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Call for bids for the Chehalis Ridge Radio Site BEFORE THE BOARD OF COUNTY COMMISSIONERS LEWIS COUNTY, WASHINGTON IN THE MATTER OF: RESOLUTION NO. 21-288 CALL FOR BIDS FOR THE CHEHALIS RIDGE RADIO SITE WHEREAS, Lewis County operates several Public Safety Radio sites throughout Lewis County including a tower in Chehalis serving city law and fire services; and WHEREAS, the Chehalis site is located on private property and the owner wishes it removed and it is not located in the most effective location to provide radio services throughout the area; and WHEREAS, Lewis County has purchased property and had engineered plans and specifications developed to provide this service from a more effective location, has obtained permits and licenses for the new location and is now prepared to construct a new tower and support building for this purpose. NOW THEREFORE BE IT RESOLVED Lewis County issue a Call for Bids for the Chehalis Ridge Radio Site Project; and NOW THEREFORE BE IT FURTHER RESOLVED that the Internal Services Department in partnership with the E911 Communications Department prepare and issue bid documents for the aforementioned project. DONE IN OPEN SESSION this 10th day of August, 2021. Page 1 of 2 Res. 21-288 APPROVED AS TO FORM: BOARD OF COUNTY COMMISSIONERS Jonathan Meyer, Prosecuting Attorney LEWIS COUNTY, WASHINGTON Kevin McDowell. Gary Stamper By: Kevin McDowell, Gary Stamper, Chair Deputy Prosecuting Attorney ATTEST: •'�°""'Y"As;• Lindsey R. Pollock, DVM •v O�PIlD OF . SXNC6 Ldsey R. Pollock, DVM, Vice Chair 8 45 • Rieva Lester Sean D. Swope Rieva Lester, Sean D. Swope, Commissioner Clerk of the Lewis County Board of County Commissioners Page 2 of 2 Res. 21-288 CALL FOR BIDS NOTICE CALL FOR BIDS For Lewis County Chehalis Ridge Radio Site Project Lewis County is soliciting bids from qualified firms to provide bids for the construction of a radio site and tower for the public Safety radio network. Firms desiring consideration shall submit a complete bid package based on the plans and specifications on file to Lewis County Clerk of the Board, 351 NW North Street, Room 210,Chehalis, WA 98532 by 3:00 PM on September 2, 2021. For more information about the project, please contact Lewis County Capital Facilities Manager, Doug Carey at Doug.Carey@lewiscountywa.gov. Lewis County is an equal opportunity and affirmative action employer. Minority-and women-owned firms are encouraged to submit bids. 11 DATED this i6 ~day of August, 2021 •• •,gC�UN�I • 6%,/BOARD F 94,•• • y• •O . 41 SINCE ;�: • •`91845 �;• Clerk of the Board of County Commissioners • Nt‘‘e". ▪��y,Y cb�`o• O • ••CTON.S 13 C•. Lewis County, WA PUBLISH: Chronicle-August 10 and 17, 2021 Seattle Daily Journal of Commerce-August 10, 2021 Lewis County Web Site https://lewiscountywa.gov/departments/central- services/facilities/facilities-call for-bids/ 1 . CALL FOR BIDS CALL FOR BIDS NOTICE CALL FOR BIDS For Lewis County Chehalis Ridge Radio Site Project Lewis County is soliciting bids from qualified firms to provide bids for the construction of a radio site and tower for the public Safety radio network. Firms desiring consideration shall submit a complete bid package based on the plans and specifications on file to Lewis County Clerk of the Board, 351 NW North Street, Room 210, Chehalis, WA 98532 by 3:00 PM on September 2, 2021. For more information about the project, please contact Lewis County Capital Facilities Manager, Doug Carey at Doug.Carey@lewiscountywa.gov. Lewis County is an equal opportunity and affirmative action employer. Minority- and women-owned firms are encouraged to submit bids. DATED this day of August, 2021 Clerk of the Board of County Commissioners Lewis County, WA PUBLISH: Chronicle—August 10 and 17, 2021 Seattle Daily Journal of Commerce—August 10, 2021 Lewis County Web Site https://lewiscountvwa.gov/departments/central-services/facilities/facilities-call- for-bids/ Bids Due: 3:00 PM, September 2, 2021 SEALED BIDS MUST BE DELIVERED BY OR BEFORE 3:00 P.M. on Thursday, September 2, 2021. (Lewis County official time is displayed on Mitel phones in the BOCC Office. Bids submitted after 3:00 PM will not be considered for this project.) INSTRUCTIONS TO BIDDERS FOR LEWIS COUNTY FACILITIES CONSTRUCTION PROJECTS PART 0—GENERAL CONDITIONS 0.01 EXPLANATION TO PROSPECTIVE BIDDERS A. Any prospective bidder desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must submit a request in writing to the Architect/Engineer (A/E) or owner if no A/E, 7 calendar days before the bid due date. Oral explanations or instructions given before the award of a contract will not be binding. Any information given a prospective bidder concerning a solicitation will be furnished promptly to all other prospective bidders by addendum to the solicitation, if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective bidders. B. In accordance with the legislative findings and policies set forth in Chapter 39.19 RCW, the State of Washington encourages participation in all of its contracts by MWBE firms certified by the Office of Minority and Women's Business Enterprises (OMWBE). Participation may be either on a direct basis in response to this invitation or as a subcontractor to a bidder. However, unless required by federal statutes, regulations, grants, or contract terms referenced in the contract documents, no preference will be included in the evaluation of bids, no minimum level of MWBE participation shall be required as a condition for receiving an award, and bids will not be rejected or considered non-responsive on that basis. C. Any affirmative action requirements set forth in federal regulations or statutes included or referenced in the contract documents will apply. D. In accordance with RCW 39.04.320, the State of Washington requires 15% Apprenticeship Participation for all projects estimated to cost one million dollars or more. On applicable projects, the bid advertisement and Bid Proposal form shall establish a minimum required percentage of apprentice labor hours compared to the total labor hours. Bidders may contact the Department of Labor and Industries, Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530, by phone (360) 902-5320, and e-mail at thum235@lni.wa.gov, to obtain information on available apprenticeship programs. 0.02 PREPARATION OF BIDS —CONSTRUCTION A. Bids must be: (1) submitted on the bid proposal forms, or copies of forms, furnished by the Owner or the Owner's agent, and (2) signed in ink. The person signing a bid must initial each change appearing on any bid form. If the bid is made by a corporation, it shall be signed by the corporation's authorized designee. The address of the bidder shall be typed or printed on the bid form in the space provided. B. The bid form may require bidders to submit bid prices for one or more items on various bases, including: (1) lump sum base bid; (2) lump sum bid alternate prices; (3) unit prices; or (4) any combination of items (1) through (3) above. C. If the solicitation includes alternate bid items, failure to bid on the alternates may disqualify the bid. If bidding on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted. D. Substitute bid proposals will not be considered unless this solicitation authorizes their submission. 0.03 BID GUARANTEE A. When the sum of the base bid plus all additive bid alternates is $35,000.00 or less, bid security is not required. When the sum of the base bid plus all additive alternates is greater than $35,000.00, a bid guarantee in the amount of 5% of the base bid amount is required. Failure of the bidder to provide bid guarantee when required shall render the bid non-responsive. B. Acceptable forms of bid guarantee are: A bid bond or postal money order, or certified check or cashier's check made payable to the Lewis County Treasurer. The Owner will return bid guarantees (other than bid bond)to unsuccessful bidders as soon as practicable, but not sooner than the execution of a contract with the successful bidder. The successful bidder's bid guarantee will be returned to the successful bidder with its official notice to proceed with the work of the contract. C. The bidder will allow 60 days from bid opening date for acceptance of its bid by the Owner. The bidder will return to the Owner a signed contract, insurance certificate and bond or bond waiver within 15 days after award of the contract. If the apparent successful bidder fails to sign all contractual documents or provide the bond and insurance as required or return the documents within 15 days after award of the contract, the Owner may terminate the award of the contract. D.. In the event a bidder discovers an error in its bid following the bid opening, the bidder may request to withdraw its bid under the following conditions: 1. Written notification is received by the Owner within 24 hours following bid opening. 2. The bidder provides written documentation of the claimed error to the satisfaction of the Owner within 72 hours following the bid opening. The Owner will approve or disapprove the request for withdrawal of the bid in writing. If the bidder's request for withdrawal of its bid is approved, the bidder will be released from further obligation to the Owner without penalty. If it is disapproved, the Owner may retain the bidder's bid guarantee. 0.04 ADDITIVE OR DEDUCTIVE BID ITEMS A. The low bidder, for purposes of award, shall be the responsive bidder offering the low aggregate amount for the base bid item, plus additive or deductive bid alternates selected by the Owner, and within funds available for the project. The bidder agrees to hold all bid alternate prices until bid award and contract execution. 0.05 ACKNOWLEDGEMENT OF ADDENDA A. Bidders shall acknowledge receipt of all addenda to this solicitation by identifying the addenda numbers in the space provided for this purpose on the bid proposal form. Failure to do so may result in the bid being declared non-responsive. 0.06 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK A. The bidder acknowledges that it has taken steps necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and road; (3)uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during the work. The bidder also acknowledges that it has satisfied itself as to character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including exploratory work done by the Owner, as well as from the drawings and specifications made a part of this contract. Any failure of the bidder to take the actions described and acknowledged in this paragraph will not relieve the bidder from responsibility for estimating properly the difficulty and cost of successfully performing the work. 0.07 BID AMOUNTS A. The bid prices shown for each item on the bid proposal shall include all labor, material, equipment, overhead and compensation to complete all of the work for that item. B. The actual cost of building permit (only) and the public utility hookup fees will be a direct reimbursement to the Contractor or paid directly to the permitting agency by the Owner. Fees for these permits should not be included by the Bidder in the bid amount. C. The Bidder agrees to hold the base bid prices until bid award and contract execution. 0.08 TAXES A. The bid amounts shall not include Washington State Sales Tax (WSST). All other taxes imposed by law shall be included in the bid amount. The Owner will include WSST in progress payments. The Contractor shall pay the WSST to the Department of Revenue and shall furnish proof of payment to the Owner if requested. [NOTE: Contractor must bond for contract amount plus the WSST.] 0.09 SUBMISSION OF BIDS A. Bid Proposals must be submitted on or before the time specified in the Advertisement for Bids. B. If the base bid and the sum of the additive alternates is one million dollars or more, the Bid Proposal shall comply with the following requirements: 1. Pursuant to RCW 39.30.060, if the base bid and the sum of the additive alternates is one million dollars or more, the Bidder shall provide names of the Subcontractors with whom the Bidder will subcontract for performance of heating, ventilation and air conditioning (HVAC), plumbing, and electrical. 2. The Bidder can name itself for the performance of the work. 3. The Bidder shall not list more than one Subcontractor for each category of work identified UNLESS Subcontractors vary with bid alternates, in which case the Bidder must indicate which Subcontractor will be used for which alternate. 4. Failure of the Bidder to submit as part of the bid the NAMES of such Subcontractors or to name itself to perform such work shall render the Bidder's bid nonresponsive and, therefore, void. C. The Bid Proposal shall be submitted in a sealed envelope addressed to the office specified in the Advertisement for Bids. The envelope shall have printed on the outside: 1. The project number and description. 2. The name and address of the bidder. 3. Identification as Bid Proposal. D. Prior to the bid opening, the Owner's representative will designate the official bid clock. Any part of the bid proposal or bid modification not received prior to the times specified, per the designated bid clock, will not be considered and the bid will be returned to the bidder unopened. E. A bid may be withdrawn in person by a bidder's authorized representative before the opening of the bids. Bidder(s) representative will be required to show ID and sign on bid summary sheet before it will be released. F. People with disabilities who wish to request special accommodation, (e.g., sign language interpreters, Braille, etc.) need to contact the Owner ten (10) working days prior to the scheduled bid opening. 0.10 BID RESULTS A. After the Bid Opening, Bidders may obtain the tabulation of apparent bids from Lewis County by calling (360) 740-1192 or accessing the project information page on the Lewis County website. 0.11 LOW RESPONSIBLE BIDDER A. If applicable, it is the intent of the Owner to award a contract to the low responsible bidder. In determining the bidder's responsibility, the Owner shall consider an overall accounting of the attached "DIVISION 00 RESPONSIBILITY CRITERIA". Upon Owner's request, the apparent low bidder must supply the requested information within two (2) business days of request by Owner. Withholding information or failure to submit all the information requested within the time provided shall render the bid nonresponsive. If the Owner determines that the apparent low bidder is not responsible, the Owner will notify the bidder of its preliminary determination in writing. Within three (3) days after receipt of the preliminary determination, the bidder may withdraw its bid or request a hearing. The Owner will schedule a hearing within three (3) working days of receipt of the bidder's request. The hearing members will include the Central Services Director, Public Works Director and Central Services Project Manager. The Owner will issue a Final Determination after reviewing information presented at the hearing. The Owner's Final Determination is specific to this project, and will have no effect on other or future projects. B. "SUBCONTRACTOR RESPONSIBILITY CRITERIA" In accordance with SHB 2010 amending RCW 39.04 the Contractor shall include the language of this paragraph in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. The requirements of this paragraph apply to all subcontractors regardless of tier. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: 1. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; 2. Have a current Washington Unified Business Identifier (UBI) number; and if applicable, have: a. Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW; b. A Washington Employment Security Department number, as required in Title 50 RCW; c. A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. An electrical contractor license, if required by Chapter 19.28 RCW; e. An elevator contractor license, if required by Chapter 70.87 RCW. f. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 0.12 CONTRACT AWARD A. The Owner will evaluate bid responsiveness and bidder responsibility. A bid will be considered responsive if it meets the following requirements: 1. It is received at the proper time and place. 2. It meets the stated requirements of the bid proposal. 3. It is submitted by a licensed/registered contractor within the State of Washington at the time of bid opening and is not banned from bidding by the Department of Labor and Industries. 4. It is accompanied by a bid guarantee, if required. A bid will be considered responsible if it meets the following requirements: 1. It meets an overall accounting of the responsibility criteria established for the project. B. The Owner reserves the right to accept or reject any or all bid proposals and to waive informalities that do not affect the essential fairness of the bidding process. C. The Owner may negotiate bid price adjustments with the low responsive bidder, including changes in the contract documents, to bring the bid within the available funding per RCW 39.04.015. D. The apparent low bidder, for purpose of award, shall be the responsive bidder offering the low aggregate amount for the base bid plus selected additive or deductive bid alternates and meeting all other bid submittal requirements. E. The Contract will only become effective when signed by the Owner. Prior to the Owner's signature, any and all costs incurred shall be the sole responsibility of the bidder. Division 00 Responsibility Criteria Low Responsible Bidder It is the intent of the Owner to award a contract to the low responsible bidder. In determining the bidder's responsibility, the Owner shall consider an overall accounting of the items listed below. The bidder must submit the following information, demonstrating that they meet the listed criteria: 1. Capacity Category Required Information / Criteria o Current Workload On a separate sheet, list all the major projects your firm has in progress or are projected to commence during the next 6 months, giving the name of project, Owner, architect, contract amount, percentage complete and scheduled completion date. Failure to list all major projects shall render the bid non- responsive. List the current or projected workload for the next 12 months including this Contract, expressed in total contract value. List actual contracted workload for the previous 12 months, expressed in total contract value. The bidder's current or projected workload, during the life of this contract, shall not exceed 150% of the actual contracted workload over the previous 12 months unless the bidder can demonstrate to the Owner's satisfaction that it has the capacity to assume the additional work of this project, provide adequate staffing, and meet project demands. 2. Previous Experience Category Required Information / Criteria o List of Completed Projects On a separate sheet, list all the major projects ($75,000 and above) your firm has completed in each of the past five (5) years, giving the name of project, Owner (contact name and phone numbers, architect (contact name and phone numbers), contract amount, date of completion and percentage of the cost of the work performed with your own forces. This information will be used for references. El Experience of Superintendent Submit resume and references if different than or Project Manager above, of the person proposed by the bidder to superintend the work. This person shall have managed projects of similar complexity and similar size, and successfully completed the project within the last three (3) years. Superintendent and/or Project Manager shall not be replaced on the project without full consent of the Owner. El Equipment Submit affidavit that firm has equipment necessary to perform all phases of work, including HMA pavers, planning or grinding machines, asphalt saws, etc. El 3. Ability to Perform Within Time Specified Category Required Information / Criteria El Contractor's Ability to Meet the On a separate sheet, list the project titles, original Project Schedule contract time, and change order time extensions for three specific projects. Bidder shall document that it achieved substantial completion of three previous projects of similar size and scope within no more than 105% of the final contracted time for completion (including change ordered adjustments). 4. References Category Required Information / Criteria O References from Owners of Owner will check references by contacting owners of Previous Projects previous projects on bidder's performance over the last five years. On average, such references shall be satisfactory or better on a five category scale with "satisfactory" at mid scale. A reference score sheet will be utilized for rating completed projects of similar scope and value. El Public Agency Debarment Bidder shall not have been debarred by any Public agency within the last two (2) years. The apparent low bidder must provide the above required information within two (2)working days of receiving Owner notification. Failure to submit such information to the satisfaction of the Owner within the time provided shall render the bid non-responsive. If the Owner determines that the apparent low bidder is not responsible, the Owner will notify the bidder of its preliminary determination in writing. Within three (3) days after receipt of the preliminary determination, the bidder may withdraw its bid or may request a hearing. The Owner will schedule a hearing within three (3) working days of receipt of the bidder's request. The Owner will issue a Final Determination after reviewing information presented at the hearing. The Owner's Final Determination is specific to this project, and will have no effect on other or future projects. 2 • DOCUMENT CHECK LIST (Lewis County Forms Only) The following items must be returned in the completed bid package: 1. Signed Bid Form 2. Bid Security (Bid Bond, Cashiers Check) 3. Signed Non-Collusion Affidavit 3 . Project Scope and Specifications SCOPE OF WORK This project will construct for Lewis County Communications a new public safety radio site as per drawings and specifications developed by Cushing Civil Engineers (attached herein by reference). This project includes all the labor and materials necessary to provide a complete operational radio site including, site prep, provision and erection of monopole tower, radio/generator building, site fencing. Owner will provide and install generator, A/C, and radio equipment in shed. In addition to above, the contractor will be responsible for maintaining and repairing private access road to site to allow construction activities to take place and to repair any damage caused by construction activities. Site prep spoils may be stored on site in areas identified by County. Pre-Bid walkthrough scheduled for Tuesday, August 24, 2021 Project to be completed by April 30, 2022. Location ,...,. 2, ;..,,,.1 , [Y v ..,.., ,,,, .., -. . .... . .4, ,..,. ...,, , ,..,,, , so,.; .... - rilL' 4'-- s'-*, r. -..... lit'-1 t-1. ,- '9., ,, ..„; , ." '.:""..,,-;,' ' ,,,kti 7°,,... .‘''' . • 161 s j Y In s a ` A 1� ,. s' s ` y r ♦ — A. I 1 r T t., - - ,- " z If tirli . i r. ay.1 __;o ii , .. � Y 'tit. r • } { 1 la i'S3 Mr Ili - f, ,,,,_ , - , M fff µ 7 \ , .- -, . 4 mai! 'in, , , . . IWI i Z il. ii, tT ,iffa iQ N .gar ;t..._ I 1 F -- •. ��' • e 04.di-71. to---"---- t 1 , . ,z.-., Lit,' .. .1,,,,.., .. 4,114 .iii„,tsivitt.4::. le,..:,. . 4,,,,,,,,:.% Construction Entrance Exhibit B- Compensation Compensation will be made in the amount of$ , plus Washington State Sales Tax upon completion of contract. Progress payments may be made at County's discretion upon County's approval of Contractor's invoices, to the extent that said invoices reflect the completion of project milestones by the Contractor (milestones are points at which significant components of the project have been completed and at which tangible project deliverables of material value have been received by the County). 4 . LEWIS COUNTY AGREEMENT GENERAL TERMS AND CONDITIONS AGREEMENT EFFECTIVE DATE: , hereinafter called CONTRACTOR, and LEWIS COUNTY, hereinafter called COUNTY, agree as set forth in this Agreement, including: Scope of Work, Specifications, Compensation, Bid Response forms, General and Special Conditions, copies of which are attached hereto and incorporated herein by this reference as fully as if set forth herein. Project: Chehalis Ridge Radio Project,#31-1617 Bid Price(with accepted alternates: $ The term of this Agreement shall commence upon the date of execution as shown above. This agreement may be renewed or terminated upon written notice provided either by the County or the service provider thirty(30) or more days prior to the effective date of renewal or termination. CONTRACTOR acknowledges and by signing this contract agrees that the Indemnification provisions set forth in Paragraphs 5, 7, 14, 15, 16, 21, 22, and 25, are totally and fully part of this contract and have been mutually negotiated by the parties. IN WITNESS WHEREOF, the parties have executed this Agreement this day of CONTRACTOR: LEWIS COUNTY Erik Martin Lewis County, County Manager Title of Signatory Authorized by the firm By Laws Mailing Address: Approved as to Form Only: Jonathan Meyer, Prosecuting Attorney By: Deputy Prosecuting Attorney UBI or Contractors License# Federal Business Tax ID No. GENERAL CONDITIONS 1. Scope of Contractors Services: The Contractor agrees to provide to the County services and any material set forth in the project narrative identified as Exhibit"A"during the agreement period. No material,labor, or facilities will be furnished by the County,unless otherwise provided for in the Agreement. 2. Accounting and Payment for Contractor Services: Payment to the Contractor for services rendered under this Agreement shall be as set forth in Exhibit "B". Where Exhibit "B" requires payments by Lewis County, payment shall be based upon billings, supported unless otherwise provided in Exhibit "B", by documentation of units of work actually performed and amounts earned, including where appropriate, the actual number days worked each month,total number of hours for the month, and total dollar payment requested. Unless specifically stated in Exhibit "B" or approved in writing in advance by the official executing this Agreement for Lewis County (hereinafter referred to as the "Contracting Officer"), the County will not reimburse the Contractor for any costs or expenses incurred by the Contractor in the performance of this contract. Where required, the County shall, upon receipt of appropriate documentation, compensate the Contractor, no more often than weekly; through the County voucher system for the Contractor's service pursuant to the fee schedule set forth in Exhibit"B". 3. Assignment and Subcontracting: No portion of this contract may be assigned or subcontracted to any other individual,firm or entity without the express and prior written approval of the Contracting Officer or as set forth in Exhibit"A". 4. Labor Standards and Contract Assistance: The Contractor shall comply with the provisions of the Lewis County Contract and Procurement Assistance Program as applicable,attached hereto as"Special Conditions". 5. Independent Contractor: The Contractor's services shall be furnished by the Contractor as an independent Contractor and nothing herein contained shall be construed to create a relationship of employer-employee or master-servant, but all payments made hereunder and all services performed shall be made and performed pursuant to this Agreement by the Contractor as an independent Contractor. The Contractor acknowledges that the entire compensation for this Agreement is specified in Exhibit "B" and the Contractor is not entitled to any County benefits including,but not limited to: vacation pay, holiday pay, sick leave pay,medical,dental, or other insurance benefits,or any other rights or privileges afforded to Lewis County employees. Contractor will defend, indemnify and hold harmless the County, its officers, agents or employees from any loss or expense, including but not limited to settlements,judgments, setoffs, attorneys' fees or costs incurred by reason of claims or demands because of breach of the provisions of this paragraph. 6. No Guarantee of Employment: The performance of all or part of this contract by the Contractor shall not operate to vest any employment rights whatsoever and shall not be deemed to guarantee any employment of the Contractor or any employee of the Contractor or any subcontractor or any employee of any subcontractor by the County at the present time or in the future. 7. Taxes: The Contractor understands and acknowledges that the County will not withhold Federal or State income taxes. Where required by State or Federal law, the Contractor authorizes the County to make withholding for any taxes other than income taxes (i.e., Medicare). All compensation received by the Contractor will be reported to the Internal Revenue Service at the end of the calendar year in accordance with the applicable IRS regulations. It is the responsibility of the Contractor to make the necessary estimated tax payments throughout the year, if any, and the Contractor is solely liable for any tax obligation arising from the Contractor's performance of this Agreement. The Contractor hereby agrees to indemnify the County against any demand to pay taxes arising from the Contractor's failure to pay taxes on compensation earned pursuant to this Agreement. The County will pay sales and use taxes imposed on goods or services acquired hereunder as required by law. The Contractor must pay all other taxes including, but not limited to: Business and Occupation Tax, taxes based on the Contractor's gross or net income, or personal property to which the County does not hold title. The County is exempt from Federal Excise Tax. 8. Regulations and Requirement: This Agreement shall be subject to all laws,rules,and regulations of the United States of America,the State of Washington,and political subdivisions of the State of Washington,and to any other provisions set forth in Special Conditions. 9. Prevailing Wages Contractor shall pay the prevailing rate of wages to all workers,laborers,or mechanics employed in the performance of any part of the Work in accordance with RCW 39.12 and the rules and regulations of the Department of Labor and Industries. The schedule of prevailing wage rates for the locality or localities of the Work,is determined by the Industrial Statistician of the Department of Labor and Industries.It is the Contractor's responsibility to verify the applicable prevailing wage rate. Each Application for Payment submitted by Contractor shall state that prevailing wages have been paid in accordance with the pre-filed statement(s)of intent,as approved. Copies of the approved intent statement(s) shall be posted on the job site with the address and telephone number of the Industrial Statistician of the Department of Labor and Industries where a complaint or inquiry concerning prevailing wages may be made. In compliance with chapter 296-127 WAC, Contractor shall pay to the Department of Labor and Industries the currently established fee(s)for each statement of intent and/or affidavit of wages paid submitted to the Department of Labor and Industries for certification. 10. Right to Review: This contract is subject to review by any Federal or State auditor. The County or its designee shall have the right to review and monitor the financial and service components of this program by whatever means are deemed expedient by the Contracting Officer. Such review may occur with or without notice,and may include,but is not limited to,on-site inspection by County agents or employees,inspection of all records or other materials which the County deems pertinent to the Agreement and its performance, and any and all communications with or evaluations by service recipients under this Agreement. The Contractor shall preserve and maintain all financial records and records relating to the performance of work under this Agreement for 3 years after contract termination, and shall make them available for such review, within Lewis County, State of Washington,upon request. 11. Modifications: Either party may request changes in the Agreement. Any and all agreed modifications shall be in writing, signed by each of the parties. 12. Termination for Default: If the Contractor defaults by failing to perform any of the obligations of the contract or cannot perform because of regulatory order or failure to comply with regulatory requirements, including but not limited to applicable licensing laws, or becomes insolvent or is declared bankrupt or commits any act of bankruptcy- or insolvency or make an assignment for the benefit of creditors, the County may, by depositing written notice to the Contractor in the U.S. mail, postage prepaid, terminate the contract, and at the County's option, obtain performance of the work elsewhere. If the contract is terminated for default, the Contractor shall not be entitled to receive any further payments under the contract until work called for, as may be applicable under Exhibit"A", has been fully performed. Any extra cost or damage to the County resulting from such default(s) shall be deducted from any money due or coming due to the Contractor. The Contractor shall bear any extra expenses incurred by the County in completing the work, as may be applicable under Exhibit "A", including all increased costs for completing the work, and all damage sustained,or which may be sustained by the County by reason of such default. If a notice of termination for default has been issued and it is later determined for any reason that the Contractor was not in default, the rights and obligations of the parties shall be the same as if the notice of termination had been issued pursuant to the Termination for Public Convenience paragraph hereof. 13. Termination for Public Convenience: The County may terminate the contract in whole or in part whenever the County determines, in its sole discretion, that such termination is in the interests of the County. Whenever the contract is terminated in accordance with this paragraph, the Contractor shall be entitled to payment for actual work performed at unit contract prices for completed items of work. An equitable adjustment in the contract price for partially completed items of work will be made,but such adjustment shall not include provision for loss of anticipated profit on deleted or uncompleted work. Termination of this contract by the County at any time during the term, whether for default or convenience, shall not constitute a breach of contract by the County. 14. Insurance Coverage: Contractor shall provide the following types and amounts of insurance: 1. Commercial General Liability Insurance using Insurance Services Office"Commercial General Liability"policy form CG 00 01,with an edition date prior to 2004,or the exact equivalent. Coverage for an additional insured shall not be limited to its vicarious liability.Defense costs must be paid in addition to limits.Limits shall be no less than$1,000,000 per occurrence for all covered losses and no less than$2,000,000 general aggregate. 2. Workers' Compensation on a state-approved policy form providing statutory benefits as required by law with employer's liability limits no less than$1,000,000 per accident for all covered losses. 3. Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including owned,non- owned and hired autos,or the exact equivalent.Limits shall be no less than$1,000,000 per accident, combined single limit.If Contractor owns no vehicles,this requirement may be satisfied by a non- owned auto endorsement to the general liability policy described above.If Contractor or Contractor's employees will use personal autos in any way on this project,Contractor shall obtain evidence of personal auto liability coverage for each such person. Excess or Umbrella Liability Insurance(Over Primary)if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Such policy or policies shall include as insureds those covered by the underlying policies,including additional insureds. Coverage shall be"pay on behalf',with defense costs payable in addition to policy limits.There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to County for injury to employees of Contractor, subcontractors or others involved in the Work.The scope of coverage provided is subject to approval of County following receipt of.proof of insurance as required herein. Policy or polices must list Lewis County as"primary,non-contributory"additionally insured. 15. Defense &Indemnity Agreement. To the fullest extent permitted by law,the Contractor agrees to indemnify,defend and hold the County and its departments,elected and appointed officials,agents,and volunteers,harmless from and against any and all claims,damages,losses and expenses,including but not limited to court costs,attorney's fees and alternative dispute resolution costs which 1)are caused in whole or in part by any act or omission, negligent or otherwise,of the Contractor,its employees,agents or volunteers,and/or Contractor's subcontractors and their employees, agents or volunteers; or 2)are directly or indirectly arising out of, resulting from or in connection with performance of this Agreement; or 3)are based upon the Contractor's or its subcontractors' use of,presence upon or proximity to the property of the County. Contractor's indemnity obligations shall extend to,but shall not be limited to,claims for any personal injury,for any bodily injury, sickness,disease or death and for any damage to or destruction of any property(including the loss of use resulting therefrom). This indemnification obligation of the Contractor shall not apply if the claim,damage,loss or expense is caused by the sole negligence of the County.In the event of the concurrent negligence of the Contractor, its subcontractors,employees or agents,and the County,its employees or agents,this indemnification obligation of the Contractor shall be valid and enforceable only to the extent of the negligence of the Contractor,its subcontractors,employees and agents.This indemnification obligation shall not be limited in any way by the Washington State Industrial Insurance Act,RCW Title 51,or by application of any other workmen's compensation act,disability benefit act or other employee benefit act,and the Contractor hereby expressly waives any immunity afforded by such acts. The foregoing indemnification obligations of the Contractor are a material inducement to County to enter into this Agreement,are reflected in the Contractor's compensation, and have been mutually negotiated by the Parties. 16. Participation by County—Right to participate; Survival of Contractor's Indemnity Obligations; Indemnity for Subcontractors. The County reserves the right,but not the obligation,to participate in the defense of any claim,damages, losses or expenses and any such participation shall not constitute a waiver of Contractor's indemnity obligations under this Agreement. The Contractor agrees all Contractor's indemnity obligations shall survive the completion,expiration or termination of this Agreement. In the event the Contractor enters into subcontracts to the extent allowed under this Agreement,the Contractor shall include as a requirement in each such contract that Contractor's subcontractors shall indemnify the County on a basis equal to or exceeding Contractor's indemnity obligations to the County. 17. Venue and Choice of Law: In the event that any litigation should arise concerning the construction or interpretation of any of the terms of this Agreement, the venue of such action of litigation shall be in the courts of the State of Washington in and for the County of Lewis. This Agreement shall be governed by the law of the State of Washington. 18. Withholding Payment: In the event the Contractor has failed to perform any substantial obligation to be performed by the Contractor under this Agreement and said failure has not been cured within the times set forth in this Agreement, then the County may, upon written notice, withhold all monies due and payable to Contractor, without penalty,until such failure to perform is cured or otherwise adjudicated. 19. Payment and Performance Bond Payment and performance bonds for 100%of the Contract Sum,including all Change Orders and state sales tax, shall be furnished for the Work,and shall be in a form acceptable to the Owner. No payment or performance bond is required if the Contract Sum is$35,000 or less and Contractor agrees that Owner may,in lieu of the bond,retain 50%of the Contract Sum for the period allowed by RCW 39.08.010. 20 Future Non-Allocation of Funds: If sufficient funds are not appropriated or allocated for payment under this contract for any future fiscal period, the County will not be obligated to make payments for services or amounts incurred after the end of the current fiscal period. No penalty or expense shall accrue to the County in the event this provision applies. 21. Contractor Commitments,Warranties and Representations: Any written commitment received from the Contractor concerning this Agreement shall be binding upon the Contractor, unless otherwise specifically provided herein with reference to this paragraph. Failure of the Contractor to fulfill such a commitment shall render the Contractor liable for damages to the County. A commitment includes, but is not limited to any representation made prior to execution of this Agreement, whether or not incorporated elsewhere herein by reference, as to performance of services or equipment,p6ces or options for future acquisition to remain in effect for a fixed period, or warranties. 22. Patent/Copyright Infringement: Contractor will defend and indemnify the County from any claimed action,cause or demand brought against the County,to the extent such action is based on the claim that information supplied by the Contractor infringes any patent or copyright.The Contractor will pay those costs and damages attributable to any such claims that are finally awarded against the County in any action. Such defense and payments are conditioned upon the following: a. That Contractor shall be notified promptly in writing by County of any notice of such claim. b. Contractor shall have the right, hereunder, at its option and expense, to obtain for the County the right to continue using the information in the event such claim of infringement is made, provided no reduction in performance or loss results to the County. 23. Disputes: A. General Differences between the Contractor and the County, arising under and by virtue of the Contract Documents shall be brought to the attention of the County at the earliest possible time in order that such matters may be settled or other appropriate action promptly taken. Except for such objections as are made of record in the manner hereinafter specified and within the time limits stated, the records, orders, rulings, instructions, and decisions of the Contracting Officer, shall be final and conclusive. B. Notice of Potential Claims The Contractor shall not be entitled to additional compensation which otherwise may be payable, or to extension of time for(1) any act or failure to act by the Contracting Officer or the County,or (2)the happening of any event or occurrence,unless the Contractor has given the County a written Notice of Potential Claim within 10 days of the commencement of the act, failure, or event giving rise to the claim, and before final payment by the County. The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation or extension of time is due, the nature of the cost involved, and insofar as possible, the amount of the potential claim. Contractor shall keep full and complete daily records of the Work performed, Labor and material used,and all costs and additional time claimed to be additional. C. Detailed Claim The Contractor is not entitled to claim any such additional compensation, or extension of time, unless within 30 days of the accomplishment of the portion of the work from which the claim arose, and before final payment by the County, the Contractor has given the County a detailed written statement of each element of cost or other compensation requested and of all elements of additional time required, and copies of any supporting documents evidencing the amount or the extension of time claimed to be due. 24. Ownership of Items Produced: All writings, programs, data, public records or other materials prepared by the Contractor and/or its consultants or subcontractors, in connection with the performance of this Agreement shall be the sole and absolute property of the County. 25. Confidentiality: In the event that the Contractor comes in contact with or obtains knowledge of confidential information, the Contractor shall maintain the confidentiality of all obtained information provided by the County or acquired by the Contractor in performance of this Agreement, except upon the prior written consent of the Lewis County Prosecuting Attorney or an order entered by a court after having acquired jurisdiction over the County. Contractor shall immediately give to the County notice of any judicial proceeding seeking disclosure of such information. Contractor shall indemnify and hold harmless the County, its officials, agents or employees from all loss or expense, including, but not limited to settlements,judgments, setoffs, attorneys'fees and costs resulting from Contractor's breach of this provision. 26. Notice: Except as set forth elsewhere in the Agreement, for all purposes under this Agreement, except service of process, notice shall be given by the Contractor to the Contract Manager for whom services are rendered, to wit: Steve Wohld, Chief of Internal Services, 351 NW North Street, Chehalis,Washington 98532-1900. Notice to the Contractor for all purposes under this Agreement shall be given to the address reflected above. Notice may be given by delivery or by depositing in the US Mail,first class,postage prepaid. 27. Severability: If any term or condition of this contract or the application thereof to any person(s) or circumstances is held invalid, such invalidity shall not affect other terms, conditions or applications which can be given effect without the invalid term, condition or application. To this end, the terms and conditions of this contract are declared severable. 28. Waiver: Waiver of any breach or condition of this contract shall not be deemed a waiver of any prior or subsequent breach. No term or condition of this contract shall be held to be waived,modified or deleted except by an instrument,in writing, signed by the parties hereto. 29. Survival: The provisions of this Agreement which by their nature are reasonably intended to survive the expiration of this Agreement shall so survive,including paragraphs 5, 10, 11, 15, 16, 17, 18,21,22,23,24, 25,26, 27, 29, and 30,notwithstanding the termination or invalidity of any other portion of this Agreement for any reason. 30. Entire Agreement: This written contract, including all special provisions and attachments, represents the entire Agreement between the parties and supersedes any prior oral statements, discussions or understandings between the parties. SPECIAL CONDITIONS A. Definitions The COUNTY is the recipient of CONTRACTOR'S services, and at all times acts through its Board of County Commissioners. The Contracting Officer of the COUNTY will be the Director of the Lewis County Chief of Internal Services, or his designee. Contractor Registration The CONTRACTOR agrees and covenants to furnish unto the COUNTY proper evidence that the CONTRACTOR has fully complied with the State Licensing Law. CONTRACTOR shall include his contractor's license number in the space provided on the front page of this Agreement. C. Non-Discrimination(Lewis County Funds) The CONTRACTOR should be aware that public funds are being used to assist in this project. During the performance of this contract, the CONTRACTOR agrees as follows: 1. The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The CONTRACTOR agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this non- discrimination clause. 2. The CONTRACTOR will, in all solicitations or advertisements for employees placed by or on behalf of the CONTRACTOR, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, or national origin. 3. The CONTRACTOR will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, notice to be provided by the agency contracting officer, advising the labor union or worker's representative of the contractor's commitments under Section 202 or Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in a conspicuous place available to employees and applicants for employment. 4. The CONTRACTOR will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations and relevant orders of the Secretary of Labor. 5. The CONTRACTOR will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books and records for purposes of investigation to ascertain compliance with such rules,regulations and orders 6. In the event of the CONTRACTOR'S non-compliance with the non-discrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the contract may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1 965, or by rule,regulation or order of the Secretary of Labor,or as otherwise provided by law. 7. The CONTRACTOR will include the provisions of Paragraphs (1) through (7) in every sub-contract or purchase order unless exempted by rules, regulations or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1 965, so that such provisions will be binding upon each sub-contract or vendor. The CONTRACTOR will take such action with respect to any sub- contract or purchase order as the contracting agency may direct as a means of enforcing such provisions, including sanctions for non-compliance: Provided, however, that in the event the CONTRACTOR becomes involved in, or is threatened with litigation with a sub-contractor or vendor as a result of such direction by the contracting agency, the CONTRACTOR may request the United States to enter into such litigation to protect the interest of the United States. D. Original Specifications It is hereby expressly agreed by and between the parties involved that in any matter, dispute, suit, or proceedings arising or in any way growing out of this contract in which it may be necessary to introduce into evidence the original of such specifications, that a printed copy thereof may be used in lieu thereof with like force and effect as though the original was produced. E. Eight Hour Law and Payment for Labor The CONTRACTOR agrees to comply with RCW chapter 49.28 providing that no laborer, workman or mechanic in the employ of the CONTRACTOR, sub-contractor, or other person doing or contracting to do the whole or any part of the work contemplated by this contract, shall be permitted or required to work more than eight(8) hours in any one calendar day,provided that, in cases of extraordinary emergency, such danger to life or property,the hours of work may be extended, but in such cases the rate of pay for time employed in excess of eight(8) hours of each calendar day shall not be less than one and one-half times the rate allowed for this same amount of time during eight (8) hours' service. Any work necessary to be performed after regular working hours, or Sunday or legal holidays shall be performed without additional expense to the COUNTY. Notwithstanding the above provisions, a CONTRACTOR may enter into an agreement approved by the employees in which the employees may work up to ten(10)hours in a calendar day for not more than four(4)calendar days in a week. CONTRACTOR further agrees that said contract is terminable in case the CONTRACTOR violates the provisions of such act. The CONTRACTOR,and sub-contractors shall further verify that: 1. Contractor had not employed or retained any company or person (other than a full time bona fide employee working solely for the offeror)to solicit or receive this contract; and 2. Contractor has not paid or agreed to pay any company or person (other than a full-time bona .fide employee working solely for the offeror) any fee, commission, percentage, or brokerage fee contingent upon or resulting from the award of this contract; and 3. Contractor has not been asked or otherwise coerced, whether expressed or implied, into contributing funds, for any purpose as a condition to doing business with the COUNTY. It is further agreed that in case any dispute arises as to what are the prevailing wages for the work of a similar nature and such dispute cannot be adjusted by the parties involved, the matter shall be referred for arbitration to the Director of the Department of Labor&Industries of the State and his decision therein shall be final,binding, and conclusive on all parties. F. To the extent applicable, the parties agree that this agreement and CONTRACTOR'S work does not create or imply a license agreement for the use of software, code, or a computer program. CONTRACTOR agrees that COUNTY shall have the sole and exclusive ownership of all rights, title, and interest in all software, written code, computer programs created or written by CONTRACTOR and that COUNTY has the right of unlimited use of the software,code and programs,including reproduction, modification and sale. CONTRACTOR denies any proprietary rights, including copyrights, trademarks, trade secrets,or intellectual property rights,to any software,code or program. G. To the extent applicable, Contractor warrants that the computer code, software, or computer program installed by CONTRACTOR is not patented or copyrighted. CONTRACTOR will defend and indemnify the COUNTY from any claim, cause or demand brought against the COUNTY based upon copyright or patent of the software,computer code, or computer program installed by CONTRACTOR. 5 • Notice PrevailingWage This project has been determined to be "Public Works" as defined by RCW 39.04 and WAC 296-127 and is subject to Washington State Prevailing Wage Laws. Current Prevailing Wage Rates for work performed in Lewis County can be found at https://secure.lni.wa.gov/wagelookup/ These rates may not apply to work performed outside Lewis County. In addition, successful Contractor may be required to produce Certified Payroll Records upon request. 6 . PERFORMANCE BOND PERFORMANCE BOND FOR Bond No. LEWIS COUNTY, WASHINGTON WE, d/b/a (Insert legal name of Contractor) (Insert trade name of Contractor,if any) (hereinafter"Principal"),and (hereinafter "Surety"), are held and firmly bound unto LEWIS COUNTY, WASHINGTON (hereinafter "County"), as Obligee, in an amount (in lawful money of the United States of America)equal to the total compensation and expense reimbursement payable to Principal for satisfactory completion of Principal's work under Contract No. between Principal and County, which total is initially Dollars($ ), for the payment of which sum Principal and Surety bind themselves, their executors, administrators, legal representatives, successors and assigns,jointly and severally, firmly by these presents.. Said contract(hereinafter referred to as "the Contract") is for and is made a part hereof by this reference. The Contract includes the original agreement as well as all documents attached thereto or made a part thereof and amendments, change orders,and any other document modifying,adding to or deleting from said Contract any portion thereof. This Bond is executed in accordance with the laws of the State of Washington, and is subject to all provisions thereof and the ordinances of County insofar as they are not in conflict therewith, and is entered into for the use and benefit of County, and all laborers, mechanics, subcontractors, and materialmen, and all persons who supply such person or persons,or subcontractors,with provisions or supplies for the carrying on of the work covered by Contract No. between the below- named Contractor and County for , a copy of which Contract, by this reference is made a part hereof and is hereinafter referred to as "the Contract." (The Contract as defined herein includes the aforesaid agreement together with all of the Contract documents including addenda, exhibits, attachments, modifications, alterations, and additions thereto, deletions therefrom, amendments and any other document or provision attached to or incorporated into the Contract) THE CONDITION OF THIS OBLIGATION is such that if Contractor shall promptly and faithfully performs the Contract, then this obligation shall be null and void;otherwise it shall remain in full force and effect. THE PARTIES FURTHER ACKNOWLEDGE&AGREE AS FOLLOWS: (1) Surety hereby consents to, and waives notice of, any alteration, change order, or other modification of the Contract and any extension of time made by County, except that any single or cumulative change order amounting to more than twenty-five percent(25%)of the penal sum of this bond shall require Surety's written consent. (2) Surety recognizes that the Contract includes provisions for additions,deletions,and modifications to the work or Contract Time and the amounts payable to Contractor. Subject to the limitations contained in paragraph(1) above, no such change or any combination thereof,shall void or impair Surety's obligation hereunder. (3) Surety shall indemnify, defend and protect County against any claim of direct or indirect loss resulting from the failure: (a) Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor)to faithfully perform the Contract,or (b) Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work. (4) Whenever County has declared Contractor to be in default and County has given Surety written notice of such declaration, Surety shall promptly (in no event more than thirty [30] days following receipt of such notice), specify, in written notice to County,which of the following actions Surety intends to take to remedy such default,and thereafter shall: (a) Remedy the default within fifteen(15)days after its notice to County,as stated in such notice;or (b) Assume within fifteen(15)days following its notice to County, full responsibility for the completion of the Contract in accordance with all of its provisions, as stated in such notice, and become entitled to payment of the balance of the Contract sum as provided in the Contract; or (c) Pay County upon completion of the Contract, in cash, the cost of completion together with all other reasonable costs and expenses incurred by County as a result of Contractor's default, including but not limited to those incurred by County to mitigate its losses, which may include but are not limited to attorneys'fees and the cost of efforts to complete the work prior to Surety's exercising any option available to it under this Bond;or (d) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions,and upon a determination by County and Surety jointly of the lowest responsible bidder, arrange for one or more agreements between such bidder and County, and make available as work progresses (even though there is a default or a succession of defaults under such agreement(s) for completion arranged for under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract price,but not exceeding,including other costs and damages for which Surety may be liable hereunder,the penal sum of this Bond. The term"balance of the Contract price," as used in this paragraph, shall mean the total amount payable by County to Contractor under the Contract,less the amount properly paid by County to Contractor. (5) If County commences suit and obtains judgment against Surety for recovery hereunder, then Surety, in addition to such judgment, shall pay all costs and attorneys' fees incurred by County in enforcement of County's rights hereunder. The venue for any action arising out of or in connection with this bond shall be in Lewis County,Washington. (6) No right or action shall accrue on this Bond to or for the use of any person or corporation other than Lewis County,except as herein provided. (7) No rider, amendment or other document modifies this Bond except as follows, which by this reference is incorporated herein: SURETY'S QUALIFICATIONS:Every Surety named on this bond must appear on the United States Treasury Department's most current list(Circular 570 as amended or superseded) and be authorized by the Washington State Insurance Commissioner to transact business as a surety in the State of Washington. In addition,the Surety must have a current rating of at least A-:VII in A.M.Best's Key Rating Guide. INSTRUCTIONS FOR SIGNATURES: This bond must be signed by the president or a vice-president of a corporation;the managing general partner of a partnership;managing joint venturer of a joint venture;manager of a limited liability company or,if no manager has been designated, a member of such LLC;a general partner of a limited liability partnership;or the owner(s)of a sole proprietorship. If the bond is signed by any other representative, the Principal must attach currently-dated, written proof of that signer's authority to bind the Principal, identifying and quoting the provision in the corporate articles of incorporation,bylaws,Board resolution,partnership agreement,certificate of formation,or other document authorizing delegation of signature authority to such signer, and confirmation acceptable to the County that such delegation was in effect on the date the bond was signed. A NOTARY PUBLIC MUST ACKNOWLEDGE EACH SIGNATURE BELOW. FOR THE SURETY: FOR THE PRINCIPAL: By By: (Signature of Attorney-in-Fact) (Signature of authorized signer for Contractor) (Type or print name of Attorney-in-Fact) (Type or print name of signer for Contractor) (Type or print telephone number for Attorney-in-Fact) (Type or print title of signer for Contractor) STATE OF ) ss: ACKNOWLEDGMENT FOR CONTRACTOR COUNTY OF ) On this day of , ,before me a notary public in and for the State of ,duly commissioned and sworn, personally appeared ,the person described in and who executed the foregoing bond,and acknowledged to me that signed and sealed said bond as the free and voluntary act and deed of the Contractor so identified in the foregoing bond for the uses and purposes therein mentioned,and on oath stated that is authorized to execute said bond for the Contractor named therein. WITNESS my hand and official seal hereto affixed the day and year in this certificate first above written. (Signature of Notary Public) (Print or type name of Notary Public) Notary Public in and for the State of residing at My commission expires SEAL 4 STATE OF ss: ACKNOWLEDGMENT FOR SURETY COUNTY OF On this day of , before me a notary public in and for the State of ,duly commissioned and sworn, personally appeared ,Attorney-in-Fact for the Surety that executed the foregoing bond,and acknowledged said bond to be the free and voluntary act and deed of the Surety for the uses and purposes therein mentioned, and on oath stated that is authorized to execute said bond on behalf of the Surety,and that the seal affixed on said bond or the annexed Power of Attorney is the corporate seal of said Surety.WITNESS my hand and official seal hereto affixed the day and year in this certificate first above written. (Signature of Notary Public) (Print or type name of Notary Public) Notary Public in and for the State of residing at My commission expires SEAL 7 . CERTIFICATE OF INSURANCE EXHIBIT 1 -- INSURANCE COVERAGE REQUIREMENTS ✓ INDICATES WHAT TYPE OF INSURANCE IS REQUIRED TYPE OF INSURANCE LIMITS OF LIABILITY Each Aggregate Occurrence GENERAL LIABILITY ✓ Comprehensive Form Bodily Injury $1,000,000 $2,000,000 ✓ Premises -Operations Property Damage $1,000,000 $2,000,000 Explosion &Collapse Hazard Underground Hazard OR ✓ Products/Completed Operations Hazard ✓ Contractual Insurance Bodily Injury and Property Damage $1,000,000 $2,000,000 Combined Single Limit ✓ Broad Form Property Damage, Incl. Care, Custody Control ✓ Independent Contractors ✓ Personal Injury Personal Injury $1,000,000 $2,000,000 AUTOMOBILE LIABILITY ✓ Comprehensive Form Bodily Injury(Each Person) $1,000,000 V Owned Bodily Injury(Each Accident) $1,000,000 ✓ Hired Property Damage OR $1,000,000 ✓ Non-Owned Bodily Injury& Property Damage $1,000,000 Combined Single Limit EXCESS LIABILITY (Over and above automobile and general liability Umbrella Form Bodily Injury/Property Damage $1,000,000 $1,000,000 Combined OR ✓ Excess Liability Gap Layer $500,000 $500,000 ✓ WORKER'S COMPENSATION and Statutory ✓ EMPLOYER LIABILITY $1,000,000 OTHER Builder's All Risk Amount of Contract Price $ Errors&Omissions (Professional Liability) $500,000 Please indicate: Claims-Made Form: Occurrence Form: Extending Reporting Provisions Avail. The Contractor's insurance company must provide a certificate of insurance on the Lewis County form showing the above required coverage and modified to conform to the following endorsement. The following endorsement must also be signed by the insurer. FORM LEWIS COUNTY WA THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY. 12.16.03Mir CERTIFICATE OF INSURANCE THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE CS-FACIE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED(Legal name and business address) CERTIFICATE HOLDER: CONTRACT NUMBER LEWIS COUNTY,WASHINGTON DEPT.OF CENTRAL SERVICES LEWIS COUNTY HISTORICAL COURTHOUSE DATE ISSUED: 351 N.W.NORTH STREET CHEHALIS,WASHINGTON 98532 PROJECT DESCRIPTION/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS: This is to certi that .olicies of Insurance listed below have been issued to the Insured named above for the .olic .eriod indicated. CO TYPE OF INSURANCE POLICY NUMBER Date Policy Date Policy ALL LIMITS IN THOUSANDS LTR Effective Expires (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY General Aggregate $ Commercial General Liability Products Comp/Ops Aggregate $ IClaims Made ED Occurrence Personal&Advertising Injury $ Owner's&Contractors Protection Each Occurrence $ Fire Damage(Any One Fire) $ Deductible $ Medical Expense(Any One Person) $ AUTOMOBILE LIABILITY Any Auto CSL $ All Owned Autos Bodily Injury _ Scheduled Autos (per person) $ Hired Autos Bodily Injury _ Non-Owned Autos (per accident) $ • Garage Liability Property Deductible $ Damage $ EXCESS LIABILITY Each Occurrence Aggregate Other Than Umbrella Form $ $ WORKERS STATUTORY COMPENSATION $ (Each Accident) $ (Disease Policy Limit) AND $ (Disease-Each Employee) EMPLOYER'S LIABILITY OTHER ADDITIONAL PROVISIONS LEWIS COUNTY is included as"primary,non-contributory"additionally insured as related to the above-mentioned project. Should any of the above described policies be cancelled before the expiration date thereof,the issuing Company must deliver or mail not less than 45 days written notice to the above Certificate Holder,per RCW 48.18.290 COMPANIES AFFORDING COVERAGE ISSUING COMPANY,AGENT OR REPRESENTATIVE NOTE: Attach a separate sheet to this certificate giving all the company names and their percentage of coverage,if NAME. clarification is needed, A ADDRESS: B Authorized S gnature C Title D Signat ire Date SigiVe Name - E Telephone No. 8 . NON-COLLUSION AFFIDAVIT NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON COUNTY OF Lewis County ie undersigned, being duly sworn, deposes and says that the person, firm, association, co-partnership or corporation herein med, has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any tion in restraint of free competitive bidding in the preparation and submission of a proposal to LEWIS COUNTY for nsideration in the award of a contract on the improvement described as follows: Chehalis Ridge Radio Site Project#31-1617 irther, that this bid is not a sham or collusion, and in no respect or degree is the bid made in the interest or on behalf of any rson, firm, or corporation not named in the Proposal containing such bid. 'ORPORATE SEAL) Name of Firm Signature of Authorized Member WORN to before me this day of , 20 EAL) Notary Public in and for the State of Washington Residing at: My commission expires: 9 . BID FORM Project Name: Chehalis Ridge Radio Site Project Project No.: 31-1617 Name of Firm: LEWIS COUNTY DEPARTMENT OF CENTRAL SERVICES FACILITIES DIVISION 351 NW NORTH ST,MS:PSD05 CHEHALIS,WA 98532 BID PROPOSAL In compliance with the contract documents,the following bid proposal is submitted: 1) BASE BID(Including Trench Excavation Safety Provisions) (Please print dollar amount in space above) (do not include Washington State Sales Tax) TRENCH EXCAVATION SAFETY PROVISIONS (Included also in Base Bid) If the bid amount contains any work which requires trenching exceeding a depth of four feet,all costs for trench safety shall be included in the Base Bid and indicated above for adequate trench safety systems in compliance with Chapter 39.04 RCW.49.17 RCW and WAC 296-155-650. Bidder must include a lump sum dollar amount in blank above(even if the value is$0.00)to be responsive. 2) BID ALTERNATES(Specify whether additive or deductive) (1) $ (2) $ (3) $ (4) $ • (5) $ (6) $ Do not include Washington State Sales Tax in alternate amounts. The Owner reserves the right to accept or reject any or all bid prices within sixty(60)days of the bid date. Time for Completion The undersigned hereby agrees to complete all the work under the Base Bid (and accepted alternates) within calendar days after the date of Notice to Proceed. Project Name: Chehalis Ridge Radio Site Project Project No.: 31-1617 Name of Firm: UNIT PRICES (Where applicable)(Do not include Washington State Sales Tax) Unit Estimated Quantities Additive Deductive Unit Per Item No. Description Unit Price Price Measurement 1 $ $ 2. $ $ 3. $ $ 4. $ $ 5. $ $ The above unit prices shall be for any additive and deductive work within 15% of the above estimated quantities. The unit price shall include full compensation for the cost of labor, materials, equipment, overhead, profit and any additional costs associated with the unit bid. The Owner reserves the right to accept or reject any or all unit prices within sixty (60) days of the bid date. Subcontractor Listing — RCW 39.30.060 If the base bid and the sum of the additive alternates is one million dollars or more the bidder shall provide names of the subcontractors with whom the bidder will directly subcontract for performance of the following work. If the bidder intends to perform the work, the bidder must enter its name for that category of work. The bidder shall not list more than one subcontractor for each category of work identified UNLESS subcontractors vary with bid alternates, in which case the bidder must indicate which subcontractor will be used for which alternate. Failure of the bidder to submit the NAMES of such subcontractors or to name itself to perform such work shall render the bidder's bid nonresponsive and,therefore,void. Designated Work Firm Name 1. Heating Ventilation Air Conditioning(HVAC) l.a. HVAC Alternate Bid# (if applicable) 2. Plumbing 2.a. Plumbing Alternate Bid# (if applicable) 3. Electrical 3.a. Electrical Alternate Bid# (if applicable) Bidder may attach a separate sheet for additional alternate bid subcontractors. Project Name: Chehalis Ridge Radio Site Project Project No.: 31-1617 Name of Firm: Apprenticeship Requirements The apprentice labor hours required for this project are_15_% of the total labor hours. The undersigned agrees to utilize this level of apprentice participation. Voluntary workforce diversity goals for this apprentice participation are identified in the Instructions To Bidders and Supplemental Conditions. Liquidated Damages The undersigned agrees to pay the Owner as liquidated damages the sum of $_50.00 for each consecutive calendar day that is in default after the Contract Time. Liquidated damages shall be deducted from the contract by change order. Receipt of Addenda Receipt of the following addenda is acknowledged: Addendum No._ Addendum No. Addendum No._ Addendum No. Addendum No. Addendum No. Name of Firm NOTE:If bidder is a corporation,write State of Incorporation;if a partnership,give full names and addresses of all parties below. Signed by ,Official Capacity Print Name Address City State Zip Code Date Telephone FAX State of Washington Contractor's License No. Federal Tax ID# e-mail address: 1 Fairholm Avenue 1111 Peoria, IL 61603 USA -4 Phone 309-566-3000 FAX 309-566-3079 April 26, 2019 Cushing Civil Engineers Attn: Kenny McManaway 107 SE Washington Street Suite 265 Portland, OR. 97214 Reference: 80' Direct Embed Tapered Steel Pole Chehalis Ridge, Lewis County, WA. File Number: 230062 Copies Drawing Number Description 1 230062-01-DI Design Drawing Sealed for the State of Washington Email Address: Kenny@cushingcivilengineers.com Phone: 503 387 5331 Sincerely, Danny Otten crp Products for a Growing World of Technology® ® 1 Fairholm Avenue Peoria, IL 61603 USA Phone: (309)-566-3000 Fax: (309)-566-3079 DATE: APRIL 26, 2019 PURCHASER: CUSHING CIVIL ENGINEERS PROJECT: 80 FT DIRECT EMBED TAPERED STEEL POLE CHEHALIS RIDGE, WASHINGTON FILE NUMBER:230062 DRAWINGS: 230062-01-D1 I CERTIFY THAT THE REFERENCED DRAWINGS WERE PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH THE DESIGN AND LOADING CRITERIA SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON. / / 1%,33 Imo CERTIFIED BY: k .4<, DATE: 40. 35525 ,q SSION Ay ` Products for a Growing World of Technology° FILE NO. ---- POLE DESIGN LOADING GENERAL NOTES: 230062 DESIGN WIND LOAD PER ANSI/TIA-222-G USING THE FOLLOWING DESIGN CRITERIA: 1. ROHN PRODUCTS POLE DESIGNS CONFORM TO ANSUTIA-222-G UNLESS REVISIONS ASCE 7-16 FACTORED WIND SPEED(NO ICE):103 MPH OTHERWISE SPECIFIED UNDER POLE DESIGN LOADING. REV{ DESCRIPTION 1DRNI OIKI APP BASIC WIND SPEED(WITH ICE):30 MPH PER ASCE 7-16 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO ROHN. DESIGN ICE THICKNESS:0.5'PER ASCE 7-16 THE DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE BASED ON EXPOSURE CATEGORY:C SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI/TIA-222-G AND MUST BE STRUCTURE CLASSIFICATION:III VERIFIED BY OTHERS PRIOR TO INSTALLATION. TOPOGRAPHIC CATEGORY:5 3. ANTENNAS AND LINES LISTED IN POLE DESIGN LOADING TABLE ARE CREST HEIGHT:298 FT PROVIDED BY OTHERS UNLESS OTHERWISE SPECIFIED. SECTION 1 DISTANCE FROM CREST:82 FT 4. STEP BOLTS WITH A SAFETY CLIMB SYSTEM ARE PROVIDED AS A CLIMBING Lh:702 FT FACILITY FOR THE INSTALLATION OF THE STRUCTURE. EARTHQUAKE SPECTRAL RESPONSE ACCELERATION,Ss:1.184;S1=0.487 5. POLE MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION THIS POLE IS DESIGNED TO SUPPORT THE FOLLOWING LOADS: SINCE ERECTION EQUIPMENT AND CONDITIONS ARE UNKNOWN. DESIGN ELEVATION(FT) ANTENNA TYPE LINE SIZE(NON) ASSUMES COMPETENT AND QUALIFIED PERSONNEL WILL ERECT THE POLE. -- -- --- 6. WORK SHALL BE IN ACCORDANCE WITH ANSI/TIA-222-Gi,'STRUCTURAL OP 8.T BEACON LIGHTNING ROD (1)1/2' - STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING 79 ' (3)DB224 ON(3)3 FT SIDE ARMS (3)1/2' STRUCTURES". SPLICE LENGTH (2)4 FT HP DISHES(AZ 01 I80 DEG](6 GH27 7. STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION r 32"DESIGN 30"MIN. 75 (2)1/2' IN ACCORDANCE WITH ANSI/IA-222-G. 53'' 1 . 8. PURCHASER SHALL VERIFY THE INSTALLATIONS IN CONFORMANCE WITH 35"MAX. 50 (3)D8 RI 224 ON(3)3 FT SIDE ARMS (3)1/2- LOCAL,STATE,AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARRING --- AND LIGHTING. FOUNDATION NOTES: 9. TOLERANCE ON POLE STEEL HEIGHT IS EQUAL TO PLUS 1%OR MINUS 1/2%. I. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL 10. DESIGN ASSUMES THAT,OVER A MINIMUM,THE STRUCTURE AND INSPECTION NC IP ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED. WILL A PERFORMED THE LIFE OF STRUCTURE IN ACCORDANCE -G. g FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGNWITHS NNSSUMES ALL 11.2 DESIGN ASSUMES ALL TRANSMISSION LINES ARE ROUTED INTERNALLY. F SECTION 2 PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. 12. DESIGN ASSUMES LEVEL GRADE AT POLE SITE. .S __- 13. POLE SHAFT CONFORMS TO ASTM A572 GRADE 65.POLE BEARING PLATE o DEPTH(FT) SOIL TYPE K(PCI) y(PG) •(DEG) C(KIP) i s(IN/IN) STEEL CONFORMS TO ASTM A36. 0.0-2.0 SOFT CLAY 5.0 80.0 0.0 0.100 0.035 N 2.0-5.0 SAND 34.0 103.0 30.0 0.000 0.000 SPLICE LENGTH 34"MIN. 5.0-7.5 SAND 229.0 126.0 37.0 0.000 0.000 2 It-g--,- 36"DESIGN 7.5-10 SAND 198.0 124.0 36.0 0.000 0.000 MAX. 10.0-15.0 SAND 236.0 128.0 38.0 0.000 0.000 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES,SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF ACI 318,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION AND UTIUTIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 3. FOUNDATION EMBEDMENT IS BASED ON A SOILS REPORT NO.110178-GEO DATED 3/19/2019 BY BLACK MOUNTAIN CONSULTING,LLC. 4. EMBEDMENT DEPTH INDICATED IS BASED ON THE GRADE UNE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION. 5. FOUNDATION DESIGN ASSUMES LEVEL GRADE AT STRUCTURE SITE. 6. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL REPORT CONCERNING VERIFICATION OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO PLACEMENT OF CONCRETE. SECTION 3 7. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH 0 THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. 8. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES PROMO RI' RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. PO BOX 5999 9. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION PEORIA,IL 61601-5999 MATERIALS,INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON TOLL!TEE 800-727-ROHN G.L CONDITIONS EXISTING AT THE SITE. nns win6rsrRE op sonrot[ :� � i•.'•V 10. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO PLACEMENT OF POLE. SIDES Ram,®.MAO ^ RIm,os MI Mr.��- 1 OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. SECTION SCHEDULE MAR t 11. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND - GUSHING CIV:J;EcirN7INDAE'El4RS:251.20:19 CONCRETE BACKFILL SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS.THE LENGTH DIAMETER-- WALL Fy WEIGHT DESIGN RILE ., , (SEE FOUNDATION DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS NOTE#11) EXPECTED AT SITE.AS A MINIMUM,CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4500 SECTION (� BOT TOP (IN ( ) (��) 80'DIRECT EMBED TPED SPOLE .ICHEHALIS DE,W i 's PSI(20.7 MPa)IN 28 DAYS. 1 29.67 20.37 16.00 0.1875 65.0 1.144 12. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS, OWN; aK'D: 2 23.00 22.87 19.48 0.1875 65.0 1.037! 1 INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY I5FCQFASF THE STRENGTH OR SWG ` 19 / •- BEARING PLATE DURABILITY OF THE FOUNDATION. 3 4800 29.00 21.93 0.2500 65.0 3.473 a'1G'R: '-'/ y�ETc __-- 1--'"..-4 MAXIMUM FACTORED REACTIONS FOR POLYGONAL POLES,DIAMETER IS MEASURED ACROSS FLATS. / r t OF 1 DOWNLOAD= 10.5 KIPS PRI.INGIE We PRU.MANOR 6'AGE E 117E 1 3'-6"AUGER DIA. SHEAR= 11.2 KIPS NOTE:TABULATED WEIGHTS ARE APPROXIMATE.REFER TO ASSEMBLY DRAWING DRAWING NO: REV: O.T.M.= 614.1 FT-ALBS FOR FINAL WEIGHTS.ALL WEIGHTS SHALL BE VERIFIED PRIOR TO LIFTING. 230062-01-D1 0 ,UTowerSoft IRMIN ENGINEERING SOFTWARE Dowd.awlle TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG DESIGN SPECIFICATION Design Standard:ANSIITIA-222-G-2005 Add.2 Ultimate Design Wind Speed(NG Ice)=96 1 (mph) Nominal Design Wind Speed(No Ice)=74.4(mph) Basic Wind Speed(With Ice)=30.0(mph) Design Ice Thickness=0.25(in) Structure Class=III Exposure Category=C Topographic Category=5 Sot. Length Overlap Top Dia Bot Dia Thick (ft) (ft) (in) (in) (in) 3 29.67 0.00 16.00 20.29 01875 2 23.00 2.67 19.53 22.86 0.1875 1 48.00 3.00 22.05 29 00 0.2500 95 00 MAXIMUM BASE REACTIONS Download(Kips) 10 5 Shear(Kips) 11 2 Moment(Kipsft) 614.1 PITowerSoft RIM A ENGINEERING SOFTWARE py„J,,,O„ TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section A: PROJECT DATA Project Title: 80 FT DEP Customer Name CUSHING CIVI1. ENGINEERS Site: CHEHALIS RIDGE- WA Contract No.: 230062 Revision: 0 Engineer: SWG Date: Apr 25 2019 Time: 03:00:31 PM Design Standard: ANSI/TIA-222-G-2005 Addendum 2 GENERAL DESIGN CONDITIONS Start wind direction: 0.00 (Deg) End wind direction: 315.00 (Deg) Increment wind direction: 45.00 (Deg) Elevation above ground: 0.00(ft) Gust Response Factor Gh: 1.10 Structure class: III Exposure category: C Topographic category: 5 Type of Hill: 2-D Ridge Height of crest above surrounding terrain. 298.23(ft) Distance from Crest to the tower (x) : 82.12(ft) Distance upwind of crest where difference in ground elevation is half the hill height (Lh) : 702.13(ft) Location of tower on the hill: Downwind Material Density: 490.1(lbs/ft"3) Young's Modulus: 29000.0(ksi) Poisson Ratio: 0.30 Weight Multiplier: 1.06 WIND ONLY CONDITIONS: Ultimate Design Wind Speed (No Ice) : 96.06(mph) i Nominal Design Wind Speed (No Ice) : 74.41(mph) Directionality Factor Kd: 0.95 Importance Factor I: 1.15 Wind Load Factor: 1.60 Dead Load Factor: 1.20 WIND AND ICE CONDITIONS: Basic Wind Speed (With Ice) : 30.00(mph) Directionality Factor Kd: 0.95 Wind Load Importance Factor Iw: 1.00 Ice Thickness importance Factor Ii: 1.25 Ice Thickness: 0.25(in) Ice Density: 56.19(lbs/ft"3) Wind Load Factor: 1.00 Dead Load Factor: 1.20 Ice Load Factor: 1.00 WIND ONLY SERVICEABILITY CONDITIONS: Serviceability Wind Speed: 60.00(mph) Directionality Factor Kd: 0.85 Importance Factor I: 1.00 Wind Load Factor: 1.00 Dead Load Factor: 1 .00 EARTHQUAKE CONDITIONS: Site class definition: D f Spectral response acceleration Ss: 1.184 Page A 1 TowerSoft y1/4 IIMIN , so,ENGINEERING SOFTWARE ' Dirk"Asoweo TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Spectral response acceleration Si: 0.487 Accelaration-based site coefficient Fa: 1.026 Velocity-based site coefficient Fv: 1.513 Design spectral response acceleration Sds: 0.810 Design spectral response acceleration Sdl, 0.491 Seismic analysis method: 1 Fundamental frequency of structure fl: 0.808 Total seismic shear Vs (Kips) : 2.90 Analysis performed using: TowerSoft Finite Element Analysis Program Page A 2 INITowerSoftReal ENGWEERING SOPIWARE 1:0.4.4.0..60 TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section B: STRUCTURE GEOMETRY Total Height Bottom Diameter Top Diameter Embed_ Depth (ft) (in) (in) (IL) 95.00 29.00 16.00 15.00 Sect. Length Overlap Bot Dia. Top Dia. Thick. Sides Joint Type Yield Mass Calculated No Stress Taper (ft) (ft) (in) (in) / (in) (ksi) (lbs) (in/ft) 3 29.67 0.00 20.29 16.00 0.1875 18-sided Telescopic 65.0 1143.8 0.14474 2 23.00 2.67 22.86 19.53 0.1875 18-sided Telescopic 65.0 1037.4 0.14474 1 48.00 3.00 29.00 22.05 0.2500 18-sided Embedded 65.0 3472.7 0.14474 Total Mass: / 5653.9 //. Page B 1 TowerSoft oft 1111M1 ENGINEERING SOFTWARE o...a,,..r. TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section C: ANTENNA DATA Structure Azimuth from North: 0 ANTENNAS l Ant Elev. Antenna Ant. Mount. Mount Type Mount Tx Line Mounting Pipe Ka No. (#) Type Azim. Radius Azim. (#)Type Size Length (ft) (ft) (ft) (in) Full Shielded 1 75.00 (1) HP4 0 1.00 0 1.00 Vert. Offset 0.00 (ft) 2 75.00 (1) HP4 180 1.00 180 1.00 Vert. Offset 0.00 (ft) ANTENNA AND MOUNT WIND AREAS AND WEIGHTS Ant Antenna/Mount Frontal Lateral Frontal Lateral Weight Weight Frequency Allowable Gh Mount No. Bare Area Bare Area Iced Area Iced Area Bare Iced Signal Ka (ft)"2 (ft)^2 (ft)"2 (ft)''2 (ibs) (lbs) GHz Loss dB 1 HP4 18.87 1.31 18.87 1.31 169.75 342.52 6.00 10 1.10 2 HP4 18.87 1.31 18.87 1.31 169.75 342.52 6.00 10 1.10 .x Page C 1 growers oftROHM .ENGINEERING SOFTWARE D.wAnwfw TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section D: TRANSMISSION LINE DATA Transmission Lines Position No. Bot El Top El Desc. Radius As, Orient. No, Shielded Shielded Antenna (ft) (ft) (ft) Lines 1 0.00 80.00 3/8" CABLE 2.00 0.00 0.00 1 No 0 2 0.00 80.00 LDF4P-50A 0.00 0.00 0.00 1 Yes 1 3 0.00 79.00 LDF4P-50A 0.00 0.00 0.00 3 Yes 3 4 0.00 75.00 LDF4P-50A 0.00 0.00 0.00 2 Yes 2 5 0.00 50.00 LDF4P-50A 0.00 0.00 0.00 3 Yes 3 Transmission Lines Details No. Desc. Width Depth Unit. Mass (in) (in) (lb/ft) 1 3/8" CABLE 0.38 0.38 1.00 2 LDF4P-50A 0.63 0.63 0.1S 3 LDF4P-50A 0.63 0.63 0.15 4 LDF4P-50A 0.63 0.63 0.15 5 LDF4P-50A 0.63 0.63 0.15 Utilization of the cross-section for TX Lines: 0.77% Page D 1 \TowerSoft ROM ENGINEERING SOFTWARE D..wd..w.e TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section F: POINT LOAD DATA Structure Azimuth from North:0.00 POINT LOADS No. Description Elev. Radius Azim. Orient. Vertical Tx Line Comments Offset (ft) (ft) (Deg) (Deg) (ft) 1 BEACON & LR 80.00 0.00 0.0 0.0 0.00 2 (3) DB-224 3FTSA , 79.00 0.65 0.0 0.0 0.00 3 (3) DB-224 3FTSA 50.00 1.00 0.0 0.0 0.00 POINT LOADS WIND AREAS AND WEIGHTS E No. Description Frontal Lateral Frontal Lateral Weight Weight Gh Bare Area Bare Area Iced Area Iced Area Bare Iced (ft"2) (ft"2) (ft"2) (ft"2) (Kips) (Kips) 1 BEACON & LR 5.00 5.00 10.00 10.00 0.25 0.50 1.10 2 (3) DB-224 3FTSA 23.50 23.50 39.00 39.00 0.45 0.75 1.10 3 (3) 08-224 3FTSA 23.50 23.50 39.00 39.00 0.45 0.75 1.10 ,r .r Page F 1 TowerSoft ROI'N Abr.. ENGINEERING SOFTWARE O.wd..wss TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section H: STRUCTURE DISPLACEMENT DATA Load Combination Wind Only Serviceability Wind Direction Maximum displacements Elev, N-S Disp W-E Disp Vert.Disp N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 80.00 -17.5 -14.9 -0.2 -1.45 1.72 -0.02 74.64 -15.6 -13.3 -0.2 -1.44 1.71 -0.02 69.27 -13.7 -11.6 -0.1 -1.41 1.68 -0.02 63.91 -11.8 -10.1 -0.1 -1.37 1.62 -0.02 58.54 -10.0 -8.6 -0.1 -1.30 1.55 -0.02 53.18 -8.4 -7.2 -0.1 -1.23 1.45 -0.01 50.51 -7.6 -6.5 -0.1 -1.18 1.40 -0.01 47.01 -6.6 -5.6 -0.1 -1.12 1.32 -0.01 43.51 -5.6 -4.8 0.0 -1.05 1.23 -0.01 40.01 -4.8 -4.1 0.0 -0.97 1.13 -0.01 36.50 -4.0 -3.4 0.0 -0.89 1.04 -0.01 33.00 -3.2 -2.8 0.0 -0.80 0.93 -0.01 30.00 -2.7 -2.3 0.0 -0.72 0.83 -0.01 25.00 -1.9 -1.6 0.0 -0.61 0.71 0.00 20.00 -1.2 -1.1 0.0 -0.49 0.57 0.00 15.00 -0.7 -0.6 0.0 -0.37 0.43 0.00 10.00 -0.3 -0.3 0.0 -0.25 0.29 0.00 5.00 -0.1 -0.1 0.0 -0.13 0.15 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Page H 1 Y : TowerSoft RIM „Attic ENGINEERING SOFTWARE O�w.i..w+s TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section J: ANTENNA DISPLACEMENT DATA Load Combination Wind Only - Serviceability Wind Direction Maximum displacements Ant. Elev. N-S Disp W-E Disp Vert.Disp N-S Rot W-E Rot Twist Tot Allow. (ft) (in) (in) (in) (Deg) (Deg) (Deg) (Deg) 1 75.00 -16.6 -1.4.1 -0.2 -1.44 1.72 -0.02 2.21 2 75.00 16.6 -14.1 0.2 -1.44 1.72 -0.02 2.21 Page J 1 1111-T-owers()ft 4h ENGINEERING SOFTWARE D0ed60we• TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section K: POLE OUTPUT LOAD DATA Load Combination Max Envelope Wind Direction Maximum Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 80.00 1.46 1.94 0.82 0.45 74.64 1.46 1.94 0.82 10.63 74.64 2.73 4.65 1.16 10.71 69.27 2.73 4.65 1.25 35.67 69.27 3.10 5.00 1.25 35.68 63.91 3.10 5.00 1.31. 62.37 63.91 3.48 5.37 1-31 62.38 58.54 3.48 5.37 1.37 91.19 58.54 3.87 5.74 1.37 91.20 53,18 3.87 5.74 1.41 121.82 53,18 4.17 6.03 1.41 121.83 50.51 4.17 6.03 1.42 137.80 50.51 5.20 7.55 2.34 138.27 47.01 5.20 7.55 2.32 164.71 47.01 5.66 8.03 2.52 164.80 43.51 5.66 8.03 2.52 192.91 43.51 5.94 8.28 2.52 192.91 40.01 5.94 8.28 2.51 221.90 / 40.01 6,23 8.53 2.51 221.90 J 36.50 6.23 8.53 2.51 251.48 36.50 6.52 8.78 2.51 251.49 33.00 6,52 8.78 2.51 282.23 33.00 6.80 9.01 2.51 282.24 30.00 6.80 9.01 2.51 309.37 30.00 7,31 9.30 2.51 309.38 25.00 7.31 9.30 2.51 355.67 25.00 7.97 9.66 2.51 355.67 20.00 7.97 9.66 2.51 403.76 20.00 8.52 10.01 2.51 403.77 15.00 8.52 10.01 2.51 453.92 15.00 9.08 10.35 2.51 453.93 10.00 9.08 10.35 2.51 505.46 10.00 9.65 10.69 2.51 505.47 5.00 9.65 10.69 2.51 559.08 5.00 10.23 11 .04 2.51 559.09 0.00 10.23 11.04 2.50 614.13 Base 10.52 11.24 2.50 614.33 f Page K 1 O In U1 1+ +F+F+N N N N W W W W W A A A A A A U1 Ln U1 Ln V)01 O1 O1 O) J co --m E C'U) O N n K) H O O O O O Ul VI O O 0 U)O W W 01 0 O O W W J J O W W O O W W t0 tD A A o 1 O En 11116 r" CO CD 0 O 0 1-40 H O O O O O O O O O O O O O o U)Ul O o U1 in O U1 1-'1-'In U1 totO N N ON 01 O '•-'G C.SD,t7 D '- rf (D 0 ^.ems+ 00OO o0O 0000 oOr1-'F'F- F,F+H Om AAF'H JJA A0 F+ 0 )1 •• r S ;,, O0 0 a '- Cwnt £ j n Z CI fD Cl ' - 1 1 Z 0 y n •-•r COH 4 N rn I✓1-,VDIO LD LID O O J-a J•.7010101 a)0)Ul U)Ln U1 U1 In A LA W W W W W N N 14 N Xk r 7 .. 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W CC m 0 o - fD .. (j .. 0. H 0 CD o r 0 y DI o: N Z C) O •C tC 1 0 0 0. £ C) >y 0 it D) r r n IITowerSoft ENGINEERING SOFTWARE a.....4«.... TSTower - v 5.8.3 Tower Analysis Program Licensed to: ROHN Products LLC (c) 1997-2019 TowerSoft www.TSTower.com Peoria, IL File: W:\Jobs\2019\230062\230062.out Contract: 230062 Revision: 0 Project: 80 FT DEP Site: CHEHALIS RIDGE- WA Date and Time: 4/25/2019 3:00:48 PM Engineer: SWG Section M: SECTION PROPERTIES DATA Elev. Diam. Width 'Thick. Wit Area S (ft) (in) (in) (in) (i11"2) (in"3) 80.0 16.0 2.5 0.188 13.1 9.4 36.71 74.6 16.8 2.6 0.188 13.8 9.9 40.41 74.6 16.8 2.6 0.188 13.8 9.9 40.41 69.3 17.6 2.7 0.188 14.5 10.3 44 30 69.3 17.6 2.7 0.188 14.5 10.3 44.30 63.9 18.4 2.9 0.188 15.3 10.8 48.37 63.9 18.4 2.9 0.188 15.3 10.8 48.37 58.5 19.1 3.0 0.188 16.0 11.3 52.61 58.5 19.1 3.0 0.188 16.0 11.3 52.61. 53.2 19.9 3.1 0.188 16.7 11.7 57.03 53.2 19.9 3.1 0.188 16.7 11.7 57.03 50.5 20.3 3.2 0.188 17.1 12.0 59.30 50.5 19.9 3.1 0.188 16.7 11.7 56.94 47.0 20.4 3.2 0.188 17.2 12.0 59.93 47.0 20.4 3.2 0.188 17.2 12.0 59.93 43.5 20.9 3.3 0.188 17.7 12.3 62.98 43.5 20.9 3.3 0.188 17.7 12.3 62.98 40.0 21.4 3.4 0.188 18.1 12.6 66.12 40.0 21.4 3.4 0.188 18.1 12.6 66.12 36.5 21.9 3.5 0.188 18.6 12.9 69.33 36.5 21.9 3.5 0.188 18.6 12.9 69.33 33.0 22.4 3.6 0.188 19.1 13.2 72.61 33.0 22.4 3.6 0.188 19.1 13.2 72.61 30.0 22.9 3.7 0.188 19.5 13.5 75.49 30.0 22.5 3.5 0.250 13.9 17.6 96.53 25.0 23.2 3.6 0.250 14.4 18.2 102.95 25.0 23.2 3.6 0.250 14.4 18.2 102.95 20.0 23.9 3.7 0.250 14.9 18.8 109.57 20.0 23.9 3.7 0.250 14.9 18.8 109.57 15.0 24.7 3.8 0.250 15.4 19.4 116.41 15.0 24.7 3.8 0.250 15.4 19.4 116.41 10.0 25.4 4.0 0.250 15.9 19-9 123.45 10.0 25.4 4.0 0.250 15.9 19.9 123.45 5.0 26.1 4.1 0.250 16.4 20.5 130.70 5.0 26.1 4.1 0.250 16.4 20.5 130.70 0.0 26.8 4.2 0.250 16.9 21.1 138.15 Note: wit values marked with * (asterisk) indicate width to thickness exceeding maximum allowable values by standards. Page M 1 Rohn Products LLC. Designed By: SWG Date: 4/25/2019 1:59:58 PM Checked By: //* Date: "/ `7. Eng. File: 230062 Building Code: TIA Rev. G LPile: ver. 4 LPile_1: ver. 3.1.2 Customer: CUSHING CIVIL ENGINEERS Site: CHEHALIS RIDGE- WA FACTORED REACTIONS DESIGN OPERATIONAL Download, kips 10.5 6.1 OTM, ft-kips 614.1 194.3 Shear, kips 11.2 3.6 LPILE INPUT PARAMETERS Depth(ft) Soil Type K(pci) y(pcf) o(deg) C(ksf) 650(in/in) N RQD 0.0-2.0 Soft Clay 5.0 80.0 0.0 0.100 0.035 1 0 2.0-5.0 Sand 34.0 103.0 30.0 0.000 0.000 10 0 5.0-7.5 Sand 229.0 126.0 37.0 0.000 0.000 44 0 7.5-10.0 Sand _ 200.0 124.0 36.0 0.000 0.000 38 0 10.0-15.0 Sand 240.0 128.0 38.0 0.000 0.000 48 0 Reaction Modification Factor= 1.33 Direct Embed Pole: Concrete Backfill Pier Diameter = 3' - 6", Pier Depth = 15' - 0" and Ground Slope = 0 Deg. Effective OD = 3' - 6", Effective ID = 2' - 2" SUMMARY OF LPILE RESULTS (See Attached Graphs) DESIGN OPERATIONAL Deflection at Top, in. 3.24 0.17 Moment, ft-kips 650.0 205.0 Shear, kips 118.5 32.3 Lateral Soil Pressure, ksf 20.11 5.28 230062 SWG 0 -1 -1 1 i -3 1 l { 1 -3 (? a 4 t J' -5 -5 i -6 -6 a -8 -8 m a • a -n 0 -9 -9 -10 -10 -11 -11 -13 -13 -14 -14 -15 _ -15 -1.7 0.1 1.9 3.6 5.4 0.0E+0 5.4E+2 1.1E+3 -2.0E+2 -8 9E+1 1.9E+1 -10.2 0.8 11.7 22.6 33.5 Deflection, in Moment,ft-kips Shear, kips Soil Pressure, ksf PRELIMINARY CD SET SITE NAME: Akiiiiii- LEWIS COUNTY CHEHALIS RIDGE RADIO SITE PROJECT INFORMATION: SITE: CHEHALIS RIDGE RADIO SITE 1201 NORTH END AVE., LOCATION: CHEHALIS,WA 98532 DATE RELEASE 1201 NORTH END AVE., CHEHALIS, WA 98532 i; m � °° FINAL CD SET: COUNTY: APPLICANT: FROM THE LEVI'S COUNTY FACILITIES OFFICE LOCATED AT 571 KINDLE SIGNATURE DATE CIVIUELECTRICAL LEWIS COUNTY LEWIS COUNTY STREET IN CHEIALS: 381 PM.NORTH STREET 7-1 COVER SHEET ZONING: CHEWLS,WA 98532 1. LEAD EAST ON MNPRINDLE STREET TOWARDS NW FRONT STREET. TOPOGRAPHIC SURVEY(1 OF 21 RI SINGLE FAMILY,LOW DENSITY CONTACT:DOUG CAREY 2. TURN LEFT ON NW FRONT STREET(2132 FT) DRAWING INFORMATION'A RTI nits CX VCr1 TOPOGRAPHIC SURVEY OFT) LAND USE CONTACT: AWE RINSER 3. TARN RIGHT ONTO NW PARK STREET(0.1 MI) DOUG CAREY M. TS Arr PRODUCED REPRODUCTION.USE OF THIS R 1 JURISDICTION: LEWIS (503)464-2243 4. KEEP LEFTAS INTYN AVETO FACILITIES M4NAGE0. DRAM.AND.THE INFORMATION CONTAINED DI Er IS G-1 GENERAL NOTES CITY ONCHE7IAUS 5. CTAKE ONTINUE STRAIGHT ONTO TO NSCADE NATIONAL ID•3M) COUNTY FORBIDDEN awMx rnrraurTHE wwrtcx PERMISSION of THE 6. CONTINUE STRAIGHT ONTO NE CASCADE AVE(400 FT) Cl- OVERALL SITE PLAN CONTACT PERSON: 7. TURN LEFT ONTO NE WASHINGTON AVE.(0.2 MI) PLANS PREPARED BY: 8. TURN RIGHT ONTO N NATIONAL AVE.(0.7 NJ) C-2 ENLARGED SITE RAN DOUG CAREY(360)740.1192 9. TURN RIGHT ONTO COAL CREEK ROAD(0.3 MI) LEWIS COUNTY FACIUTIES MANAGER LEWIS SCOTT MATTOON C-3 MONOPOLE ELEVATION SITE WILL BE ON THE RCM COUNTY RADIO SHOP AOMNISTRATOR C-4 GRADING 8 EROSION CONTROL PLANIMI C-4.1 GRADING B EROSION CONTROL NOTES 6 DETAILS I PROPERTY OWNER: EST.TIMELE 4'WM. EST.MLEAGE:1.6 MI C-4.2 GRADING Et EROSION CONTROL NOTES 6 DETAILS II 351 P COUNTY 999 N Portland. R 97et,Sues D 351 NW. WA 9 STREETNBecDR enz7 US NOT USED CHEHALIS.WA 98532 (502)DB7E331 CONTACT:DWG CAREY(360)740-1192 ww.c°MYgen 54.cw° C-6 ANTENNA PUN AND DETAILS PROJECT DESCRIPTION: C-7 FENCE DETAILS PARCEL NIMIBER(S)&AREA: LEWIS COUNTY PROPOSES TO CONSTRUCT A NEW UNSTAFFED C-8 COMPOUND DETAILS PARCEL MUNSON:D34696E00300 ESSENTIAL PUBUC COMVONICATIONS SERVICE FACILITY CONSISTING UCENSURE: 1.43 ACRES OF A NEW 80'TALL MONOPOLE WITH ANTENNAS,AND AN EQUIPMENT C-9 LIQUID PROPANE GAS DETAILS SHELTER WITHIN A NEW FENCED SECURITY COMPOUND. C-10 SHELTER FLOOR PAN JOHN co G11 SHELTER REFLECTED CEILING PUN tiQ ` % .Z..ION PROJECT COORDINATES: O C-12 SHELTER ELEVATIONS Ui: db'4 146.669R81 A'• N .-:4 "a 4C 009.9f N _ C-13 SMELTER SECTIONS LONG: 122'56 3.4r W(-122.967633) i e SOURCE • 1A-SURVEY d/ S-1 STRUCTURAL GENERAL NOTES DATUM: NAVD88 PROJECT INFORMATION CONTD C:, 41512 �cA 5-2 FOUNDATION PLAN S ` C f CTSTER (-'� S-3 ROOF FRAMING PLAN UTILITY PROVIDERS: ®""-��`..a� -r,%,,. ' ,f'I0NAL E'� TELCO/FIBER PROVIDER: CENTURY LINK 54 STRUCTURAL DETAILS I POWER PROVIDER: LEWIS COUNTY PUT/ I �=4:1. �,L9'tk RENEWAL DATE 10/31/21 S-5 STRUCTURAL DETAILS II '7�Swim I i�L.,,90-6 1A` E-1 SITE UTLITY PLAN GENERAL INFORMATION: n IfL((IE ,I, IL`�`■ E.G GROUNDING SITE PLAN 1. PARKING REQUIREMENTS ARE UNCHANGED ® 7 II N /0 `N .�� I�\2. TRAFFIC IS UNAFFECTED El EXTERIOR GROUNDING DETAILS I 3. SCNAGE AT SITES PROPOSED 4 I, � �� II 4. SITE IS UNMANNED AND HANDICAP ACCESS S NOT REWIRED II,. r811_ • E-4 EXTERIOR GROUNDING DETAILS II '�-' ■ ,' 94 •�. , IhI-14► 4 ■r, 7' /. SHEET TITLE CODE INFORMATION: AE� . -- I,ii� h,� A 1. IBC-2015INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE �..'IS.-; ;S COVER SHEET AMENDMENTS ■ r-1, .-t � -�% 2. NEC-2014 NATIONAL ELECTRIC CODE ,�I�• 3. OCCUPANCY GROUP:U I,• ti ~® \" I. CONSTRUCTION TYPE II-8 a I_ , \ �� h T. 1111 t J SHEET NUMBER �X �,/, >�,6, -•►/ \ ' ®9P�. Wiz. T-1 SHEET INDEX PROJECT INFORMATION LOCATOR MAP SCALE NTS DRIVING DIRECTIONS DOCUMENT REVIEW NOTES INITIAL SURVEY - CHEHALIS RADIO TOWER 1. OE LO ERY WEN W INS SURVEY 5 BARD W YOWNW TARN FOND AND RECORD NFOR MAMN. IRIS 5 NOT A 9AXDARY SGRKr 0115 5 A SPEOAUZ D TOPOpMPMC YAP WIN PROPERTY LINES AND EASEMENTS BONG Cr CRANK DENC'IDM BASED W NFOMA/HW CAPERED INN VANOUS SORES OF RECL2W AND AVAILABLE NMYENTATION FOND DURING NE TOLD SINCE PROPERTY LIES OF TIRE IN THE SOUTHWEST I/4 OF SECTION 29 SERE NOT NIESIIG4IEU NIX SURVEYED EXCEPT AS PEW ON INS NAY. NO PROPERTY MONUMENTS EFTS SET 2 PROPERTY LEES SNOW IS sLm WDEMOS ARF BASED INCINE D S IMO&WEER+CDIRANY SECOND N IRIS ADDITION.BOW 2 PAGE 109 W FIE TOWNSHIP 14 NORTH,RANGE 2 WEST OF THE MLLAMETTE MERIDIAN WTH LEES CONIC.WE9LNGTON IN THE CITY OF CHEHALIS,LEWIS COUNTY, WASHINGTON LEGEND UTILITY CAUTION SURVEYED DECEMBER 3,2018 -- 10- UDERrROED UTUTES 910YL ON DNS RIMYWRE LOCOED BASED ON OWITY MARK CUTS PANTED FOLOW A CALL FOR A PPEE COUNTY FROM?,DUMMYC LOGE Nor ALL UTILITIES MAY BE 9D CC.FOR UTILITY LOCATES EIVORE 4GGNG ' MOTT-Or-M Y § ' PROPERTY LEGAL DESCRIPTION—AS LISTED IN T1TLE REPORT raw Eke CONCRETE 4400 0/ TAX UN '% m NE LOTS I AND E&E.XX.24.OENAl15 LAID MO TAW COMPANY'S SECOND ADDITION TO OE ON OF 0ENAUS As RECORDED PIVOLUMEVOLUME2 O' NW COMER s5 SAUNERRS D.L.0 .,.. 005625-OOM-OW // — — RECORD LIE a PLATS.PAGE 11A EXCEPT THAT PORTION OF SAW LOT 7 LINDI LES'EASRRLY OF NE EAST LEE CIF LOT 4 N SAID NONE/ENO:24 EXTENDED NNO: r— - -1 /// ALSO EXCEPT THAT PORTION Cr SAD LOT B CONVEYED TO TIE OENLYLS WRIER COMPANY BY 0®RECCADED 7EB%IMY 24 INS UNDER TAX 1 /py //// (N9050'OOIF 100.00N RECORD WARM ANO/ER DISTANCE RECOONG MO NW.. W5625-006-00D / % LOT L, f PER SLIMY RERRENCE WIER E M lict,2 BENCH MARK RE MEET 2 J �M A.F. AUP� sN NUMBER LEVIS RN£roR) RNE 040GM FOR INS SOLES IS NA106B.AN ELEVATION MS ESTANIOED FOR CW RM PUNT E7O USING CRS 4ENCU.S AID GE0012B r. ACCESS AID WEIN +� O yl �. \ --—s. EASEMENT PER ASSf55O • FORD SURVEY YDNIMENT AS NOTED o 5. CONTROL PONT por-AN WON MALEbg, y _ FIE MAIM.T46eE6E N cm DEY.464.70 h Y I 0 LOI 1 i TAX LOr FAVOR OF ISM COUNTY A. NON PPE BASIS OF BEARING/LOCAL DATUM PLANE COORDINATES e 'tR,: , ��„ �o� N NW RED NE MSS OF T EARNG FOR INS SLATY Is NNE WA9NGICN STATE MANE LVRDNAIF SYSTEM SCUM OWE(4602)WIN COORDINATES ' !V.'0y04. -, // p�....,2,,S ESTABLISHEDST USNG A CPS STATIC OBSERV 1106 MO A SOUTEN RECOLED FROM IIE ATONAL MONTE SR0EY(MOS)OWN P09TEXNG USER n a cI / 0/ J `gHt� / / LOCAL DAMN PLANE COORDINATES AN AVERAGE COMBINED SCALE FACTOR CE 1.0001513S WS USED TO CONVERT GRID COORDINATES 10 CROON) /l// 'J�Tq,4)j COORDINATES SO CAL0A.4RD GRID DISTANCES AND TROND DISTANCES MED MAIN(E-GRD N08WNATE TEES SCALE FACTOR EQUALS /0C / AN MENACE ON1ERiENCE ANGLE OF-1'1)'!2'WAS ULCERATED. �� / �/ j / IA CHEHALIS LAND d �. ' t TIMBER COMPANY- / ,. REFERENCE SURVEYS `� / �a� '1' SECOND ADDITION �, I.OpUIK(AID f INNER COMPANY SECOM ADDITION.BOOt 2 PATE 109 � �� / i i BOONeco.,PAGE 26s ffi�H • y � ' ' b REFERENCE DEEDSr �� ,� \-- - b — �o� A AP.NO.4954 •I w pc. 1-,.,... \ rp. 91E B. AF.NO.I951 CONTROL POINT COORDINATES(EDP) # , 141) _I I f PONT 101 PONT 102 N u n T RTENG 497..021919 MORONIC, 49I.IORIOB -b'o (ft ��' EATING 1,021,DIS116 FASNK T,011,T)4D! �, ' RP o$EIEVADEN 464.R1' DEVANN: MN' •-E I 1111 IITLE REPORT EXCEPTIONS !(A �� )MCKAY CCN9AOMG LLC RECEIVED A NNE REPORT FOR NE PROECT PREPARED BY LENS COUNTY OIL[DATED NDIOBER 9.2016.PDXY , m •,.- , NUMBER SGF060C6315 EXCEPTIONS USED INCLUDE: S I Q t. GENERAL TOES AND ASSESSYEMIS r ANY,NO SEARCH MYNG BEEN MADE OERE6:ALSO f 8 OR ASYSSYEMrs WNW ARE NOT WIN AS DOSING LEAS BY TIE RECORDS OR ANY LUANG AUINC EW TORT LEVIES TAES OR ASSES9ENTS W REAL PROPERTY OR BY ME PUBLIC GRAPHIC SCALE \\��,RECCNOS • ,' , } LL 2 MEMENTO,WING CLAMS RESERVATg6 OR EXCEPTIONS N RE WEED STATES PATENTS OR N ACTS AONOBING DE 59MANCE/HEREOF: 0 T00 a0 �, 2 NEN MOIIS DAMS OR RILE TO PRIER. 1 1 \4IRT I ORE TO ANY ONES MOS ORORERTY BEYOND 0 N SI Lr OE ON REAL PRO RTY TY BUT EXPRESSLY NE ENT TBm I0,EN.OR TO LINNTAN EVE TO SHEETS ROADS RAMPSENES, 1 Inch=200 I. \� ■", S,OR ANY 0 STRUCTURE OR WROOVEIENR INIERWAYS ON T OR RENTSEASEMENTS5OEIEN UNLESS SUCH PROPERTY. TS CR EASEMEN YAWS TS EXPRESSLY LLD AND S ECOCAlY SET FORTH N SAID LESCRP/HOL W WI STREET sT VICINITY MAP N 41 IN SAME 1'-1000' l'' 14 g •4 1 a H s I UN COTY LNE C 6 COTTRALIA 1I 811E ' R U° F;� ao r !iTl1Rp-PIg10i iL £a ;:, MCr DOWAL meal O MDOYAL FOREST SS LEWIS COUNTY 2 IV () vNXWXL ^�^ r K Y+ I 0 �NNO N 4------. cFFORo-vNogr NATIONAL FOREST ici COUNTY LNEf .. N nevVn s,,,,.X,,, $Y COUNTY MAP ORMMrOM ` "#N Lei' 3mem aft Cushy X PON B i 014.440 14.00 iii 4,R MeR N 1 0(2 INITIAL SURVEY— CHEHALIS RADIO TOWER IN THE SOUTHWEST 1/4 OF SECTION 29 TOWNSHIP 14 NORTH,RANGE 2 WEST OF THE MILLAMETTE MERIDIAN IN THE CITY OF CHEHALIS,LEWIS COUNTY, WASHINGTON SURVEYED DECEMBER 3,2018 c w N H' € W o CONIRIX POW/102, pffi$ 1,,,,ii TAX LOT s`� 005615-00,-0pp TAX EOT i�Rw M' 0056,-0.-000 /^♦ FORD 1'XX'CONCRETE YW W/ I/2'I.R.W/1PC 1S 16905' 7-7 q / �NNW COWER 5S SAMIERS 0.1.0 f , yy IFIER'N 7-12 NO.. ` \\ .• ,11 , •aM � 6F \ S CONTROL van nm 6y12 il 11' (,ytgpHlC SCALE 1' / 616 11.1, a 511•1p.Ir • \��v tMw=ao rt. o (p� 12 30"OK TREE DOSING ROAD M IpPCKARY EAYNENT PER ALOIWY / 1 .91 \E \22012 SEE DO YAENT FOR OETAILS , B •te `� IOl ;8::c30 �\\ •6• 35 • le• POE • CrM AYO UOU ar re' • \ FAmYNT PER A8969 IX _ 'IRA6�\:I6' 4'.I re1Y 6. 4 \ FILE MASER 3Ni8969 0 ��' �D• rY/.. z A.03EMS cnuvn p-« 0' 1••` • 1' 11' \ \ • IP \ '•,- 2' , i \ \•16' TAX LOT • •16• \`\ �. w�0, ° u• •12 \\\ T B I6' •yy \ a 4°Y ///(Ss9mm'E J5.10 •\\\ •2 •�. • spy. `\ ,..y / OE i•i JO. :6" 16.8 • •1' C a , 2. 6' $� \ g cHEHALIB,LAND S 2 I --- LEGEND PROPERTY DOLIOIRY X TIMBER COMPANY • / '\ RIGHT-OF-MAY YYYY.... 1 SEGOND ADDTNQN U 1 B�y!OCK 24 `‘ ——1 /T EDT UPE s ' / - - RECO•CAE >£ / UP - O•ERQOIAO POKER E C PI t = TAX LOT R p/ 1 W L. $ TAX / TO IMERCFdMO Ei6FR OPm - = ,3 '' 1 8 8 / T O.UFRGROUNO MECCA R P+�+m I & r' / Or O1fl6EA0 IELECCAI R I g1077R °' 1 i M / GTA IEL ACCESS K _ / LO 8 .0, a! h1 E 0 CCARSREE Wr DIAYE,ER • _ J+F. raw_—— -- —— -f • LOT i r LOT 2 I LOT 3 I LOY 4 LOT 6 1A n 1 LOT tor I I ,// 5 ? . 1 �I i WINF WO-ODO I i I • OEGmg1S DOE W/pAlk-IER � ��, r a f I i (1009m4 I06007/ RECORD REARM /OR DISTANCE i REFERENCE M.R 1 Ysom e..m[cuae OF AMID.FOE WISER LENS COUNTY RECORDS(BY%6YAIT W.Rf10) aeon or AAP L NxAY • FORO WOE,'YOAI ENT AS NOTED Si JMMYRY l XIK p OCPI PIPE 3 mew AM 66IU0*208 P PCP RCO 1-xe06WE ANb a A.IWWT I Or 2 GENERAL NOTES: GENERAL NOTES CONTINUED: SITE WORK NOTES CONTINUED: 1. DRAWINGS ARE NOT TO BE SCALED,WRIITEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 17. THE CONTRACTOR SHALL PERFORM WORK DURINGSITE)PROPERTY OWNERS PREFERRED 10. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS HOURS TO AVOID DISTURBING NORMAL BUSINESS. R56 STANDARDS MID ALIGNED WITH R56 GUIDEUNES AS TECHNICALLY APPLICABLE.EACH SITE -.111441iiiik' NOTED OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE MUST PASS MI R56AUDIT OR PM APPROVED BEFORE IT SHALL RE CONSIDERED COMPLETE FURNISHING ALL MATERIALS.EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED 18. SEAL AU.PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.I.LISTED OR FIRE MARSHAL AND ACCEPTED. NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY MID OR PROJECT SITE. 11. IF INADVERETENT DISCOVERIES OF NATIVE AMERICAN CULTURAL MATERIALS OR HUMAN PROJECT MANUAL. REMAINS ARE MADE DURING CONSTRUCTION ALL WORK SHOULD CEASE AND POTENTIALLY LEWIS COUNTY 19. CONTRACTOR SHALL BE RESPONSIBLE FOR UTLDY LOCATES.SCHEDULING,COORDINATING AFFECTED TRIBES,AS WELL AS THE STATE HISTORIC PRESERVATION OFFICE,SHOULD BE -+•+-•w++2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS MID STANDARDIZED DETALS THAT SPECIAL MID BUILDING DEPARTMENT INSPECTIONS. NOTIFIED IMMEDIATELY. REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AM)REQUIREMENTS MUST BE TOWER/POLE NOTES: PROJECT INFORMATION: SUBMITTED TO AND APPROVED BY OWNERS REPRESENTATIVE PRIOR TO START OF WORK. 21. ROUTING OF ALL CONDUITS.CABLES.CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY.CONFIRM THE EXACT LOCATION MID ROUTING WITH THE ON SITE PROJECT 1. ALL ANTENNAS,LIMES AND RELATED INSTALLATION HARDWARE TO BE PROVIDED BY THE SITE: 3. PRIOR TO THE SUBMISSION OF BIDS.CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO MANAGER PRIOR TO STARTING WORK LAND MOBILE COMMUNICATIONS PROVIDER. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISITTHE CONSTRUCTION SITE WITH THE CONSTRUCTK)N/CONTRACT CONCRETE NOTES: 2. ALL HARDWARE(NUTS AND BOLTS)BE TIGHTENED AND TORQUED IN ACCORDANCE WITH CHEHALIS RIDGE DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE THE TOWER MANUFACTURERS AND STRUCTURAL ENGINEERS SPECIFICATIONS. ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY ERRORS, 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318 AND THE RADIO SITE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFICATION CAST4N-PLACE CONCRETE. 3. VERIFICATION THAT THE TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING ARCHITECT/ENGINEER VERBALLY AND IN WRITING. IS TO BE DONE BY OTHERS. ABBREVIATIONS LEGEND 1201 NORTH END AVE., 2. AU.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS CHEHALIS,WA 98532 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH (LINO). 4. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL NC AIR CONDITIONING MET,MIL METAL CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE AND FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND ADJ ADJUSTABLE MFR MANUFACTURER DATE RELEASE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 3. REINFORCING STEEL SHALL CONFORM TOASTM A HIS.GRADE SO,DEFORMED UNLESS NOTED RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURERS REQUIREMENTS. AFF ABOVE FINISH FLOOR MGR MANAGER xi. UN,. OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WRE AGL ABOVE GRADE LEVEL MIN MINIMUM 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE FABRIC UNLESS NOTED OTHERWISE.SPLICES CLASS'B'AND ALL HOOKS SHALL BE RSS NOTES: APPROX APPROXIMATELY RISC MISCELLANEOUS S1L�P M '®' "m CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL STANDARD(AND). ABTA AMERICAN SOCIETY FOR N NORTH CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,SAFETY,AND PROCEDURES 1. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION TESTING&MATERIALS NA NOT APPLICABLE FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL OF R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE.SITE AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT UNLESS SHOWN OTHERWISE ON DRAWINGS CONCRETE CAST AGAINST EARTH-3IN. MUST PASS AN R56 AUDIT BEFORE IT SHALL BE CONSIDERED COMPLETE MID ACCEPTED. BLDG BUILDING NTS NOT TO SCALE 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT MID MATERIALS ACCORDING TO CONCRETE EXPOSED TO EARTH OR WEATHER: BUS BLOCK OC.0/0 ON CENTER MANUFACTURERSNENDORX SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE 96 AND LARGER.........................]IN. BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. XS AND SMALLER BWWF...........1.1/2 IN. ATTENTION: B/S BUILDING STANDARD OPG OPENING CLG CEILING OPP OPPOSITE 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE N STRICT 5. AUR'TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE(UNO), CALL I4800-424555548 HOURS BEFORE YOU DIG.WASHINGTON LAW REQUIRES YOU TO CLR CLEAR OHP OVERHEAD POWER ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. HOLES TO RECEIVE EXPANSIONEDGE ANCHORS SHALL BE 1/B'LARGER IN DIAMETER THAN FOLLOW RCN 19.122 CHAPTER 144 CONC CONCRETE ASP UNDRGRMD POWER M' DRAwING INF(RMATgN: CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES, THE ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR CONST CONSTRUCTION OF0 OVERHEAD FIBER CONT CONTINUOUS UGT UNDRGRRO TELCO FV THE SOLE MOM err REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.AVOID CUTTING EXISTING REBM PLYWD PLYWOOD .N IS MOMMAA SOU.FRAME eV SU OM.MD COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE WHEN DRILLING TOLES IN THE ELEVATED SLAB. DR. DOUBLE PR PAIR A WHYA AS.eEPw9NETTnx DR USE OF TSB PERFORMANCE OF TIE WORK DRAB DIAMETERN PROJ PROJECT ,0Aw*00RRTxcW . nni MG DIAGONAL 6. INSTALLATKN OF CONCRETE EXPANSION AND WEDGE ANCHOR.SHALL BE PER DIM DIMENSION PROP PROPERTY °0w""ER 8. THE CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE.A FULL SET OF CONSTRUCTION MANUFACTURERS WRITTEN RECOMMENDED PROCEDURES. pN DOWN PT PRESSURE TREATED PLANS PREPARED BY: DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT.THIS DTI,DETL DETAIL READ REQUIRED SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK FOR 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH.SURFACE SHALL BE FREE OF ALL OBVIOUS MG DRAWING RR ROOM CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEERS DEPRESSIONS.SURFACE SHALL BE SLOPED AT 2TL TO PROMOTE DRAINAGE AWAY FROM E EAST R.O. ROUGH OPENING SIGNED WET STAMP. EQUIPMENT. EA EACH S SOUTH EL, NMI FIN ELEVATION SHT SHEET 9. THE CON77UCTORI$RESPONSRLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SITE WORK NOTES: ELECT ELECTRICAL SW SIMILAR DURING CONSTRUCTION AGAINST DAMAGE.BREAKAGE,COLLAPSE,ETC.ACCORDING TO EQ EQUAL SPEC SPECIFICATION 1. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED SO SQUARE APPLICABLE CODES,STANDARDS,MID GOOD CONSTRUCTION PRACTICES.THE EQUIP EQUIPMENT BOB N Bea Street Suite D STRUCTURAL COMPONENTS CF ADJACENT CONSTRUCTION OR FACILITIESStreet ARE NOT TO BE FROM THE SITE ANDDISPOSEDOL LEGALLY UNLESS OTHERWISE REQUIRED TO BE LEFT AS ESC EROSIONL SEDIMENT SS STAINLESS STEEL Portland,OR 97227 ALTERED BY THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. DEFINED BY LAND/PROPERTY OWNER. CONTROL STL STEEL MB)3B7-SAT+ E.W. EACH WAY STRUCT STRUCTURAL w«w.cusninchress.com 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE EXIST EXISTING SUSP SUSPENDED EQUIPMENT,EQUIPMENT SHELTER,GENERATOR,FUEL TANK,TOWER AREAS,AND FM EXTERIOR SM. SHEET VINYL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ADJACENT BUILDINGS,ETC. FFE FINISH FLOOR ELEVATION TIARA THROUGH CONSTRUCTION AND REPAIR AU.DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION.THE FLUOR FLUORESCENT THND TINNEDUCFNSURE: CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY DAMAGE TO THE BUILDING 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN FO FIBER OPTIC T.O.C. TOP OF CONCRETE SITE OR ANY AnurFNT STRUCTURES AROUND THE PROTECT.THE OWNERS MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. FT FOOT T.O.M. TOP OF MASONRY LJ L,' /I REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TOA SMOOTH UNIFORM GRADE GA GAUGE TYP TIP UNIFORM BUILDING O ,OLH,NANE.��c, CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SMALL BE MADE AT PRIOR TO THE CRUSHED STONE APPLICATION.FABRIC USE AS REQUIRED. GALV GALVANIZE(D) CODE ""'PYf S THE CONTRACTOR'S EXPENSE. GC GENERAL CONTRACTOR �- 6 'S+ U.N.O. UNLESS NOTED * / 5. ALL APPLICABLE LOCATES SHALL BE PERFORMED PRIOR TO TO ANY EXCAVATION OR SITE GRND GROUND OTHERWISE O AQ 4"5,, 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION.THE GRADING.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES GWB GYPSUM WALL BOARD VERT VERTICAL A* " IF GYP BD GYPSUM BOARD - YA CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE VIF VERIFY IN FIELD .f j/ mr STRUCTURE SHALL HAVE A SMOOTH TRANSITION. �D� HARDWOOD VT VINYL TILE - f 4'. REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS HORS HORIZONTAL W WEST i0 ,T DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR HR HOUR 1527 13 HT HEIGHT W/ WITH CONELESTRUCTIONTHE AS R STRUCTURAL E TOR SHALL TO MODIFICATIONS.TO WHERE THE HALL MG MECHANICAL.PLUMBING, PROVIDE SAFY THE EXISTING FLOORS,WALL,CEILING.OR OTHER WHEN AETY TRAINTING OR ING FOR THE ER GWORKING CREW AROUND OR . UTILITIES.CONTRACTOR SHALL HVAC AIR ATMIS,VENTING TOOTING MID W N WITHOUT WINDOW AD ��`rIONA CO' .��DOORS.PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR 6. ALL EXISTING INACTIVE SEWER,WATER.GAS,ELECTRIC AND OTHER UTILITIES,WHICH ID INSIDE DIA WATERPROOF WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS ARE ADDED OR INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED AND SHALL BE IN NCH 4 ANGLE MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL EXISTING CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE INFO RFORMATION 8 AND RENEWAL DATE 10/31/21 CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING. INT NTERIOR Q CENTER LINE MASONRY CONSTRUCTION IS MODIFIED.THE CONTRACTOR SHALL TOOTH IN ALL NEW LB(S) POUND(S) R PROPERTY LINE CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS 7. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE LNA ANTENNA AMPLIFIER MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETALS TO BE USED FOR CI AT CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. BUILDING.DRIVEWAY CR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE. MAX AIM7LMMM A NUMBER FERTILIZED,SEEDED,AND COVERED WITH MULCH AS SPECIFIED IN MECH SPECIFICATION MECHANICAL WOR 14. IF CONTRACTOR OR SUBCONTRACTOR FIND 17 NECESSARY TO DEVIATE FROM ORIGNAL LANDSCAPE K' SYMBOLS LEGEND APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTORS B. BEDDING MATERIAL FOR UTILITY LIMES,CULVERTS AND PIPING:CLEAN SAND,MEDIUM TP RESPONSIBLITY TO PROVIDE TIE PROJECT MANAGER WITH 4 COPES OF THE PROPOSED COARSE.SUB ROUNDED NATURAL RIVER OR BANK SAND,WASHED,FREE OF SILT OR CLAY, REVISION OVERHEAD POWER -OHP-p,_0...,_0n - R-- SHEET TITLE CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK N ADDITION THE LOAM,FRIABLE OR SOLUBLE MATERIALS.AND ORGANIC MATTER GRADED IN /� I� CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: G KEYNOTE /p_' OVERHEAD FIBER OPTIC -aFo-aFo-oFO-aw- GENERAL NOTES NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES 4 SECTION REFERENCE POWEFUTELC0 r/P-Tip-T/P BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORSSHALL SIEVE SIZE PERCENT PASSING O. REFERENCE ELEVATION BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 100 G LIQUID PROPANE GAS-LPG-V0-W-UG- BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. NO.4 MESH 6090 ELEVATION DATUMPONT NO.8 MESH 0< O 5 REFERENCE FIBER OPTIC -FD-RO-ED-FD-FO- 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH ARATING OF NOT LESS NNO.O.ISO MESH 0-2 0-25 C3 IA MESH COAX --1900-;;,;,-CpAu THAN 2A OR 2-A70BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT NO.200 MESH 0-2 SHEET NUMBER AREA DURING CONSTRUCTION. CHAINLINK FENCE -X-X-X-X CENTERLINE -- - -- 16. THIS IS AN ESSENTIAL FACILITY THEREFORE SHALL STRICTLY MEET ALL APPLICABLE CODE 9' LO AL,FOR TEMPORARYE GUIDELINE AND EROSION/SEDIMENTATION BE IMPLEMENTED PER UNDERGROUND POWER -Ors-U.-VIP- EASEMENT - _ Ci-1 LOCAL,CITY OR COUNTY GUIDELINES AND PER PAN IF APPLICABLE. AND JURISDICTIONAL REQUIREMENTS. JOINT TRENCH ------- PROPERTY LINE 1. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE U.: - AXIS WATER COURSESA WITHINiSTREAMS,RIVERS,ETC.). :'.' ';i�i� 2. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN MOD FEET THATAAE • - R•.::..'..'•"�!. WITHIN THE FEMA DESIGNATED 100 YEAR FLOOD PLAIN. A9ucE 3. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT ARE .rEASTING FIBER OPTIC, •s 'RI.RESIDENTIAL DESIGNATED SHORELINE AREAS. VAI0.T ,<•' 4. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE LEWIS COUNTY MY WATER BODIES AND/OR KNOWN WETLANDS. ' '•!.•COSTING POWER x TREE TO BE REMOVED 5. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE b.''•.,"r TELCO SOURCE UNSTABLE SLOPES AND/OR LANDSLIDE HAZARD AREAS WHERE SLOPE • -' EXCEED 35%. .....•I'r-' L WP�= PROJECT INFORMATION: N. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE 30 —'I• ANY SIGNIFICANT WILDLIFE HABITAT OR VEGETATION. s'' 4. •4 SITE: 7. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE •" •;i.{'/ ANY SIGNIFICANT HISTORK:,CULTURAL,OR ARCHEOLOGICAL RESOURCES. l•, s �' ® ` • `.f.'; . CHEHALIS RIDGE I THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEETTHAT HAVE J• w • RADIO SITE ANY EXISTING PEDESTRIAN AND BICYCLE FACILTIES. '..'/ / ,® "T„. 9. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT NAVE �,.•,.� 1201 NORTH END AVE., ANY EXISTING TRANSIT ROUTES AND/OR STOPS. J a ♦ \A`I';'., 10.SITE PUN IS FOR INFORMATION ONLY.VERIFY ALL DIMENSIONS. ry•GENERAL a CAE,,, ;' / I ` CHEHALIS,WA 98532 11.CONTRACTOR TO VERIFY ACCURACY OF ALL PROPERTY LINE INFORMATION '1 PRIOR TO EXECUTION OF WORK. . J % • ® DATE RELEASE ID.THE LOCATION OF EXISTING UTILITY FACILITIES HAS BEEN RESEARCHED AT .• / t • �\ —^" A AE LOCATLEVEL.THE LNG UTILITOR SHALL CONTACT THE RESEARCHED ��qq • tour�YRx.R,m UTILffV COMPANIES TO OBTAIN INFORMATION REGARDING EXACT DEPTH 4:' -3' , s nNz, rwCD PULL •® OF BURIAL AND HORIZONTAL LOUTION OF UTILITY LINES PRIOR TO PDX / • `P • • CONSTRUCTION.THE ENGINEER AND SITE DESIGNER ASSUMES NO f.• RESPONSIWLITY FOR THE DELINEATION OF SUCH UNDERGROUND UTILITIES, 41 • MONO LE NEW ea l• ..J� NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON R;s PAD AYJUNRD • THIS PLAN. TRANSFORMER --- /;: TREE TO BE , •''y • .:~', ��- REMOVED TYP. • PROJECT NOTES ,:.::::: .;. ':'...f•"-I-I-I•,... • NEW 18'x 12"CIO EQUIPMENT SHELTER • DRAWING INFORMATION: Z,ZI:I:I,Izri • _ x • 411 DOPING ACC:i ..: �� 7 TALL CHAIN LINK • A . ROADTOSIIE .'GRAVEL ACCESS / + • SECUR-FENCE . WmoUT PE WERE.PERANsswx a IN]xc ..ROAD SEE SIEETC-$ OWNER "oroR THE Nr IS SOO GALLON UNDERGROUND , NEW56 z40 FENCE. " PROPANE TAN:,WITH 10 • •c CUM) / • N/TON SOURCE SETBACK PLANS PREPARED BY: • •I. 0 •. ' V MIN • • • `• . Dee.908 N Bee Street S.)D O5OR 97 • / P or(503 38]433re] .uRnlnPeMlr.mm .//<%1B\(/// NI • • • • • UCENSURE, i • • •:NOWT �OHN \ er i usyruwRw9mmR T • ZONING.."a xDAL ♦* ,——— — o C; 1; 4. I ---- "TT 'O0E { A / /<\1 r— K^ /SrC(' \7- J:r 43 jONAL F-- :MAC, . N /' RENEWAL DATE 10/31/21 I // / I I / 'ARWINNMOM RE I 1 / // .SSOenlu l M I // SHEET TITLE I I I ; / OVERALL SITE / —`_�—--- I / PLAN I __ /' NI——1 // __ a_--1=__a.E-'Ili_—" I+ I SHEEP NUMBER ----T----- I I 1 1 I C1 OVERALL SITE PLAN / IVO7 SCALE:r.4O IZOX34 SCALE:1'=7D 1 • NAVOME�6 not EHOwx FOR CURIORi i::{�� `' .f•,..' •. rr Y', . ;.il• .j.:.;ti i.'._['y�y71�.•�:4:.:s DmRcrbER ::�'� .. 1' N'.'°:,•••i"' >>V.M:..:; kii1, mkilleilli.. LEWIS COUNTY F'' '�__ w )�rvu::A. •C.• tA.. •'i'.:i::'...44r PROJECT INFORMATION: _:K' 'Y•„,.. : i';: { SITE: :,�! :>::;si ;`_ / ♦ g `♦ ;:s;5 s"; CHEHALIS RIDGE .'r g RADIO SITE >•.i':,:E..i /:r.c.i..;:F. 1201 NORTH END AVE., ...�..,'; ;: ♦♦ ♦ 4. •L<q,_ :w CHEHALIS,WA 98532 :'.,::i;, DALE RELEASE I:.EY.iF�%,,;. / `♦ �. DRAWMCIt OIUM11ON: ,'f; e....•,' � TNB PwY.wDD<oPTnwnm.NOBTNE SO"PROPERTY ♦ SINBMOP WIMO Eris un RVmounron ORT FOR E USE of THIS /...:;!.?:?!..,.*.,-.` r / ♦ \ RRAYAWDAlDIw TE INFORMATION Cp TAMFO IN ITN wRMpFN wnxourMwenFx PERMISSION W 1HE o ER. Y 3j.:':.:_-: \ 1FAxYWbI1DE ♦ LL'KE PLANS PREPARED BY: „'.. COOEOMAIEO.IIM &YOGF.SEF ce �';E.':' '-' 4ie IFNRCPMIYFIIP ;�i V•; 4RTTALL96f@RWBIM .�:E/ �...)0, �� + NRI�IE.�PSIIIDIRDXD .t :v'.E f n..l:I.."'t P �,j .P Portland,OR 97222Ie0 ,.iE'".�.'�':%:.-�=�=` 0..78' 503)332-5331 7 a e�,.:. i . . . 019 u Nn9<n9r corn ieir^ ' �t • czy' ffi .,\ /I x� 0 JOHN Cli :r1 }T.�.— A....=�; '>° �snrDlEe MOD \♦ W'�I ski :fI': N^f / —\ ♦ 13A1i CAW fUTAEEIDEr ^ `/ (Ce + MITER SE L10 ♦/� j 1527 9 `(V :`�d:s:t;«.':' mwTESEsmca ♦♦ / \ 4 9 e GISTE• V~ {:, 1 DRRMKE SEE REST 4 + ,,•.I;S;y'.f7l '}f!;• ♦♦ i/ a RENEWAL DATE 10/31/21 PROPOSED0. .Ill TALL OWN LNE .;.;. ♦ scrum EDRr:,9:E sxm ca 4. l;A:;:9;: Insr.0 soo r,.ucox UNDERGROLNO R .n.i".`..+5` BY fEAPELL 00.0 TOYED E�Al.FE4YATlRE �%+{ i("y�� TOEE WI' roNIRACT ETD •.i.;'r-...:j;}.:; PROM I LUMS a LEAN SAND saw �•A"�';'+�tiiEv J- �♦ SHEET TITLE Y`" ♦ ENLARGED SITE `♦ 1 PLAN / N ♦ ii SHEET NUMBER C-2 ENLARGED SITE PLAN I nxn SCALE I-ME j MET SCALTT-TH 1 NOTE: • FOR CONCEPTUAL PURPOSES ONLY • TREES NOT SHOWN FOR CLARITY • PROPOSED PROPANE TANKS AND ENCLOSURE NOT SHOWN FOR CLARITY TOP OF LIGHTING ARRESTOR ®�-0'"�'I" LEWIS COUNTY PROJECT INFORMATION: (3)DB222-A EXPOSED Rx A.(RODWHIP ANTE TER Nfe 84'-0'AGL N- /f OMNI ANTENNA,10'-7'LONG SITE: MOUNTED @ 79'-0°AGL•1- PROPOSED(1)FLASHING DUAL TOP OF MONOPOLE RED/WHITE LIGHT MOUNTED CHEHALIS RIDGE @BD'-0°AGL+I- TO TOP OF MONOPOLE, RADIO SITE REQUIRED BY FAA a'o MW DISHES 1201 NORTH END AVE., RAD CENTER 75'-0'AGL�A CHEHALIS,WA 98532 DATE RELEASE 9.14.2020 CO (2)MICROWAVE DISHES MOUNT USING MEOW DUTY CHAIN + LAYOUT•R¢wexrm MOUNTS,AZIMUTHS 15°0195' 4.+11.202+ RLEm (3)DB222-A EXPOSED To DRAWING INFORMATION: (3)WHIP ANTENNAS OMNI ANTENNA 10'-T LONG AOS G THE SOLE PROPERTY RAD CENTER®55-0°AGL H- Of THE OVMER.IT IS PRODUCED SOSELY FOR USE M'11W MOUNTED®50'-0°AGL H- OWNER RHO AmLMOR W.9EVRODUCTMN OR USE O...MOH CONTAIRED IN ITKTND FORBIDDEN WITHOUT T.WRITTEN PER.SION Of THE PLANS PREPARED BY: ° _ IIIf_ 909 N Beam Street Suite D Poland,OR 97227 (SO)1e7-e991 wesv cuenngergr.wm LICENSURE: ,)OHN C : • e 80'ROHN DIRECT EMBED—N. MONOPOLE 1Yx1B'EQUIPMENT SHELTER.SEE .�1527 E3 CAVL PLANS FORDErMs,SHEETS 3. F.' /S L ICc.-\-77 fICE BRIDGE J BOLLARD TYP,SEE 'r '` DETAIL 6 ON SHEET CA - 'J 'L f RENEWAL DATE 10/31/21 UNDERGROUND L L OPANE TANK r + FOUNDATION BY TOWER • SHEET TITLE DESIGNER MONOPOLE ELEVATION SHEET NUMBER C-3 SITE ELEVATION 11X17 SCALE NTS 22X34 SCALE:NTS 1 s's. :i. i.g.',m-',,,.. .: ;:j4,,,,,l',',i,P.--. , —, :1.-4:.';f:7 '.... I , / / / -Mtik- • '7X.. ..{,..,,: ':'?P'i"'d`S't: \ l i / a:'t. / / , J LEWIS COUNTY i. \ ". !1 Y•�: "�:..�j•l•A� M1 �' ./ I l I ' // l /',----1_,, • i'4 yA•j,•x.;. ' / / PROJECT INFORAUTMk1: \ :;Y.:.'.4..:.1q j .,:ial,;r..!-•N /'//i ,,,,L. / / /sr ,/ _ _/ .'.'/ -I;tC'.., ' / / / SITE. �\ `\ ;.r`.-':".:T ;.;. a,+:ate:•,;/ , - `:7P ' / i _ (: i+• / CHEHALIS RIDGE \\ j:%`; ; .. ;`:::'5.Z ,C-, , ' ,_ _ '\\ .\\\\ ,-_--_ , RADIO SITE ` \\`\ .`+.y'..1.•E•, ?,.., :«;h , / / , /--- \ \\.` I\ \` , .;a6'::,,,rl.r/ / 1 1201 NORTH END AVE., \ %'r±.,:,!4'l&;t.2R.+tJ. 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OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,NJ ACCORDANCE WITH LOCAL,STATE,AND FEDERAL REGULATIONS. 2. THE IMPLEMENTATION OF THESE ESC RAMS AND CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND A011411114 UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL 1. MANTNN THE NATURE NESTTATIOI A MINIMUM UW w'FAMINE SGTMEMDROPPRTY AS IT CURRENTLY LEWIS COUNTY CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION.AND VEGETATIONIANDSCARNG COSTS TO PROVIDE A BUFFER TO TIM RESIDENTIAL PROPERTIES IN THE WINDY. IS ESTABLISHED.THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 2. ALL RECOMMENDATIONS OPTTEWES MOUNTAIN GEOTECIBIGL REPORT,PROJECT NO.IBITEGEO,Nun 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD BE ADHERED TO, PROJECT INFORMATION: PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE CLEARING 3. WORN MY NOT COMPILE IRITIL ALL REQUIRED PERMS AND APPROVALS HAVE BEEN OBTAINED. LIMITS SHALL BE PERMITTED.THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR INCLUDING,BUT NOT UMRD TO,CIVIL PLANS.BUILDING.ETC. SITE. THE DURATION OF CONSTRUCTION. A. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND .. ALL CONDITIONS OF THE ARABRDWUHNGTON STATE DEPARTMENT OF ECOLOGY LETTER.DATED MY 1, CHEHALIS RIDGE GRADING ACTMTIES,AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER MN,NWT BE ROT.SEER.C4'2' DOES NOT ENTER THE DRAINAGE SYSTEM.ROADWAYS,OR VIOLATE APPLN'AMF WATER STANDARDS. 5. AU GAINING AND FNLNG OF LAND MUST UTU2EUET CLEAN TILL ALLOTIER AMTFRULS MAY BE RADIO SITE 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDRWNS. CONSIDERED SOLO WASTE AND PERMIT APPROVAL MAY BE REQUIRED FROM YOUR LOCAL JURISDICTIONAL WRING CONSTRUCTION PERIODS,THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED HEALTH DEPARTMENTPMOR TO M.G.All REMOVED DEBRIS RESULTING FRED THIS PROJECT MUST BE 1201 NORTH END AVE., STORM EVENTS APO TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. DISPOSED a REALM AT AN APPROVED SITE.CONTACT THE LOCAL JURISDICTIONAL HEAL DEPARTMENT FOR 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS PROPER MWAGFMENTOF THESE MTEBMLS CHEHALIS,WA 98532 NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. S. EROSION CGRROLMFANFESMBT R IN PLACE POOR TOAST CIFAMNG,GRADING,OR CONSTRUCTION. DATE BEELINE 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 113 THE BARRIER HEIGHT.ALL CATCH THESE COMMIE MEASURES MST R EFFECTIVE TO PRYERS STaMWATER RUNOFF MOM(AMEND SOIL BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATIONS SHALL AND OIERPOLLUTANTS NM)SURFACE WATEROR STORVURABST UT LEAD TO WATERS CD ENE STATE. NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. SAM.W.T.CLAYPNITIDES,MO SOIL WILL DAMAGE AQUATIC HABITAT AND ARE(MOOED TO M 1047.2M MA. Hmwwxm B. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION MC POLLUTANTS. _DIMON IMAM° MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE Z. ANY WOW OF SEDIMENT-LADETI RUNOFF OR MIER PSEUTNRS TO WATERS OF IRA STATE IS THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. WOL.RTIDN OF CHAPTER 90.413 RCN,WATER KLLUT,N EMERGE,MOM(IT1.2014 WATER QUNRY 9. STORM DRAIN INLETS.BASINS,AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE STANDARDS FOR SURFACE WATERS OF ENE STATE OF WASHINGTOM,NO S SURIEET TO BFORCFMMT COMPLETED AND/OR VEGETATION IS REESTABLISHED. AETON. ID. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 11. IF THERE ARE EXPOSED SOILS OR SOBS NOT FULLY ESTABLISHED FROM OCTOBER 1ST THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT.SEE THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(CHAPTER I)FOR REQUIREMENTS. 12. NO EXPOSED.BARE SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO DAYS DURING THE PERIOD DRAWING INFORMATION: OCTOBER I THROUGH APRIL 30 OR FOR MORE THAN SEVEN DAYS DURING THE PERIOD OF MAY 1 THROUGH MS DRAM.IS[011TRIMPED AND IS THE SOLE PROPERTY SEPTEMBER 30.ALL DISTURBED SOIL SURFACES SHALL BE STABILIZED BY A SUITABLE APPLICATION OF'BEST OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY INC MANAGEMENT PRACTICES. OYMFR AND ITS AFFILIATI,REPRODUCTION OR USE OF THIS IT IS . 13. WHERE FEASIBLE,NO MORE THAN 500 FEET OF TRENCH SHALL BE OPEN AT ONE TIME.EXCAVATED MATERIAL STAFF REPORT NOTES SCAIE.NTs I 2 WITND„T,NEWMT,rnI>ERMIs31DNOFTHE SHALL BE PLACED ON THE UPHIL SIDE OF TRENCHES PROVIDED IT DOES NOT CONFLICT WITH SAFETY OWNER. REQUIREMENTS. PLANTS PREPARED BY: 14. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. EROSION CONTROL NOTES SCALE:NTS 1 , _ ii ' 111 [_ 909 N Beech SM.,Suite D PONa..OR 97227 UM,387.331 www.CUSNirgbD9r.COm 9i•a 2`WOW POSTS(UNTREATED).R �YEO�� LICENSUM, POSTS. D EQUAL. C+ MOTS APLLS OII YWRE STEEL FENCE OA WELDED WINE FABRIC �• JOHN C M EWIaOi o LYERFABRIC MATERIAL A �O VAS A?, ll� FiBRO io w � �MRAFI RED1 12•IC .19 OF H v/ • 47.10 1 • A 5�R4 i 0 " .A sa"r a 7r ', (TAP) `k} 4), 141527 9 Cc, - 1' •4% •rr,• •• 'U\ •••, A 12-ADM.DEPTH F CZSTE L6 \� 4q R /ilrc� A` sf �� F W OC MAX (111,4 3/B•-3/C WASHED GRAVE GROUND III a-B QUARRYCAMS ,g IONAL F ROT FKTFS P.B IN NOTES: A°RAVEL-MUM TRENCH uxDlsTURRED eRo rum FABRIC RENEWAL DATE 10/31/21 1.FILTER FABRIC SHALL TO CONTINUOUS ROLL CUT THE LLM°TN OF THEBARRIERTO AVOID USE OF JOINTS.WHEN MINTS ARE NECESSARY, FILTER CLOTH SNAIL BE SPIJCM MUTER ONLY AT A SUPPORT POST, WITH MINIMUM 0-I11CH OVERLAP.AND SECURELY FASTENED W ROTH ENDS 2.A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE WISDOM SIM OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1-INCH LONG. TIE WIRES.OR.0 RIMS.ME WIRE WILL MEND INTO THE TRENCH A - TME ORIOIINAL DRRDUIMo IS.5MACc NO EXTEND MORE RAMS 24 INCNFS ABOVE C' ChehatiA City of Chehalis 3.WHEN EXTRA-STRCNOTH FILTER FABRIC A.-POOR MU.POST SPACING City of SHEET TITLE TIUERE f OR RC IWRI°ELL BE STAPLED DR WIRED mRErnY TO THE"POSTS w•/Tu1 TEMPORARY STABILIZED GRADING a OTIOR PROVISIONS MILL _APPLYING. SILT FENCE CONSTRUCTION ENTRANCE 4.SILT FENCE SNAIL NOT BE °BEFORE THE 55101515E AREA BOO.BEN UM° APPROVED BY pm la EROSION CONTROL xMO SHALL et MPEam WMmurzLY AFTER EACH MMPAIRs /) APPROVED BY oNa 3_2 S.SN.LE BE MI.WADE CO OIATELY.REED RAINFALL ANY REIXNRED DPBRAO R�,J„�, T-4 gas o R 77JdM6 mom taw NOTES a DETAILS I DRAWING MDT TO SOME CITY ENGINEER 11E/2WA TRH TO MIMI CITY ENGINEER I/02/1003 /2 SHEET NUMBER C-4.1 NOT USED 3 EROSION CONTROL DETAILS 4 _iii411111166— LEWIS COUNTY PROJECT INFORMATION: SITE: CHEHALIS RIDGE RADIO SITE 1201 NORTH END AVE., CHEHALIS,WA 98532 DATE RELEASE aiNal I..`r. Hillary Hake tettom el co --- T, May2,2019 s11.201e MALo ''..0 Page STATE,WaStalt.r0.1 COWLITZ RPM MIK NAwE TurascwER udteuAeT DEPARTMENT Of ECOLOGY Construction Stormwater(timed Pamir. t R v a..wnne*asW+,rz.eMaa0rsw9 Tire following constnialon actnveies require eoverege under the Cnneuurion Stormwger ,,r nbr wes,ugs wn+v roraa.ee a eon.monaeyaa.eaa n7u3eN, General Permit: in Ple event archaeological or historic nwer.n.e eewmered ark.pass ado.y.work m the memmte e,mummy aiming.o 100 baser;thiemmag may vow N mem..aelmutnap I.Ckming galling cod;«etcavemlon that rewlantme Stall a<orwswnrore. urea sad disclurges uormwper to surface waters of the State:and and me fowwmg man taken. May 1,2019 2.Clearing,grading and:or eva,anon an sites smaller than ore acre Mat are put of a a implement reasonable measure,N protect me them,site,imldla larger common plan of des clopmcna or sale,if the common plan of Melapmern or DRAWING INFORMATION: comma,and silk will ultimately disturb one acre or mac and dimherge stmmwder m surf 2 lake soymable steps toensure sure ion«confidentiality of the disc.,Me,am, r.of the State. INS DRAWING IS t lake reasonable stem to rest..acte to Betsne of Ms.,y. Hillary Hake,Planner al hThis includes rarest micsa(itrluding,but not limited le class IV conversions) T.EP'wO If n PR00uem SOLELY PM usR 1,11 be pastes pmporcnt will iwU me concerned ropes and all appropriate Lewis Canny that arc pant of,,conunhclian activity Al was result in IN diswrbarce of one« PM MP AaSWe3.n ,CO... o,at IM.iIT I rxrs h opriate.nuotv.sate,and twn.l Community Developmhmt res,atlhacharge to surface waters of w Stale:and WITRiTTT THE%TTEN EMR9ImC.TM agencies...N.0th.the Departmentals Nx,logy and Nsnom Prrse,vnun.Ills agencies ma tribels) 2025 Northeast KeeekY Avenue J. Any sin canelmnian activity discharging atomnwarn to waters of Mine that OWNER. will discuss possible measures to remove«amid cultural material,and wig ma.anagreement won Chehalis,WA 98531 Ecology: e prgeg proponent regarding actions to be taken and...Mon of material. al Ogenngton significant contributor ofpollnamsroxarrsof the Sum of PLANS PREPARED BY: Our Hillary Hoke: WasReasonably 11 human rem aemw he Native. km waft-e affected Tribes Thank you for the opportunity to comnent an the determination of nmsigni(eance for the hewn ll he actin.firs.,and the Is)ReasamaNY expects to ou¢aviolatmn of any warm 9wlitY standard, wwake place eInode. isposnnn,il the remains are determined nOf ssaid,,l*•eI Rn - . County CommunicationFacility Coil ISFPA-IY-0OOa.locatedty Tbe0eu Jefferson Avenue. I,,here arc kmwn Ipwed -Person add- information _ Peeked coded p iT Si,-tn<naroagwt acne:and Resounws.`foe FopiegOgmlis as eleg,lPmgmed ray Cush rag C vd Engiuers for Lewis County.The Department of (including.bon limited temporary and sediment I pl , Imwater :. l - appkabksareawsad Washington Sate Executive Order OS OS'Amnaenlognee Fed...laokgyl reviewed Mc environmental checklist and hiss the following comment sy pop ion prevent pla'f of Loom a -h concentrations and depths fora, L I I and Cuawdeesnurss Additional state and federa kwlsl mavaso reply map depiamg w sample lo em(sl'and additional studies:mons regarding „ L SOLID WASTE MANAGEMENT:Derek Racket(SW)a0Ti287 °mamma..will be required N be be submittal. 9U9 N Beacon Street,State D 4 Is nawwh eo ,.,ed to?Qna el'mtive ten doawe b,waae don oce2�m Lpe3l MPpogo Al) and fillip f land must utilize and fill.All other mammals ma be You May I line or an application hom Ecology's ebsite at: Portland,OR 97227 Paean is underwm. arms". eat Y clean Y grew e y m app cllo,w 503)387-5331 canards".solid mule prte.d ping,approvalovedy be debris,noh from your is par ject and be sited operators m.we.applyfor ap permit at 1.90 ho d.ya prior t0 -A urging,t9.Construction fortes bnMm.fkn. health department a,prior a fining.All removed 1pi redoing f this project Nor a site rap chop muse apply for a pumail I pry a days prior m mofA.,I0g u«mwater from uww aMirgwngr.mm managed oft an a seroval vet.Conan the local juramktiaal Nalco department for proper construction activities and must submit it on a before the dam of Mc fun public DOOR. management ortNac materials sm.se:room Ecology's c cumulus are based upon offomutiio provided by the tea auger.ba.i ed.r le aatua N'ATERQDALRYIWATERSNED RESOURCES UNIT: may not constitute an etMuNivelnsm oflN various Ill he pie,pstbM must Nobbiead«kgd LICENSURE: ere ChM Mentauae-Bmkwell(3401407-6360 regwmtxmks that must be rdfilkd in order to catty out the prposcd action. ., somr3i' Erosion 1 rmasurei must be in plea prior to any clguimm grading-Of commotion. If you Mve any questions or would like to respond to these comments,phase contact the O H N C Thee control m m N effective to prevent gammas molt from curving soil appropriate eeMewing staff lied above. /I pat MO I5,0?I.0� and other pollutantsinto surface water or stammdm's that lead to waters of the state.Sand \, rf WAS$y VS silt.clay panScks,and soil will damage aquatic habitat and art considered to be pollutants. Oepmmcnt of Ecology ,•1 it _ Southwest Regional Office P Revised I9 sepember mat Any discharge of sediment-laden runoff or other pollutants to wpm of the sate is in ~ r�l violation of Chapter 90.08 RCW,Water Pollution Control,and W'AC I,,obi1A.Water (JG:201901972) 0-.. h. - iad dE Quality Standards for Surface Waters of the State of Washington and is subject to enforcement eaion. a:Chris Montagu-Breakwell,WQ J.1 .. Derek Rockett w j �� / 1Dag .LewisCouty(Prwonem/ � OnCISiEF, ,r' UNAL ,c) _ RENEWAL DATE 10/31/21 SHEET TITLE GRADING 8 EROSION CONTROL NOTES&DETAILS II SHEET NUMBER C-4.2 COWLITZ INDIAN TRIBE INADVERTANT DISCOVERY LANGUAGE 1 WASHINGTON DEPARTMENT OF ECOLOGY LETTER 2 NOTE: • FOR CONCEPTUAL PURPOSES ONLY LEWIS COUNTY PROJECT INFORMATION: II(...----, iSITE: '\ CHI MOSS TDGE :UIGYMES 1 E 1201 NORTH END AVE., • CHEHALIS,WA 98532 DATE RELEASE liniMED WOW / • °�/ 14.a --- M19,N1NNnOP II MODEL NUMBER WEIGHT MODEL NUMBER WEIGHT MODEL NUMBER WEIGHT DRAWING INFORMATION: HP4-5.2 851bs HP3-52 501bs Db2224 1610+ THIS DRAW.B COI/MOWED Y10 IS THE SOLE PROPERTY MANUFACTURER DIMENSIONS MANUFACTURER DIMENSIONS MANUFACTURER DMENSp/S OF TNF OWN01 IT IS AFFILIATES RSR SO SOLELY FOR OATION EE STAAT RADIO WAVES 40 RADIO WAVES 3'0 D IN IT IS _ COMMMSCOPE 2551N FWNED.FORBIDDEN wmdrtT DRAWING AND/Olt TIE PoAs.TFN PERMISSION a THE PLANS PREPARED BY: OANTENNA DETAILS SCALE N.T.Silial 909 N Beech Street Suite D VALMONT HD CHAIN MOUNT WITH Portland,OR 97222 TIE-BACK ARM,(MODEL ODCHB) I5031 -5111 .y.e09r mm VALAIONT DUAL STANDOFF VALMONT DUAL STANDOFF JJJ��( ARM,(MODEL#DSM4) _ C/'\ ARM,(MODEL%DSMO) /`''' \ �. _ ' �/' `\�J UCENSURE: \ 40`\ ,,,. \IIIIII' qi!_ E ‘_ s. BO'TALL MONOPIXE / BOTALL MONOPOLE 4.5°OD STANDARD PIPE IMIMIll I VALMONT UNIVERSAL RING H MOUNT. UNIVERSAL RING MOUNT,(MODEL pLWRM) MOUNT,(MODEL IILWRM) 780• +Bo• SHEET TITLE • i T; WHIP ANTENNA,TYP +�. WHIP ANTENNA,TYP ANTENNA PLAN HP3-5.2 ANTENNA Et DETAILS 79'ELEVATION 75'ELEVATION 50'ELEVATION T SHEET NUMBER ®PROPOSED AZIMUTH DIAGRAMS N C-6 SCALE:N.T.S. 1 FENCRIG NOTES: POST TO BE SCHED 400N 1. GATE POST,CORNER,END,OR PULL POST 4'NOMINAL(4"O.D.)SCHEDULE 12. U.N.O.GATE POSTS SHALL BEEXTENDEDOFRB D1 INCHES,INCLUDING DOME CAP, HINGE SIDE OF ALL GATES 40(50 KSU PIPE,FOR GATE WIDTHS UP TO 6 FEET OR 12 FEET FOR DOUBLE TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. SWING GATE PER ASTM-F1063. 13. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE,AND A B',0,10'M/ 14' 2. UNE POST:2-3/8"0.D.3.65 LBS/UN FT.ASTM-F1083. FULL-WIDTH HORIZONTAL BRACE,SECURED IN PLACE BY USE OF GATE BRACE 3 STRANDS OF BARBED SECURITY / / CLAMPS. TYPICAL PANEL GATE TOP RAIL 3. TOP RAIL AND BRACE RAIL 1-1/T 1 9 O.D.)PIPE 2.72 LBSNN FT PER 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTOR LEWIS COUNTY WIRE MOUNTED ON KNEE BRACE / !J// ASTM-F1083.INSTALL BRACE AT ALL CORNER LOCATIONS AND ADJACENT TO AS SPECIFIED;BRACE TO 4,lA7( STRETCHER BAR WI WITH MODEL 6409,'0.D. ATTACHMENT OR APPROVED EQUAL. OUTSIDE I MUSHROOM BANDS GABS' 15. GATE LATCH:1-3/8'O.D.PLUNGER ROD W/MUSHROOM TYPE CATCH. 4. GATE FRAME 1-1/2'(7.9 O.D.)2.72 LBS/UN FT.ASTMi10(X 16. A 6'X 1/2"DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACED AT / FENCE POST(fYP.);SEE CHART 5. FABRIC SHALL BE TWO-INCH CHANUNK MESH NO.9 GAUGE(0.1481 WIRE. LINE POSTS. PROJECT INFORMATION: {•}; }};;.}}};¢(} :•: :yI:1':};�;„�.;) BELOW FOR SIZE THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. 17. STRETCHER BARS SHALL BE 3/16'OR HAVE EQUIVALENT CROSS-SECTIONAL ;:; :1 JL+X:i,! ::::j};::i*:.I:K:1:i:K:G::}; :& FABRIC SHALL CONFORM TO ASTM A 392 CLASS 1. AREA. }-:Y ;:•••+r •••:•:••:• •••II::::,:::y:•:•: 6. TIE WIRE:MINIMUM 11Ga.GALVANIZED STEEL.PROVIDE A SINGLE WRAP OF EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND SITE. CHAIN-LINK FABRIC TO TOUCH FABRIC TIE AT POSTS RAILS AND AT TENSION WIRE BY HOG RINGS. 18. U.N.O.ALL POSTS }=:::•,:� ::$:%:•:::•:::..::::i::?:•i:•:v WIRESUPPORTING ARM. !- -•••'.;.:•: •••II ••;•• • MAXIMUM SPACING 24"O.C. BARBED GROUND MAX 19. ALL CAPS SHALL BE MALLEABLE IRON DOME OR ACORN SHAPED AS REQUIRED CHEHALIS RIDGE ::.,II.......... . r„itj:i 7. TENSION WIRE MINIMUM?DOUBLE GALVANIZED STEEL. GRADE SITE PER NOTES ON :,}i:y ::}:?:. - ii:•:If C4 4i:fi: BOTTOM RAIL AT BOTTOM OFBY PIPE SIZE. SHEET G1 -• - 8. U.N.O.W/F BARBED WIRE: 4PT.BARBSS 12 SPACED 1/N 0.0.OX.5"CENTERS. WIRE TO 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CUPS,BAND RADIO SITE B• ''"�- I FABRIC MATCH W/FABRIC,t4 Ga.GUARDS ON APPROX.DOME CENTERS. gall •-•II=8=1 '0=11=1 '�sCUPS AND TENSION BAND CLIPS. III =II=11= 1=- 9. U.N.O.BARBED WIRE GATE SHALL BE PRESSED ST CAPS. 1201 NORTH END AVE., -ll - ' -- - 10. U.N.O.BARBED WIRE SUPPORT ARMS SHALL BE STEEL COMPLETE 21. U.N.O.WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED,24'DIAMETER TRUSS OR TENSION R00 AS REQUIRED �I FOOTING W/12•CROWN;SEE WITH SET BOLT AND LOCK WIRE IN THE ARM COIL.BARBED TAPE,STAINLESS STEEL,CYCLONE FENCE MODEL G8P TO TYPE CHEHALIS,WA 98532 CHART BELOW FOR SIZE d 11. PROVIDE TWO 5 FOOT WIDE OUT SWINGING GATES,(UNLESS NOTED 111 SHALL BE FURNISHED.IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY DATE RELEASE DEPTH OTHERWISE).NO PERSONNEL GATES ARE REQUIRED(UNLESS AS DIRECTED USE OF SIX(6)BARBED WIRE ARMS POSITIONED ATOP EACH LINE/CORNER9,4=0 MIL CO BY THE CONSTRUCTION MANAGER).GATES SHALL BE ABLE TO LOCK. POST' ' �vo.Tm u ImAw.uAro FENCE d GATE NOTES: 22.U.N.O.ALL CHAINUNK FENCING COMPONENTS MUST BE HOT DIPPED 1.GATE FRAME-1-78K 00,TOP&BRACE RAIL-13'81 OD,SCHED 40(50 KSI)ASTMF1083. GALVANIZED. }141' `OI.fD FOR SIGNAGE,SEE DETAIL 6 THIS SHEET 2.FABRIC GA.CORE WIRE SIZE 7 MESH FABRIC;FABRIC TO TOUCH GRAVEL BASE. 23. WHEN IN USE,PRIVACY SLATS TO BE A NEUTRAL COLOR. d TIE WIRE MINIMUM 11 GA GALVANIZED STEEL. 4.BARBED WIRE:17(3)STRAND. 5.GATE LATCH:SEE DETAIL 4 THIS SHEET;VERIFY WITH CONSTRUCTION MANAGER. GENERAL FENCE NOTES SCALE NTS I 2 T HIGH GATE/FENCE POST TYPE POST DIAMETER FOOTING SIZE NOTES: DRAWING INFORMATMIN: LINE POST 2-3/8'0 12"01Q4" I. ALLPOBTRBQIEO 0ABTMEI003 1.5 DRAM.4 IS CORRe10.31,wP 15 RR SC. ^^D^1R^ n Us4 5015 CORNER POST 4'0 12'0X36' z MI FnXxJOTo eF sxcNEFREo er FENaND wxiA vo SAMUR,.xvwoucnw OR USE OFT. -GATE POST _ 4'0 12'0X36' NANufACTWEPAAP APPROVED BY PRW.MGR DRAWING KAMEMmlox,vE wRRA 5MOfudo D.rrts THE TOP RAIL 2'0 wRrnur BOTTOM RAIL 2'0 PLANS PREPARED BY: 8'HIGH GATE(FENCE POST TYPE POST DIAMETER FOOTING SIZE NOTES: 11111111 LINE POST 2-3/8'0 12'0033' 1. ALL POSTS:SCH.40(50 KSI)ASTNF1083 CORNER POST 4'0 1r0x36• 2. ALL FENCING TO BE ENGINEERED BY 909 N Beech Street.Sole D GATE POST 4'0 18'0X38" FENCING MANUFACTURER U APPROVED BY PROJ.MGR.FENCE MANUFACTURER IS Portland,OR 9]l]] WSN)3AR 0/J POT&VERIFY TING OF TABULATED .awp-BUll POST d FOOTING SIZES TYPICAL FENCE ELEVATION SCALE:NTS I 1 LICENSURE: 2'NA GALVANIZED STEEL F1'T. Qs\OHN c � -4� , sy NOT IN USE SCALE NTS L3 p e 4-� • • rj. _ or Y' II I.Ill� I T ��/ 44. ,1 EXTERIOR SIDE I COMPOUND SIDE 07 A 1527 C II : 7 : t �7 1 t 12' o f GiS TESL -'5527 F' �� I �r=r NOTICE ZONAL 6� II WELDED STEEL HIGH TEST 0 AIIIIIIIIIIME11116 ' ((C.))) •:�f.�...�.�_�I RENEWAL DATE 10/31/21 BOTTOM OF FENCE FABRI I AR.-r�.•.+-+a."+�-' WITH COMBINATION LOCK •�.r�,r AGGREGATE SURFACIN I •�� ... a SHALL TIE INTO I NO A.�-....�-. •rrrr..r.��--EXISTING GRADE AS R•r►A'p�I•.Hz A"'..'=A...4� REQUIRED TO PROVIDE II ^r Ar.so.ow ma ••r^yo.••••+��rw..tir�. CLEAN TRANSITION I TYPICAL COMPOUND SMOKING =�'-==�"" •----_-'__ . I SECTION �- ----- - '~ SHEET-ITLE MAX. I,. :. - ' FENCE DETAILS 'SIGN NOTES: SIGN NOTES: SIGN NOTES:-v (�'`v�V4 1. SION MATERIAL 180A 1. SIGN MATERIAL,18GAALUMINU 1. SIGN MATERIAL:iBGA �`l`�` ALUMINUM LETTERING ALUMINUM O'O'O 2. LETTERING COLOR= 2. COLOR= 2. LETTERING COLOR= �`� 3"BELOW BLACK BIAq(IVNffE BUCK �.� �` FNISH GRADE CONCRETE MUSHROOM GATE STOP INSTALLED 3. WHITE/WNDCOLOR= 3. BACKGROUND COLOR= 3. BACKGROUND COLOR= '��.9 - ABOVE THE FINAL GRAVELED GRADE BACKGROUND WHITE I BLUE YELLOW 4 e (INSTALL PER MANUFACTURER'S INSTRUCTIONS) SHEET NUMBER C-7 TYPICAL FENCE SECTION SCALE NTS 4 GATE LOCK&CENTER STOP SCALE NTS 5 NOT IN USE SCALE NTS 16 COAX BRIDGE SUPPORT r-0 IT 1PROC/MX COAX BRIDGE SUPPORT TVPAR 3401 FABRIC DATA 6'CONC.SLAB WON l l(PER FOOT SLOPE AWAY FROM BUILDING BRACKET FFID VERIFY BRACKET TENCTE S STRENGTH 143 LB BS ROD PSI W/GRADE (BROOM MUM) TENSILE STRENGTH 30 Si Ahl---Ali. 6014.1r D.C.DV 2YU. WATER FLOW RATE 60 GAL/MIN/SF PCP. r k'OC MAX GRIPSTRBRIDGE:ITMWLV. COAX BRIDGE-II 124"WIDE 1 NOTE:STRIP ALL ORGANICS APPARENT OPENING SIZE 70 US SIEVE SAFETY GRATED WAVE GUIDE •` t PLANK 14 GA. LEWIS COUNTY SHELTER 3/(CHAFER BRIDGE CHANNEL,OR L I ��/r ' ON EDGES APPROVED «`'"'!!!! / i6) 11 COAX SUPPORT BLOCKS AT 3'-B MAX O.C. {'OF 3/{'CHIP ROCK; �/ PRISM TRADE __4—_ ON ALA 1` NO FINES PROJECT INFORMATION: l•IL, SUPPORT COLUMN:ROOD 4'OF 3/{'-WNUS 4jy�,a{ CALM.SCHED.40 P)ST %s EWE OF BUILDING 1D-0'OC MAX CRUSHED ROCK SITE: COMPACTED 95% III �� GROUND KITS;OR APPROVED I �I EXOTHERMIC WELD, TO GROUND RING GEOTEXTILE CHEHALIS RIDGE f�u� ! EQUIV.(EACH COAX TO BE TYP. CROWN TO DRAIN;TYP. FABRIC, ♦V V I V V V • � GROUNDED INDIVIDUALLY) /j TO GROUND RING T�^R" 1 ��AO' RADIO SITE •• • -• • • • . M,• INSTALLED BY CONTRACTOR �/ OR EQUIVALENT ��\.Lk\.A.\-n�\.\. 1201 NORTH END AVE., v��"� \v��iAiI iRiv5` �+W'1 'L'v<'=..i OR SUB CHEHALIS,WA 98532 �g..' (OF 3/(-tRI61ED ROCK CONC.FOOTING; TYPICAL -`/,✓•a T •Y ^P !-t.':J FOOTING MUST BE 6' BASE DATE RELEASE 1r COMPACTED S6&SE s sa BELOW FROST LINE,TIP. NOTE:WEED PREVENTION:AS APPROVED BY OWNERS PERMITS,FEDERAL,STATE ENVIRONMENTAL AND LOCAL EXISTINGSU'RN FRONT ELEVATION SIDE ELEVATION REGULATIONS AND BUILDING CODE,ONCE R IS READY FOR GRAVEL AND GEPTEXTILE FABRIC,THE AREA SHALL Ton Mu uwws•snuavN...,o l/T 1EOPRFIE FILLER W/BACKER ROD THEN BE TREATED WITH COMMERCIAL GRADE PRE-EMERGENT AT A RATE RECOWAENDEO BY THE MANUFACTURER s 1Fsa, MN CO NOTE GRORND COLD BUDGE PER THE REQUIREMENTS FOR THE SOIL AND OBLATE AT THE SITE. SHELTER FOUNDATION OF THE MOTOROIA R56 MANUAL CONCRETE SHELTER ENTRANCE SECTION DETAIL SCANi5LE 1 ICE BRIDGE DETAIL SCALEN 2 COMPOUND SECTION DETAIL SCALE'N 3 — — DRAWING INFORMATION: 3'OF 3/4"MINUS CRUSHED ROCK roOf THE OWNER.fr IS PRODUCED SOLELY �oulusE o:OR,: WN EXTERIOR SHELTER LIGHT COMPACTED TO 95% Y THE DRAWING a TW i 1WNRno+con1DRW w IH Is PROVIDED WITHSHELTER LIE 1.1 ACCORDANCE WITH ASTM-D698 owrvm. TxwTTHE vmrtrzry PEBWssa a THE APPROVED SHELTER IT OF 3'MINUS CRUSHED PUNS PREPARED BY: ROCK COMPACTED TO 95%IN '^ ACCORDANCE WITH ASTM"D698 STANDARD 6'0 STEEL PIPE, CONCRETE FILLED PAINT MIRAP 500X GEOTEXTILE W INN UI[OATS EPoXY (I 2"OVERLAP AT SEAMS) ENAMEL(YELLOWI .... ........... CROWN TO DRAIN MODEL NUMBER VIEIGNT '• , -. •: WH N Beech Se'eel2 Mee D WPLED4T50/D10/WS2 28.0 lbs STRIP ORGANIC W.. \\',\�\\'\�\\',\�\�\� II II,.1 I.'..III Portierd,OR MANUFACTURER DIMENSIONS \�\��\�wts.4.4.�.4.4.� 1 II Isoal�e�sari RAR LIGHTING 1 DIMENSIONS II ;1 I.'11- %18'O CONCRETE '"^`^"c"s^^sb^o!cem - Il..j �� II FOOTING= UNDISTURBED SUB BASE I II�;i 'II I II � I�.I,'II LICENSU0.E: 1.7.,,U,-= UNDISTURBED .MN ..;',II EARTH ,OHM C SHELTER LIGHT SC AN T 4 GRAVEL ACCESS ROAD DETAIL SC S 5 BOLLARD DETAIL SCMz 6 6o y ' • 1r, � O '41527 , (, ��XfONALSEN�� RENEWAL DATE 10/31/21 SHEET TITLE COMPOUND DETAILS SHEET NUMBER C-8 NOT IN USE S`AFL s 7 NOT IN USE SC MS 8 NOT IN USE S C AH 9 9 ..A*Aii" SHUTOFF VALVE(UNDER H000) LEWIS COUNTY 1/4'COPPER FLEX ADAPTER(UNDER HOOD) --..].•,. FISHER CONTROLS PRESSURE REGULATOR PROJECT INFORMATION: OA TYPE R822HJGK(UNDER HOOD) SITEHOOD 3/4"POLY GAS PIPE SHELTER WALL ��r 1 GAUGE GAS CHEHALIS RIDGE WOCONDUCTOR STRANDED , RADIO SITE SHIELDED IB-22 AWG ALARM CABLE GAS SHUT OFF VALVE 1201 NORTH END AVE., INSTALLED IN 3/4'PVC CONDUIT - CHEHALIS,WA 98532 PRESSURE REGULATOR DATE RELEASE 3/4"FLEX er.Tms RISER LB CONDIRET 3l4"POLY GAS PIPE ' rw+xMrm LPG T`I MARMCAME 516402, FwCD TANK GROUND R 58 50D UNDERGROUND GAL I I SEE DETAIL BELOW FOR LPG FUEL TANK 10'4 REQUIRED LPG TANK SETBACKOURCES BUFFER FUEL ENTRY c—[—C—E—c—c —< QU f� /(� C.YS—GAS—GAR—GAS GY FROM TANK;NO IGNRION SOURCES WITHIN 111 I SETBACK FIELD DETERMINE I\` '' //' \ LOCATION V L C WO II I I LPG 500 FUELTAN(LLON UNDERGROUND J I Y DRAWING INFORMATION: I I FUEL PIPE • / T�TNIS DRAWING AND ITS PRODUCED EDSOLMMA.ANDELY THE KU PROPERTY THE OWN THIS I I ALARM CABLE .......—_.........—:.:.... —'// awxn l D MR VATNTxewrWRI1Ti IPRODUCTION ON USE areww wmwuT me wnmex FFwmrox Of THE 3/4'HARD LII I R6ER BACKUP GENERATOR NOTES, PLANS PREPARED BY: I -- - , 1.THIS LPG LAYOUT 6 FOR INFORMATION I LEGEND ONLY AND G PRESENTED AS A GUIDELINE, • ()Q SIIUT,OFF VALVE VERIFY SITE CONDITIONSPRN)R TO I -- INSTALLATION OF ALL EQUIPMENT. 1`, 1 1 - I I I 1 2.REFER TO PLAN FOR LOCATION AND APRESSURE REGULATOR ROUTING INFO, 909 N eaaa Street.Suite D PortlaM.OR DM] 003)SED-5331 CONFIRM CONNECTIONS PROVIDED WI111 www.cusning<,wm FUEL TAME ALL FITTINGS TO BE FORGED STEEL(300 PSI RATED( NOTE TO CODE OFFICIAL,PAD IS FOR EQUIPMENT ONLY(NO BUILDINGS) UCENSURE: CONTROLSFISHER GAUGE • O C� y , `i f�••� FUEL SYSTEM LAYOUT SCALE:ITS IT „—I. , ' i AN° GAS SHUT OFF ! TWO CONDUCTOR STRANDED j/ �' VALVE I I FISHER CONTROLS SHIELDED 18.22AWG ALARM UD AND SHROUD ASSEMBLY B !<1527 . Y„ 0 PRESSURE REGULATOR CABLE INSTALLED IN 3/4" r� _< I . TYPE R622-DFF CONDUIT FISHER HER CONTROLS PRESSURE eff `v\ REGULATOR TYPER622H-JGK IONAL '- GAS ENTRY RENEWAL DATE 10 31 21 III ie,", NONVEHN:ULAR AREAS: VENT GOWN •:ti''� Cr ,`• BACKFILL WITH CLEAN ." n: — NATIVE BACKFILL AND I LB CONDU - COMPACT TO 90%MAX DRY DENSTIV.VEHICULAR AREAS: ,��■IIIr .. TWO CONDUCTOR STRANDED "- ''., �,,: BACIFILL WITH GRANULAR'A' ^. ..'�.,..' '::�".�. � 4 AND COMPACT TO 95%MDD SHIELDED AURM CABLE 18-22 `; e^° AWG INSTALLED IN 3/4"PVC CONDUIT � ^°e SHEET TITLE WARNING TAPE E - CONDUIT,TYPICAL LIQUID PROPANE +` BRICK SAND I- M- " -.'A..•..... It 3'4•NPiPE FUEL LINE AND TRACE WIRE GAS DETAILS FIELDEETERWNE _ LOCATION 500 GAL.UNDERGROUND LPG FUEL TANK SECTION SHEET NUMBER FUEL ENTRY®SHELTER C-9 FUEL SYSTEM ELEVATION AND DETAILS scAL>.VTs 1 FUEL SYSTEM TRENCH SECTION SCALE:NTS 13 WALL LEGEND kiiiiiilik. f cl 8°CMU WALL,REF STRUCTURAL LEWIS COUNTY rIFIF/A 2X4 FURRING OVER CMU WALL WITH R-13 1!, BATT INSULATION.5/8'TYPE X GWB IN PROJECT INFORMATION: GENERATOR ROOM AND FIRE-RATED PLYWOOD SHEATHING IN EQUIPMENT ROON SITE: V/7/1 NSLA"IH NG WA NO LL LI INSULATION.W/ TYPE WBON CHEHALIS RIDGE S , L F , GENERATOR ROOM SIDE AND FRT PLYWOOD SHEATHING ON EQUIPMENT RADIO SITE rCMU WAL1, l _ �,LC UNIT ROOM SIDE 1201 NORTH END AVE., SEE STRUCTURAL CHEHALIS,WA 98532 NOTE:CEILING OF BOTH ROOMS TO BE 3/4' i PLYWOOD W/5/8'TYPE X GWB ON GATE RELEASE DI GENERATOR ROOM SIDE.FIRE-RATED I I PLYWOOD SHEATHING ON EQUIPMENT *M. L.A. roar•ERDSSwnco Y.T. N.-tt RIMED WAU. - • IROOM SIDE sumr rxSm ATTIC VENTILATION NOTES N AREA VENTILATED=178 S.F. Z9 RECYD VENTN=1:150=1.187 S.F.=171 S.I. 5, RIDGE VENTS PROVIDED=18 L.F.AT 12 S.I.PER L.F.=216 S.I. D EAVE VENTS PROVIDED 36 L.F.AT 12 S.I.PER L.F. 432 S.I. DRAWING INFORMATION: C-13 GABLE VENTS PROVIDED=(2)K 144 S.I.=288 S.I. -.- t TOTAL VENTN PROVIDED=936 S.I. THIS DRAW.IS COPYRKFITED AHO 0 THE SOLE FROM ROOM 101-EQUIPMENT R•FM V A ISE THE OWHER.IT PRODUCED SOLELY Y FOR USE BY 0.ER AHU ITS AFFILIATES,REEPR II C TqM OR USE OF THIS RIDGE AND EAVE VENTS TO PROVIDE MIN 12 SI VENTILATION PER LF DRAVING.0 OR THE AND TO HAVE SCREENS WITH;'MAX OPENING OWHLA FORBIDDEN �T1X0VT TEE wRmEH M.S.Of THE © PLANS PREPARED BY: Lo "/-71L4 NON.STIIUCTWALWAU. N VIP V D rOOOIISCHEDULE N ROOM 102-GENERATOR R•• i -GM'ME 1uw0) HERO RAN BaeM 806.5 SoW. D IWD . MEE DOOR SRE E COLOR MATERIAL MATERIAL FINISH HEIGHT REMARKS Portland.OR 91221331 1HOLLOW HOLLOW w000)38]5 OJl 3'S Y6-0' GM • METAL METAL 6'-0' — ^R0^Rr'COm HOLLOW OLLOW 002 3'O'x62' LEAF • METAL METAL • UCENSURE: `` DOOR NOTES `LOUTION FOR 1. ALL DOORS TO RELIEVE ADA DEADBOLT AND LOCKSET ,�O11L,,HEEE��ANS��.��, h FUTURE GENERATOR \REC.ZRA 2. ALL DOOR HARDWARE TO BE MOUNTED 36'ABOVE FLOOR.ALL DOORS ~O��1,�`SiTO MEET ACCESSIBILITY REQUIREMENTS OF THE BUILDING CODE 2015 Q. 4`OFWASHINGTONCHAPTER11.3. ALL DOOR HANES,PULLS,LATCHES AND LOCKS TOBE OPERABLE /•FLNISHEO FLOOR ELEVATION WITHOUT TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST. i O� 7751527 (� dr ZI t 4 WIEGTHOUTTSS OHERS SHALL USEO ABE KEYORSP CIIALKNOWLEDGEOREFILY OPERABLE FROM THE FORTESS SIDE �sJ'j�INALa�-' 0 RENEWAL DATE 10/31/21 OFLOOR PLAN NTS SHEET TITLE SHELTER FLOOR PLAN j � SHEET NUMBER C-10 COMMON PARTS LIST ` ITEM STY NAME PART DRCRPTION .�i��4iiiiik 1 1 12 INCH WIDE CABLE TRAY WITH AUDIBLE ALARM LEWIS COUNTY WRAP-AROUND CEILING FIXTURE WITH ACRYLIC 2 4'LIGHT FIXTURE PRISMATIC LENS AND ENERGY SAVING BALLAST PROJECT INFORMATION: DOUBLE TUBE T8 RAPID START 3 SMOKE/CARBON MONOXIDE DETECTOR WITH AUDIBLE ALARM SITE: 72' I' 4 UNITSTRUT 1.52'DEEP s1YLONG CHEHALIS RIDGE TWIST LOCK DUPLEX CEILING MOUNT S ' 3' f 4-I S RECEPTACLES RADIO SITE 1201 NORTH END AVE., CHEHALIS,WA 98532 DATE RELEASE -I I CO �w m �, FINAL CO • 0 ` 41* CABLE RUNWAY FOR ,I■IrI RF FEEDUNES ��1�j�j �I�-i!I CPBLE RUNWAY,MODELC1127SX12- . \ (LIWNfEDTOCEILINGPER aIIIII� ' MANUFACTURERRECOMMENDATION,- •�{ NOT SHOWN FOR CLARITY) IP' \ NIisAon AN S INFORMATION:IGIPTE AND IS THE SOLE PROPERTY • p LARAC10=T8 FOR LOW or THE OWNER.FT IS PRODUCED SOLELY FOR USE ern[ \ VOLTAGFAATA LINES OWNER AND m.muATES.REPRODUCTION OR USE aP IT Snes - • - / \ OWNEDRAYAR.AND/OR rrrcEWRITTEN PEWS..OF TM D- \ \ PUNS PREPARED BY: CHATSWORTH A, T' v, LARACKET CABLE ' IIINIE -V. RUNWAY.MODEL0 D 11268801 / \ L-BRACKETS FOR DC \ POWER LINES 909 N Bomb Street.SOna D Portland.OR 97227 wmm.°u=n ng-ero, 9 qr.om 1.?. D o (FWD FS NOT SHOWN FOR CLARIIYO OCENSURE: 1.' O CABLE TRAY DETAIL �OHN p D 4 N NT 9 �\,�of wfir l�S, o AP C111. it 1 �� '11 52� 44 4. e`-ZONAL �~�F-�� RENEWAL DATE 10/31/21 O REFLECTED CEILING PLAN NTS SHEET TITLE SHELTER REFLECTED /j�,�, CEILING PLAN / SHEET NUMBER C-11 4-41141.- METAL LEWIS COUNTY ROOF GABLE HARDIE PROJECT INFORMATION: SITE: GAM-EVENT —__■ CHEHALIS GE RADIO SITE _o _______�■111M■ ■________■ 1201 NORTH END AVE., ■—Ri'�._____—■=�� GENERATOR EXHAUST. HNAC UNIT �� M�M� OPEN NG IR CHEHALIS,WA 98532 _■�* �1 SUE ACCORDMG TO -__--__—■_■ GENERATOR ,—_■L---- +_--■ DATE RELEASE ■�=•=1♦===== == =-- ==MIIIIIII RETURN AIRo wIa CABLE PORT __ __ ___ ______ ■ CMU BLOCK ■=MI ii -- �-- pm emi■ OPENING mRUPDATED LOUR•PwUrPN m T (")).PORTS ■Ell=======11.1==== WALL ===I mil=== _____________■ GENERATORAIRINT m. ■__■ ■===■ ■=====�1♦=====1♦ SIZE ACCORDING TO ___�-1•__ ______--__=■MI■ ��GENERATOR ■ ■ ■NIII=NIIM■ ■==0.111111•====•11■ 1dE= =NE=Mill===illM= ===1111111•11====M111—■=■ ■===IIIIII1====■ DRAWING INFORMATION: THIS NO IS COPYRIGHT.AND IS THE SIM PROPERTY OF THE IS SPI LT ILT FOR USE BY THE OWNER wD ITS WILIAM REPRODUCTION OR USE OF MS MAW.ANCHOR THE INFORAUTIOH CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERAUSSION Of THE ONORTHWEST ELEVATION O SOUTHWEST ELEVATION PLANS PREPARED BY: SCALE WS'=1'L SCALE:Sir=1, -'U00 Portland,OR 97227 (B03)387-5331 wwwcusnnlq-anor.wn, UCENSURE: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VENT : �OHN A 1 \O of WAS&C�S 5�=� �M JF �,- /Y•�f Ef ■___________—mt �mmmin===.11 1 SECURITY N M= i s .ZN. PW .__ n==w=. . —■ WAG UNIT 11♦ 1====_ .11 s ' <1527 9 C,:"D LIONT ■m.lim ttmm wzim im em1.ZE MMNN =====1 CISTER6 MI= / ••1=== / 1l■ 1MMMMM====M1 c^JJI r\ ■_■ ,___■ -_ CMUBLOCK -________f ONAL R4 T4' MN 11 • E= 1=■ WALL ►=== MNE==M METALDOOR ■_` ,___. M_ -'____=1 =1 RENEWAL DATE 10/31/21 -- - =11M 1_■ 1======= MM ■. . `, -o 11===O ,- Mi MINM ===• ==1 MIN ` === \ 1M ■ 1=1 ===M ==• ■_I I=MI■ r .... 11 •==1 ■ . 1===■ -_ METALDOOR ___MI_____I SHEET TITLE SHELTER ELEVATIONS OSOUTHEAST ELEVATION O NORTHEAST ELEVATION SHEET NUMBER SGLE:yr=B r SCALE are•=1'-0• C-12 1 Ai&II" 3 II LEWIS COUNTY PROTECT INFORMATION: .t :_�` BIRD BLOCK AFFE S TOTH SCREEN AIRFLIDEOW ROOF TRLAN INTERIOR EXTERIOR �� PRE-MANUFACTURED �� RAPPELS TO MAINTAIN AIRFLOW PER PLAN � SITE: ►._ ROOF TRUSSES :, 7-0' CHEHALIS RIDGE ��: Ii , � INTERIOR EXTERIOR RADIO SITE PREHUAND • FRAME, ED 1201 NORTH END AVE., ♦ /• .• CAULK SEALANT BOTH CHEHALIS,WA 98532 •�" 6 gEy• SIDES OF THRESHOLD ®i% DAB RELEASE ��= 1 METAL THRESHOLD �:: y ana IMMO � ®¢�• FINISH FLOOR EXPANSION MATERIAL wnwwxrm ►:' 4 sum1 ...CD r 8'CMU BLCOK WALL y •�_ y�P.: 2x FURRING WI 1/7 FIRE .• I 111 TREAT EXTERIOR OF ALL CMU WITH ! • RETARDENT TREATED PLYWOOD SHEATHING IN EQUIPMENT ROOM lir ------ CLEAR COAT SEALER PER (TYPE X GWB RI GENERATOR C1111CRETE PM MANUFACTURER GUIDELINES BEFORE ROOM) FOUNDATION SEE - ril SEE EP INSTALLING FURRING OR FINISHES STRUCTURAL 1 DRAWING INFORMATION: 12. THIS DRAM.IS COPYRIGHTED AND IS THE SOU PROPERTY OF THE OWNER IT IS PRODIXED SOLELY FOR USE BY THE OMNER AND ITS AFTILIATES.REPRODUCTION OR USE OF THIS DRAON COHTAINED IN IT IS OSECTION WITH INTERNAL VIEW LOOKING NORTHEAST O NORTHWEST WALL SECTION O SECTION DOOR THRESHOLD FORBIDDEN WaTHOUTTE NPER,IsuOHOFTHE H!S 1115 NB PLANS PREPARED BY: MI :_ L! IIli 3/1'PLYWOOD CEILING W/5l8' STANDING SEAM METAL L ® TYPE X GWB FACE LAYER ROOF OVER PLYWOOD BON N Beech S.M.Sure D MOUNTED FLUSH TO RJB eATT INSULATION ABOVE 7-0' SHEATHING Portland,OR 91111 UNDERSIDE OF TRUSS,TYP EQUIPMENT RM CEIING 50 u ItF35]8]-5331 tln9-ea9r.tnm LICENSURE: WATER RESISTIVE EXTERIOR�lsmlec O ~Q CGsy ti r:� i %/ 3M'PLYWOOD CEILING WI SIB'TYPE X '/ / l / GM FACE LAYER,MOUNTED FLUSH R -0 ,41527 Q �� / / TO UNDERSIDE OF TRUSS,TYP Ff GISTE, �� -C L et/ / 17 FIRE TREATED PLYWOOD f/ONAL I E SHEATHING ON INSIDE OF EXTERIOR ``\ LY `\ WALLS.IN� SI8'TYPE WIB IN RP. GENERATORR ALL N. 8'CMU WALL,PAINTRM. RENEWAL DATE 10/31/21 N. EXTERIOR OF CMU WITH 1 _.J ``� J _ CLEAR COAT SEALER 1x FURRED WALL OSECTION WITH INTERNAL VIEW LOOKING SOUTHEAST O NORTHWEST WALL SECTION NTS SHEET TITLE SHELTER SECTIONS SHEET NUMBER C-13 SEE T-1 AND G-I FOR ADDRIONAL GENERAL NOTES,GOVERNING CODES,MO PROJECT DESCRIPTION. DESIGN CRITERIA: ,� � WOOD: CONSTRUCTION U. 20 PSF 1. ALL WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OF BC CHAPTER 23 WOOD' LEWIS COUNTY ROOF SNOW LOAD DATA- GROUND SNOW LOAD: 25 PSF 2. SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY GRADE PAWNOR SNOW LOAD: 25 PSF KOR CERTIFICATE OF INSPECTION ISSUED BY ACERTEYING AGENCY(WWPA WCLIB,OR SNOW EXPOSURE FACTOR: 1.0 MOM)' SNOW LOAD IMPORTANCE FACTOR: 1.20 3. METAL PLATE TRUSSES SHALL MEET THE REQUIREMENTS OF IBC SECTION 2303.4 AS WELL AS PROJECT INFORMATION: THERMAL FACTOR(GEN.SMELTER): 1.0 THE LATEST EDITION OF ANSUTPI 1 NATIONAL DESIGN STANDARD FOR WIND DESIGN DATA- ULTIMATE DESIGN WIND SPEED: 115 MPH METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION. SITE: RISK CATEGORY' IV4. PRESERVATIVE TREATED LUMBER SHALL BE USED IN APPLICATIONS WHERE REQUIRED BY BC WIND EXPOSURE: C 230/.12.WOOD USED IN DIRECT CONTACT WITH CONCRETE,6'FROM WEATHER,OR USED TO CHEHALIS RIDGE INTERNAL PRESSURE COEFFK;EM: 0.183 FUR EXTERIOR MASONRY WALLS IS REQUIRED TO BE PRESERVATIVE TREATED.LUMBER USED DESIGN WIND PRESSURES; SHALL BE APPROPRIATELY MARKED PER 2303.1.9.FASTENERS USED IN CONTACT WITH TREATED RADIO SITE WIND LOAD HORIZONTAL(MWFRS):27 PSF LUMBER SHALL BE IN ACCORDANCE WITH 2304.10.5. 5. FIRE RETARDANT TREATED(FRT)WOOD MEMBERS SHALL HAVE A CURRENT ICC-ES EVALUATION WIND LOAD(UPLI FT) 20 PSF REPORT. 1201 NORTH END AVE., (PEREARTHQUAKE DESIGN DATA- RISKET IC IMPORTANCEORT: IV 6. WOOD MATERLLL SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%, CHEHALIS,WA 98532 (PER GEC.RPT.3/5/04) SEISMIC FACTOR, 1.5 7. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF DOC PS 1.DOC PS 2. MAPPED SPECTRAL RESPONSE ACCEI- OR ANSI/APA PRP 210 AND INC 2303.1.5.UNLESS NOTED OTHERWISE IN DRAWINGS INSTALLDAB RELEASE ERATION PARAMETERS; FINAL CO S. 1154 PANELS WITH LONG DIMENSION ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE i n Nmwxwr CO S, 0.501 SPANS.END JOINTS SHALL OCCUR OVER SUPPORTS, N.,....., TN... CLASS: D 8. ALL SILL PLATES AND LEDGERS SHALL BE INSTALLED WITH MINIMUM OF THREE FASTENERS. • DESIGN SPECTRAL RESPONSE ACCEL- 9. FASTENING OF WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE ERATION PARAMETERS; 2304.10.1. Son 0.799 CONCRETE: So, 0.501 SEISMIC DESIGN CATEGORY, D 1. REFER TO CONCRETE NOTES ON G-1. SEISMIC FORCE-RESISTING SYSTEM:: SPECIAL REINFORCED MASONRY SHEAR WALLS DESIGN BASE SHEAR: 0.1598W SEISMIC RESPONSE COEFFICIENT: 0.1598 DRAWING INTORIATION: RESPONSE MODIFICATION COEFFICIENT:5.00 THIS DILAPANG IS COPYRIGHTED AND 6 THE SOLE PROPERTY OF TIE OWNER.IT IS PRODUCED SOLELY FOR USE Br THE OWNER AND ITS AIPILIATES.REPRODUCTION OR USE OF THIS GEOTECHNICAL INFORMATION-DESIGN LOAD-BEARING VALUES OF SOIL:2,000 PSF FOR SPREAD DRAWING ANCHOR THE INFORAUGON CONTAINED N IT IS FOOTINGS(SEE BLACK MOUNTAIN GEO.RPT.3/19/19) FORBIDDEN TORN mTTDUTTHE WRITTEN KKRNMMION OE THE PLANS PREPARED BY: SUBMTTALS: 1. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS DESIGNED BY OTHERS SHALL BE SUBMITTED TO IIMMI THE CIVIL ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION.THIS INCLUDES CONCRETE MIX DESIGNS,GROUT MIX DESIGNS,CONCRETE REINFORCEMENT.MASONRY REINFORCEMENT, 909 N Beach Street Sidle D REINFORCEMENT STEEL MILL CERTIFICATIONS,SLAB JOINT LAYOUT,PRE-MANUFACTURED WOOD JOISTS.AND MEP ANCHORAGES AND BRACING. Portland,OR 97227 (SOY 507.RN31 xww.E RSROS' ST.cwe 1. CALCULATIONS AND DRAWINGS FOR ITEMS THAT ARE DESIGNED BY OTHERS SHALL BE SEALED AND STAMPED BY A PROFESSIONAL ENGINEER WHO IS LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. UCENSURE: 3. DESIGNS THAT MODIFY THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED AND ACCEPTANCE BY THE ENGINEER OF RECORD. `OLJ A' 4. DESIGNS SHALL CONFORM TO THE SPECIFICATION,REFERENCE STANDARDS,AND GOVERNNG �O ""'7YCGS CODES.MINIMUM DESIGN LOADINGS ARE USTED BELOW. P(y R i -5', ROOF TRUSS DESIGN LOADS: •O y [i it Z ROOF DFADLOAD=74 PSF ..-' R TOP CHORD=8PSF BOTTOM CHORD=6PSF • i-T ROOF SNOW LOAD=25PSF <�� 1527 Cv ROOF TOTAL DEFLECTION LIMIT=L240 (� GZSTER�'O '�� ROOF LIVE LOAD DEFLECTOR LMR=LI360 �'rIONAL c TESTING AND INSPECTIONS: RENEWAL DATE 10/31/21 1. INSPECTIONS SHALL BE N ACCORDANCE WITH SECTION 110 AND CHAPTER 17OF THE IBC. 2. THE CONTRACTOR SMALL COORDINATE ALL REWIRED INSPECTIONS WITH THE BUILDING OFFICIAL AND SPECIAL INSPECTOR. MASONRY: 1. ALL MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF IBC CHAPTER 21 MASONRY',TMS SHEET TITLE AA2/ACI 530/ASCE 5,AND TMS 402/ACI 530.1/ASCE 6 2. QUALITY ASSURANCE PROGRAM SHALL BE IN ACCORDANCE WITH THE INSPECTION AND TESTING STRUCTURAL REQUIREMENTS OF IBC SECTION 2105,CHAPTER 17,AND TMS 602/ACI 530.1/ASCE 6. 3. MORTAR SHALL COMPLY WITH IBC 2103.2.2,21032.3,OR21032.4 GENERAL NOTES A GROUT SHALL COMPLY WITH ARTICLE 22 OF TMS 602/ACI 530.1/ASCE 6 5. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ARTICLE 24 OF TMS 502/ACI 530.1/ASCE6 6. PREPERATION,PROTECTION,AND CONSTRUCTION OF MASONRY DURING HOT OR CCU) WEATHER(ABOVE 90°F AND BELOW 401T),SHALL COMPLY WITH ACI 530.1 ARTICLE IA C AND 1.8 D SHEET NUMBER S-1 GENERAL STRUCTURAL NOTES SCALE NTS 1 AiItitik FOUNDATION PLAN NOTES LEWIS COUNTY 1. SEE G1 AND S-1 FOR GENERAL NOTES.DESIGN CRITERIA,AND LEGEND • 2. VERIFY DIMENSIONS AND ADDITIONAL DETAILS WITH CML DRAWINGS PROJECT INFORMATION'. 3. CONSTRUCTION AND CONTROL JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS SITE: 00 0 4. GEOOTEWCHNICALR PORT CTURALFlLLREOUIREMEMSOFTHE CHEHALIS RIDGE 5. PROVIDE 6 MIL VAPOR BARRIER BELOW THE SLAB AT INTERIOR SPACES RADIO SITE K•�.1•2 M*.I•I•I 6. REINFORCING BARS SHALL BE DEFORMED BARS CONFROMING TO ASTM A615 1201 NORTH END AVE., 'DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENP CHEHAL$,WA 98532 I_ /I LATEST EDITION.GRADE 60 ♦ : DATE RELEASE /I 17R26' 7 (_I 7. OF REINFORCEMENT EMENTOR WILL NOT NOT B NOT BE LESS THAN ACLASS BSPLN:E.WELDING ervNm mum OF REINFORCEMENT WILL NOT BE PERMITTED I THICKENED EDGE FOUNDATION I • • DMWING INFORMATION: ,TM DRANIIE NIG S COPYRIGHTED AND IS THE SOLE PROPERTY • 0 �IPRANDIrsFIL M,LPRODUCED µ°RETSOOUC SOLELY FOR USE BY THE Lv42x6 NON-LOAD © . 0 TION OR USE OF THIS IP I BEARING WALL ® I I uSTCNSmINOUTTHE WRITTEN PERNMSION OP THE . ' APLANS PREPARED BY: I /1 ♦ NN-8'CONCRETE Nog N BRRtlS SEWRE.SUM D SLAB W/%S I�� Portland,OR 331 IS OC EACH Ww97.7 w�cwn�Ts331 klBaFp1.CO1 WAY 8'CMU WALL. _ • TYP I,I— J • IICENSURE: e r• ti R.-r, rt O f V L . nxj..IDGfSTt9C�� . NAL RENEWAL DATE 10/31/21 SHEET TITLE FOUNDATION PLAN OFOUNDATION PLAN SW ra 030 SHEET NUMBER S-2 ROOF FRAYING PEAK NOIE8 ---.4101—Ali" 1. SEE G•1 NO S-1 FOR GENERAL NOTES,DESIGN CRITERIA MID LEGEND LEWIS COUNTY 2. VERIFY DIMENSIONS AND ADDITIONAL DETAILS WITH CIVIL DRAWINGS PROJECT INFORMATION: O 1 3. VERIFY LOCATION NC SIZE OF ALL WALL PENETRATIONS A. TRUSSES ARE DESIGNED BY OTHERS.TRUSS MANUFACTURER TO REVIEW PLANS SITE: AND DETALS TO ACCOUNT FOR SPECIFIC CONDITIONS.TRUSS LAYOUT SHOWN ON CHEHALIS RIDGE THIS PLANFINAL IS APPROXIMATE,TRUSS MANUFACTURER RESPONSIBLE FOR TRUSS LAYOUT AND CONFIGURATION.FOR STANDARD LOADS AND SUBMITTAL RADIO SITE L 1 INFORMATION SEE G-1 AND S-1 W XI _—I�XXXX 1201 NORTH END AVE., CHEHALIS,WA 98532 DATE RELEASE mwwrm I i UNTE SCHEDULE s,8.mN AWL CD TAO RENFORCEMENT NOTES EJOEND BARS 16 it i L•1 LINTEL W/I2)p 'MIN BEYOND OPENING 77 I & X o X DRAWING..1 TION OR USE OF TH/S DRAWING DR .IS Of THE C IS wx[MixrTE UMortws.ISTHE OWNER AND g NI t ® /� O DRAWI WITHOUT IN WRITTREPREN PERMISSION ry s g e SS INFORMATION M[D�FT rs Gwp.iE 1N O /„,.m../////Y,9//////<//////// PLANS PREPARED BY: Fif�� „ � x . FORBIDDEN 3� i�.- ! ' rill 1 I 909 N Bee.Street,SURe D a I I Portland,OR 97227 YS-enBr.com • LICENSURE: �OHN XXXXXXXXXXXXX .r \� ofvgryl co :I0:_. . `/ �,� 'B55z2 Q �v F °ISTEa'' .S' ��I8NAL c RENEWAL DATE 10/31/21 OROOF FRAMING PLAN SHEET TITLE ROOF FRAMING PIN MR•=rd'22%DA SHEET NUMBER S-3 11 !k CMU WALL A� Ij,®�£ REINFAT BEYOND w. WAIL I PER PLAN LEWIS COUNTY �9i1■Y TOPOF111 n Ill I N 24OC L LINTELAN. K'� � REINFORC EMENT MEM 'j REF PLAN NLIA'HOOK (j1 ■■■ PROJECT INFORMATION: s®1 1-111 DNUWALL ��' �� ._ �� ! SITE: S@ f PER PLAN ` 2)#4 REBAR TOP CHEHALIS RIDGE 1l� III A BOTTOM ANC A. RADIO SITE 1 i 170G VERT �" 8 Lim , 120E NORTH END AVE., WALL M®�' CHEHALIS,WA 98532 BOND. BEYOND �'�� E3 STIRRUP DATE RELEASE WI(2)NdIII 24'OC TYP I I CD LNITEL SILL I7 91.200 MASCO O5 CMU LINTEL AND SILL O1 EXT FOOTING AT CMU WALL SS NTS SS NTS STANDARD LAP DRAWING INFORMATION: _ SPLICE.TYP STANDARD SON Nlvtnry IgOK OF THE OwNER IT IS TIN its.onkoSOLELY Rpm OR USE Of TM RR9�IffN HEN TION tE WRITTEN� AMEDD IT IS ■ AMISSON CA THE tip r1 — -i � ''il Va- WITHOUT III PLANS PREPARED BY: MATCH CORN R I6�� PLAN REW�WITH[ I IN �; PLAN CONCRETE SLAB PER PLAN SAwCUTRE -BAR�JOINT PER i•i CII 909 N Beech Shell.Suite II Portland)OR 9722E ` (503)387S331 wwwcashing-ADO corn SUBGRADE PER GEOTECHNICAL REPORT LICENSURE: OHN c OCMU CORNER/INTERSECTION SLAB CONTROL JOINT ��°F '' `sy-- NTS S5 NTB O , els,ti t. sae 70 0,,, �<i527 o c,,, ��'!ONALaF�s~� bA i 16'OC NON-LOAD RENEWAL DATE 10/31/21 BEARING WALL NLTI XC PAF AT 37 CC PRESERVATIVE TREATED SILL PLATE SHEET TITLE STRUCTURAL DETAILS I SHEET NUMBER ®FOUNDATION AT NON-LOAD BEARING WALL S-4 s EDGE NAEATMSLG PER PLAN EDGE NAIL ROOF TRUSS PER PLAN 2x BlXG LEWIS COUNTY EDGE NAIL 1lCzi'EMBED 2x BLOCKING AT ANCHOR BOLT AT RIDGE,BEVEL TO ROOF SHEATHING 24'OC PROJECT INFORMATION: FIT,ALTERNATE PER PLAN EACH BAY ROOF TRUSS SITE: PER PLAN 36 PLATE (1)SIMPSON H3 EA CHEHALIS RIDGE TRUSS CMU ;PER RADIO SITE BOND BM W/(2) 1201 NORTH END AVE., CHEHALIS,WA 98532 DATE RELEASE 0.1.140). FINAL CO 1047.4020 WOMB LOW,P1092WIMIlf • 0[4 ROOF RIDGE ©TRUSS TO CMU WALL . SO NTS LDS EDGE NAIL ROOF SHEATHING SIMPSON A35 TYP DRAWING INFORMATION: 2x4 OUTLOOKER PER PLAN 2x BLOCKING.MATCH DEPTHTIS DRAW.IS COPYRIGHTED AND IS THE SOLE PROPERTY AT 24'OC OF TOP TRUSS TOP CHORD USE RV TEE OWNER P.1.40 ITS AFFILIATES.REPRODUCTION OR USE OF MS DRAWING AND/OR THE FORBIDDEN nor THE WRITTEN NAD ON OF EDGE NAIL OWNER. PLANS PREPARED BY: 3 TOP CHORD WITH LET-IN AT DJTLOOKER 2x4 KICKER AT 45"AT 481OC WI 7/16'SHTG (5)106 COMMON W/84 ig NAILS TO 16A COMMON NAILS BLOCKING TOENAILED AT 8'OC ROOF TRUSS 909 N Beech Street Suite 0 PER PLAN Pomane,OR 97•227. EDGE NA (.3,387-933 t L ATTACH CONT.284 AT 481OC W/(2)101 '�'^'^'cusnng-engr com ANCHOR BOLT 10 x COMMON NAILS IF KICKER EXCEEDS 6' 7'EMBED @ 24'DC SIMPSON A34 AT EA KMMER LICENSOR, 44 Q 24.0C CMU WALL SOHN c ®GABLE END AT CMU WALL =4 • NB D$ 47:4 l4,1 OOF TRUSS a PER PLAN UfONAL 43 RENEWAL DATE 10/31/21 SIMPSON DTC AT SHEET TITLE EACH TRUSS WALL PER PLAN STRUCTURAL 2x4 OC DETAILS II SHEET NUMBER C)33 TRUSS AT INTERNAL WALL S-5 S6 Ni8 ..•r..;.1..::/.., ..1...':1:::', //i/ CONSTRUCTION NOTES: :.t``•RV..,,•..i:'.. 1 MR• e�, i I i COSTING POWER READ J ` . > .♦ z` I ,•�c: i.,�J//, TELCO SOURCE �i'�� \ .,fig::..:`;!)..•r.`t;"•L 1)1/,'iL 11 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH,CONDUIT,VAULTS,PADS AND ROAD \ -•.a,y.:,'. •1 �1,/,,- A. r`. � ‘ CROSSINGS. • �` \ '.:Y.` ' *>- /�1/1/// , . .v i l 2. ALL CONDUIT TO BE INSTALLED WITH 30 INCHES MIN COVER AT TOP OF CONDUIT ``N 4`'2 '�' AM 1 /'1 _' ' /i (MIN) `�`. L • - g' - :::- . ,./ LEWIS COUNTY FROM FINAL GRADE. a` ` \` .`.i .�.,• ..7. ' __".`�.„ '=;`- ' 3. ALL CONDUCTORS TO BE INSTALLED IN GRAY,SCHEDULE 40,ELECTRICAL GRADE, ,` \..":.....•• • • •'•g/1I/1_ a;, N \-•-_<•/ .}.//, -'• - PVCCONDUITWITHNYLONPULLSTRINGS(MIN.500 LBS.TEST). \` ``�` J`;.",••4'1'✓- i I i 1` \ LI I °i":./ ' PGE TO DETERMINE THE SIZE AND NUMBER OF CONDUITS REQUIRED. '•' '� /'G'i-I 1 ) `\"` --"!�.,''// / PROJECT INFOR/ITaR: • /' _ 1 11� I I III " J r MAINTAIN MINIMUM 12 VERTICAL AND HORIZONTAL INCHES CLEARANCE BETWEEN ` '1 ,�/•. 'iii 1,i, ,I III 'II I `i 1`,'1`\IO' . i/I GAS AND OTHER UTILITIES.ALL ELBOWS 4 INCH 8 SMALLER TO BE 36INCH RADIUS. /r 1, I I I I I \I, 11 -' I ,/1 1 1 1 I I i 11 I I I I I`,'I41,,, -_ t.. /'; ' SITE: ALL BENDS MUST BE FACTORY MADE.ALL ELBOWS LARGER THAN 41NCH TO BE 60 7//:S,,,1 L ,11�•�"1"1 I , ,,1 \,,, , , -' REQUIRED INCH RIGID STEEL 1 PGE OR LONED.R,OR OR AN LBENGSTH ARE 5 `1 !1 TA 1 1. 1!,11. I \sg,I 11,-`:�:�.. 1 I CHEHALIS RIDGE REQUIRED FOR RUNS OF 151 FEET OR LONGER,OR FOR ANY LENGTH RUN WITH ,7:',....:,•:!.',4/ ' ) SEE OETAL 2 FOR7RENG1\,1,, n„`, c`, — a /f MORE THAN 180 DEGREES IN BENDS.PVC SCHEDULE 40 BENDS ARE ACCEPTABLE • 4' " %�,\I,x\L' \I•L \"\1 1 1,I 1 L 1\\$„ \,4-_. , / J 1 RADIO SITE FOR RUNS OF 150 FEET OR LESS.THE MAXIMUM TOTAL BENDS IN ANY CONDUIT :'z•// L1 II1L\,,L, LL LI 111111`11`d11\�1N1 i 1 RUN IS 270 DEGREES /,,....;1::::;•.: �I//''%'` ` \�,�I�I `,`,�`1\''I,�1�111I ' I it`��11`��1�`e"" '2 1201 NORTH END AVE., 4. ALL TRANSFORMERS TO BE INSTALLED 8 FEET(MIN)FROM ANY COMBUSTIBLE i J'j2' ' , \ \I.\\I\\I,`II\\\L,\\\\1,\\I/;,`\I,`,``�.`\,: / CHEHALIS,WA 98532 BUILDING,WALL OR OVERHANG AND 4 FEET MIN FROM ANY FIRE HYDRANT. 8 . //,%'/'' ' 1 NEWTR ALI,I I\IIIL, LL L,\`P I,\11I\`�I, ':.• CHEHALIS, DATE RELEASE PGE TRANSFORMERS MUST BE WITHIN 15 FEET OF A DRIVEABLE AREA. •I JJj( ' 1 I TO BE CaOAalA7ED\\\\``\```'\�```�\11`\,\�I\I,\\\I,�I1 - "'®' ^'•`m ALWAYS MAINTAIN ID FEET CLEARANCE IN FRONT OF ALL TRANSFORMERS. I".'.t;1i/i./' 1 I WITH LM `\I1`IIII\II�I\`A,�I\V1\��`,,I,III,\\I �-'��•• � 'm 5. TRANSFORMER PADS ARE TO BE SET SO THAT THE TOP IS 2 INCHES ABOVE FINAL 3''R';�;q/';/'_ 4. 1 i 1 i 1 \\\II\\\•\L\,,`,\\\\I`\\\\�\\I\1\�I\\;,,�,,,\"` �__ S110S r.1.'a -- GRADE.CONDUIT IS TO BE INSTALLED IN PAD AS INDICATED IN DETAIL AND TO .,".;;•t,%..�A-__ - 1 NEW200FAPSEWFZE- \\1`\1`I`II\`,I I\I,\"`,I",\I",\\1",;,I\- — • L 'i' COOK*ARE 1NIITI IITLITY I1I I11\\\ 1 1\`I`,\`I„`,\„,, `\„``` —' '•'. EXTEND 1 INCH ABOVE THE PAD. / 1 1 „ L L L \ I\, 6. STEEL BARRIER POSTS ARE REQUIRED AROUND TRANSFORMERS THAT ARE .} M •4 � __I ( i i 1 i I \II i i IL 11\11\ I\I\`��\\`L�I�\\I\\IIIL\,•,\,-'-/ EXPOSED TO VEHICLES. 4., .3 •9•: ' ,t. -1I I I I 111 I I1I 11`I IIi I\L1LL\`,II`\1 1 LLII :\ 7. ALL SWRCH VAULTS TO BE SET AT FINAL GRADE WITH 6 INCH GRAVEL BASE AND 3 -!:Pr;-!-'�;°__ h t-- / /1 1 I I III j1,11\1,I,\\,\III\\,1,,,\\I1`I\\\I`, L"`\I``1I,\, CONDUITS ALIGNED TO ENTER THE VAULT END LOWER KNOCKOOUTS ..•.:):' ' '1/--'•'• - SY______ ' 1 1 / I III\\LI\II11\\1111\\,11,\111\1\\IL1\`�I ,1 - (TERMETAILOS). 4_'L•<` 3i' - ------ _ _ ' / 1111,1LI1,II i\�i 1I�11I\\11111\1111111111I 111II\II1I1\\\L�``'\,v\ • 8. (SEE REFER DETAIL PGE ELECTRICALN TCH) SERVICE REQUIREMENTS BOOK FOR FURTHER DETAILS .t': '", \. ``\I.-- - —— - - /- C y - ' , / '' 1 1 1\1\\\\\1\�I I\1 1\I 1\1\1 11111 i i\1\`\\Ii`\\\\\`\��L` +•• DRAWING INFORMATION: 1/' „L.! —T -- _- '—'/ . 11111111111, 1111I,III IIII II IIII 111 I\1,,L\\,\ :- mn DRAWING a CMPoWTID MO 6 THE SOLE PROPERTY 9. DESIGN IS BASEDIREMENTS.LINK TO ON STANDARD UNDERGROUND EQUIPMENT.NON-STANDARD fr ...RTIANDGENERAL.COM `�\\r\`\\,,'':`\` -_ __---- ,`\ N,' — —-' - • ' -I I li\{\I i i i i i 1 t I I I I I 1 i i 1 1 i i i 11 1 1,1 I 11 i)i\\I\1 NOWNER MO� CONTAINED WITHOUT THE WRITTEN IOF TFE OWNER.IT IS PRODUCED SOLELY FOR ME T IS UNDERGROUND EQUIPMENT MAY BE AN OPTION AT AN ADDITIONAL COST TO THE ;�.t••T• `, \` \" _ ___---- / 1\1 1 i I i i i I I I 1 1111 I 1 \1 1\I\\\1 I\\1 I I 1 I\I \1 1\\ ';j-` owN1R. IIIII 1111 11 I II 11 CUSTOMER. ,I:�a' \`\ , ‘\"--;:**:.:::-------:-.--.--- -_ `��- i /11III1111 111111111 111II\1\11111II 1111111I`\\ Iy i't.. `,`\ I \ `.`�`.�` ``'��-.� :\_�� ` ---- ---'// / :iii I111111111\II 111\1111111\\\IIIII\\\\L``\L\ PLANS PREPARED BY: ,\` ,\`•`\\� ` -`- ---i - //:'/II Ii 1\\\\III\\ \11\\\\,I\\\ I\\''111\\\L\I\\L\`I\\ +.��.. / ��- --_ - — \ ------- III1111 11\11,11\ 1111111111111,1\II �. • j.- a s •"- `-` `—_.\---_ _ -. \ -- l_,' /' /Il I 11111 I1\\I,\\I I,I III, 1I I,111III , CONSTRUCTION NOTES SCALE NTS I 1 -_ ` _-__--- / III 1 1,1 I ill 11 1,1 I I\,1 1111 ` 1 / III �111 ,1II ,I1, 111, �` ' 11111, 111 ,III\1\1:: 11, I I I, 1 1 I III 1, 11 1I .ISO vNB*.G,BMAl.9i 0� `-` ` ` ` _'__- '1/ 1 111 1IIIII11 1\11 EMEIB wtlan0.00.9T221111, IIII,1111, /� - `\\��` \\ `��` ____---- ' / \111,\11 I I 1 1111 (5G3)3R)-5331` - ` .`�``,`` \\ ``.``-----_ ='— \1 1,\1\\i\1 I i\ . 'I-'usnin9an9r.com \ \ / 'I\1\111'1I I\'I1 �\ `` \\`` —___/ 1 \\\11` � UCFNSURE: , ---- 11I111 • :OLH/pNC.�' q FINISH GRADE � ` • \``` i • ti ��, WARNINGTAPE : - o AP g_ i� T-=I UNIXGVATEDEARTH $�U11LnyP I11x17 SCALE 1•=40' I221LM SCALE:7'=20 I 3 ./ "' ��. .F i F� — �, COMPACTED ELL-(86%IN w fgN LANDSCAPED AREAS,95%IN �' o PAVED AREAS) 0S •<1527 9 4�' N8 -I- ELECTRICAL CONDUIT(S):3' Kn GISTICW N, gw DI MIN,SCHEDULE 40 PVC, 'SI �� ,IR• ...-�j OR AS SHOWN ON PLAN UTLTTY SERVICE WITH ONAL F- 1(1 GR01MD120S40VAC L€IER RVOAWG •• • TELEPHONE CONDUIT:2.0 1013W 60 Hz(BY OTHERS. MID NGND ATS IWDAWG :it II MIN.SCH.40 PVC,OR AS I T. M4GID I'M *AAWG UTILITY RENEWAL DATE 10/31/21 SUBJECT TO LOCAL CODES II"II"II"II"II�� SHOWN ON PLAN f � p� PPi 1'-0•MAN CLR COMPACTED SAND NOTES: It SHEET TITLE 1. EXCAVATE TO REWIRED DEPTH II AO SITE UTILITY 2, VERIFY ALL TRENCHING REQUIREMENTS PER LOCAL UTILITIES 3. CONTRACTOR TO PROVIDE(1)305 POUND NYLON PULL CORD 0583 N310AWO PLAN CODUCTORS AS REQUIRED PER CONDUIT120240 VAC 1 __�n OTHERS •4 GND /3IAWG N 10/3W 60Hz Il BY OTHERS SURGE 41 'M AWG ON SITE MOVISAD NOTE: GENERATOR 1.PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT,ELECTRICIAN TO RECEPTACLE L- SUBMIT MODELS AND SPECS OF PANELS,ATS,MIS,TVSS AND GENERATOR PLUG FOR LEWIS COUNTY PM APPROVAL.. 2,THE CONDUCTOR SIZING IN THIS DETAIL IS A GUIDELINE AND MAMMARY SHEET NUMBER BASED UPON LENGTHS AND ROUTING IN 1HE FIELD,NEC CODE REQUIREMENTS TAKE PRECEDENCE OVER THESE DRAWINGS TRENCH SECTION SCA_E',Ts 2 ONE-LINE DIAGRAM SCALE:H1Sj 4 -*AIL LEWIS COUNTY BASED ON PROVIDED SOIL RESISTNTTY TEST DATA DATED 3/14201E LEVELS AVG. PROJECT INFORMATION: 23,171 OIAICM Q S SITE: 300' CONDUCTOR,TINNED(2-T) 1 9OF TERRADYNE GROUND ROD,HORIZONTAL(TG-10L-Ki62T363F-P) CHEHALIS RIDGE 14 AOF5/8•X17 COPPER CLAD GROUND ELECTRODE(5001) RADIO SITE x x x x __ - 120E NORTH END AVE., (P) DTO CIMIBING LADDER PE0. T,RFYI (P)TOWER ® 2/ BAGS OF TERRAFILL SOIL EN WJCEMENi(TFd)WITH/XYBED CHEHALIS,WA 98532 MANUFS REQUIREMENTS TERMINAL GROUND BAR(TGB) SOIL RESISTANCE=<5 OHMS RESISTANCE TO EARTH VALUE ,� RELEASE (P;IyI�ONDTO TOWER BASE-RIP ••1�i (P)BOND FROM ARTENNJ�ARD _ ,' m yw RMANUFS REQUIREMENTS E'v-_- TOWER EQUIPMENT TOT B TYP .namO WORM LOON t rK.1m, M.w PERMREME AN M W)BOND TO P BRIDGE REQUIREMENTS6MANU AND MO'1OROLA SUPPORT,TYP R5fi MANUAL MASTER GROUND BAR(MOB) - INSIDE SHELTER,THE IWO EXTERNAL GROUND BAR(EGB) CONDUCTORS FROM THE MCA MUST BE EXOTHERMICALLY _ }-# WELDED TO THE GROUND RING f \�R , IP)SHELTER I WITHIN 2 FEET OR EACH OTHER / ` � ' COUNTERPOISE DRAWING INFORMATDN. (P)GROUND TO Nar GROUND RING-TIP THIS 011.1.IS.rt�vnOm�SOLE.FOR usMO IS THE e ryw T. FRXrr GENERATOR PER A. r, — 37 FROM BUILDING '�, mum ITS WEILWTtT REPRODUCTION OR USE OF THIS R-56 MANUAL AND �i 15 I WI NNTINNED STRANDIDBARE GROUNDING SUMMARY I F�w'��°'0„ ;E THE „1O1 Cam, "E°a,„E MANUFACTURERS AL (NITPERGROUND 6T HVAC� COPPER CONQUHED GRADE AT Oxmm RECOMENDATION� _ UNIT PER R-56 30'BELOW FINISHEDGRADE- , I AND MANUFACTURER ENCOMPASSED INA4•XY BED OF 1. ALL INSTAWTIONS ARE TO BE FELD VERIFIED. PUNS PREPARED BY: r GROUND SHELTER III�� RECOMENDATIONS TERRAFILL SOIL ENHANCEMENT 2. GROUND CONDUCTORS ARE TO BE BURIED AT A MINIMUM 30'BELOW GRADE OR 8-BELOW FREEZE LINE, EQUIPMENT PER RSB - -. MATERIAL-TYP.(REFERENCE ).,` MANUAL AND X I III (P)SHELTFRr. DETAIL) WHICHEVER IS GREATER -'"P MANUFACTURERS MI ♦ 2.3. ALL BELOW GRADE GROUNDING CONDUCTORS ARE TO BE ENCOMPASSED IN A X 4•BED OF TERRAFILL RECOMMENDATION 1111113 ,a,* (P)HALO GROUND- (p)CHAIN LINK FENCE SOIL ENHANCEMENT MATERIAL. p.• ffi INSULATED 4. BONDS TO FENCE POSTS ARE TO BE MADE AT 1Y ABOVE GRADE WHERE APPLICABLE. agirx/r,. A I - COPPER WIRE 909 N Bee.soar.27 D '' ,•�:'•• ,a 5. NO CONDUCTOR SHALL HAVE A BEND IN RADIUS OF LESS THAN 1Y AND SHALL NOT EXCEED 90 Portland,OR 9T22) (.3) 3)38T-3331 V dr".WOO•I - — — — — \ / , - DEGREES. wv, nln9-en9r.wm y� / N 6. TERRADYNE ELECTROLYTIC GROUND ELECTRODES ARE NOT TO SHARE THE SAME TRENCH AS ., IQ� \ GROUNDING CONDUCTOR,NOR RUN IN A PARALLEL PATH TO THE CONDUCTOR. 'r•ArO. r �' I `/ (P)BOND TO PROPANE TANK LICENSURE: ',,. /nyD 7. ALL GROUND SYSTEMS ARE TO BE MADE COMMON. 3.M. � I'OW'Qo '4 \ \ 8. ALL BONDS ARE TO BE COATED WITH ANTIOXIDATIONCOMPOUND. N,1 r,.1rl.'r'I. H I / 49 I .: I 9. WHERE STANDARD GROUND ELECTRODES ARE UNABLE TO BE DRIVEN,THE FOLLOWING ALTERNATNESI �Q JOW'Y C� ii O SHALL BE USED IN ORDER OF PRIORITY /jH�s eV*/;,. ,,3 I A. GROUND ROD SPECIAL CASE INSTALUON,PER DETAILS SHOWN ON SHEET E-2,SECTION 2 C ti � L,i�---- 'I \ B. TERRADYNE ELECTROLYTIC GROUND ELECTRODE,PER DETAILS SHOWN ON SHEET E-3,SECTION 2 A r7 .. f1.E 'Q� 'C (PI BOND FROM / C. 12-X12•X1/8'COPPER GROUND PLATES SHALL BE INSTALLED 30'BELOW FINISHED GRADE A J�" - - - I,I I•itt/rI.,1: I I 0 I ENCOMPASSED IN 50LBS OF TERRAFILL SOIL ENHANCEMENT MATERIAL. / x r°. I.•" POSTGATE TO GATE /� 10. ALL CONNECTIONS SHALL BE IXOTHERMICLY WELDED. O,� 1527 E� �(� IOC O4,�1 XIBLE GATE BONDING \ (P)BOND TO EACH FENCE POST TYP CZSTER N PO *AV.',I� _ JUMPER _ N. GENERAL NOTES 2 ��'ONAL �� •�';�� ap x X Y .�' LEGEND: RENEWAL DATE 10/31/21 414.1. 'Q/ TERRADYNE TG-10LJg8-2T364F-P SERIES ELECTRODE WI INSPECTION WELL MP 4 SHEET TITLE I./' • EXOTHERMIC WELD GROUNDING 4.4, = MECHANICAL CONNECTION ® 51 B'x17 COPPER CLAD GROUND ELEC.INaroc SITE PLAN T ® SIB•x 10'COPPER CLAD GROUND ELECT NUM W/INSPECTION SLEEVE 92 TINNED SOUD COPPER CONDUCTOR SHEET NUMBER SITE GROUNDING PLAN I I 14 LEGEND 13 E T 71X11 SCALE:1'=1C 32X34 SCALE I"=p NOTE:ALTERNATIVE BONDINGGC FOR CABLE .411-killiiiii. TRAYS WHEN MANUFACTURER LEWIS COUNTY BONDING NOT PRESENT TERRAFILL SOIL -- ENHANCEMENT MATERIAL T1i,•ii. r1 11II1B-R 1 I=II•=ftJIll.11.11.11.11.11.11' PROJECT INFORMATION: TINNED BARE COPPER c, CONDUCTOR 1.-11:_,1_11.,�,v_„ SITE: I1=1i_:_IIi!=ii i1= r=E- ,,,.; • :9# CHEHALIS RIDGE a< R. ;11,: `°,f>`;>F°'ft �'l RADIO SITE A ?li-ii iL:n—u=ll 1201 NORTH END AVE., 11=11 11:II.�FJI°- CHEHALIS,WA 98532 -111111= e DATE RELEASE NOT USED SCALE NTS I 1 CABLE TRAY BONDING CONDUCTOR SCALE NTS' 2 SOIL ENHANCEMENT DETAIL SCALERATS 13 /i ///// DRAWING INFORMATION: row/WI, % SOLE PROPERTY /'/// IS PRODUCED TIEOR USE 1110E .r//�%/ wxd.xo ITS AFFILIATES.RmRUwnwN OR MOP TM /%I %%//// N�D�D:OR THE INFOR..TION CONTR.',NE III /�%�I �l/�,�%/// w1n�DlfrlHE vrtuilEx PENK51oN .......r/ "�/g , PLANS PREPARED BY: I �IC�I//I lip SLOE' 8964 LIGHTING ROD 909 N IFeltVi Street.Suite O///////% PorOR 9,22T ////% 8)Iie r` NUTS,FIAIWASHERS AND UCFNSORE:III LOCKWASHERS WITH GROUNDING CONDUCTOR ISL1GHING RODHNO2AWG ANNEALED TINNED III �OV C�COPPER,BLACK INSULATED •I PIPE CAP ‘ A�YJsi5/ BONDED TO GROUND GRIDll Q Rr � �S. KNOCK OUf FOR 1Y11iM (21mm)CM HOLEimiI H '�' ��,' NI! © FA �E I I�,•E_j= � IFLANGED PWEt7� 527 9 (� I� -i A o.D. �Mil 11:11111r1IONA E95" "~� TOP OF TOWER LEG RENEWAL DARE 10/31/21 © SHEET TITLE EXTERIOR TD[SOUNDING ELECTRODE GROUNDING SYSTEM DETAILS I KEYNOTES: O 2/0 AMA BARE TINNED STRANDED COPPER CONDUCTOR.USE4/0 AWG II SUBSTATION. ELOTAERWCLY WELDED TO FETKE POST 12'ABOVE FINISHED GRADE O EU AWG COPPER LIR WIRE OR DIE COPPER BRAID O EXOTHERMIC CONNECTION IS PREFERRED,OR LOGS THROUGH-BOLTED TO GATE POSTS. SHEET NUMBER E-3 NOT USED SCALE:NTS 14 FENCE POST AND GATE BONDING SCALE NTS 15 LIGHTING ROD DETAIL SCALE NTS 16 ADJUSTABLE BEND MI 'SCOTCH TAPE GROUNDING CLAMP , OVER VINYL TAPE ADJUSTABLE T06 YP.GROUND LEAD I /�� CLAMP —� —� PUTTY TAPE �//�/ BAND CLAMP TYP. VP 20 HARDWARE GROUNDINGK. 86 GROUND LEAD 0 • TWO HOLE `I �� 1 STRAP ASSEMBLY I / O COMPRESSION \ LEWIS COUNTY ■ ■ #/ .I. GROUND LUG(K6)TO TYPE GT TYPE GROUNDING PLUG(2 CIAMP TYPE W TYPE PT TYPE W FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 PROTECT INFORMATION, FIGURE 5 FIGURE 6 NOTE: NOT GC �. rlr� t'Sp. SITE: FEEDUNECABLEGROUNDING SCALE:NTSI 2 �f� • ' CHEHALIS RIDGE NOTE: WEATHERPROOF ALL FEED LINE CONNECTIONS AND NOTE ALL GROUNDING 25MM SQ.GSA(HAWG)OR GROUNDING NONMETALLIC TYPEVB TYPE VB TYPE TA TYPE TYPEGR RADIO SITE GROUNDS PER R56 STANDARDS AND PER ATTACHED DESIGN.SPECIFICATIONS, COARSER BARE COPPER ELECTRODE PROTECTIVE WEATHER PROOFING DRAWING AND CONSTRUCTION CONDUCTOR OR STEEL CONDUCTOR SLEEVE 1201 NORTH END AVE., METHODS SHALL COMPLY REINFORCING BAR OR RW, CHEHALIS,WA 98532 ANTENNA(TYP.) WITH THE MOTOROLA USA NOT LESS THAN OS 0 AID AT \ DATE RELEASE 'STANDARDS AND GUIDELINES LEAST 20'LONG \C� w,Azen CD DIN FOR COMMUNICATION SITES'. 11(< � � \'/�� r. (WEATHERPROOF) CONNECTORS GENERAL ` � ��-. \ '°" "m "Y`� (VEATHERPROOF) su•zoa mAtce INFORMATIONAL rMN. TYPEVN TYPE NC rPEc PURPOSES ONLY 3 2 TYPE TYPICAL EXOTHERMIC CONNECTION DETAILS SCALE:SITS 13 0 MAIN CONDUCTOR,COPPER CABLE TOWER TOP AMPLIFIER Q 8)8•DID COPPER CLAD STEEL GROUND ROD,TO FOUNDATION USE GROUND TO TOWER BE PLACED ON CENTER IOALONG CONDUCTOR INDIRECT APPROPRIATE HARGER GALVANIZED GROUNDING TAR OWNER REO gzcnox CONTACT CONNECTION BARHGBI14412G OR EQUAL ORAVANC INFORMATION: QJ D(OTHERINCT'PENC OPYRIWIIm ANO IS THE SOLE PROPER, WITH EARTH ANTENNA MOUNT GROUND RoO=0 SOLELY FOR USE BY THE Q ®EXOTHERMIC TYPE"GT DRAWING ANC ITS W E W.Y, OR USE OFTxlc N'MALE CONNECTORS NOTE: FOR REFERENCEONLV WAY,.Cq?NNm IA IT IS (WEATHERPROOF) COAX CABLE GROUNDING FOR,DOEAxO,o THE WRITTEN PERMSSwx OF TIE ONNER U I : LDF4508 GROUND ROD DETAIL SCALE NITS 4 UFER DETAIL SCALE NTS 15 KITS PUNS PREPAREDm': APPROX6FT. ♦1 'DIM MALE CONNECTOR NOTES 1,'S ' I� NOTE: BENDS SHOWN ON GROUND TARSAND I GROUND CONNECTION WIRES ARE FOR 1 TYP FOR ALL GROUND WIRES FOR 1 S R,�'/"I' • I I r Iri 'DIM FEMALE CONNECTOR ILLUSTRATION PURPOSES ONLY.AVOID EXCESSIVE BENDS.WIRES TO BE AS , LJF4308 ELECT.AND OTHER EQUIPMENT. !Mill r STRAIGHT AS POSSIBLE:INSTALL DIRECT FROM EQUIPMENT TO GROUND POINT. ■ APOROX 3 FT. '�� ALL GROUNDING DESIGN,SPECIFICATIONS,AND CONSTRUCTION METHODS r'!' NM;, �' 2 THE ENTIRE LUG MID AREA TO BE Mil GROUND TAIL,(TYP.) SHALL COMPLY WITH THE MOTOROLA R56'STANDARDS AND GUIDELINES FORill 0 I COMMUNICATION SRES'. SPRAYED WITH CLEAR LAOUER OR .M•r I + ' I GROUND AND WEATHER COLD GALVINIZING SPRAY ✓ ! CREEN NSIMTED Portland,OR 9T1t.��D //�T•\ 'I. •CONTRACTOR TO PROVIDE STUB UP(TYP.) 111 1 T Y PROOFING HITS,INSTALL • LIGHTENING 3.GROUND LEADS TO BE EXOTHERMIC / COPPER WIRE TO MOB AHAOtT9•AATwm Li IOC ! I BELOW ANTENNAS,(TYP.) - AT BOTTOM OF TOWER •••�'�Ii ` lIXOTHERMIC CONNECTION ARRESTOR WELDED TO GROUND RING.0 L EQUIPMENT •MECHANICAL CONNECTION MTTENNAAND FEMALE TO O AGB MOUNTED TO - SHELTER 'N'FEMALE TO AGE(AT ANTENNA.% UCENSURE: TOWER DIRECTLY GROUND AND WEATHER EQUIPMENT. BELOW ANTENNAS, PROOFING KITS,INSTALL 'N'MALE HARD BY OTHERS BELOW ANTENNAS,(TYP.) CONNECTORS MOUNTED TO HARGER GALVANIZED GROUNDING BAR RGB14824(OR SOHN SEE'NOTE \ GROUNDED EQUAL)WITH HOLE PATTERN,STANDOFF INSULATORS Q ��/ EQUIPMENT JUMPER GROUND UNISTRUT. AND MOUNTING BRACKETS AS SHOWN ��Cf -"`A'Y sl- THWGREEN CABLE,SEE SHEETS \ UNISTRUT OR PASS DC UP TO GENERAL NOTES GREEN INSULATED COPPER WIRE TO AGBATTOP OF O�EP �� %/ RF-1 AND RF-2 FOR 15 V TO POWER ALL ANTENNAS,LNES AND RELATEDROUTE y WITH GROUND AND WEATHERPROOFING DETAILS TRAPEZE TO TTA INSTALLATION HARDWARE TO BE TOWER r' ANTENNA 1 KITS.LOCATED NEAR EQUIPMENT, MOB PROVIDED BY THE LAND MOBILE CABLES I I 1 N/MLE COAX CABLE GROUNDING JOTS WITH i/ I I ) \ S==•111 CONNECTORS COMMUNICATIONS PROVIDER. LONG BARREL COMPRESSNN LUGS, M. !<1527 (V� 1 I \\\ l„ INSTALLED BY CONTRACTOR �S _Q GROUND TAR. i I :S. S®f FSJ45013 `f r+ISTEµ' (TYPI I GROUNDED APPROX.40 FT. B llti s,, f'�Vti W-''N.., �� I UNISTRUT OR _ AUK BOND ALL 1/ / I TRAPEZE .,., EQUIPMENT TO S11 II 0 0 TGB MOUNTED I �� i ��I/ MGB-S2 TT�HOU ' TA �Ij o I� RENEWAL DATE 10/31/21 TO BASE OF I Y II I GREEN 1"') STRD.GREENiiiTOWER,BY I I III q {�T q GROUND FROM INSULATED WIRE TWO HOLE COMPRESSION till • I rS0 j�jlSIEF'f 7177E OTHERS I( K2 THOU GREEN(iVP) R`•' ®fl� ec"1 gillifi 1 r'� MGB TO CPoMELUG(B2)DETALISTYP. E -S A 0 0 . EXTERIOR SEE'NOTE I I e 3T8'X 1?S.S FLAT OF TWO NUTSSBOLTS I I MOUNT EGBON I R I I IS+i III EQUIPMEM WASHER A ' rs ' 0 A II SHELTER,BY I 11 1 - RACK (TTP.) BUSS BARON FLAT SURFACE • i A.E • • ?3 ?:3) OTHERS MORN Imo-'— 2'' r!y OF EQUIP.IWIREWAV / ( GROUNDING f ••••• !!! - 3/8'S.S LOCKWASNER NO-LUX ANTAOXIDIBNG r E I STRANDED BARE I SEE•NOTE SHBJER, (T P I I' • TINNED COPPER WIRE 1 I BY _ CONNECTORS COMPOUND TO GROUND RING- DETAILS II _.OTHERS I; i PROVIDE(2)PER MGB BOND EGB STRANDED BARE TINNED 8�. 3R7 S.S.HEXNUT i I SIB'X I'S.S -STRANDED BARE TINNED NOTE ' HEXBOLT JI COPPER(fYPALL MGB'S) I. I ■• O -=EXOTHERMIC ' r-x _ �/ Y6'S.S LOCNWASHER ---- --- - T__ �__ _T_________ 318'S.S STAR II� N.-- WASHER(IYP.) 3'6'X 1R'S.S FLAT SHEET NI:MBE' TONY ER GROUNDING RING I `EACH LEG TOME RNG $EEL,TER GROUNDING RING 2LOCATIONSTO MOB(AT BASE OF TOWER ANOEWS111ENr1 ,1 SITE RING WASHER(TYP.) - - E-'Y TYPICAL RX GROUNDING SCHEMATICS (SEE OUTSIDE AND INSIDE TRANSMISSION LINE DETAILS) SCALE NTS I 1 GROUND BAR DETAILS scALE:NT$ 6 „ W �r 351 NW North Street Lewis County Facilities Chehalis WA98532 `LEWIS COUNTY/ N..„,..._,Nsitio:=0_,1 BID PACKET FOR: Chehalis Ridge Radio Site Project Project #31-1617 OFFERED BY: LEWIS COUNTY DEPARTMENT OF INTERNAL SERVICES 351 NW North Street Chehalis, WA 98532 Mailing Address: 351 NW North Street Chehalis WA 98532 ATTN: Capital Facilities Phone: 360-740-1192 BID PACKET CONTENTS 1. BID ADVERTISEMENT/INSTRUCTIONS TO BIDDERS 2. CHECKLIST 3. PLANS AND SPECIFICATIONS 4. CENTRAL SERVICES CONTRACT/GENERAL CONDITIONS/SPECIAL CONDITIONS 5. PREVAILING WAGE NOTICE 6. PERFORMANCE BOND 7. CERTIFICATE OF INSURANCE 8. NON COLLUSION AFIDAVIT 9. BID FORM BOCC AGENDA ITEM SUMMARY Resolution: 21-288 BOCC Meeting Date: Aug. 10, 2021 Suggested Wording for Agenda Item: Agenda Type: Legal Notice Call for Bids for the Chehalis Ridge Radio Site Contact: Doug Carey Phone: 3607401337 Department: IS - Internal Services (including SWWF and Facilities) Description: Call for Bids for the Chehalis Ridge Radio Tower Approvals: Publication Requirements: Publications: User Status The Chronicle August 10 and 17 The Seattle Daily Journal August 10 PA's Office Approved Steve Wohld Pending Additional Copies: Cover Letter To: