS, N. A. Degerstrom, Inc. desires to utilize a certain portion of said Sullivan Road and Euclid Avenue for the purpose of ingress and egress to Licensee's property and landscaping described on Attachment "A". NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the parties hereto do mutually agree as follows: SECTION 1 - PURPOSE Beginning 1900, the County hereby grants the Licensee a license to use t following described real property hereinafter referred to as the "premises" for the purpose of ingress and egress to Licensee's property and landscaping; That portion of Sullivan Road and Euclid Avenue located in the Southeast Quarter (SE 1/4) of Section 2, Township 25 North, Range 44 East, W.M., being described as follows: Beginning at a point 50 feet North and 25 feet West of the Southeast corner of said section, thence Westerly, parallel with the South line of said section, a distance of 125 feet; thence Northeasterly on a curve to the left, concave to the Northwest, having a radius of 100 feet to a point SO feet West and 150 feet North of said Southeast corner; thence Northerly, parallel to the East line of said section, a distance of 345 feet; thence East 25 feet; thence Southerly, parallel to said East line, a distance of 445 feet to the Point of Beginnrng. SECTION 2- CONSIDERATION AND TERM For and in consideration of the privilege to use the premises for ingress and egress to Licensee's property and landscaping, the Licensee shall pay to the County Twenty Five and no/100----Dollars ($25.00) per year. Access f rom Sullivan Road #1298 across the premises to the lands described on Attachment "A" shall be limited to "as built" ingress and egress. The Licensee shall install landscaping in accordance with a plan approved by the County. Maintenance of all landscaping shall be the responsibility of the Licensee. ~ 88 V ` SI I I Page 2 The license is revocable at will and non-assignable and does not exclude possession, either wholly or partially by the County of the premises subject to the license. The privilege given herein is not exclusive and the County reserves the right at any time to grant other or similar privileges to use and occupy the premises. SECTION 3- LEASEHOLD EXCISE TAX The Licensee hereby acknowledges to the extent that this license is subject to the "Leasehold Excise Tax" as set forth in Chapter 82.29A RCW as now or hereafter amended the same shall promptly be paid by the Licensee. SECTION 4- COMPLIANCE WITH LAWS The Licensee shall comply with and abide by ALL federal, state, county, municipal and other statutes, ordinances, laws and regulations effecting the premises, including but not limited to the Spokane County Zoning Ordinance. SECTION 5- MAINTENANCE OF RECORDS The Licensee shall make available to the County or the Washington State Auditor or their duly authorized representatives, at any time during their normal operating hours, all records, books or pertinent information which the Licensee shall have kept in conjunction with this agreement and which the County may be required by law to include or make part of its auditing procedures, an audit trial or which may be required for the purpose of funding the services contracted for herein. SECTION 6 - MODIFICATION No modification or amendment to this agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present agreement. SECTION 7 - VENUE STIPULATION This agreement has and shall be constructed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this agreement of any provision hereto shall be instituted only in the courts of competent jurisdiction within Spokane County, Washington. SECTION 8 - WAIVER No officer, employee, agent or otherwise of the County, has the power, right or authority to waive any of the conditions or provisions to thi's agreement. No waiver of any breach of this agreement shall be held to be a waiver of any other or subsequent breach. All remedies afforded in this agreement or at law shall be taken and constructed as cumulative, that is, in addition to every other remedy provided herein or by law. Failure of the County to enforce at any time any of the provisions of this agreement or to require at any time performance by the Licensee of any provision hereof, shall in no way be construed to be a waiver of such provisions, nor in any way affect the validity of this agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. SECTION 9 - LIABILITY ~Use of the premises under this agreement will be entirely at the Licensee's own risk and the Licensee expressly agrees to indemnify and hold harmless Spokane ~ • 1 . ` ' V 8 0791 • , , . • page 3 County and all its officers, agents, employees or otherwise, from any and all liability, loss or damage that they may suffer as a result of claims, demands, actions, damages or injuries of every kind or nature whatsoever by or to any and all persons or property or judgments against them which result from, arise out of, or are in any way connected with the use of the premises by the Licensee under the terms of this.agreement. SECTION 10 - NOTICES - Al1 notices called for or provided for in this agreement shall be in writing and must be served on any of the parties either personally or by certiffed mail sent to the parties at their respective addresses hereinabove given. Notices sent by certified mail shall be deemed served when deposited in the United States mail, postage prepaid. SECTION 11 - HEADINGS The article headings in this agreement have been inserted solely for the purpose of convenience and ready reference. In no way do they purport to, and shall not be deemed to, def ine, limit or extend the scope or intent of the articles to which they appertain. SECTION 12 - ALL WRITINGS CONTAINED HEREIN This agreement contains all the terms and conditions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this agreement shall be deemed to exist or to bind any of the parties hereto. The Licensee has read and understands all of this agreement, and now states that no representation, promise, or agreement not expressed in this agreement has been made to induce the Licensee to execute the same. IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed on the day and year first set forth above. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON . f ATTEST: WILLI E. ONAHUE C er of he Board B • Deputy Clerki N. A. DEGERSTRO , NC. 'By : . • _ f Y ~ . '-Neil A. e gee~ ~rom Title: President : ' Se~ Bo►~K . 1 f >J n ~ ~ a 3303 SL+I6o►i t'Za'. io K , .~-LoGuS~ 1r~eS ~ P ~ ~ : t , ~ • ~ , Chain LInk ~ • Fence, r , r Y ~ CrvP• Q Zo ~ Gowc. ckr6 ~ ~ . . . . ' • ~4 5 r . ~ • o o IrteS.T•~ . W . . ~ , 1 . j . , Arborvi~ae , . ~ . ~ , 5.M • ' . . r ti ~tL . ~ • ; . ' i ~ Gro.ss L~1 - • . , - . . . . . ' O~OOoOODODO o0000000oooooca~oOoQOOao6 o , ~ 4° • ~.~o . • • ~ . . ~CY;~ ~ ~ . . . . ..ooo ~ ) . ) ~ . d~w k r Ex~SY1n9 (~,hd,sco.Q~~o~ Exts~4►n Cx 6 9 Su ll~v ah Rel. LA or ~ ~ s N. A. De er5tror~ ~nc, i • ~ • ~ RIW . { 00\ 1 r ' S c i~= 40~ 7/1 ? J88 ~ ~ ~ N c.a1 ul , , ~ IYNG f" ~ ~ F Co r% . ~ ~ • 0. n ~ f~ . ZS R~W LcN2. , . ~J F~- Cko.~h StA Clivo.n Rd. 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Sid~C. f~~!~- , . ~ i ~r ~ ~ . , , ~ ~ ~ I - - _ l , . - - ~ c;z vq r . APR-05-188 10:00 ID:BLDG 4FD SAFETY-SPO TEL N0:509-456-4703 #665 Pa1 ~ . ~ „ av ~ M SPOKANFE COUNTY DEPARTMENT OF BUILDING AND SAF'ETY NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 ' (509) 456-3675 1 r,~f0,, toat i:)aee exaenitt8d Yh,s permil and stAte that ihe information contained in it and submittbd by me or my a9ent t0 compile said perrnit la true and Gon~ect. ln LJC}i;ttr,, : itave read and understend the INSPF_(:TIQN REQUIREMEN7$/NOTICE provisbns Ireciuded hereln and aflree t0 4omNly with samd. All provWons 4f Iaws and ot'dlnartcee govemit►q [hls rype of worh will be GOmpled wiih OlBther opeclfied hore+n ot not. I understeknd lhat the isauartiCE of this permit 1rO any aubsequent Inspflotion a17A►ovefs or CertificatB5 O} 4ccupancy sh311 not be construed t0 give authority to viblate or cancel the provfsions of any sC&te or bcal law r89ukAting con9truCti0f1, or as a wa►ranty ot conformctnw wnh the provisions ot any atete or IocHl 12kws i'egulating constluCtion. SIGNATUAE OF API'LICATION QWNER OR AGENT DATE NUMBi::: k, . i:< 00004~~y c~ c~ 1 •)t• _ at ~Jt I)t. V. .i{. •ii• -li. 3c• .~f. l( ~1i• _ r• ?tI r, I?{ ~ { kc •ii• •ii• ii• : 1 , r f ~.l ~G •l;. .)i. ,}i..y{, .1,, ,Z~, .lr. •)i~ •li~ •ii• ii• •lf• •)i• 14 .i ~li ~ii• •l(• i~, ~~..at~ 3i )i~ •1~: af •3 7 • ~ 0 rS~ yE• v(1 '~i• )i Jt L. ;1;V fl N i,~ I) ~ fl 1) I)R 4::: ~ ; S W (1 99206 I::: f~ m :l T !,j S Fun: i:l F I;,*;I; l:.: Z) Z? a; 'T' ;I: Cl t4 I`' 1.., A T .n. „ 9999c~ c'' e1 'Y' NA I`'i l*,. k F iN i:Y I.., i:; f~ I _ i:i~T~ :l: ~:l I::. i„ j1;~ xi :I: i F i h r"} W, T IiP-]e~~ 41- c~ F 13 1.,. D c:; N:; . ~ 11l; x~ IJ 1:::1...1... :i: ~4 I"' i"I ()P t I:" 0? 92t:1 RE) h D 1,1'~ E s N:::: W, 990'206 ( : f ;1 ~ 'f' ~ C: i`~E t i ~i • " ,C' R AY CORTN M . ~l: I~i F. ~l i:~ : 1 i D:I:1 (;Y 1.59 i;:: i~" T,... lJ N K . ,:i:, . I°I . I-~'~ ~ ~ ii N. X. •1(• )tl I;i ~Si• ~n: iE V. •K• A, I)i• yt• ~rt- i~: ii• •)t• *X. •)t~ ~ , . ~•ti ~ r° ; ~ fi: ~r~ •i~- 3r.• •fi- •lp ~(.'u: ii ~ti. .k,1~:~ S; if• it •l( ~lf, .~f •n• i~ X. ~~c~ ~yi• ~ir ~~i ~3~ lr .i. l:: ~~J :l' i~~ r !~1 I s I :l, (:7 ~ 1? C.;: l'il ( . t;:C)M~'• t . ~'~.I.~~~, .E, l•`1 I....' I~~fE:: ti!`~` i~ 6 h~►1::: l;h~ ~~~~a _ . S, A i::, i..~ •1 f 3~ ll 8 CY I~1 W sEE M.ANs F~PX 5Ke-ONv s-GrAry iLyrC 4cR.o sr p0o ~ 5 ~v ~ S ~ RA-~flt~1~ ~b,or~o ~'0 1Ntr~ C..a ~ A~b R~Nc~ ~ ..56t~utAc~tl~.... ~~'..p ~.a..a I~ff D S~~lW11y ~o C~R~A9~.CsRco~ID ~f%VC 7OTA~. r-t.pOR A%M xHoWN. Ci~' : E, E ~ TY N C,1N k:. 11. R' 1) 1'~ ~ N A F„ I"°' I... A N 1" I:;, '0 W / f. N PI i:i ~'l l'1..) Ui ..N:o...o.~P~.... ._...t~~.~:.. S~.PI~~;~.~c.s... . _ .~!`c. f 0.04 114,00H ~ . . . . . , ' ° ' 1; (1,~` h.: • 1... ~:1'~" i:; ►::.1 i;;: Fi r~ ~x s.:', ;'i i:s f i•'t GJ I::. . . , r . . ~ ~ r . ~/••••'u... , . , .u•,(/.••1,l. k , ~ . . . . S.J. .Y• I::, F"1... (e t4 HI W . . . . . _ , (,3AdFr . t:.'. f:? !,i N1" Y!.l .j.. .r.I :~'1' :I: I~`'' ~ 1~'' F~ :f: l:) I~~: ;1: T`~' k► I~:: (~ti ~ t~'~ I:" ~'1 t:~ 0 r5 t:i hi IhR . . . ~ k ..~'i, o... . Q ~.t . ~i W il I:7:i: t'1I::. . C? W ~:E : . rQ..$jE..jt4.s--~~..,~o.P l..1)..~±.Y~M~r...7 1' Se~ Bo.cK ~ ; `>0 ~ n ~ ' • / ~j ~ L., ~ ~ M1 ' N 3303 S"iltvArt io ' K ,~~ocus~ ►ree5 CT • ' . ~ K ~ .1 . ~ , , 4 j Choon li.nk 1-" ~ d wI Fence ~ ~ W / • k CTVP• ~ v Q Z~ R Con-'. C.v.T6 , c1 , IrceS:T . W 3 . R ~t P x ~ .~o , Acborvt~ae , . . . . . U00 0 00000006JOO'OOooOOODOOQ6OOOO6O CLOOO ~ . ' . r" 40 : Wa5 hed-'6rav. ~-t . . ~ . . . . . . . , . . . ~ . . ~ ~ 000 (0~0 . ) ) New S~dewo.lk I ~xtst,n9 ~,~ds~a; ExtsCn9 Cu,rb ~ Sul~tvan Rd. P ~ 9 - - ~ t~ • or F s N.A. DeqerstroW, lnc, S~ r ~ I~I 'DACHMEN"' ~P\U\ ~ 345 C. ~ • "4y 5 vi 9 N , ♦ NNC ~ OZSy ~ Co~, ~ ti . . . . - . it***~~*t~ltft*f~7tyr~~~t~*~!r*R!!*k7r7t~~tyt*~~ytkftft7t7t*it*7t~ytitititt~*tltytft*fr~fttX~ftft~frit~7t•tlr7tft7tyt INFORMATION WORKSHEET * **~1t't'~'tll'~~'***~*~t****!r!*~~~**lt~7t~~1t*~~**~~***~~7t*7t~~itt~t**lt~~~~'~t~*~ft~~R~ftR9t~~~ yr * k * PARCEL NUMBER : * * * STRF_ET ADDRESS : * CITY/STATE/ZIP= ~ * StTBDIvISIOK : " * B GOCK: LOT = ZONE : DI STI2Z C'I,' : * r * . LO`.C 1lREA: F/A: WIDZ'Fi: DEPTH: R/W: * * OF BUILDINGS: # OF DWELLINGS: WATER DISTRICT: * * * OWNER : f hv.eGLj PHONE : * KkILING ADDRESS : _-4-7 / y~ ,lG * " ~ * * CITY / STATE / Z I P : * CON1 ACT : PHONE - y° 1 - ~1 Z Z - 33 Z,S * . * Iys * * SETBACK.S : - FRONT : -02~ LEFT = ZZ O 'RIGHT : _,~/Q RF.A.R : * PERMIT USE : svv1~.4~, .SG~iop ~ C/•~-SS ~ * **~*~~*~xx*~~~~x~x*~~~***~**x~~~*~x*~~x***~*xx**x~*~~~~**~~~x**~x*~~**~~~x~x~x * BUILDING INFORMATION * * * . * CONTRACTOR LICENSE NUMBER: * * * CONTRACTOR : (DL,/n e-,.o - PHONE : ~a ~ -52- ~5 * MAILING ADDR.ESS : ~r . / . • . x * ARCHITECT/ENGINEER: PHONE : / 7 `/8 * ~ * MAILING ADDRESS : * NEW:~C REMODEL: ADDITION: CHANGE OF USE: * , DjdELL UNITS : OCCUPAIdT LOAD : BUILDING HGT : STORIES : I * * BUILDING DIMENSZONS d-- D. X 41,0- D(WIDTH X DEP'I'fi ) SQ. FT. Z oo * * . . ~r * REQUIRF.D PARKING: # HANDICAP: SEWER (Y/N): HYDRAN'r: * *~~***tl~~****ft!!lt~~t~ft~ityt~~~~~**lt~~~~~*kR~~~~~*~~~***~!*~~~itftt***~~~*ft~~~~~ft~t ft +T lAt SO SH:EiS S SnUARE ~ 47 !97 IOo SNfFlS 95JUAflF . i }C~iU.~Df ~ rynl/~~N~1I • 1 t/jc I I~c 1~s I, z7C) • I uU•~ .;l;;?'.~~~1lr. +riyr S.'r,,i, ; Cl~;~ .'r 14~ . . ~►~,~v~ 1~ ~ ~ ' • • . ~ d:t'•;,..,.. ~ . ~..~~.~,q~ ~ . ~ . Lr- pt-A ti ! h ~ I-r~ d ~i . , . .v`~ ,)v.. d • ~,L, ~''r,.~ ~,2~,u / _ _ _ . _ 1 ~ , ' . ~ . ~ k f ~ ~ • ~/f~~". .r.,~, ~..,r~_ _ ~ N i • ✓ ~ . wVw)rww~4~~~ W")iJE: ~ .14 , , . Si,rfacp dfainage will not be permitt3d ~ ~ . _ gp _oE x, s,,~~ ic ~•,.;n o1t on~o the road right of way1 '.t -7 J,nu,t be :i;sposed of in an adequate )n situ dry well system. ~ , ~Sp . ~ • pp' ~ . C ~}KANE C(?IJNTY ENGINEERING QEPE. X ~5 q 0 X: 01 v kje,) ~ ~ . . . , o iL' ir-11*1), 0 ~ cici. 3 X ~ .~L . f p . . . ( x C~ , c> c-j GcA Fi C. ~ rl ~ K °~q•1 x a~. 7 G~,~ tJ u ,n~,~,J~~ ~ ALca , . , ~7 ~ . ~ x q q ~ v t( . 0( ~o 3 ~ °\k 4-)-, x 10 ~ ~ ~ . ~ ~~U 370~ o' • ,w~*f.',nre ~r .~y,d,. ~ .i ,!f r:'~rr - • T ~o . , y • ~ • . ~ . ^ ' ~i • ' . . . . , ~ , i ~ . • . r..~. ~ ~ ~ , w.+~w~a (THIS iS NOTaA PERMIT) 13lt1lL.D1NdG PERfVtIT APPLI4'6`0"ATIOIV V1lORKSHEET PLEASE PRINT AND COMPLETE ONLY THOSE PARTS OF THE FORM YOD UNDERSTAND COMPLE'TE IN INK (Please returrt this original and your building plans to the Jepartment oI Building and Safety) SHAOEO AREAS ARE FOfi DEPARTMENTAL USE Profect Numbef Owner's Name LAST FIRST MI ( Ca s~ Po o N Project Aclcfrass (Street Name 8 Nurnber) Zip F I-7 V/ 9 -7-12-,Eili 7 AL"h 1.,-),q Applicant Address City State Zip Phone i ) 6usiness Phone 1 ) ConlrilCtOrlA9ent Addresg (Zo ~-Eor~ E c~vI f~r1 T ~ I NC. - , f.~ . ~31d5 ao o ~vc C1ty State Ztp Phone SPn KANe-7 LkJA 9I.2C) 2 (509) .536 -30 Cantact License Number (Required) Business Phone QA. ~ . 5 c.H L L-~-t F~ t T 20 21.2 A1 6 (~.~y ) s~ -3W/ Archliect! Engineer Address City State Zip Phone t ) Gontact Business Phone 1 1 Lender Addresg Clfy State Zip Phone ( 1 Dowibe Work ' ' " , • , , Res. Comrn, s r-o $2 C?AnJoPY . . Subsivl8lonlPlat NametShort Plat Number S Aco Aasessor Paro9! Number . Lot 8lock Plat Number Nertlnent Fite Numbers , zDn$ Comp. Plan Cenaus Trect Number of Dwelling Unlt3 Number ot 8u11dinQs _ Lot Size (Sq. Ft./Acre) Depth Frontuge Front Setback Left Setback Right Setback Rear Setbadc R1W Width A,Oditionel Information . . , Square FootaQe . , ' . . . 2 , O • F:. . . Q ~ . ¢ . • O • ' U. 2 ~ . ' 0 • , 2 ~ • ~ , , . j m P2tr►ber o! Bedroome , Building Techniclan Qa1e Group Type ...n.~.~ i ' DEPARTMENTAL REVIEW Cond. / Approved Approval Hold ~ L ~ Environmental Health Appllcation~! l/ J ~ ~ ~ W. 1101 College ~ Room 200 0 Plenning/Zoning y ~ CJ N. 721 Jefferson ~ i " -`*'Engineers N. 811 Jefferson Utilities ❑ N. 811 Jefferson , ~ . JPlan Review/ Flre PrevenNon ~ N. 811 Jefferson ti Other (SEPA/Criticel Materlal/etc.) ❑ ❑ Fest Track/Speclal Inspectlon Information ~ ProJect Representatlve Phone Address I certify that I have examined this application and state that the information contained in it and submitted 0, by me or my agent to compile said appllcation is true and ~ ct. Signature Date - . e~» f ,Y ~ f I f ~ ! i ! I 1 ~ 1 I I ~ ! ~ ~ I I ~ ~ 9 I 1 ~ i j ~ ! s Atlditionallnformation: ~ ~ . ~ ~ ~ _ t _ - - • ! LandseaPin 9 ~ ~ . ~..r ~ . I Draina9e Plan 'i ~ • ~ ~ . Hydrants TopograPhY Li htin 9 9 3i9na9s Shoreli nes , Highwater Mark . ~ , . , , i , ~ , , ~ , • ~ ~ ' ' ` ' ' , • ~ i ~ + . . _ _ . _ .o ~ ~ ~ " ' ' . _ _ ' ' ~ X1S~Ttt~1(, ! TO , _ . ~ , _ , . , _ , _ _ ,..__W► , _ ; _ ~ _ . r_ ' ~ ' ~ ~ : ! • I , ' ' ; ' • ~ - - - ~ 1~._ ~ • _ . . , ; . . . . . . _ . ' ~ ~ I ~ ~ ! ' ~ ~ . ~ . . . . . _ G,,~o P ~ . . , - ~ - ~o. _ , - , ~ . _ . . . • ~ ~ - - • - • (8y I l:I ~ 1 TT w] l,~ ` d ~ . . - - _ . _ . _ . _ f i ' . I ~ • ~ ~ ' ~ . , • ~ ~ , ~ ~ ' • ~ ' ~ 1 I i ~ I i , ° .._L_ . ~ t _ W . . , ~ i , - < - . ~ . _ ~G1~TI0t1 O► • ~ . ~ . i ~ I ~ ~ ~ - ~ r_- ~_..i,... ..4 ~ ~ . . _ • _ . _ ..._.-._.._~~C~ ~ N(` ~ ~ ~ ~ ~ ~ f ~ i ~ - - ~4• ~ e +i ~ ~ _ i ~ ~ • ! ~ ~ e » ~ _ ~ , I ~ ~ 1 1 •R , --r- _ . P. ► _ I ~ . . _ _.a . . . . ~ ~ . i ~ ~ ~ ; ~ ~ ~ . , . . . _ . , . _ n ~ ~ ~ - • - - - . _ . . . • . ~ _ _ _...1- ----e _ I . . . _ T"':"._... - - , . . ~ _ ' ' ~ ' ~ ~ ~ ~ ' ' ' , , ~ ! ~ ; , , ~ , , w --K-_ , i • ~ , , , . - --7 - • . , . _ . . _ I _ _ , - ~ • i - - _ r. _ _ _ ~ . , . - 1._-"~' ' _ . . ~ ~ . . ~ ~ I ~ I I , . . . ' • ' " _ " _ ' . _ ' i ' ~ , r BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT AND COMPLETE ONLY THOSE PARTS OF THE FORM YOD UNDERSTAND y (Please return this original and your building plans to the Oepartment af Building and Safety) 1 Ownef's Name (lest) (itrot) (m) . [;.arment uee a,ly J Comm ~ 2 Pr ect Addreaa (not Mallin Add )eName e g J~ 2ip %-A&J - I - kfy--,&, if w 7_,X A/0 3 G Community r State Subdivlaion/Plat Name 1 Assesw Paroel No. Lot Block r6Dwel ~ 3 * ,t ,t OEPARTMENT USE ONLY * ♦ ,t ~ ' e Zone t. M Zone Project No. -41~ C_ C~`'+1 h1 No, of Builiinfla S q. Ft./Acre Depth Frontape k-Front (L)S-1 (R)S2 Rear Qanaue Tract Module No. In tlals ~N_V~ . 18 Architect Flrm Name 8treet Addreea • - Dp Clty Stste phone ' I 1 1 h Contact Pwoo^ Phone N ditierent than abave ~'1'.. ` ~ " ~ Gbntrecta FI►m Name 8trest Add►ess Zlp qty 6tate Pha» , ( ) Oontact Pe►son Ucenee No. Phone II dlNerent than abave ( ) OwnerlApent (it diffefent than M1 nbove) Hwlnep Address.., , k. . ~ 9 Zip City 8tate ptorw . ' 12 Revlew Required P enl Check (Y!N) ~ Other (YIN) SEPA Exempt (YIN) ~ pats . ~ 15 Type Wark ;1i• Bldg O MH New O Replaoe D pther , O Fire O Demo O AddlAlter O Mava < 14 Oeec~i be Work K IL ~ K~ R C~ 10 -Applicant Name , 3treet Addresa ' ~ ' • -I~~R.ac-s~ , 11 Zip City Stete Phone l4+ * ~ ~ ~ ~ 1 ~ 1 ~ jaO ~ Lender Straet Addrm Zlp Ctty State Phone Contact Peraon Phone If dlfie►ent then above ( I ~Addltlonal Informatlon ~ . ~t ~ .w~i`~ ' DEPARTMENT APPROVALS This is not a Permit Applicatlon Type (Standard unless (Indicated approvals required in either "release" or "release with condltions" otherwise indicated) space prior to permit lssuance.) . E) Fast Track ' ~ Early Start Release Release w/cond 1 Hold 2 J' Envlronmentel Health ❑ Commercial; O Residential W. 1101 College p New Construction; ❑ Bldg alterationladdition Room 200 Cl Additlonal structure; ~ ~ , APPLICATION # 4. Conditlons/Comments: ~ 4i• z . , ~ . ~ Planning/Zonin9: O Commercial; ❑ Cert. of Exemption; O Fronta9e, • ~3 "c( , N. 721 Jefferson O Setbacks; O lot wld; ❑ lot size; O use/zone; 64 ~ . . r-; O CU, variance, zone change; shoreline; O fence; ~ Other ~ c.e~l t6 ~ ~~,.4v uti, Ou►.uA I : Condi nslComments: m-Q. Zp~ cfl~~,.re>-~ O.C ~ u ' i. Enginesrs: O Commercial; O Residential; ❑ Flood Plaln; f N. 811 Jefferson O drainage O new accesslapproach; D fence; : ~t ❑ road improvements CondltionslComments: • Utilitles• ' ~ N. 811 Jefferson • r . Conditlons/Comments: n. . ~ ~ 4 , ~ Other: ~ ~ - , , • > ~ Plan Exam ' Fire Prev. .w Conditlons/Comments: ~ 1- 4 ~ • ' a ~ a~ 6-~ . ~ Project Representative Telephone ~n Agencles Performing Special Inspection: - c 1, Y Q ~ L n r, ~ E r • cc O U. C 3. 1 Indicate ebove or atfech conditlona reletive to flnel as bulit approval 2 Indlcate above or attach reaaons for hold , Cu n Lac - t. I'.• L .10 11 NA .:11• Bus f itess Nam~ Aci dr e-ss.~.^. Ad J r es s . Phoiie Yhont County CuriLC t'e c ~.,I i Phone No. 456-3600 CuMr1LKCIAL »UiLlal.rvc; PEitMI'r tth:Vlk;W ~ This bui.lditzg ptririit review .is iiiteiided to dppraise you of the im ruvements ~ p (roadway, side- walk, curb, s[ormw3Cer, etc.) which mubt bc cuiistructed in association with your building permit. This ctiecklist will be filled out hy the Engineer's staff and a copy will be re- turned to you al ttiz time that the permit is initialed by the Engineering Department. All ~ requirements shdl.l be coinpleted prior tv issuance of the building permit. All unchecked boxes require additional research or iafurmation to make a determination. I. Stormwacer Drainage Considerations A. Per gufU_eMnes tor "Stormwater Management 1981" both on and off site. ~ 1. 208 Considerations* ~ Yes ri No , ~2. Flood hazard zone considerations** ~ Yes ~ No . 3. Storm Drainage Plan_ ~ Yes ~ No y - II. Planning Action G° ~ 1. Rezone, Conditionai Use or Variance on property ~ Yes ~ N. , 2. Are requirements of planning action incorporated ~ Yes No a into site plan III. MSht of Wey . 1. Does permit necessitate R.O.W. dedication Yes ~ No . 2. Did zone change require R.O.W. dedication ~ Yes a No r 3. Radius at corner Yes ~ NO ~ r- IV. County Road Improvements ~ , 1. Roads need to be improved. How wide ~ Yes ~ No ~ . 2. Curb ~ Yes No , ~ 3. CRP/RID agreement (Copy of deed, con[ract, or ~ Yes a No title report required.) 4. Plans for improvements provided ~ Yes ~ No ~ 5. Sidewalk ~ Yes ~ No : :V. Parking Plan & Approach Location 1. Review and sign off by Traff ic ~ Yes a No r 2. Approach Permit from Engineer's Office m Yes Li No ' 3. State or City sign off ~ Yes Li No 4. Is Chis road on 6 Year Plan a Yes ~ No ~ VI. ULID Agreement: Yes ~ Mo _ VII. Field Review: E'reliminary Cumments C_ orc~ / . - - - - , * AIt l.iiid wi.thiii c.he AquiEer 5en5i.Civc: Are;i, wliere tie-emed feasibl.e by the County N:nKi- neer, shall f,!t•or~)orate- SCorinw,iter trt!.ihnNnC to mf rigaCe the potenC ta! Eot' groundwater clei;r.id i[iori. (Sor- Giiri,:l ine5 t„r S[O~rmw,it.rr Management 1981, SpoI(ane- Koard ot C01111ty C„in~ni i on~r' ~ K~•:.~ 1 ~it i~►n No. 8+1- I59"?, •is :ainended. ) ~►~~,;~.t ('Iood li.~;..,r►i •,~~i~• r~_,vit-w i-. initiiinize lotises (1tit' f-) f 1411)(1inh iit spu- ~i r ,~r~.~•: .1;i:;~~.~C.,,~ 1s~1,10 IIa::.,rd li,>mi;iary maps un Filt, :iC t•lif. (:,,tility ~:ngintler's d f i( •.~1(1~;.11~115') itcl )f 1k.,112ijt.y CoI11111iSs11)ner'5 K(:117111<<oIl N.1• 81-07.26, a`i 11i1'll ~e'~. ~ ~ ~ . . _ ~ - - • A ~KM E +COE~I~dTY pL~NING DEP►'TMEN3 AIDT ~~AN q9 ~ ts,ev . . z "pf r r x /0~ 1~ _ ~Cf ~ 3"' ~ PA ~ ~C)o~ k ~ + F ~ ` . ~ , ~ ff/ w ~ r E;Y /sT~ ~ . ~ ~~ivffp 1 ~Iq~ ~ -D1N ~pp ~ 1 ~p~ ~ 4t- . ,s,.t--~ 4 co JVO~ ~ ~t~' ,y° o S ~ ~ . /00. kl AC i ~ ~ ~ ' ~ • ~ ~ ` ~ ~ ~ ~ ~ ~ y~''ti ~ ~ r + r,'' i~ ' ~ /00 , 178?0 __,..,--qq:~.- 1O)L r " . . , , . ~ f- ~0 70 0 A~' ~ 5 7- . _ . / 1 Single family dwelling and real estate situate at East 5636 Union, Spokane, Washington, describ ed as: Z The West one-half of Lot 5 and all of Lot 6, Block 61, PARKWATER, Spolcane County, Washington. .8 Business buildings and real property located at 4 ' East 14313 Trent, Spokane, Washington, described as: The East 100 feet of the West 260 feet 5 EXCEPT the North 200 feet of Block 32, TRENTWOOD ORCHARDS, Spokane County, Washington; subject to s the above stated'equitable lien awarded to Petition er; " ? Unimproved commercial real estate located to the g direct West and North of the above business prop- erty, described as: The South 135 feet of the g North 200 feet of the West 309.36 feet of Block 32, TRENTWOOD ORCHARDS, and'the West 160 feet EXCEPT the 10 Nortlz 200 feet thereof, Block 32, TRENTWOOD ORCHARDS, all in Spokane County, Washington; subject to the 11 above stated equitable lien awarded to Petitioner; 12 1962 Chevrolet station wagon; 18 Life insurance policy in the face amount of $100,000.00 insuring Respondent's life; 14 A going business in the nature of a proprietorship is known as Ross Plumbing & Heating, East 14313 Trent, Spokane, Washington, at the date of Petition having 16. approximate current assets in.the sum of $77,000.00, having current liabilities in the approximate sum Z7 of $50,000.00, having uncollectible bad debts in the approxiraare s-am of $ Z; , v^00 . 0G , hav~ n colJ_ectible bad debts in the approximate sum of ~4,000:00, and 1 8 having an approximate net worth of $27,000.00; 19 Excavating equipment including trailer and dump 20 truck; 21 Respondent' s personal effects -and clothing, 22 FURTHER ORDER, ADJUDGE AND DECREE that the Respondent be . 23 and he is hereby made solely responsib le and liable for all of 24 the debts owing by these parties on the date of this Decree, 25 including personal community indeb tedness and indebtedness of 26 the business known as Ross Plumbing & Heating, and including that 27 certain Note signed by the Petitioner to Consolidated Supply 28 Comgany in the approximate sum of $23,000.00, which Note was 29 exclusively for the benefit of the business known as Ross a0 Plumbing & Heating, except that Petitioner shall be solely liable , 31 for the mortgage balances or contract balances owing against 32 those specific items of real property which have been awarded to JACK BENNETT ATTORNEY AT LAW ROBERT D. WALDO, AssociATe E. 9413 TRENT, P.O. BOX 382, SPOKANE, WA 99212 ♦ l r~iAft I I ~ ~a i'~i lyl5 2 MIl.ES P. CSLICK, CLEaK SPOKANE, COUti1Y0 WASN: 8 IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON 4 IN AND FOR SPOKANE COUNTY ~ . In Re. the Marriage of ) s > . C4i~nR4 .T, Ross, ) No. 219733 Petitioner, ) S ) DECREE OF DISSOLUTION and ) OF MARRIAGE 9 ~ RICHARD.L . ROSS, ) 10 ) , Respondent,. ) 11 12 . The above entitled cause having come duly on for hearing, 18 . this date, with the Petitioner, Sandra J. Ross, personally 14 present before this Court and represented by her attorney, Robert lb ' D. Waldo; the Respondent not being present and having hereto.fare / been adjudged in default; and this Court having examined the fle in these proceedings, having heard ana can5ide-.L-ed l 11C 18 of Petitioner and the recommendations of cour_s el , and hav-i_n g 19 heretofore entered it's Findings of Fact and Conclusions of Law 20 herein, does now: 21 ORDER, ADJUDGE A1vD DECREE that the marriage of Sandra J. 22 Ross and Richard L. Ross be, and the same is hereby dissolved . 23 forever. 24 FURTHER ORDER.,ADJUDGE AND DECREE that the Petitioner be 25 and she is hereby awarded as her sole and separate property, 26 subject to secured mortgages and contracts as to each item of 27 property, the following: .28 Single family dwelling and real estate located at ~ North 3017 Girard, Spokane, Washington, described , 29 as: Block 148 of ORCHARD AVENUE ADDITION, EXCEPT 80 the South 150 feet and EXCEPT the North 60 feet, Spokane County, Washington. ; 31 ~ , 32 3 L ,v±c ' JACK BENNETT ATTORNEY AT LAW ' ROBERT D. WALDO, ASSOClATE , E. 9415 TFENT, P.O. 80X 392, 3POKANE, WA 99212 i ' i . / • , • _ . ~ IJ~~►' i1t:{-~.'.,7' 30 Tpansamerica Tit re Ins,u~ ance Co THIS SPACE PROVIDED.. FOR RECORDER'S USE, , . ' a, : • ~ gmeft'l= A Service o/ • ~ . q~ ; 'F I L E 0 0 RR r(; rl R p'Eui Transamerica Corporation . . . ; . ~ / 8,2073002?,0~ ; 3 E01.1~ : i 0 r r64W RM~ ~117J~ ~ . Filed for Record at Request of ' Ju~' ~0 4 o lP~I ; •_,~WILLIAM E. D4MANUE ; Name .............Peter S Schweda, Attortte........................ at Law~' - AUDI1"OR ; SPOKANE C,.buNTY, WAfIL . Address..........North...720 Ar~onne Road City and State Spokane. . ,....Wa...... 9.9 206 . , , . ~ ~ , 05 04 8250*739 8 ' Setler's Assignment of Contract and Deed THE GRANTOR DONA DEE Z IMMERMAN , for value received convey s and assigne all her interest to SANDRA J. CARTER , the grantee, the following described real estate, situated in Spokane County, State of Washington, together with all after acquired title of the grantor(s) therein: The West 160 feet in Block 32 of TRENTWOOD ORCHARDS, as per plat thereof recorded in Volume "M" of Plats, Page lb; EXCEPT the North 200 feet thereof; AND the South 135 feet of the North 200 feet of the West 309.36 feet of Block 32 of said addition; situate in the County of Spokane, Washington. 21 lt.aiN Tm w t~1eb1 ll!% - Pd V 0o w. 04U'7 . and do es hereby assign, transfer and set over to the grantee that certain real estate contract dated the 21st day of March , 19 73 between EILEEN K. WILLIAMS and DONA DEE ZIMMERMAN ~ as seller and RICHARD L. ROSS and SANDRA J. ROSS, husband and wife, as purchaser for the sale and purchase of the above described real estate. The grantee hereby assume s and agree s to fulfill the conditions of said real estate contract and the grantor here- by covenants that there is now unpaid on the principal of said contract the sum of $ 4, 49 7. 18 Dated. , 19---........ , :,►~t~~~~~r~~ ' l-~ - • . f%Individua = ; ' . FJ • . ..;--q., :.p1 By...-----......---...-•------------.....-•------------.......-----------.............------- _ `:3 :f lbdiyidua ( President 1 By (Secretary) XIP" ,fi STATE OF WASHINGTON ~ A~ ~ , • ss. COUNT ~ . f . COUNTY OF . . . . . On thi's day,personally appeared betore me On this day of , 19 before me, the undersigned, a Notary' Public in and for the State of Wash- ington, duly comtnissioned and aworn, personally appeared---............................. to me known to be the individual described in and who executed the within and foregoing instrument ' and and acknowledged that .....Sh-e.... aigned the same to me known to be the ............................President and.......................... Secretary, es ...her free and voluntary act and deed, respectively, of ~ . . t ment,. ..and.. acknow. . l.edged for the uses and purposes therein mentioned. the co oretion that executed the faregoing..ins . the saiTinstrument to be the free and voluntary act end deed of said corpor- ation, for the usea and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal GIVEN und hand nd official aeal this affxed i's the corporate seal o( said corporation. . d y oE...~... . 19..Z~C~ Witness my hand and offcial seal hereto aflixed the day and year first above written. ' . t.'~ . ~ otary Public in and for he Stat E,'eRa Notary Public in and [or the State of Washington, residing at...3~~.C.>.......1.~.?.~ residing at , 1341~ , , . ~ ~ THIS SPACE PROVIDED FOR RECORDER'S USE: ~ TransamericaTitle* lnsuponce Do . ~ . c . . ~ . ~ ~ A Service o/ TransamericaCorporation 8z07300211 :TILED OP P,cCoRDEOI ; Filed for Record at Request of . . ; , . . ~ :JuL ~0 4 0l P11 81 : ~ WILLIAM E. DONAHUe. ; Name...........at•.Lav ' AUOITOR ' Address_....N4K.tk1...7,20..AX'g.QYlLI1.e..ROA.d :.ti..... ; QF,~'`t~l'P ~ • ; , . • ~~~~~~i ; City and State...S...................................... = . , 5 00 8250739 ~ ~ •--------------------t-- / - Seller's Assignment of Contract and Deed THE GRANTOR E ILEEN K. WILLIAMS for value received conveys and assigns all her interest to SANDRA J. CARTER, , the grantee, the following described real estate, situated in Spokane County, State of Washington, together with all after acquired title of the grantor(s) therein: The West 160 feet in Block 32 of TRENTWOOD ORCHARDS, as per plat thereof recorded in Volume "M" of Plats, page 16; EXCEPT the North 200 feet thereof; AND the South 135 feet of the North 200 feet of the West 309.36 feet of Block 32 of said addition; situate in the County of Spokane, Washington. 1: [.ci.. Tti.c m am" U 4()8 noN . k ~ _ . and doeS hereby assign, transfer and set over to the grantee that certain real estate contract dated the 21s t day of March , 19 73 between EILEEN K. WILLIAMS and DONA DEE ZIMI`'IERMAN, as seller and RICHARD L. ROSS and SANDR.A J. ROSS , husband and wif e, as purchaser for the sale and purchase of the above described real estate. The grantee hereby assumes and agree s to fulfill the conditions of said real estate contract and the grantor here- ~ by covenants that there is now unpaid on the principal of said contract the sum of $ 4, 49 7. 18. D. , 19-.......... ~ - • (Individual) BY.-----------.-----------........----------.........-----------.......-----------........... ( Individual ) ( President ) BY................. (Secretary) STATF, OF ORUiON. STATE OF WASHINGTON as. as. COUNTY OF..... CZA.GKAM-AS COUNTY OF................................................., On this day personaliy appeared hefore me On this day of 19............, before me, the undersigned, a Notary Public in and !or the State of Wash- \..`.ti 1-.ee,t~.r..E.....~.i.113.a.u~s ington, duly commissioned and aworn, personally appeared................................ to mq•kno~ to be'th~e individual described in and . who••eYe , ~ €,within and foregoing instrument , ~ , • ; ' and , , an~ ac noj~vleOged that ~'!.g}~e aigned the same to r►~e known to be the ............................President and.......................... Secretary, , ~ . r...4• • : • T . us tr: ~ ~\dree ~nd Voluntary act and deed, respectively, of 1.............................................. . j for the ~u ed;putliq~ses;'~herein mentioned. the corporation that executed the foregoing instt{~ment, and acknowledged '''r.::'`'' ~ the said instrument to be the free and voluntary act and deed af said corpor. ~~a ' ation, for the uses and purposes therein mentioned, and on oath stated that F!1 ~ authorized to execute the said instrument and that the seal GIVEN under my hand and offcial aeal this affixed i's the corporate seal of said corporation. .1.2tM a of...,-........1,. . x.... 119$2... Witness my hand and offcial seal hereto affxed the day and year firat / " I above written. . .~,,1.~'i.L.c. ~c.... ...(v. fJ.L Notary Public in and foy the State of .Ore- Notary Public in and for the State of Weshington, gpn,. residing at...... San.d.y.,.D.R_ residing at......................................................................... My Comm. Expires: 3/23/86 .~n~ ~v-ai~►.i • ~ . . , . • ~ . . ~t ~ ~ ' . . 'O• , • ~ ~ Y l' t~ . .S ~ • 1 ~ J .J' t . ~I. • ~ • •e~' . • . • i ' . ' • , n • • . . . v ~ . . , ` . . • ' • . . . . . ~ . , . ' . . : . ' , • . , . • - ~ • . • ~t• • • • ,J . • i^ ' ' . . , ` . . . • . • ~ ~R~ . ' ! ' . . ~ • • ' . ~ . . ~ • . • . . ~ . . . . . , . "~1'w'Yr~t . ' ? . ~ • ~ ' . ~ ~ • ~ ~ \ ' ' ~ ' • • . , • • • : ~ . ' . ~ .t' • ~'F,~`~_•• • • 'f`~' , ~ . ' . ~ , . . . I • . , ' ' : . . . • ' ' / r ' . ' . » . ` . ~ • . • . . • . . . r • - . ' • . . . . .A~. . . . • • , ' • f•~.\. , • , •.t~.. s _ : • : K-.'. . ^ ' . ~ • • - . . T . ~w . . _ . . . .'Y. r. . • . - ~ ~r . . t ~ . ~ . . , , - . • " • . . • - ' . Spokane Vailey~Office ; . Pacific Fir4;:=Tederal Savings and L~:.,:an Association E. 12005 Sprague Avenue Spokcrne, Washington 99214 Telepfione 922-1000 EscROw #~~f-~-4&TE LOAN # ~ To : R E : ~ ✓WARRANTY DEED R~EASE OF IrbRTGAGE WARRANTY OEED ITLE INSURANCE R)L I CY # QU t T CLA I M DEED FI RE I NSURANCE FbL 1 CY # QUIT CLAIM OEED , SALE AGREEMENT AODITIONAL INfORMATION CON01710NAL SALE AGREEMENT BII.L OF SALE ASSIGNMENT OF CON7RACT NO T E , MpRTGAGE CNECK $ FOR ASSIGNMENT OF MORTGAGE CHECK $ FOR RECEIYEO ABOVE CHECKED ITEMS: )279 • ~ ~ , ~ : • t:~;".. . " • . ~ , a • . . : , , • . ' . ' • ' ~ . ~ . , _:f.;.. . , ~ . 't':. ~ , . . , ...=r~.•'i., . . i. . :.~.fi , ~ , . - _ , - ~r- . . ' ' . . . . . . . , . • • ~ . ~ • . ~ ~:iJ " . ' . - - . : ~ ♦ - • . ~ ' • . r.r, ' l%~- . _ ' ~ • ; • . ~ - • ~ . . . ' . ' ~ a . • , . . . • : . . . . • • . . . . r . ~ ' . ' f , ' ' ' • - . ' ' ' . w:]~l,' _ . ~ ' , • . I - • . ' , ' . • . . , , . ' . . . . ' . , • • . _ ' • _ . • . . ~ . ' • ~ • • • . ' - . • . ' . 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I . . _ _ ~_,c._ , , _ _ ~ ~ ti/v . ~ ~ x L~ XI S t i ► A Q C I)Jvok 1 /oo C ~ ~ . , ~ NYD. r ~ ~ . LCOVAY i ~ F~,Fy~cjr ~ . . ~ - ~ ~ < < r . , o . . "77 A~-T ~ ~ ~ • bQ ~ ~ a,nR„~t . . ( ~ X C ,e, I/y t LX _ i . - ~ " ~t ~ . • _ • ~ i O N~,, vi ~ v /00 - - ~ Q ~ v ~ . , ~ . 1CM . i . r • Q ~ ~ ~ ~ . Y . l ~ ~ 50 ! . . 3 D . iLA S 5c) ;I . ` 0 ~ ► . ~ ~ Pt ~ . ~ , ~ ! ~ v0 ~rV• i - ~ . . ' ~ r _ „ , / ~ . . _ ~")f 12,0 1 w ~ we l ~ ~ ~ ~ ✓ ► ~ ~ t~ 3 ~ . ~1.5 , a . ~ • . , qSr«'~k +v-~'~o • ~ y. 1 / V f121~ 'J. y ; .~'=k, ti 1Al N~►~ 1%'A51 iWC; I()N [ )ENAK 1 Mf NI 01' TRANSPORTATION li;, r' ~J Jlfl~ ~ ~41 , r• '!''Ifdltol • N0~01 2'1-4 r1.~d~/a111 4lf1-O 13()J1 )291), NOfrll C t'l7tfdl S1dClUl1 • SpUkclllC' l/1✓ds'711k4fUl1 "',_(l, o.."N May 22, 1985 Richard L. Ross North 5722 Hemlock Spokane, WA 99205 Dear Mr. Ross: Attached herewith are three copies of Permit No. 1-SR290-5416, issued to you, which grants permission to construct, operate and maintain two standard business road approaches on State Route 290 in Spokane County. Please sign all three copies where . indicated for the Grantee, retain the original for your file and return two signed copies to this office. Very truly ' yours, ' ' WALTER R. HORNING, P.E. r ~ ~ D' ict m',nistra • 7/7 i~ - By: D. B. McBRiDE, P.E. District Maintenance En.gineer VJRH:so DBM Attach. cc : H. Riebe w /attach. HQ Records Control P . Permit No. 1-SR290-5416 District No. 6 May 22, 1985 R icha rd L. Ross North 5722 Hemlock Spokane, WA 99205 SPECIAL PROVISIONS Culvert pipe will not be required under the proposed approaches. Drainage shall be provided away from the roadway by continuing the existing shoulder slope of approximately one-half (1) inch to one (2) foot to the right of wa y I i ne . Asphaltic material placed on the roadside shall be machine spread and rolled wherever possible. Careful attention shall be paid to the drainage pattern. Inlet gratings, valve box covers, etc., shall be adjusted to grade. Sufficient pregrading shall be done to insure a uniform depth of surfacing with the specified sloping. Flared connections shall be made to the highway pavement. Highway traffic shall be protected by flaggers whenever any portion of the traveled surface is obstructed by equipment working on this project. It is unlawful to erect a structure or establishment or maintain a business, the nature of which requires the use by patrons of property adjoining the structure or establishment, unless the structure or establishment is so located at a distance from the right of way of a state highway that none of the right of way is required for the use of the patrons. All advertising signs shall be placed on private property so that the entire sign shall be outside the limits of the existing state right of way. All building restrictions established by the Spokane County Planning Commission shall be complied with. A suitable traffic barrier shall be constructed along the -right of way line between the two driveways. _ Page -1- C S S R ~ Washington State Department of Transportation GENERAL PERMIT f-EHMIT NO. 1-SR290-5416 DISTRICT NO. 6 Narne and Address Uf Applicant: Richard L. Ross North 5722 Hemlock Spokane, WA 99205 The Applicant, hereinafter referred to as the "Grantee", having applied for a permif to construct, operate and maintain two standard business type road approaches 30 feet wide on the northerly side of the highway at MP 9.74 (HES 344+55) and MP 9.76 (HES 345+20) in the South half of the Northwest quarter of Section 2 in Township 25 North, Range 44 East W.K. un a portion of State Route No. 290 in Spokane County, Washington, fhe Washington 5tate Department of Transportation or its designee, hereinafter referred to as the "Deparfinent", hereby orders fliat this permit be granted, subject to the terms and provisions stafed upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof: Exhibit "A". Special Provisions for Highway Encroachments, Pages 1, No work provided for herein sha11 be performed. until the: Grantee is authorized by the State's representati ve : Mr. Howard Riebe, Box 52~99, North Central Station, Spokane, VIIA (509)456-3041. 1 t~is permit shall be void unless the work herein contemplated shall have been completed before 1 T 1985: This permii is accepted and approved by the I Grantee subject to the terms and provisions as 1N her~:in set forth. ALTER R. HORNING, P.E. District Administrator GRANTEE DEPARTME OF P TATI N aY By: ~ ~ D. B. McBRIDE, P.E. Title Title: naa - - y ~ Dat e _ - - - Date. / i , aCiT . . . ~ . . • ' , • ~j eo- T ` ~ ' Fa;.~ NAr~E & rvo. ~ 17~ . N O. 6 FARcE LNa a? r4 2 NOTICE TO THE PLIBLIC 1 PURPOSE ~'Opw c { .KNOW ALL MEN BY THESE PRESENTS, That Richard L. Ross being'the owners of the followinq described lands in consideration of mutual benefits to be hereafter derived do for themselves, their heirs, arantees and assiqns, hereby agree to the following: Join and participate in the formation of a County Road Imarovement Dis-- trict (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement Project sanctioned by Spokane County, which involves the lands herein described. The owners, their heirs, and assiqns further aqree not to oppose or protest any legal assessments for said Road Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or anv Road Improvement Project is sanctioned by Spokane County, the imDrovements required (curb, sidewalk, drainage control and paving to existinq pave- ment) will be at the sole expense of the undersiqned owner, their heirs, grantees and assigns. These conditions and statements apply to the followinq described property: 02542 - 4808 The West 160 feet of Bloak 32, TRENTWOOD ORCHARDS, as per plat th.ereof recorded in Volume "M" of Plat$, Page 16, in Spokane County, Washington; EXCEPT the North 200 feet thereof. These requirements are and shall run with the land and shall be bindino upon the owners, their heirs, successors or assigns. , Dated `7 ,~Z 13s- /(C. . ~ Riahard L. Rose X STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) On thi sday of , 19~r5, before me personal ly appeared Riaha d L. Ross known to me to the the individual(s) who executed the foreqoinq instrument and acknowledqed the said instrument to be the free and voluntary act and deed of said i ndi vi riual (c ) _ fnr thA iicAC a nri niirnnccc hAroi n montinnari RI GHT OF WAY DEED e~~ ~~„l- C C j, t ~ e ' L ~ f JC' , ,~~1 s 1 ~ !r _ IN THE MATTER of Best Road No. 1729 KNOW ALL MEN BY THESE PRESENTS, that Riohard L. Rose am} ,x'jrq.Wid= of the County of Spokane, in the State of Washi ngton, i n consi deration of the benefi ts and other val uabl e consi deration, and t.he sum of one and no/100 Dollars, paid him by the County of Spokane, the receipt whereof is hereby acknowledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell and convey unto said Spokane County, the followinq described parcel of land, situated in Spokane County, in the State of Washington, to-wit: That portion of PARCEL "A", dOeoribed a$ followa: Being the West 5 feet; TOGETHER iJITH th3t portion lying Southwesterly of an ara concave Northeaeterly, having a radiua of 20 feet, the ends of said ara being tangent with a line parallel with and 25 feet Eaet of the Centerline of Beat Road (A1o. 1729), and also being tangent with the North Right of Way line of SR 290 (Trent Road). PARCEL "A" Zdest 160 feet, Block 32, TRENTWOOD ORCHARDS, as per plat thereof reoorded in Volume "M" of Plats, Page 16, in 5pokane County,, Washington; EXCEPT the North 200 feet thereof. ~ . , . - ~ . . . . of Section 2, Township 25 North, Range_" , E.W.M. TG HAVE AND TO HOLD the same, unto'the said Spokane County for the purposes of a public road forever. , IN WITNESS WHEREOF, I have hereunto set my hand and seal this /9day of 19 j~ J • ~ - w . ~ _ Riahard L. Rose X R/W 1/1/85 (i 7 8 3 ESCTOw NO.................... 4PR I 6 197,.i ' SALE AGREEMENT TI-iIS AGREEMENT made and entered into this l day of labommmy 14 11973s, by and between EILEEN K. WILLIAIdS and DONA-DEE ZIMMERMAN, each as to their a.s vendors, and indeterminate undivided interests, as their separate property, RICHARD L. ROSS and SANDRA J. ROSS, husband and wife, as purchasers, WITNESSETH: That the venciors agree to sell to the purchaser and the purchaser agrees to purchase of the vendors upon the terms and conditions hereinafter set forth, the follawing described real estate situate in Spokane County, State oE Washington, to-wit : The West 160 feet in Block 32 of TRENTWOOD ORCHARDS, as'per plat thereof recorded in Volume "Ai" of Plats, page 16; EXCEPT the North 200 feet thereof; ANH-t~he-Sou't`h35T-`f`eet~oflthe North 200-feet-of--the-West--309.-36 -f-eet- of- Block - 32--of -said "addition;-- situate in- the County of Spokane, Washington; Subject to easementa in actual uae; easementa, reaervations and restrictions of record subject to a liability to future asseasmente by Trentwood Irrigation Diatrict No. 3. Subject to contract between Trentwood Land Company and Trentwood Water & Power Company, recorded in Book "J" of Contracts, page 403. The total purchase price of said property shall be the sum of $17,000.00; $3,400.00 of which has been paid, the receipt of which is:hereby acknowledged. The balance of the purchase price, to-wit: The sum of $13,600.00, together with interest thereon at the rate of 7 1/2' per annum from date hereof shall be paid as followa: $140.00 or more on April 1, 1973, and $140.00 or more on the first day of each and every month thereafter until the entire balance o£ principal and interest has been paid in full. All payments shall include interest and be applied first in payment of interest and then on principal. It is further understood and agreed that the purchaser shall be allowed a credit of $2,000.00 toward the remaining balance if the contract is paid in full within 90 days from the date of this agreement. 1 r l/ ~ G q ~ . ~ _ LD - _ • F r ~ '~i " l ~ • ~-.d i- f.i ~ a ~ LliVf C) S S . . . _ /t/ 72 2, ~~F 0?° S . . . ` z. ~ ~ . The purchaser a.gree~ to keep the ' good repair, to commit no waste and to pay all taxea and asscasments hereafter becoming a lien on said property before the aame shall become delinquent and t~te-be~dinge-on-aaict-premiuLCOati.nuougly-insured for nat-lesa ch=r- (pe c e_iasurance)-rot leas i~arct-ttru-trrsn~-comp~y,•w;ch IO~Jf-~~}~~l8 LO I~1P.~~rtipa in in~=L+'Li- eirm -a9~PF~i`'r s~l •t~~ 1n~ ,ran before_delinquency. In the event the purchaser does not comply with this proviaion the vendor may at his option provide auch insurance and pay for the aame and upon presentation of receipts ahowing payment therefor. the escrow holder shall add the said amount to t~ e contr3ct balance hercin and said amount shall immediately become due and payable with interest at the same rate the principal draws. ~ The purchaser shall have possession and rents, if any, of aaid property upon elosin and shall continue in auch possession ao long as the terms af thia agreement are fully complie~ with. In case any action shall be brought by the vendora to enforce any of the terms of this contract, or to Eorfeit the same, the purchaser shall pay, iri addition to the costs and disbursementa provided by law, a reasonable sum for attorney's fees in said auit or action. In case the purchaser shall be delinquent in hispayment and the vendor shall give a notice of focfeiture as provided herein, the purchaser shall pay a reasonable sum for the prepazation and aervice of the aaid notice not to exceed $25.00 for each notice, and the sa.me shall be pud in cash to the vendors or their attorneys. ' In the event forfeiture is declared, all payments coming dua during the thirty-day redemption period named therein, shall be automatically delinquent and must be paid in addition to the aums named in aaid forfeiture during the said thirty-day period to reinstate the contract. ~ ~ J ~ N ~~A E & ~:0~~ NO. 6 PAf?CEL MO. 02 S-{ 2 NOT~CE fiO THE PLJB~IC ~ P'UR"IE 4 •RIYI.+W 7'iLL ~EN BY THE.]E PRE.]ENTSy Iflat Richard L. Ros$ bei ng the awners of the followi nq described lands in cansideratian of mutual benefits to be herea fter deriued do for themselves, their hei rs, arantees and assigns, hereb~y agr~ee to tl~2 follow7 r~g: - ~ r Jai n and parti cipate i n the formation of a Gaunty Raad Imnrovement ais- tri ct (RID) pursuant to RCW 36.88, at such time as a di strict may be formed or any Road Improvement Project sanctioned by Spokane Count,y, which invo1 ves the 1 ands herei n descri bed . The owners, thei r he7 rs , a nd assiqns further agree not to appose or protest any leqal assessments far said Road improvement District (RID) estsblished pursuant to RCW 36.88. It is further agr-eed that at such time as an RID is created or anv Road Improvement Pro,ject i ssanctioned by Spokane County, the imorovements required (curb, sidewalk, drainage cantro7 and paving to existinq pave- ment ) wi 1l be at the sole expense of the undersigned owner, thei r hei rs, • grantees and assigns. These cnnditions and statements apply to the follvwing described property: 02542 - 4808 Vie ~Arest 160 feet of Block 32, TRENTWODD 0ECHA-RDS, as ger plat thereaf recnr.ded in Volume "Ni" of P].ats, Fage 16, in Spokane County, Washingtan; EXCEPT the North 200 feet thereof. These requ7 rernents are and shall run wi th the 1 and and shal1 be bi ndi nn upon the owners, thei r hei rs , successvrs or a ssi gns. ~ Dd~~d "'/z ~ - ~ Riahard L. Ross ~ X STATE 0F WASHINGTON ~ ss CQUNTY OF SPOKAN~ ~ t h i s dd,]I of 19 befD1"e me peY`SoT1ally a C]pE,'a!'"`ed FichAd L. RiDss known to me to the the i ndi vi dual (s) who executed the forego i nq i nstrument and acknow1 edged the said i nstrarment to be the free and vol untary act and deed of 5az d i ndivi dual(s far the uses and purposes herei n mentioned. lN WITNESS WHEREOF, I have hereunto set m,y hand and affixed mLv afficial sea7 the day and ,year fi rst above wri tten. , 6`` 5 + -x Y ar ti ~cr• rev w , ~ 6 r(IR) I!/ ~ C o~~ntJ..,;~;TIgit»e-~ Nb-far~-Public, I~ ak - ~ ~f5t6 te vf Washinqton, resid~~-'c~no~Ca'ne' ~ •w.., . YYSA ~ sI#iilgLV11• JU 17 Ip f~ • ~ ~ ~ k . r- Wil,~: i~1001141k{~~# tptx OOUNTI, -0~p1TY R1'~ 1/1 /85 r\:'bq CCIL0T'%__~ I'IQ~JSi3 };x-x . . 6 ~ ~ ~ l ~c - - , . ~JO'11'70zS3 F~~~ Z~A.AF a r1o. ~`I N o . 6 FAR ;E L No. Ci ? NOT1(;E TO THE PtJBLIC ~~z,/ PU R P03E y,° A .KNOW ALL MEN BY THESE PRESENTS, That Richard U. Ross Yfl P;+GE 1~t being the owners of the followinp described lands in consideration of mutual benefits to be hereafter derived do for themselves, their heirs, arantees and assigns, hereby agree to the following: . Join and participate in the formation of a County Road Imnrovement Dis- trict (RID) pursuant tn RCW 36.88, at such time as a district may be formed or any Road Improvement Project sanctioned by Spokane County, which involves tne lands herein described. The owners, their heirs, and assiqns further agree not to oppose or protest any legal assessments for said Road Improvemen* District (RID) estublished pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or anv Road Improvement Project is sanctioned by Spokane County, the imorovements required (curb, sidewalk, drainage control and paving to existinq pave- ment) will be at the sole expense of the undersiqned owner, their heirs, grantees and assigns. These conditions and statements apply to the followinq described property: C2 542 - 48Q8 'Phe i•1est 160 feet of Block 32, TREIdTjd00D ORCHARDS, as per plat thereof recorded in TJolume "Pfi" of Plats, Page 16, in 5pokane County, j•lashington; EY.CEFT 4Che r%'orth 200 feet thereof. These requirements are and shall run with the land and shall be bindino upon the owners, their heirs, successors or assigns. . I • Da t ed i /z % l~l e"e'z Ai Riahard L. Ross X STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) , On thi s/„%day of a 19 before me personal 1y appeared I?ichAd L. Ross known to me to the the individual(s) who executed the foregoinq instrument and acknowledqed the said instrument to be the free and voluntary act and deed of said individual(s), for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ♦ ~ •a. '1 a°1 v 1 ^ P ` ,r• , Cc~n*,y„~~u~i.neer Nbtary Publ ic, In dF~ 01'Stdte of Washinqton, resika'ne, 46 Washi nqton. s ~ILI:I~N cc~N~NI►C. A1l011'UEk • bP-oxAk ~a0IIYYY, WASN. R/W 1 /l /85 ; R1~~fl _ ~ Wk - - - ~ ° ~ ~ ~ ~ ~i _ ~ ~ . , r. i+ II ~ _ -~I I , - - " ~.t