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List bids received/contractor selected for the Chehalis Ridge Radio Site Project BEFORE THE BOARD OF COUNTY COMMISSIONERS LEWIS COUNTY, WASHINGTON IN THE MATTER OF: RESOLUTION NO. 21-348 LISTING OF BIDS AND CONTRACTOR SELECTED FOR THE CHEHALIS RIDGE RADIO SITE PROJECT, #31-1617 WHEREAS, a call for bids was issued on August 10, 2021 for the Chehalis Ridge Radio Site Project, Project #31-1617; and WHEREAS, bid quotations have been submitted by the contractors as follows: CONTRACTOR CITY, STATE BID AMOUNT TKK, LLC Ferndale, WA $584,478.00 Quigg Bros, Inc. Aberdeen, WA $453,000.00 GENGUILD Constructors Battleground, WA $483,765.00 ; and WHEREAS, Quigg Bros, Inc. provided the lowest responsive bid of $453,000.00 for the Chehalis Ridge Radio Site Project, #31-1617. NOW THEREFORE BE IT RESOLVED that the contract for the Chehalis Ridge Radio Site Project shall be awarded to Quigg Bros, Inc. of Aberdeen, Wash., in the amount of $453,000.00. Upon presentation of a contract acceptable to the Board of County Commissioners (BOCC), the Communications/E911 Administrator is authorized to sign on behalf of the BOCC. DONE IN OPEN SESSION this 21st day of September, 2021. Page 1 of 2 Res. 21-348 APPROVED AS TO FORM: BOARD OF COUNTY COMMISSIONERS Jonathan Meyer, Prosecuting Attorney LEWIS COUNTY, WASHINGTON Kevin McDowell Absent By: Kevin McDowell, Gary Stamper, Chair Deputy Prosecuting Attorney ATTEST: •'�°""'y"As•• Lindsey R. Pollock, DVM ••♦S - RD OF P Ltdsey R. Pollock, DVM, Vice Chair •NWT CJGA_ Rieva Lester •% s--_Cc).- ' Sean D. Swope Rieva Lester, Sean D. Swope, Commissioner Clerk of the Lewis County Board of County Commissioners Page 2 of 2 Res. 21-348 Project Name: Chehalis Ridge Radio Site Project Project No.: 31-1617 Name of Firm: Quigg Bros.,Inc. LEWIS COUNTY DEPARTMENT OF CENTRAL SERVICES FACILITIES DIVISION 351 NW NORTH ST,MS:PSDO5 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) Foar //Kndlt?d 'iffy TA, TA j,N .,.,) pol/ars $ Ij/S3 1700, Do (Please print dollar amount in space hove) (do not include Washington State Sales Tax) TRENCH EXCAVATION SAFETY PROVISIONS $ 2,500.00 (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) N/A $ (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 6 0 calendar days after the date of Notice to Proceed. Project Name: Chehalis Ridge Radio Site Project Project No.: 31-1617 Name of Firm: Quigg Bros.,Inc. 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 N/A $ $ 2. C q $ $ 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 G a Air Conditioning(HVAC) N/A V n d ff 1% 'OO 'c ' . O� l.a. HVAC Alternate Bid# (if applicable) C Q 2. Plumbing N/A (f n 4 t( ,� !� o0o Dct2 2.a. Plumbing Alternate Bid# (if applicable) 3. Electrical N/A VnIit ) / Doo DOo, j 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: Quigg Bros.,Inc. 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. #1 Addendum No. Addendum No. #2 Addendum No. Addendum No. Addendum No. Name of Firm Quigg Bros.,Inc. Washington NOTE: If bidder' corporation, write State of incorporation;if a partnership,give full names and addresses of all parties below.. Signed by ,Official Capacity Vice President g Print Name Charles Quigg Address 819 West State Street City Aberdeen State WA Zip Code 98520 Date 9/2/2021 Telephone 360-533-1530 FAX 360-532-3449 State of Washington Contractor's License No. QUIGGBI022RT Federal Tax ID# 91-0615779 e-mail address: gbibidaquiggbros.com 1 Fairholm Avenue Peoria, IL 61603 USA 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-D1 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. I St� q.2oU . , CERTIFIED BY: DATE: 4/-2,tS/1+ -35525 ,9 �� 'ors vSSIONAti . • Products for a Growing World of Technology° POLE DESIGN LOADING DESIGN WIND LOAD PER ANSI/TIA-222-G USING THE FOLLOWING DESIGN CRITERIA: 1. ROHN PRODUCTS Pi ASCE 7-16 FACTORED WIND SPEED(NO ICE): 103 MPH OTHERWISE SPECIE BASIC WIND SPEED(WITH ICE): 30 MPH PER ASCE 7-16 2. THE DESIGN LOADI DESIGN ICE THICKNESS:0.5"PER ASCE 7-16 THE DESIGN LOADI EXPOSURE CATEGORY:C SITE-SPECIFIC DATA STRUCTURE CLASSIFICATION: III VERIFIED BY OTHEI TOPOGRAPHIC CATEGORY: 5 3. ANTENNAS AND LIN CREST HEIGHT: 298 FT PROVIDED BY OTHE ` SECTION 1 DISTANCE FROM CREST: 82 FT 4. STEP BOLTS WITH/ / Lh: 702 FT FACILITY FOR THE J EARTHQUAKE SPECTRAL RESPONSE ACCELERATION,Ss: 1.184;Si=0.487 5. POLE MEMBER DESI THIS POLE IS DESIGNED TO SUPPORT THE FOLLOWING LOADS: SINCE ERECTION E( ELEVATION(FT) ANTENNA TYPE LINE SIZE(NOM) ASSUMES COMPETE 6. WORK SHALL BE IN TOP BEACON&LIGHTNING ROD (1) 1/2" STANDARDS FOR Si 79 (3)DB224 ON(3)3 FT SIDE ARMS (3)1/2" STRUCTURES". SPLICE LENGTH (2)4 FT HP DISHES7. STRUCTURAL STEEL 30"MIN. 75 (2)1/2" IN ACCORDANCE W 53'-0" } I 32"DESIGN [AZ.0&180 DEG] [6 GHZ] 8. PURCHASER SHALL -' 35"MAX. 50 (3)DB224 ON(3)3 FT SIDE ARMS (3)1/2" LOCAL,STATE,AND AND LIGHTING. FOUNDATION NOTES: 9. TOLERANCE ON POI 10. DESIGN ASSUMES T I. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL WILL BE PERFORME Q ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED. WITH ANSI/TIA-222 co FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN 11. DESIGN ASSUMES A u w SECTION 2 PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. � � / 12. DESIGN ASSUMES L x a / 13. POLE SHAFT CONFC Lo o DEPTH(FT) SOIL TYPE K(PCI) y(PCF) m(DEG) C(KSF) E w(IN/IN) STEEL CONFORMS 1 x w o 0.0-2.0 SOFT CLAY 5.0 80.0 0.0 0.100 0.035 w do I-- SPLICE LENGTH 2.0-5.0 SAND 34.0 103.0 30.0 0.000 0.000 LA -W 34"MIN. 5.0-7.5 SAND 229.0 126.0 37.0 0.000 0.000 a 33=f1 f 36"DESIGN 7.5-10 SAND 198.0 124.0 36.0 0.000 0.000 40"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 UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 3. FOUNDATION EMBEDMENT IS BASED ON A SOILS REPORT NO. 180178-GEO DATED 3/19/2019 BY BLACK MOUNTAIN CONSULTING,LLC. 4. EMBEDMENT DEPTH INDICATED IS BASED ON THE GRADE LINE 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 THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. 8. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. 9. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION MATERIALS,INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON ,- ,Ir,rr,...lr c.,,rr,r,,r AT Ti I,,-,Tr ETowerSoft ENGINEERING SOFTWARE D�wd..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 DESIGN SPECIFICATION Design Standard:ANSIITIA-222-G-2005 Add.2 Ultimate Design Wind Speed(No 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=ER Exposure Category=C Topographic Category=5 Sct 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 I 1 48.00 3.00 22.05 29 00 02500 95 00 I ( MAXIMUM BASE REACTIONS Download(Kips) 10 5 Shear(Kips) 11 2 Moment(Kipsft) 614.1 III TowerSoft ROM ENGINEERING SOFTWARE D.#drnwi! 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 CIVIL ENGINEERS Site: CHEHALIS RIDGE- WA Contract No.: 230062 Revision: 0 Engineer: SWG Date: Apr 25 2019 Time: 03:00:31 PM Design Standard: ANSI/TTA-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(1bs/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 dr 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(1bs/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 7 Wind Load Factor: 1.00 Dead Load Factor: 1.00 EARTHQUAKE CONDITIONS: Site class definition: D Spectral response acceleration Ss: 1.184 Page A 1 TowerSoft ".ENGINEERING SOFTWARE 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 Sd1: 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 • fTowe rSoft ENGINEERING SOFTWARE p./.11..I... 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) (ft) 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: I 5653.9 / / / / Page B 1 TowerSoftPM Iti....1111111111!1; ENGINEERING SOFTWARE 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 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 (lbs) (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 Page C 1 TowerSoft ENGINEERING SOFTWARE p...�„,.�. 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. Not El Top El Desc. Radius Az. Orient. No. Shielded Shielded Antenna (Et) (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-SOA 0.00 0.00 0.00 1 Yes I 3 0.00 79.00 LDF4P-50A 0.00 0.00 0.00 3 Yes 3 4 0.00 75.00 1.DF4P-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 0.15 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 ow..rwa..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) (it) (Deg) (Deg) (ft) 1 BEACON & LR 80.00 0.00 0.0 0.0 0.00 2 (3) DB-224 3FTSA / V9.00 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 1 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 S.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) DB-224 3FTSA 23.50 23.50 39.00 39.00 0.45 0.75 1.10 Page F 1 EITowerSoft MIN ENGINEERING SOFTWARE D►s.d..ws' 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 Wird Orly 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 TowerSoft RIIIIIVI ENGINEERING SOFTWARE 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 -14.1 -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 1 J Page J 1 TowerSoft ENGINEERING SOFTWARE A...d..w•. 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 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 2.50 614.13 di Page K 1 1111TowerSoft ENGINEERING SOFTWARE 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 L: STRENGTH ASSESSMENT DATA Load Combination Max Envelope Wind Direction Maximum Elev. Axial Ld. Axial Cap Moment Mom. Cap Assess, (ft) (kips) (kips) (kipsft) (kipsfc) 80.00 1,46 700.28 0.45 227.26 0.004 74.64 1.46 734.60 10.63 250.22 0.007 74.64 2.73 734,60 10.71 250.22 0.045 69.27 2.73 768,93 35.67 274.28 0.132 69.27 3.10 768.93 35.68 274.28 0.132 63.91 3.10 803.25 62.37 299.45 0.210 63.91 3.48 803.25 62.38 299.45 0.211 58.54 3.48 837.58 91.19 325.73 0.282 58.54 3.87 837.58 91.20 325.73 0.283 53.18 3.87 863.27 121.82 349.61 0.351 53.18 4.17 863.27 121.83 349.61 0.351 ( 50.51 5.20 862.79 138.27 349.14 0.400 47.01 5,20 878.92 164.71 364.90 0.455 47.01 5.66 878.92 164.80 364.90 0.456 43.51 5.66 894.74 192.91 380.87 0.510 43.51 5.94 894.74 192.91 380.87 0.511 40.01 5.94 910.26 221.90 397.04 0.563 40.01 6.23 910.26 221.90 397.04 0.563 36.50 6.23 925.47 251.48 413.40 0.613 36.50 6.52 925.47 251.49 413.40 0.613 33.00 6.52 940.38 282.23 429.95 0.661 33.00 6.80 940.38 282.24 429.95 0.661 30.00 7.31 1310.89 309.38 597.62 0.521 25.00 7.31 1353.55 355.67 637.37 0.562 25.00 7.97 1353.55 355.67 637.37 0.562 20.00 7.97 1396.21 403.76 678.40 0.599 20.00 8.52 1396.21 403.77 678.40 0.599 15.00 8.52 1438.87 453.92 720.71 0.634 15.00 9.08 1438.87 453.93 720.71 0.634 10.00 9.08 1481.54 505.46 764.30 0.666 10.00 9.65 1.481.54 505.47 764.30 0.666 5.00 9.65 1515.83 559.08 804.73 0.699 5.00 10.23 1515.83 559.09 804.73 0.700 1 0.00 10.23 1546.86 614.13 844.40 0.732 Page L 1 • III MIMI TowerSoft ENGINEERING SOFTWARE o....t....+. 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) (in"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: /M- Date: _ Eng. File: 230062 Building Code: T A Rev. G__ LPile: ver. 4 LPile_l: 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) 4(deg) C(ksf) _ c5o(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 . 1 r j r -1 .1 3 EJj : -3 i I :-4 ;li 1 I � -4 ll'' i I i -5 1 5 s . ( / -6 F I / I o -8 1 r' ' -8 a . I O j / // T -9 ''r f 1 / -9 -10 ' ; (1 i -10 s: 6 • -11 -11 7 -13 ' r / -13 14 14 L —` -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 ' BOCC AGENDA ITEM SUMMARY Resolution: 21-348 BOCC Meeting Date: Sept. 21, 2021 Suggested Wording for Agenda Item: Agenda Type: Deliberation Listing of bids and contractor selected for the Chehalis Ridge Radio Site Project, #31-1617 Contact: Doug Carey Phone: 3607401337 Department: IS - Internal Services (including SWWF and Facilities) Description: Listing of Bids and Contractor Selected for the Chehalis Ridge Radio Site Project, #31-1617 Approvals: Publication Requirements: Publications: User Status PA's Office Approved Additional Copies: Cover Letter To: w \ 351 NW North Street r -----. Lewis County Facilities Chehalis WA98532 COUNTY/ 11'a�lrin,gtorr'� Fir,t ('ountl' N44....„,,,_14=..3 CONTRACT 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 CONTRACT PACKET CONTENTS 1. BID ADVERTISEMENT 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. BID FORM 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://lewiscountywa.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.) 2 • DOCUMENT CHECK LIST (Lewis County Forms Only) The following items must be returned in the completed bid package: 1. Signed Contract 2. Performance Bond 3. Certificate of Insurance 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 ,..rillumm°47.11.. i ram^... ' :,,,..);_..:11: ,/111114, i,rt �C� a tom..-i r . c > e to finli ‘...,;.:146.-A*,,_. ' A 1,,,..,n ...:c ,. ., 0 a :,,,.,:.,,.. l ri L . qt �7ty 4�_T ,I.: , . 'Cir 4'7' :!*..1.44.1."..s',: 4 • -1. -..- 3•!..,k- ,, .. . ' 3. . 4, - , ti,,foi 4' . . , frpff+ 'se e ' � , , , •Lt dr s� _, r _ i a i. . 'r ,--- ', , II! IR4 v.....'":.111115311'ili ' , ry \\\\/ I J - — 4-4. - ‘. - „. .441, ..3.01 . . ;..,,ttl; , ---- 4 f'''' ,t,k4 y 'c� AR 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: Ouigg Bros. Inc. , 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: $453,000.00 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 Scott Smitherman,Administrator Lewis County Communications 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. hi 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: hi 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 fmal 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 PrevailingWageRequirement 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�l 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 4 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 V 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 ✓ 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. 12.16.03 =NI ' THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE CS-FACIE CERTIFICATE OF INSURANCE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED(Legal name and business address) CERTIFICATE HOLDER: CONTRACT LEWIS COUNTY,WASHINGTON NUMBER 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 sac •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 S Commercial General Liability Products Comp/Ops Aggregate $ IClaims Made El 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: 1-1 B IC D Authorized Signature I 8 . BID FORM Page 1 of 1 JOB#: 99981 N Al& VW E VAULT IS ACTUALLY BEHIND,s TRANSFORMER TO BE LOCATED 8FT MIN.FROM SOUTH OF JUNCTION BOX STRUCTURE AND POSITIONED PER PUD TECH. NOT LOCKED / .s N y= ' \1y57499 ;;;---.." \-,,, 1 t,g WA-69 r//`----- smIll s 101882 2 q CC FEED o \\ss�yF,� 1 Ess O t TATjO 1 �gLAV t \o , N 1 UGEL-15-02-JN �F., R 1 UGB-P15 �'. LEWIS _ 56s 2 N 170 2ALURDJN{PR-X2 T<-�.9L8 ( N 1 GR-4 I N 1 UGB-P15 II N 1 UGEL-15-02-JN 533649 N 1 UTR1-15-X ' 52783 02o�x N 1 V-PAD MNT GRD SLV CUSS TO INSTALL 07 0) 1--1 \ 512412 3 „0„ N I CONS-UG N 10 OUST-3W1. 3l0 CU h+ N 1 M-1-200-240 t 512413 Il B-16260 512414 L} O m C 512415 -- in 4 512416 9-1453 n 1Y •I G 512417 512420 {}\ 0 �I B-1�,asX 40 Ili 529030 51294 . CO COVERSHEET 99981 )i, Description: New Service(i.e.New meter due to new conl Job Status: DESIGN COMPLETE Svc Address: O Jefferson St. Staked Sy: PAT OBERMIRE Svc County: Lewis 1 Last Modified: 07/16/2021 SvcCity/Zip: Chehalis 98532 Foreman: 1SiteDirections: CHEHAJJS,NATIONAL AyE,COME IN DIRECTLY ACROSS FROM CHAMBNER OF COMMERCE WAY THROUGH LOCKED GATE. CUSTOMER INFORMATION I ` Location ID: 1 , Customer Name: LEWIS CO FACILITIES Customer it: r`V Customer Name: Customer#: Billing Address: 351 NW North St. — Oty: Chehalis State: WA 98532 Phone: 3607401337 _ ��,� I Alternate: U Email: Doug.Carey@lewiscountswa.gov EN FEE AMOUNT PAID JOB DETAILS APP: if$100 WO#(Spec): System Improvements: NC 21-463 ,CSC: -.-- $3780 Removals: NC21-007 I XMR,REG,CAP,BRKR,RECL Inst/Rem: OPER MP: $- Meter Pole: HOLDS REQUIRED CLBAR SVC Order: Locate Ticket: Route: 918 Joint Use: Sch/Class/Size: 24 04 200 R/W Notified: Phase Type: Structure: Contract Card: ✓ 7/15/2021 Substation: 02 MAIN Ditch/Conduit: ✓ Upline Device: WA-69,FUSE Feeder: WA-7 r L&I Inspection: ✓ ROUTING I Backfill: ✓ DEPARTMENT _- BY DATE I Eng Review: ✓ Foreman: Easement: I'Operations: t Contractor: Dispatch: _. .. I County Permit: Storekeeper: DOT Permit: Stores: Address: Eng Asst: 3 Other: ✓ACCESS FIGURED OUP Engineering: l R Rdy to Release: CHEHALIS GIS: Notes: TAKE PENTA BOLT TO LOCK VAULT. NEED TO COORDINATE ACCESS WITH CARETAKER BRIAN MOON AT 360 304 2778 3 B MUST SET AMR METER ON THIS 9 l N 07/16/2021 Page 1 of 1 1 e 1 1 PUD SERVICE EXAMPLES D RISER AT POLE MO NOT GLUE THE CONDUIT GOING UP THE POLE) BE SURE TO CALL 811 PRIOR TO DIGGING!!!! D SCH 40 GRAY CONDUIT ALL SWEEPS MUST BE 3'RADIUS.2"FOR PRIMARY.2.5"FOR 200 AMP,AND 3"FOR 320 AMP) 4 c DITCH DEPTH: t .--"'-‘-'k,., : - 5 I, ➢ 2"PRIMARY CONDUIT MUST BE 42"DEEP n-`, '"e D 2.5"AND 3"SECONDARY CONDUIT MUST LI` , " 11 BE 24"DEEP ➢ TRANSFORMER GROUND SLEEVE LUSE A 45°BEND AND A PROTECTIVE BUSHING TO KICK THE CONDUIT UP TOWARD THE OPENING) ® $, CONDUIT PROTECTIVE :` BUSHING 4r PRELIMINARY CD SET SITE NAME: - ilIiiik- LEWIS COUNTY CHEHALIS RIDGE RA D I 0 SITE PROJECT INFORMATION: SITE.• CHEHALIS RIDGE RADIO SITE 1201 NORTH END AVE., LOCATION: CHEHALIS, WA 98532 DATE RELEASE 1201 NORTH END CHEHALIS WA 98532 ".2D2D FINAL CD 10-27-2020 UPDATED LAYOUT-PRBPINARY CD AVE. , 7 5-18-2021 FINAL CD FINAL CD SET: COUNTY: APPLICANT: FROM THE LEWIS COUNTY FACILITIES OFFICE LOCATED AT 571 PRINDLE SIGNATURE DATE CIVIL/ELECTRICAL LEWIS COUNTY LEWIS COUNTY STREET IN CHEHALIS: 381 NW.NORTH STREET T-1 COVER SHEET ZONING: CHEHALIS,WA 98532 1. HEAD EAST ON NW PRINDLE STREET TOWARDS NW FRONT STREET. CONTACT:DOUG CAREY (226 FT) DRAWING INFORMATION: TOPOGRAPHIC SURVEY(1 OF 2) Ri-SINGLE FAMILY,LOW DENSITY 2. TURN LEFT ON NW FRONT STREET(282 PT) THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY TOPOGRAPHIC SURVEY(2 OF 2) LAND USE CONTACT: MIKE UNGER 3. TURN RIGHT ONTO NW PARK STREET(0.1 MI) DOUG CAREY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE JURISDICTION: (503)464-2243 4. KEEP LEFT TO STARY ON NW PARK STREET(98 FT) LEWIS OWNER AND ITS AFFILIATES.HIFO ATIO UCTION USE T IS THIS FACILITIES MANAGER DRAWING AND/OR THE INFORMATION CONTAINED IN R G-1 GENERAL NOTES CITY OF CHEHALIS 5. TAKE NE WASHINGTON AVE TON NATIONAL AVE.(0.3 MI) COUNTY FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE 6. CONTINUE STRAIGHT ONTO NE CASCADE AVE(400 FT) OWNER. C-1 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 MI) C-2 ENLARGED SITE PLAN DOUG CAREY(360)740 1192 9. TURN RIGHT ONTO COAL CREEK ROAD(0.3 MI) LEWIS COUNTY FACILITIES MANAGER LEWIS N SC OTT SHOPOTT MATTOON C-3 MONOPOLE ELEVATION SITE WILL BE ON THE RIGHT COUNTY ^cashing C-4 GRADING& (`,•s EROSION CONTROL PLAN C-4.1 GRADING Et EROSION CONTROL NOTES Et DETAILS OWNER: EST.TIME: 4 MINS.DETAILS I EST.MILEAGE:1.6 MI Civil Lnginc,r, C-4.2 GRADING Ft EROSION CONTROL NOTES Et DETAILS II LEWIS COUNTY 351 NW.NORTH STREET 909 N tland,OR 97 Suite D C-5 NOT USED CHEHALIS,WA 98532 Po 927 (503)387-5331 CONTACT:DOUG CAREY(360)740.1192 www.cuahing-engr.com C-6 ANTENNA PLAN AND DETAILS PROJECT DESCRIPTION: C-7 FENCE DETAILS PARCEL NUMBER(S)Et AREA: LEWIS COUNTY PROPOSES TO CONSTRUCT A NEW UNSTAFFED C-8 COMPOUND DETAILS PARCEL NUMBER:004696000000 ESSENTIAL PUBLIC COMMUNICATIONS SERVICE FACILITY CONSISTING LICENSURE: 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 PLAN \./O DO W S CO C-11 SHELTER REFLECTED CEIUNG PLAN 4' I/1'C.� C-12 SHELTER ELEVATIONS PROJECT COORDINATES: r0 ,- "IPA - LAT: 46°40'09.94"N(46.669428) - Z C-13 SHELTER SECTIONS LONG: 122°58'3.48"W(-122.967633) A ;�I_- �i SOURCE: 1A-SURVEY S-1 STRUCTURAL GENERAL NOTES DATUM: NAVD 88 � 527 9 fit/ 0� 1 5-2 FOUNDATION PLAN PROJECT INFORMATION CONT'D UTILITY PROVIDERS: L i/ - k.. �r �NAL • R�w\�~� S-3 ROOF FRAMING PLAN 7_ - ■� \,` I' _ __ - I �\ TELCO/FIBER PROVIDER: CENTURY LINK 5-4 STRUCTURAL DETAILS I POWER PROVIDER: LEWIS COUNTY PUD / •+U.n-°: `��1P,SSON RENEWAL DATE 10 31 21 um-r , C'( 5-5 STRUCTURAL DETAILS II a A78.°,'•j i, Q�0)E S ; .�„ :• _mei Ili E-1 SITE UTILITY PLAN GENERAL INFORMATION: : '- I I) E-2 GROUNDING SITE PLAN 1. PARKING REQUIREMENTS ARE UNCHANGED ,....__ ,..,...), .,„,..,,` •2. TRAFFIC IS UNAFFECTED „' :P ti .S b E-3 EXTERIOR GROUNDING DETAILS I 3. SIGNAGE AT SITE IS PROPOSED llit II I :mow`►A 4. SITE IS UNMANNED AND HANDICAP ACCESS IS NOT REQUIRED �'�ee.�I 1•' e' ti. ;� �.-- E-4 EXTERIOR GROUNDING DETAILS II W.'.....ell - i'lti` `.,b.1•,,' ::� -+y�%(°,, [$�q% kt 7 j SHEET TITLE CODE INFORMATION: :� et jr:C�'e� •�"-;*':`s 1. IBC-2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE p y Nits!I:f- tea ,>,. "..: ;` COVER SHEET AMENDMENTS /, " 2. NEC-2014 NATIONAL ELECTRIC CODE 1- `.1 r< ,� �6 'd*'•3 4�� ' 3. OCCUPANCY GROUP:U �' ��""' " i• z p•• 4. CONSTRUCTION TYPE:II-B ` s`1 • 4 C + i . � `'ile III s.:' `. •:;1.7,,•°;��'" `'i •;�� >,' • H1 SHEET NUMBER ',.. :;.'y et .,, T-1 SHEET INDEX PROJECT INFORMATION LOCATOR MAP SCALE:NTS DRIVING DIRECTIONS DOCUMENT REVIEW NOTES I. THE BOUNDARY SHOW)ON THIS SURVEY IS BASED ON MCWUMENTA*ILN FOWL AND RECORD INFORMATION. 7NIS IS NOT A BOUNDARYSURVEY. INITIAL SURVEY - CHEHALIS RADIO TOWER THIS 15 A SPECIALIZED TOPOGRAPHIC MAP WTH PROPERTY LINES AND EASEMENTS BEING OF GRAPHIC DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES O RECORD AND AVAILABLE MCNUMENTATIDN FOUND DURING IHE FIELD SURVEY. PROPERTY LINES OF TITLE IN THE SOUTHWEST 1/4 OF SECTION 29 WERE NOT INVESTIGATED NOR SURVEYED EXCEPT AS SHORN ON THIS PLAN. NO PROPERTY MONUMENTS*ERE SET. TOWNSHIP 14 NORTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN PROPERTY LINES SHORN ON 1MS SURVEY ARE BASED ON THE CHEHALIS LAND&TIMBER COMPANY SECOND ADDITION,BOOK 2 PAGE 109 ON FILE LEGEND MPH LEWS COUNTY, WASHINGTON. IN THE CITY OF CHEHALIS, LEWIS COUNTY, WASHINGTON UTILITY CAUTION SURVEYED DECEMBER 3, 2018 PROPERTY BOUNDARY UNDERGROUND UTILITIES SHOWN ON THIS SURVEY WERE LOCATED BASED ON UTILITY MARK OUTS PAINTED FOLLOWNG A CALL FOR A FREE UTRJTY 8 2 t\ LOCATE.NOT ALL UTILITIES MAY BE SHORN.CALL FOR UTILITY LOCATES BEFORE DIGGING / �/ RIGHT-OF-WAY of PROPERTY LEGAL DESCRIPTION-AS LISTED IN TITLE REPORT FOUND 01/2`R CONCRETE /WC'LS 669O TAX LOT /I LOT LINE F.T�I 1y_-°22i LOTS 7 AND 8.BLOC(24,CHEHALIS LAND AND TIMBER COMPANYS SECOND ADDITION TO THE CITY OF CHEHAUS,AS RECORDED IN VOLUME 2 OF NW CORNER S.S.SAUNDERS D.LC. 005625-004-UL'U VU l - - Q a W PUTS,PACE 143. �\_• / / - RECORD LINE _ W EXCEPT THAT PORTION OF SAID LOT 7 WHICH LIES EASTERLY OF THE EAST LINE O LOT 4 IN SAID BLOCK 24 EXTENDED NORTHERLY. r \ , //// W 8 g y O ALSO EXCEPT THAT PORTION OF SAID LOT 8 CONVEYED TO THE CHEHALIS WATER COMPANY BY DEED RECORDED.FEBRUARY 23. 1895 UNDER TAX LOT \ / / (N90TN0'00'W 100.00)/ RECORD BEARING AND/OR DISTANCE _.r, RECORDING N0.4954. 005625- _� j \ I / / PER SURVEY REFERENCE NUMBER) V d W c LOT 8 \ , 1 ¢ rR 1L BENCH MARK SEE SHEET 2 b A.F. AUDITORS FILE NUMBER LBWS a m , \\ //j COUNTY RECORDS(BY PRIVATE SURVEYOR) , 2 C THE DATUM FOR THIS SURVEY IS NAYD88.AN ELEVATION WAS ESTABLISHED FOR CONTROL POINT/101 USING CPS METHODS AND GEODI2B. 14 � / ACCESS AND UTILITY •'`\ a -ESL — EASEMENT PER ASSESSORa 9 `1 FOUND SURVEY MONUMENT AS NOTED Q` CONTROL POINT�IO-AN IRON SPIKE u 9� 0y LOT 7 �' �i� � / FILE NUMBER 3468969 IN - cr, ELEV 464.70 g0° I TAX LOT FAVOR O'LEVIES COUNTYI IP IRON PIPE z= ,� �� ■ - . LOT 8 s 005625-001-000 aj Q BASIS OF BEARING/LOCAL DATUM PLANE COORDINATES Q � �tiN`��,NRG� N T. J %�k� IR IRON ROD THE BASIS OF BEARING FOR THIS SURVEY IS THE WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE(4602)WTH COORDINATES �d1^ }" Vp p 'r`Pb�:� ESTABLISHED USING A CPS STATIC OBSERVATION AND A SOLUTION RECEIVED FROM THE NATIONAL GEODETIC SURVEY(NOS)ONLINE POSITIONING USER z z d „, of o Oi ., '� /// 10�,��`.aI'ma's SERVIO(OPUS). mkI / �Ss LOCAL DATUM PLANE COORDINATES AN AVERAGE COMBINED SCALE FACTOR OF 1.000105138 WAS USED TO CONVERT GRID COORDINATES TO GROUND Pl iv4��~yyyu �\\`r//��7/ //e�/� s/s$,�Ji COORDINATES SO CALCULATED GRID DISTANCES AND GROUND DISTANCES WOULD WTCH(I.E.-GRID COORDINATE TMES SCALE FACTOR EOUALS N / 0 GROUND COORDINATE). z 'b ��. /c4-�/ ,.a • AN AVERAGE CONVERGENCE ANGLE OF-147'32'WAS CALCULATED. - >C .> 4 446.do,,f, CHEHALIS LAND & '• /.A / m Y REFERENCE SURVEYS 0 Al'i�ry r� Q TIMBER COMPANY /,// /' 1. CHEHAUS LAND&TIMBER COMPANY SECONDD ADDITION.BOOK 2 PAGE 109 Q=o z i1 SECOND ADDITION '� / )s4 2 BOOK 30,PAGE 117 % $ .is,F, A '9Q z 3 BOOK 7,PAGE 266 0 ,"„ .4..,► y� 10 n REFERENCE DEEDS �� / \, , �Co o�o ��o \ OENAarTRAUA 1_5 N A. A.F.NO.4955978-7 \ / ' ��• �S • "I. _ / / / t o c, & A.F.NO.4954 �.f \ L. '� \� ? c. 8/� U CONTROL POINT COORDINATES (LDP) •POINT 101 POINT 102 N �, �'� =, a /11(/— RON SPIKE IRON SPIKE44e g ,W NORTHING 497,021.919 NORTHING 497,1OA708 •'cz EASING 1,011,045.118 FASTING 1,021,174.8iJ -".E � a ELEVATION: 464.70' ELEVATION: 456.41' R 4 $ / S'4 o TITLE REPORT EXCEPTIONS �� S ,tea - , a MCKAY CONSULTING LLC FUMED A TITLE REPORT FOR THE PROECT PREPARED BY LEWIS COUNTY TITLE,DATED NOV£MBER 9,2018,POLICY \�� m \\ ,.-IIII ,St,NUMBER SOW-08003J75. EXCEPTIONS LISTED INCUDE S \ Q P `.' , 1� 1. GENERAL TAXES AND ASSESSMENTS F ANY,NO SEARCH HAVING BEEN MADE THEREOF;ALSO, TAXES CR ASSESSMENTS RHICH ARE NOT SHORN , O ' "6 AS EXISTING LIENS BY THE RECORDS O ANY TAXING AUIHORI,Y THAI LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY IHE PUBLIC GRAPHIC SCALE \Irt, 'i ,RECORDS2. WPATENTED MINING CLAIMS RESERVATIONS OR EXCEPTIONS IN THE UNITED STATES PATENTS OR IN ACTS AUTHORILNG THE ISSUANCE THEREOF,• 0 200 400 - ti1111111111111cbk‘e>. I W.ATER PoCHTS,CLAMS OR TILE TO WATER. I II - 3 TITLE TO ANY PROPERTY BEYOND THE LINES CF THE REAL PROPERTY EXPRESSLY DESCRIBED HEREIN OR RTLE TO STREETS,ROADS,AVENUES I Inch = 200 R. JE LANES WAYS O.R WATERWAYS ON WHK,YI SUCH REAL PROPERTY ABUTS GR THE RGHHT TO MAINTAIN THEREIN VAULTS. TUNNELS,RAMPS OR ANY OTHER STRUCTURE OR IMPROVEMENT,;OR ANY RIGHTS OR EAMENTS'HEREIN UM.ESS SUCH PROPERTY,RIGHTS POR EASEMENTS ARE EXPRESSLY \ �'� AND SPECIFICALLY SET FORTH IN SAID DESCRIPTION. I N.MAIN STREET 8 i I ii VICINITY MAP N y 50ALE 1 1000' .41I� . it. a SI l • r a ` - 8 COUNTY LINE e b CENTRAUA 1/ BRE Qt.) Ro �'• Nv �OFFORD-PINCHOTCHEHALIS OFFORD-PINCHOT NATIONAL FOREST �_ LdONATIONAL FOREST w O7LEWI6 COUNTY = i\ I ( PAWOOD 1Na -MORTON .4IMMEME._ t3 Ory dPorriruirr n��\��\v��OWA:::: Dei4C ., .1�£{�. L ��`� NATIONAL JNCHOT % LNATGNAL FAPEST � � q ' \`Qy fcISY B\ -- rien J� • ) x COUNTY LINE J ti-"� oawQ BrFRrC PAGER 0 N o auw er. ERIc rrUc�xR it j� COUNTY MAP litA RE 4duY .,`+E L DARE AINUARY 4,2019 iTIER=9n COMBER 24 LOTS S Jag NAME CHEHALIS RADIO (.; .ne V 19027 I OF 2 INITIAL SURVEY - CHEHALIS RADIO TOWER IN THE SOUTHWEST 1/4 OF SECTION 29 TOWNSHIP 14 NORTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN !N THE CITY OF CHEHALIS, LEWIS COUNTY, WASHINGTON SURVEYED DECEMBER 3, 2018 li N zz h WCO I�p L., ZCONTROLIN02 ) m , i oo a TAX LOT ► 005625-004-000 TAX LOT I ,L 005025-006-000 I I. `L,_ _ /^ - \ FOND 4-X4'CONCRETE MON W/ N I �I t `, 1/2'LR. W/TPC"LS 16908' T ! ., \\NW CORNER S.S SAUNDERS D.LC "%TELECOM v ►: `\ •`I•E . PEAL/ 1 j \ \\ .?\� / o J / o::: 2 \\ \ 1// �Q" \\ S m x$ CONTROL POINT;f101-v / ,, A \A i ellt I� n' ®8. �2 \\ `\ GRAPHIC SCALE _*w . tt 0 I j ®�12"17 `\ 1 Inch = 30 ft. N 4 g I ®1 .rz • D' v o�i �� /, "e"46.DIA. INL®•2 ?0'DIA. TREE \\\ `�" A ''' 18' TOP r rV=5A1.RAI IREE 10P Li-V=5814 /J EXISTING ROAD IN TEMPORARY EASEMENT PER AUOTOR'S \ 18• \ \ FILE No.3469051. EASEMENT MAY HAVE EXPIRED ON /f-/ _ 18' •18` ` ��J \ \ N o JU!Y 12.2017. SEE DOCUMENT FOR DFTAII S. No. Ili' �\�,��--�- r__.g�_ 2f0 4• 72� 78' ®B' \ UTiIIiY`\ a \ LJP=t�_�•-;�...;�\ .8. .1514�1 • 18 5'\ POLE \ q.r. yyp J/TI(� $o J\ • 2. 11' 8 ® \ bs''4 T PER ASSESSOR \it‘ /\ \ 18• 12` ,'):\ ` \ \ FIE NIII R 3168969 M > ce 1', L --}RATC ,•2' "4:: �1$. FAVOR CF LEMIS COUNTY "'^a • • rI 0'i�,',,\��\�. ,1 .��• \\\•;800369 G00-DOD 18••TAX tor •]8•\ 1 \ 0' . �O \\\ co v V� �\ \ Lf T :4 30 ci, \ -��` .__-Vie'_ \\\fi �� `1 w �� v ,r_..� � ago , �� LEGEND I - —— —— . I• �. • � ,, \ PROPERTY BOUNDARY 8 \ RIGHT-OF-WAY \‘.. P 1 E2' _ - - — LOT LINE VatI ^ // — — — RECORD LINE a 8 • / UP UNDERGROUND POWER c L' / $ TAX LOT �' �•' ' \ 004695-000-000 / FO UNDERGROUND FIBER OPTIC // ' $ I �' // T UNDERGROUND TELECOM O ,n I y n N gl LOT 7 0 / or OVERHEAD TELECOM .•g // I 1 / GRAVEL ACCESS o k w a O / I / .w1 rn / LOT 5 a v (NE5'0O'007 200.001 CONIFEROUS TREE WI DIAMETER N LOT 3 I LOT 4 LOT 1 e o�' `ws'" i. LOT 1 i LOT 2Sir I TAX LOT 1P a ,_ '01 . �;�►,,. I I 004694-000-000 I DECIDUOUS TREE W/DIAMETER i % _ f� I I (N90O0'00'W 100.00)/ RECORD BEARING AND/OR DISTANCE o PER SURVEY REFERENCE NUMBER I 8 =MCP BAERIG O'JCDER A.F. AUDITORS OLE NUMBER LENTS `o DRAM4 Er. ER1C WOOER COUNTY RECORDS(BY PRIVATE SURVEYOR) o .� atae)or RAID E yam .. • FOUND SURVEY MONUMENT AS NOTED a DATE JANUARY 4,2019 IP IRON PIPE & R emu)ON.CCTDBER 20,2020 IR IRON ROD : .Re RAZE CIRNAUS RAM g 6 .iDe A 113027 2 OF 2 GENERAL NOTES: GENERAL NOTES CONTINUED: SITE WORK NOTES CONTINUED: 1 DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 17. THE CONTRACTOR SHALL PERFORM WORK DURING SITE/PROPERTY OWNER'S 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 AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE.EACH SITE NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE MUST PASS AN R56 AUDIT OR PM APPROVED BEFORE IT SHALL BE CONSIDERED COMPLETE FURNISHING ALL MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED 18. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHAL AND ACCEPTED. A0141111` NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 11. IF INADVERETENT DISCOVERIES OF NATIVE AMERICAN CULTURAL MATERIALS OR HUMAN LEWIS COUNTY PROJECT MANUAL. REMAINS ARE MADE DURING CONSTRUCTION,ALL WORK SHOULD CEASE AND POTENTIALLY 19. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING,COORDINATING AFFECTED TRIBES,AS WELL AS THE STATE HISTORIC PRESERVATION OFFICE,SHOULD BE - ..If. ',re., 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. NOTIFIED IMMEDIATELY. REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE TOWERIPOLE 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 AND ROUTING WITH THE ON SITE PROJECT 1. ALL ANTENNAS,LINES 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 VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/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 MANUFACTURER'S AND STRUCTURAL ENGINEER'S 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 RA D I 0 SITE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFICATION CAST-IN-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. ALL 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 (UNO). 4. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIALNC AIR CONDITIONING MET,MTL 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 TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. AFF ABOVE FINISH FLOOR MGR MANAGER 9-14-2020 FINAL CD OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE AGL ABOVE GRADE LEVEL MIN MINIMUM to-n•zoxD UPDATED LAYDUr-PRELNUNARY CD 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE FABRIC UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE R56 NOTES: APPROX APPROXIMATELY MISC MISCELLANEOUS 5.1E-2021 FINAL CD CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL STANDARD(UNO). ASTM 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-3 IN. MUST PASS AN R56 AUDIT BEFORE IT SHALL BE CONSIDERED COMPLETE AND ACCEPTED. BLDG BUILDING NTS NOT TO SCALE 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO CONCRETE EXPOSED TO EARTH OR WEATHER: BLK BLOCK OC,o/c ON CENTER MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE #6 AND LARGER 2 IN. BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. #5 AND SMALLER&WWF 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 IN STRICT 5. A 1/2"TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE(UNO). CALL 1-800-424-5555 48 HOURS BEFORE YOU DIG.WASHINGTON LAW REQUIRES YOU TO CLR CLEAR OHP OVERHEAD POWER , FOLLOW RCW 19.122 CHAPTER 144 CONC CONCRETE UGP UNDRGRND POWER ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8'LARGER IN DIAMETER THAN OFO OVERHEAD FIBER DRAWING INFORMATION: 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 UGT UNDRGRND TELCO THIS DRAWING B COPYRIGHTED AND IS THE SOLE PROPERTY CONT CONTINUOUS OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.AVOID CUTTING EXISTING REBAR PLYWD PLYWOOD WHEN DRILLING HOLES IN THE ELEVATED SLAB. DBL DOUBLE PR PAIR OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE DIA,0 DIAMETER DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS PERFORMANCE OF THE WORK DIAG DIAGONAL PROJ PROJECT FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE 6. INSTALLATION OF CONCRETE EXPANSION AND WEDGE ANCHOR,SHALL BE PER PROP PROPERTY OWNER. 8. THE CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTIONDIM DIMENSION MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. DN DOWN PT PRESSURE TREATED PLANS PREPARED BY: DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT.THIS DTL,DETL DETAIL REQ'D 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 DWG DRAWING RM ROOM CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S DEPRESSIONS.SURFACE SHALL BE SLOPED AT 2'T TO PROMOTE DRAINAGE AWAY FROM E EAST R.O. ROUGH OPENING EQUIPMENT. S SOUTH • SIGNED WET STAMP. EA EACH -., EL,ELEV ELEVATION SHT SHEET Ctl s 1 i t 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SITE WORK NOTES: ELECT ELECTRICAL SIM SIMILAR j 1 DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO 1. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED EQ EQUAL SPEC SPECIFICATION <✓ APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES.THE EQUIP EQUIPMENT SQ SQUARE 909 N Beech Street,Suite D STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE FROM THE SITE AND DISPOSED OF LEGALLY UNLESS OTHERWISE REQUIRED TO BE LEFT AS ESC EROSION&SEDIMENT SS STAINLESS STEEL Portland,OR 97227 ALTERED BY THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. DEFINED BY LAND/PROPERTY OWNER. CONTROL STL STEEL (503)387-5331 E.W. EACH WAY STRUCT STRUCTURAL www.cushing-engr.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 EXT EXTERIOR S.V. SHEET VINYL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ADJACENT BUILDINGS,ETC. FFE FINISH FLOOR ELEVATION THRU THROUGH TNND TINNED CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION.THE 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN FLUOR FLUORESCENT T.O.C. TOP OF CONCRETE LICENSURE: . CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY DAMAGE TO THE BUILDING FO FIBER OPTIC MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. T.O.M. TOP OF MASONRY SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE OWNERS FT GOUGE TYP TYPICAL O H N C/' REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE UBC UNIFORM BUILDING O V CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT PRIOR TO THE CRUSHED STONE APPLICATION.FABRIC USE AS REQUIRED. GALV GALVANIZE(D) CODE OF WASyj SY GC GENERAL CONTRACTOR ti y THE CONTRACTOR'S EXPENSE. U.N.O. UNLESS NOTED CJ / GRND GROUND P � 5. ALL APPLICABLE LOCATES SHALL BE PERFORMED PRIOR TO TO ANY EXCAVATION OR SITE GWB GYPSUM WALL BOARD OTHERWISE D A {, • Z 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE GRADING.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIESVERT VERTICAL k ' 0 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 GYP BD GYPSUM BOARD VIF VERIFY IN FIELD / ' /A �/ HARD'WD HARDWOOD / • STRUCTURE SHALL HAVE A SMOOTH TRANSITION. REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS HORIZ HORIZONTAL VT VINYL TILEVy WEST -70 4/ DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR HR HOUR O,, 152 7 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.CONTRACTOR SHALL HT HEIGHT W/ WITH GIS T ERF CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL,PLUMBING, PROVIDE SAFETY TRAINING FOR THE WORKING CREW. WIN WINDOW ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING CONSTRUCTION HVAC AIR CONDITIONING AND WIO WITHOUT �rIONAL �� 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. WP 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 INCH 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 INFORMATION & 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 INTERIOR 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 DETAILS TO BE USED FOR BUILDING,DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE, MAX MAXIMUM @ AT CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. FERTILIZED,SEEDED,AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION MECH MECHANICAL # NUMBER 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL LANDSCAPE WORK.. SYMBOLS LEGEND APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S 8. BEDDING MATERIAL FOR UTILITY LINES,CULVERTS AND PIPING:CLEAN SAND,MEDIUM TP RESPONSIBILITY TO PROVIDE THE PROJECT MANAGER WITH 4 COPIES OF THE PROPOSED COARSE,SUB ROUNDED NATURAL RIVER OR BANK SAND,WASHED,FREE OF SILT OR CLAY, A REVISION OVERHEAD POWER OHP-OHP-OHP-OHP-OHP- SHEET TITLE CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE LOAM,FRIABLE OR SOLUBLE MATERIALS,AND ORGANIC MATTER;GRADED IN KEY NOTE IX GENERAL NOTES CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: 1OVERHEAD FIBER OPTIC -Oro Oro Oro-Oro- NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES 116. lay SECTION REFERENCE POWER/TELCO T/P T/P T/P BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL SIEVE SIZE PERCENT PASSING e REFERENCE ELEVATION BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 100 LIQUID PROPANE GAS LPG -LPG -LPG -LPG - NO. MESH 60-90 BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK NO.8 MESH 0-45 e ELEVATION DATUM POINT NO.16 MESH 0-25 REFERENCE FIBER OPTIC FO FO-FO-FO-FO- 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS NO.100 MESH 0-2 COAX coax coAx COAX THAN 2-A OR 2-A1OBC 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 - - - 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER 16. THIS IS AN ESSENTIAL FACILITY THEREFORE SHALL STRICTLY MEET ALL APPLICABLE CODE LOCAL,CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. UNDERGROUND POWER UGP UGP UGP EASEMENT - - V AND JURISDICTIONAL REQUIREMENTS. JOINT TRENCH - - - - PROPERTY LINE 1. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE __---1-.-----.-:- ` ANY WATER COURSES(STREAMS,RIVERS,ETC.). 2. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT ARE w WITHIN THE FEMA DESIGNATED 100 YEAR FLOOD PLAIN. • EXISTING FIBER OPTIC 'ADJACENT ZONING 3. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT ARE ▪ VAULT RI-RESIDENTIAL Ailialik. DESIGNATED SHORELINE AREAS. .4. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE .•/ '/ - LEWIS COUNTY ANY WATER BODIES AND/OR KNOWN WETLANDS. ' •EXISTING POWER AND •ess 5. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE TELCO SOURCE „ TREE TO BE REMOVED UNSTABLE SLOPES AND/OR LANDSLIDE HAZARD AREAS WHERE SLOPES EXCEED 35%. DGP UGP +. PROJECT INFORMATION: 6. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE ¢ SITE: ANY SIGNIFICANT WILDLIFE HABITAT OR VEGETATION. .. /� ° 7. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE , ANY SIGNIFICANT HISTORIC,CULTURAL,OR ARCHEOLOGICAL RESOURCES. �a4 I ® C H E H A L I S RIDGE 8. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE / / ® ® • RA D I 0 SITE ANY EXISTING PEDESTRIAN AND BICYCLE FACILITIES. 9. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT HAVE k°•. c ANY EXISTING TRANSIT ROUTES AND/OR STOPS. •• S �• 1201 NORTH END AVE., . 10. SITE PLAN IS FOR INFORMATION ONLY.VERIFY ALL DIMENSIONS. ADJACENT ZONING / . ii. CONTRACTOR TO VERIFY ACCURACY OF ALL PROPERTY LINE INFORMATION CG-GENERAL COMMERCIAL ` o, C H EHALIS,WA 98532 PRIOR TO EXECUTION OF WORK. �'¢ / •• , \ •. DATE RELEASE 12. THE LOCATION OF EXISTING UTILITY FACILITIES HAS BEEN RESEARCHED AT • • / • 40 q .-14 xozD FINAL CD A MINIMUM LEVEL.THE CONTRACTOR SHALL CONTACT THE RESPECTIVE 4 \N', • lo-x7-xom UPDATED LAYOUT-PRELNINARY CD UTILITY COMPANIES TO OBTAIN INFORMATION REGARDING EXACT DEPTH •. /��PULL 6 s-16-zozl FINAL CD OF BURIAL AND HORIZONTAL LOCATION OF UTILITY LINES PRIOR TO ( BOX / . \• ., CONSTRUCTION.THE ENGINEER AND SITE DESIGNER ASSUMES NO ,• RESPONSIBILITY FOR THE DELINEATION OF SUCH UNDERGROUND UTILITIES, &c,, NEW 80' L Wy1, •• NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON PAD MOUNTED MONO' LE • THIS PLAN. ''TRANSFORMER N /,'Dz • • • •. 4/ y TREE TO BE •_ -.A REMOVED TYP. PROJECT NOTES L NEW 18'x 12'CMU SIT. ) EQUIPMENT SHELTER ,� • DRAWING INFORMATION: • 4 '< •'R N , =F 1. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY EXISTING ACCESS ,I ,�� T TALL CHAIN LINK F OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS ROAD TO SITE • GRAVEL ACCESS / SECURITY FENCE DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS ROAD SEE SHEET C-8 it tt8 - fa FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE _ 500 GALLON UNDERGROUND OWNER. NEW 56'x 40 FENCED419 + �' +' PROPANE TANK,WITH 10 PLANS PREPARED BY: COMPOUND IGNITION SOURCE SETBACK s; • R • /1 • CLIShin 909 N Beech Street,Suite D I 'S I • Portland,OR 97227 .,a 'ate ;„- / (503)387-5331 a www.cushing-engr.com „ :: .� 4. I / . 'LICENSURE: i , i TA),LOT>ow6ss o 00D I/ �'O pF WASy'1, '5' 1.43 ACRESs l J. //s9 I ZONING:R-1 RESIDENTIAL I `I� A�. Z _ _ _ ._ _ _ / I A AI— 'I � /�ck, // — — _ — — — — — — — — — — — — -- — Q� ,/ 1527 � / �I <\`rICNAL �� I I / RADIJ.Ac / RENEWAL DATE 10/31/21 \ I / / / I / / r ADJACENT ZONING I I/ RI-RESIDENTIAL II/ I // SHEET TITLE I I // OVERALL SITE / I I I / PLAN / n- -,- - - - - -�- - -\ H I SHEET NUMBER i OVERALL SITE PLAN 11X17 SCALE:1"=40' 22X34 SCALE:1"=20' 1 . PLAN NOTES t • 1. TREES NOT SHOWN FOR CLARITY . ek''•'‘ "% I. EXISTING FIBER - " • t .'•. OPTIC VAULT '` !• - AS---illiiik. ' LEWIS COUNTY UP .. f' T---IIGP T UGI •• .5• / RRAND •• •• PROJATION:: = SITE: /7 ' • ' : �' :/ 0. .� T , CHEHALIS RIDGE • • ` RADIO SITE ,• :,• 1201 NORTH END AVE., 3; • : �� • • CHEHALIS,WA 98532 / , '•. •, DATE RELEASE • /// " ` �•• " / . . , 10-27-2020 UPDATED LAYOUT-PRELIMINARY CD .. 543-2021 FINAL CD • • • • \\N 4 • • / • , DRAWING INFORMATION: _�• •• THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY / OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE t - ; j : OT OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERM SSION OF THE OWNER. / PAD MOUNTED D TO BE INSTALL 10 LP I ICE "• \ COORDIN ATE .3R f COORDINATED WITH • BRIDGE,SEE SHEET Cd PLANS PREPARED BY: 44,, LEWIS COUNTY PUD • p4 coshing •f o NEW 8U TALL DIRECT EMBED MONOPOLE,FOUNDATION BY •• oL7C 'f MANUFACTURER •• - 909 N Beech Street,Sufte D • CV--)C.. Cv,---)1 / Portland,OR 97227 Q�• .1 "• • 7 LLL... R-28' - \, (503)387-5331 •� ` + www.cushing-engr.com cF • • -• - ` ., IQ C-'�! ,+_,. % EQUIPMENT i 4i,1 y AID . COMPOUND TO BE LICENSURE: • ,C +�C7 s)S-7 ._* ,c i � ROCKED PER C•8 414 �OHNC1 • • CS`% < >� s ��C• . . i I NEW 56'x t0'FENCED �O CO OV ' +/r�A.. c., I 'A COMPOUND 4' IiyC �� R=28' 7? > \ _ FA '7 `. .. , %iie�A NEW 18'z 12'C-ID EQUIPMENT �Q 1527 IZ, ",. •�, SHELTER SEE C-10 .9 �� 20 GATE,SEE SHEET ca / o \ /pp.41' (�J,•I GIs TER-' c'\, . / . bo 1 } CONCRETE SHELTER �N A L ENTRANCE SEE SHEET ../. \ // c-B RENEWAL DATE 10/31/21 • + 4\- / PROPOSED BOLLARDS TYP . INSTALL 7 TALL CHAIN UNK .• SECURITY FENCE,SEE SHEET C-7 ." / INSTALL 500 GALLON UNDERGROUND PROPANE TANK BY FERRELL GAS OR APPROVED EQUAL,IXCAVATION f TO BE 6'WIDE,12'LONG&5'DEEP.CONTRACTOR TO " PROVIDE 3 CUYDS OF CLEAN SAND SEE C•9 _ t% • SHEET TITLE - . ,: ` ENLARGED SITE • PLAN • i SHEET NUMBER C-2 ENLARGED SITE PLAN • 111X17 SCALE:1"=#4'' 122X34 SCALE:1"=#f 1 NOTE: • FOR CONCEPTUAL PURPOSES ONLY • TREES NOT SHOWN FOR CLARITY • PROPOSED PROPANE TANKS AND ENCLOSURE NOT SHOWN FOR CLARITY di TOP OF LIGHTING ARRESTOR • 94'-0"AGL+/- Atiiiiiii" LEWIS COUNTY —04 i. iris— PROJECT INFORMATION: I O)DB222-A EXPOSED Lz (3)WHIP ANTENNAS OMNINIANTENNA, LONG VRAD CENTER @84'.0•AGL+/- SITE. MOUNTED @ 79'-0"AGL+/- PROPOSED(1)FLASHING DUAL dik TOP OF MONOPOLE _.�I�� ROTOPOELIGHT OUNTED CHEHALIS RIDGE REQUIRED F M FAA RADIO SITE c:::)4'0 MW DISHES 1201 NORTH END AVE., V'RADCENTER ISHES-0"AGL+/- CHEHALIS,WA 98532 DATE RELEASE (2)MICROWAVE DISHES MOUNT 9-14-5020 FINAL CD USING HEAVY DUTY CHAIN 10-27400 UPDATED LAYOUT-PRELIMINARY CD MOUNTS,AZIMUTHS 15°&195' 5-111-2021 FINAL CD (3)DB222-A EXPOSED Tx DRAWING INFORMATION: OMNI ANTENNA, LONG (3)WHIP ANTENNAS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY RAD CENTER(it 55'-0"AGL+/- OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE MOUNTED 50'-0"AGL+/- OWR DRAWINGMID/O ITS AFFILIATES. TTHE INFORMATION CONTAN OR INED D INE OF ITT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE )=0MINNED=R OWNER. PLANS PREPARED BY: • cus ina • 909 N Beech Street,Suite D Portland,OR 97227 (503)387-5331 W W W.cushing-engr.cUm LICENSURE: OHN c \/ Of WASyj VS, 80'ROHN DIRECT EMBED / �A MONOPOLE 17!QUIPMENTSHELTE 1527127.S-1s.s Ff �Vti . -:= sIONAL ICE BRIDGE T T-T--' a.=j-1---T E- BOLLARD TYP,SEE H I I I I I I ii I H I H J I I I ri DETAIL 60N SHEET C-8 RENEWAL DATE 10/31/21 I I �. H IIIII I LIJ 11 j ELT I II I III IIlIIII I �UNDERGROUND I IIIII IJ(III / PROPANE _ 5 ( FOUNDATION BY TOWER r- DESIGNERC SHEET TITLE MONOPOLE ELEVATION SHEET NUMBER C-3 SITE ELEVATION 11X17 SCALE:NTS 22X34 SCALE:NTS 1 • 4 .., -j • ..• • d, a. •.f, :T`: �/+,• vi . . I 1 I I I /. ,. •.r a . , .- t` ,/•s' a• .. ..1. ' f'' / / I / i i \ •N E ?�o;- ),-.. ..,•,.; , / / / -4-141A1111" / ; / ` } ' i / LEWIS COUNTY N a' • /. ` / r 1 / / l // / - / 7 ! ! PROJECT INFORMATION: r \ 1•. . ••• ;'/', ; ..:• ; . 1// I SITE: �,.�...., UGP. •• 2. • CHEHALIS RIDGE • \ \ ,\ ICI 1 / / 1 \ \ \ \\ \ \ / / ,ir • / I \ , , , RADIO SITE \ `• •••• / \ �\ _ 1201 NORTH END AVE. r•.•.;'• •. ,• f :� Q% ! / \\\ \ \` \\\` . l:..r 'l CHEHALIS, WA98532 • \\ \ ..<..r, ', 'DIY._ / ! ! i _..1 I I 1 \�\ \\ \ \ \ \ \\\ \\" .�/\r;.••,'•,f ' I DATE RELEASE \ \ ,\ I \ \ \ \ \ \ \ r ! 9-714020 FINAL CD • `\ \\ • : •f •c'.•.!,••!-.rj �, / /l' 1 I • 1 \\\\\\\\ \�I\`\\\ \\ \\ 1----- J/-J'.'i�'",••t." ./ J II 7P27-2020 UPDATED LAYOUT-PRaPNNARYm \ \ v\ ,; �, / , -- '/,1 I I I ♦1 II II I I \ \ \ \\ \ ♦\ \ \ \ \ r• •,/ /r 1 5-18.2021 FINAL CD // I 1 n• \y� ar _ 1 1 I 1 1 I I \ \ \ \ \ \ .,f• •' v\a°,. •:r. ',I � �-' � " EYISTNGI 1 II A I I I � ; I � I I \,\ 1\\ `\��\\`\ \ `\� _ - - ••��'• ''' ' • : . • •f 1 / I 1 1 ♦1 1 I 1 I I. \ \ \ \ ` \\ \-__ ,+ ' r.\� v /f / //'RIGHT OF WAY I I I I I I 1 I I \ \ \ \ \ \ ---_ r' I I . :. • .?,S �P.- / i i ,,- .- - ,. i 11 1 1 1 1 11 1 1 1 1 I I\ \\ 1 \ \ \\ \ \ / \ \ 1' ' .- -_/ •/'` /i I 1 I l ,' ,q ! \ \ O II 1 /1/ / �- -" 1\ 'l 1 1 4t11 I I I I I \ \ 11 \ I• jI \ \//q/ \ \ \ \\ 11 \ \ i/ \ \ \ \ \ \ ` \ \ \ \ -1 \ 1 ` \\\.\ \ \ \ \\ ITHIS DRAWING IS COPYRIGHTED AND K THE SOLE PROPERTY ; \ \ \ \ \ \ \ 1 I \ \ -_ _ •;•N }, •/ / ,� \ \ � \ \ \ 1.y'. 1 \ , 1 1 \ \\ \\ \\\- - '�• •a ' OF THE OWNER.IT K PROWLED SOLELY FOR USE BY THE !,/ ) -•r/ a I /'i z`,- /-• \ \ \\ \\ \ \ \ \ \\ \ �'-\' -`-( \ \ I \ \ A \ \ 1, \ \\ \\\\\ \\ \ t__-.._ - OSVNER AND ITS AFFILIATES.REPRODUCTION OR IISE OF THIS • /;;;'...'�,'• ''` '.' /' - /\ \ , \ \ \ \ \ \ I \ \ \ `, I \ ,, \ \ I, 1 \ II\\\ \\\ \\\\ \\I —/' ' " ' !" / I DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS _ 1 / ; \ \ \ \ \ \ \ \ \ ( \ \ \ \ \ \ , / FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE 'M `' ,g 1 ,• /`'J,, / \ \ Apo \ \ \ \ \ \ \ \ \ \ 1 \\ \ I 1 I I 1 •\ 1 1 \ \\ \\ \\ \\ illI\ •-"` /' OWNER. / 1 r r \ \ \ \ \ \ \ \ \ \ \ \ \ , 1 1 \ \ \ \ \\\ \ \` \ ♦\ \\ - \, ,, ` ` / PLANS PREPARED BY: �' `.1• g' / `"/- 40. \ \ \ \ \ \' \ \ ` \ \ \ \ ` \ \ \ , \ \ \ 1 I \ \ \ \ \ \\' \ \ '•,.i /% t I. FG 482.96 rr' , 1 \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ , { 1 1 \ \ 1 \ \ \\ ,\\ \\\\\\ \ \ \ " / '. . .r 1 /.:• /', ;� ! 11 / \\ \\ \\ \\ \ \\ \\ \\ \\ \ ,\ \\ \\ \\ \ \\ \, \\ \\ \ \\ \\ \ \\ \ \\I \\I '1 \,\I `\\\\\\\\\\ \ _ •• c u V h 1 n o- /... ; ,-: , :. ! /./ /- ' zi. I 7\ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ I \ \ \ \ / \ \ \ \`\ 1 `i • r / �i" i I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ ` 1 \�" 909 N Beech Street,Suite D . 4 I / /, / ,;(EG 488.11) J I , ,is \ \ \ , \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ , \ \ \ \ \ \ ♦. Portland,OR 97227 i/c 11,.. j' �', ,�, ^;�'" t.__---FG'156.1__...___a1 I \ \\ \\ \\ \ \\ 1\ \\ \\ \ \\ \\ `\ \\ \ \\ \\ \, \\ \ `\ \\ \\ \,\ \\ \ \I \ \ 1 \1 ` '\ \ \ \\ \\ \ \ I \\♦ (503)387-5331 / ., ' ip`' ',', i \ \ \ \ \ \ \ \ \ , \ 1 , \ 1 \ ` , \ \ \ \, \\ \ `\ �� WWW.cushing-engr.com ••• �, -', PRM°58{LFWW I A v v v v A `v `v v \ \ v \ v v v ' v v \ 1 v v ` v I GRADE 1 FG 4&5.38 / / r ,I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ 1\ , 1\ \ \ 1\ \ \ \\\ \\ \ \\ ,♦j / �! .{ TO DRAIN E6 '\(EG 48898) H tlwrs OF GRAdNG \ \\ \ \ \\ \\ \ \ \ \ \ \ \ \ \ 1 \ \, \ 1 \ \ \ \ \ \ ` / ' we� FG 463b1 ��'•O .. I ....1_____-- 1 \ \ \ \ \ \ , 1 \ \ \ \ \ \ \ \ 40i' N,: (EG 463.88) 467-" --/ I \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ".._ .r .',. w I \ \ \ \ \ \ \ \ \ \ \ \ \ \ LICENSURE: //r'. FG 48271 ` \,/ /�' 1 1 /\ \I \ \\ \1 \\ \ \\ \\ \\ \\ \ \\ ` \ \\ \ \\ \\ \ \ \ \ \ \ \ \ _\\\ \\ \\ \\1\\ \\ \\ \ \\ \ \♦� • • / (EG 462.71). '', } FG\.IS /�",. �.:J \' / ! \ 11 I I I I ` \, \\ \ ` ` 1\ \\ \\\\ \\\\ \ \` \\` \ \\ \ \\\ \` \\` \ \ \\ \, , 0 H N co 1 i / / I 1 \ \ \ \ \ \,Q F W S 1 : � _ � FAH W'IM"/`""" It I I .11 I I 1 1 '1 \ I 1 '\ \ \ \\\\ \\\\ \\ \\ \ \\ \ \ \ \ \ \ ` \\ \ \\ \ \ /,C f • *I::: .•... \t 11-5''t FG 484.65" ._. 464.5 .._ Wes".::"" / IF2 / /f1/ IiiI,t, ;'\ I\1 \ 111 '11111 \ \, \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\ `I0 T7 �1-'� ��/i\\ 3 LL (EG 465.12) , !/ ! l i 1 1 j 1 \ 11 \ 1 1 \ 1, \, 111 1 \ '\ ,1 I 1 \ \ \\ 1 ` \\\ \\ \\ \ \\ \ \\ \ 1 i `6 •`• G ,/ / I 1 1 1 11 l 1 \ 1 1 1 \ 1 \ 1 1 1 \ \ \ \ \ \ \ \ \ • :, v FG 464.65 - ! I 1 1 1 \ I \ 1 1 1 '\ \ 1 1 , , I 1, 1 \ \ \ `\ \ \ \ \\\ \\ \ \\ \ \ -` — • `.\t t. . ••' `, .,i a_ (EG 463.94) .' / !/ ! /IEG I83.36) / I j 'I 1 1 \ '1 l\ 11 1 \ , , 11 1 \ 1, 1 \I 1 \ 1, \ \\ \ \ `� \ \ `\\ \\ \ \\ \ Qix\ i1527 1, ! 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' / .-.._ (EG 482.`52) 464. ,—--- + ,✓ , 1 \I, 11, \I 1 111 \\ \ I\II \II '1'1 1\I 1'I\ 111 11, 1 \\\\\\\\ \\\\\\\1\\\ �`rIONAt_ �-�� • q 1 .----'.. ___ "__=v�-""� -.y/'i ;' , ', 1'11 11 \\ '1 I , , \ 11 ', '1 , \ ;1 '11 '1, '1 I 1 \, \ F\\\ 1 1 1 '1 \\ ',\`\ \ \\ , 1 \ 4 ' .:\.;,....- •.‘ 1 ... -- -_� /-- - -. ...../. ,/ / 1 I 11 1 , 1 I \`11 , 1 1 \ \ , 1 1 1 1 1 , , \ \ \ 1 ..\ ,'\•., \ ND RENEWAL DATE 1 1 ! �-" ____._ . � .....� ..--. -AG A61' r GRAVEL CAAWW• 1 , I ; 1' ', '1 \ 1, II i � \ 'I '1 � '1 \ 1 j � 'I \ I � 1 I \ � I I � \1 \\ 0�3��2 ,!�'• $..' \ %'\\ " - '- AND ALC65 ' I 1 11 1 , 1 1 1 1 1 I 1 1 I 1 ,1 , 1 II I , I 11 I 1 , 1 1 \•, •' d .•'�•.'� \ \ `� - _ / 1 1 I 1 , I I I I I I , I I 1 , I < , �__ IyW "• __. - 1 I I I I 1 1 11 I 1 1 1 1 11 1 1 1.t. \ r` \ � -"FG 483.08 FG 18225 / / / 1 I II 1 '1 I I ! 1 I I 1 I 1 �/ \ •( \t.y \ \ '. \ \ -- / / I I I 1 , , 1 I , I , I ! I I I I I I 1 1 1 „ .\i \ \ �� _ '(EG48025 _ ./ (EG487.79 / 1 1 I 1 I I I 1 I . \•,: i ., \ \ \ `. \ \ _".459'""� .- -�� ) ... ...l . /' 1 ' 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,,.\•. • A, \ .\ \ \ ,� -_ ) 1 .� ..-... r / 1 1 1 1 , , I I 11 I , I 11 I 1 I 1 1 _ /11 4 .' \`. .yi \ \ \' \ \ A58"' \ / ' .-./_.. , / / l I I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 I 1 1 I I ( �• /\: > \ \ \ \ -�-._ -- -- ,.Wes" 4.... +— 1 y. _� i , I 1 1 I I I I , , I I I , I I , I I I 1 I 1 I ' 11 s• \ • ky \ \ \ '�c' I I I 1 I I I I I 1 1 1 1 •. \ ,� \ \ \ \ \ \ \. \ \ ♦-----.. 5 N .. �, 'K7� �!�� ,1 /" --/ /�Nam sawn' ( /' ///" f /' II 1 I ' 1 I I 1 1 1 1 1 i 1 i i I 1 I 1 ill, 1 1 \ , ,, } . .r. \ ''- ---_ _- ... /. fGki° __.. -. - r 11 11 I i ; I I I I I I I 1 �I 1 1 1 `\ \ �� \ \ \1 I I I I I I I I I 1 1 1 1 , 1 1 ,. \ FC \ / / I 1 1 I I I I I ! 1 \•' \ 1 I 1 I SHEET TITLE $ ; .\ ' `� : `A�\\ \\ \ \` ,.\\ / � R]KE 82601F ...- / , . J 1 II ' I I � ' I I ' I I I I ' 1 I' I '' i I � 1 1 I 1 `;. ' { .".'X,- ` \ \\ \\�, \� '- ''L MMHG FUN _ _ ` - - __ ___ /, \ , i I , , 1 1 1 I 1 I I ; i 1 'I I ' '1 '1 ; GRADING Et .} ..: \ `\ \ \ `. `.\ \\, �'' RECTIDNTYP --\ ,\ R3481A0 ---, .-"-' ' ' I i i I 1 I 11, I it. I 1 I 1 t 11 'I ,, , \ \ \ `. \'�. �. p_ \ - ' (1 ----- - ,/ ;' 1 I , , I I I I , 1 I1 , , I I 1� 1 1 1 1 I EROSION \ `\ \\ N \\ \- ",'!♦ _ \ ( "---.-._ /' /I I I I 1 1 1 1 1 i 1 ; 1 1 1 11 1 1, 11 11 1 1 I1 1 \ 1 r15lOPE \ , / // i I i ' ! i I 1 , 1 1 I I 1 I '1 I I E ,/ ! r 1 1 1 1 1 1 j 1 1 \ 1 I I 11 , 1 1 I 1 1 1I t. 1 NOTE: \ ,, I I 1 I CONTROL PLAN / ALL DISTURBED AREAS TO BE REPLANTED MATH APPROVED GRASS MIXTURE \ \ `-, ,, / I 1 I I li , i I i , 1 , 1 I I .. i I 1 � /'-\ \.-... -- / , r/ 1 I i / r 1 I ! I I j ill i 11 1 I, i I'1 I' , SHEET NUMBER _ GRADING&EROSION CONTROL PLAN 111X17SCALE:1-=20' I 22X34 SCALE:1'=10' 3 • EROSION CONTROL NOTES: 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH LOCAL,STATE,AND FEDERAL REGULATIONS. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND ----laililerit. UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL 1. MAINTAIN THE MATURE VEGETATION A MINIMUM OF 50'FROM THE SOUTHERN PROPERTY AS FT CURRENTLY LEWIS COUNTY CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION,AND VEGETATIONILANDSCAPING EXISTS TO PROVIDE A BUFFER TO THE RESIDENTIAL PROPERTIES IN THE VICINITY. —„,. ,,,.r— IS ESTABLISHED.THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 2. ALL RECOMMENDATIONS OF THE BLACK MOUNTAIN GEOTECHNICAL REPORT,PROJECT NO.180178-GEO,MUST 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. WORK MAY NOT COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. LIMITS SHALL BE PERMITTED.THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR INCLUDING,BUT NOT UNITED TO,CIVIL PLANS,BUILDING,ETC. S I T E.• THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND 4. ALL CONDITIONS OF THE ATTACHED WASHINGTON STATE DEPARTMENT OF ECOLOGY LETTER,DATED MAY 1, CHEHALIS RIDGE GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER 2019,MUST BE MET.SEE SHEET C-4.2. APPLICABLEDOES NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED5. GRADING FILLING SITE CONDITIONS. CON IDERE D SOLID WASTE AND PERMIT AP ROVAL MAY BE REQU RED ROM YOUR LOCAL JURISDICTIONAL TERIALS MAY BE RADIO SITE DURING CONSTRUCTION PERIODS,THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED HEALTH DEPARTMENT PRIOR TO FlWNG.ALL REMOVED DEBRIS RESULTING FROM THIS PROJECT MUST BE 1201 NORTH END AVE., STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. DISPOSED OF AT AN APPROVED SITE.CONTACT THE LOCAL JURISDICTIONAL HEALTH DEPARTMENT FOR 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS PROPER MANAGEMENT OF THESE MATERIALS CHEHALIS,WA 98532 NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 6. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY CLEARING,GRADING,OR CONSTRUCTION. DATE RELEASE 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT.ALL CATCH THESE CONTROL MEASURES MUST BE EFFECTIVE TO PREVENT STORMWATER RUNOFF FROM CARRYING SOIL 9-142020 FINAL CD BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATIONS SHALL AND OTHER POLLUTANTS INTO SURFACE WATER OR STORMDRAINS THAT LEAD TO WATERS OF THE STATE. 10-27-2020 UPDATED LAYOUT-PRELIMINARY CD NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. SAND,SILT,CLAY PARTICLES,AND SOIL WILL DAMAGE AQUATIC HABITAT AND ARE CONSIDERED TO BE 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND POLLUTANTS. 5-1B-2021 FINAL CD MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE 7. ANY DISCHARGE OF SEDIMENT-LADEN RUNOFF OR OTHER POLLUTANTS TO WATERS OF THE STATE IS IN THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. VIOLATION OF CHAPTER 90.48 RCW,WATER POLLUTION CONTROL,AND WAC 173-201A,WATER QUALITY 9. STORM DRAIN INLETS,BASINS,AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON,AND IS SUBJECT TO ENFORCEMENT COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. ACTION. 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 11. IF THERE ARE EXPOSED SOILS OR SOILS 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 4)FOR REQUIREMENTS. 12. NO EXPOSED,BARE SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO DAYS DURING THE PERIOD DRAWING INFORMATION: OCTOBER 1 THROUGH APRIL 30 OR FOR MORE THAN SEVEN DAYS DURING THE PERIOD OF MAY 1 THROUGH THIS DRAWING IS COPYRIGHTED 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 THE MANAGEMENT PRACTICES". OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS 13. WHERE FEASIBLE,NO MORE THAN 500 FEET OF TRENCH SHALL BE OPEN AT ONE TIME.EXCAVATED MATERIAL STAFF RE PORT NOTES SCALE NTS 2 DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE SHALL BE PLACED ON THE UPHIL SIDE OF TRENCHES PROVIDED IT DOES NOT CONFLICT WITH SAFETY OWNER. REQUIREMENTS. PLANS PREPARED BY: 14. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. EROSION CONTROL NOTES SCALE:NTS 1 CL1Sh111 909 N Beech Street,Suite D Portland,OR 97227 (503)387-5331 www.cushing-engr.com Op0 e� LICENSURE: STEEL FENCE POSTD S,, ORTS APPROVED EQUAL. / EP°45 ��, OHN C 2'x2'x14 GA WELDED WIRE FABRIC USE STAPLES OR WIRE OR EQUAL A FILTER FABRIC MATERIAL, =G£' �r Of `A/ASy �s RINGS TO ATTACH MIRAFl 100X OR EQJAL R ' "'F T41..' �(v I,(, y FABRIC TO WIRE — 12" dl�p (.\ :et , R = 25' MIN. •7.�• �l/ i``i>;ir`ir�p�`i��ir�ir\�i`\ii`�ir�ir`\it>:\i ir`...•`..,..�o`�ir�i��\`ii`�p``�` • �i %i`�ii`ir. (TYPO �O� /157 G� 7uI (( 7I Si dila! 12* MIN. DEPTH �VJ LISTER �� I B'O.C. MAX (Ttt) I RI 4'-8" QUARRY SPALLS .��- IDNAL E IIII�� I S/8"-3/4-WASHED GRAVEL 'I,O BURY FILTER RIC IN TRENCH UNDISTURBED GROUND A GRAVE RENEWAL DATE 10 31 21 NOTES: FILTER FABRIC 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF'HE BARRIER TO AVOID USE OF JOINTS.WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH MINIMUM 6-INCH OVERLAP,AND SECURELY FASTENED O BOTH ENDS. 2. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1-INCH LONG. TIE WIRES, OR HOC RINGS.THE WIRE WILL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES A SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE Chehalis THE ORIGINAL GROUND SURFACE. City of Chehalis City of SHEET TITLE S. WHEN EXTRA-STRENGTH FILTER FABRIC A 4-FOOT MAXIMUM POST SPACING IS USED.THE WIRE MESH FENCE MAY BE ELIMINATED. IN SUCH CASES,THE STABILIZED GRADING FILTER FABRIC WILL BE STAPLED OR WIRED DIRECTLY TO THE POSTS W/ALL TEMPORARY OTHER PROVISIONS STILL APPLYING. SILT FENCE CONSTRUCTION ENTRANCE 4. SILT FENCE SHALL NOT BE MOVED BEFORE THE UPSLOPE AREA HAS BEEN EROSION CONTROL PERMANENTLY STABILIZED. _ APPROVED BY DWG.NO. APPROVED BY DWG.NO. S. SILT FENCING SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL& .T„/C q NOTES &. DETAILS ///��L R ''l , / 3-2 AT LEAST DAILY DURING PROI ONCED RAINFALL. ANY REQUIRED REPAIRS /' 3-4 QmTAd R 71/CJ'1�0 RFVISm DATE SHALL BE MADE IMMCDIATELY. 0�'>'uo REVISED DATE DRAWING NOT TO SCALE CITY ENGINEER 11/27/2002 DRAWING NOT TO SCALE CITY ENGINEER 1/02/2003 SHEET NUMBER C-4.1 NOT USED 3 EROSION CONTROL DETAILS 4 -i*Olifik. LEWIS COUNTY ...,/. ,BIS— PROJECT INFORMATION: SITE: CHEHALIS RIDGE RADIO SITE 1201 NORTH END AVE., CHEHALIS,WA 98532 DATE RELEASE 9-14-2020 FINAL CD }' llillary lloke 10-27-2020 UPDATED LAYOUT-PRELIAONARY CO • .v K May 2,2019 5-18a021 FINAL CD Page 2 COWLITZ IND:AN TRIBE STATE OF WASHINGTON INADVERTENT Z WOVE DISCOVERY LANGUAGE DEPARTMENT OF ECOLOGY Construction StormwatcrOcteral Permit PO Box 47775•Oyria"a Washington 98504.7775•(360)407-6JO0 The following construction activities require coverage under the Construction Stoemwater Olt for Washington Relay Toosce•Persons carts a speech OsadMy can cal 977-933-6341 General Permit: In the event any archaeological or historic materials are encountered during project activity,work in the Immediate area(initially allowing for a 100 buffer;this number may vary by circumstance)must stop I. Clearing,grading es storor rowalelion that cere watersulLs in the disturbance of one or more and the following actions taken: acres and discharges stornwater ki surface of the State;and May 1,2019 2. Clearing,grading andror excavation on sites smaller than one acre that are part of a 1.Implement reasonable measures to protect the discovery site,including larger common plan of development or sale,if the common plan of development or DRAWING INFORMATION: any appropriate stabilization or covering;and sale will ultimately disturb one acre or more and discharge stamwatcr to surface 2.Take reasonable steps to ensure the confidentiality of the discovery sne;and, waters of the State. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY 3.Take reasonable steps to restrict access to the site of discovery. Hillary Hoke,Planner a) This includes forest practices(including,but not limited to,class IV conversions) OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE Lewis County that are part of a construction activity that will result in the disturbance of one or OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS The project proponent will notify the concerned Tribes and all appropriate county,state,and federal Community Development more acres,and discharge to surface waters of the State:and DRAWING AND/OR THE THE INFORMATION TINN CONTAINEDOFIN IT IS agencies.including the Department of Archaeology and Historic Preservation.The agencies and Tribels) 2025 Northeast Kresk Avenueg FORBIDDEN WITHOUT WRITTEN PERMISSION THE g y 3. Any size construction activity discharging stormwater to waters of the State that OWNER. will discuss possible measures to remove or avoid cultural material,and will rears an agreement with Chehalis,WA 98531 Ecology: the project proponent regarding actions to be taken and disposition of material. a) Determines to be a significant contributor of pollutants to waters of the State of PLANS PREPARED BY: Dear Hillary Hoke: Washington. If human remains are uncovered,aporopriate law enforcement agencies shall be notified first,and the b) Reasonably expects to cause a violation of any water quality standard. above steps followed.If the remains are determined to be Native.consultation with the affected Tribes Thank you for the opportunity to comment on the determination of nomsijpnificance for the Lewis will take place in order to mitigate the final disposition of said remains. • County Communication Facility'Project(SEPA-19-0004)located at Northeast Jefferson Avenue. If there arc known soiUground water contaminants present on-site,additional information 1 See the Revised of Washington,Chapter 27.53,"Archaeological Sites and Resources,"for Chehalis as proposed by Cushing Civil Engineers for Lewis County.The Department of (including,but not limited to:temporary erosion and sediment control plans:stormwater ell S h 1 n applicable state Code and statutes.See also Washington State Executive Order OS-05,"Archaeological Ectklogy(Ecology)reviewed the environmental checklist and has the following commem(a): pollution prevention plan:fist of known contaminants with concentrations and depths found; and Cultural Resources'Additional state and federal law(sl may also apply. - a site map depicting the sample locatiori(s);and additional studiesheports regarding t'is l f.nginrcr. SOLID WASTE MANAGEMENT: Derek Rucked(360)407-6287 contaminant(s))will be required To be submitted. 909 N Beech Street,Suite D Iris stronoly encouraoed copies of inadvertent discovery tanauogdplan ore retained cn-site while project 97227 OR activity is ondenem, All grading and filling of land must utilize only clean fill.All other materials may be You may apply online or obtain an application from Ecology's website at: (Sand Portland,OR considered solid waste and permit approval may be required from your local jurisdictional httm:'www.ecy.wa.Kosrprngransv\vy slnrmwatericomlructiori,-Application.C onsltuction 331 W W W.cashing-engr.com Contact Information: health department prior to filling.All removed debris resulting from this project must be - site operators must apply for a permit at least 60 days prior to discharging stormwater from disposed of at an approved site.Contact the local jurisdictional health department for proper constriction activities and must submit it on or before the date of the fast public notice. management of these materials Nathan Reynolds Ecology's comments are based upon information provided by the lead agency.As such,they Interim Cultural Resources Manager WATER QUALITY/WATERSHED RESOURCES UNIT: may not constitute an exhaustive list of the various authorizations that must be obtained or legal Cowlitt Indian Tribe Chris Montague-Breakwell(360)407-6364 requirements that must be fulfilled in order to carry out the proposed action. LICENSURE: PO Box 2547 Longview,WA 95632 Erosion control measures must be in place prior to any clearing-grading,or construction. If you have any questions or would like to respond to these comments,please contact the ,,C)H N 360-575-6226 Office These control measures must be effective to prevent stormwater runoff from carrying soil appropriate reviewing staff listed above. C 360.577-6207 Fax �sC nrevnoldstmcuwln:.org and other pollutants into surface water or stormdrains that lead to waters of the state.Sand, \/ yy WASH s silt,clay particles,and soil will damage aquatic habitat and are considered to be pollutants. Department of Ecology S ,`� ItiC ','> Southwest Regional Office O T �` Revised 19 September 2017 Any discharge of sediment-laden runoff or other pollutants to waters of the state is in t co i violation of Chapter 90.48 RCW,Water Pollution Control,and W AC 173-201A,Water (JG:201901972) .` A�''. '//� Quality Standards for Surface Waters of the State of Washington,and is subject to �. if.A '_ ir enforcement action. cc:Chris Montague-lireakwell,W'Q A _ • Q Derek Rockett,SWM s 1527 \� [bug Carney,Lewis County(Proponent) X\ GIS T ER2 '\\� �",IONAL F-C3 RENEWAL DATE 10/31/21 SHEET TITLE GRADING a EROSION CONTROL NOTES a 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 Allitiaii" LEWIS COUNTY PROJECT INFORMATION: I i SITE: (---- CHEHALIS RIDGE I RADIO SITE WAVES -WAVES 1201 NORTH END AVE., I DATE rii CHEHALIS, WA 98532 / 9-142020 FINAL CD RELEASE 10-27-2020 UPDATED LAYOUT-PRFLONNARY CD 5-15-2021 FINAL CD MODEL NUMBER WEIGHT MODEL NUMBER WEIGHT MODEL NUMBER WEIGHT DRAWING INFORMATION: HP4-5.2 85 lbs HP3-5.2 50 lbs Db222-a 16 lbs THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY MANUFACTURER DIMENSIONS MANUFACTURER DIMENSIONS MANUFACTURER DIMENSIONS OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS RADIO WAVES 4'0 RADIO WAVES 3'0 COMMMSCOPE 255 IN DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS — — FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PLANS PREPARED BY: OANTENNADETAILS . SCALE:N.T.S. - cushing 909 N Beech Street,Suite D VALMONT HD CHAIN MOUNT WITH Portland,OR 97227 TIE-BACK ARM, #DCH8) (503)387.5331 (MODEL WWW.cushing-engr.com VALMONT DUAL STANDOFFilir-- VALMONT DUAL STANDOFF •ARM,(MODEL#DSM4) ARM,(MODEL#DSM4) k7") LICENSURE: .:1..: \Q OF WASyi.co ±' 80'TALL 300° _ BO° MONOPOLE 300° 80° Q CJ. \ k:7-> ;L'ioll<(\:-' la_i7s.l'AE-.,:c .\_;:-.::9 , 4 , 5„ ...dt `�' "',� TIE-BACK ff �V ) ./ itr •° ARM jONAL �•r�, \----4 �% �/ RENEWAL DATE 10/31/21 S // 80'TALL MONOPOLE ��II_/ I %/ 80'TALL MONOPOLE li R�n In - Y VALMONT UNIVERSAL RING 4.5"OD STANDARD PIPE q VALMONT UNIVERSAL RING N MOUNT,(MODEL#LWRM) `" MOUNT,(MODEL#LWRM) 180° L. 1 180° SHEET TITLE Allk WHIP ANTENNA,TYP 180° WHIP ANTENNA,TYP ANTENNA PLAN HP3-5.2ANTENNA Ft DETAILS 79' ELEVATION 75' ELEVATION 50' ELEVATION SHEET NUMBER ®PROPOSEDAZIMUTHDIAGRAMS C-6 - - SCALE:N.T.S. i 1 1 FENCING NOTES: POST TO BE SCHED 40 ON 1. GATE POST,CORNER,END,OR PULL POST 4"NOMINAL(4"O.D.)SCHEDULE 12. U.N.O.GATE POSTS SHALL BE EXTENDED 12 INCHES,INCLUDING DOME CAP, HINGE SIDE OF ALL GATES 40(50 KSI)PIPE,FOR GATE WIDTHS UP TO 6 FEET OR 12 FEET FOR DOUBLE TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. SWING GATE PER ASTM-F1083. 13. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE,AND AAltiliik 3 STRANDS OF BARBED SECURITY / 8'-0"-10'-0" / 14'-0" / 2. LINE POST:2-3/8"O.D.3.65 LBS/LIN FT.ASTM-F1083. FULL-WIDTH HORIZONTAL BRACE,SECURED IN PLACE BY USE OF GATE BRACE TYPICAL PANEL TYPICAL GATE TOP RAIL CLAMPS. WIRE MOUNTED ON KNEE BRACE 3. TOP RAIL AND BRACE RAIL:1-1/2"(1.9"O.D.)PIPE 2.72 LBS/LIN FT PER 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTOR LEWIS COUNTY AS SPECIFIED;BRACE TO 4�AXASTM-F1083. INSTALL BRACE AT ALL CORNER LOCATIONS AND ADJACENT TO It 11 STRETCHER BAR W/ WITH MODEL 6409,180-DEGREE ATTACHMENT OR APPROVED EQUAL. .,i. ie rs- GATES. OUTSIDE MUSHROOM BANDS 15. GATE LATCH:1-3/8"O.D.PLUNGER ROD W/MUSHROOM TYPE CATCH. �� 4. GATE FRAME:1-1/2"(1.9-IN O.D.)2.72 LBS/LIN FT.ASTM-F1083. 16. A 6"X 1/2"DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACED AT FENCE POST(TYP.);SEE CHART 5. FABRIC SHALL BE TWO-INCH CHAINLINK MESH NO.9 GAUGE(0.148")WIRE. k ^I THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. LINE POSTS. PROJECT INFORMATION: ,, �` `�- �, \ - � __ ,� BELOW FOR SIZE 17. SSTRRETCHER BARS SHALL BE 3/16"OR HAVE EQUIVALENT CROSS-SECTIONAL y •.`sue a - '`�Z:'`;-'* I% 1 FABRIC SHALL CONFORM TO ASTM A-392 CLASS 1. SITE" q • •4'❖y.. .lr_�., • -:. .. 6. TIE WIRE:MINIMUM 11Ga.GALVANIZED STEEL. PROVIDE A SINGLE WRAP OF p-.•.Z•xt,_: 4 I ,' 18. U.N.O.ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND CHAIN LINK FABRIC;TO TOUCH FABRIC,TIE AT POSTS,RAILS,AND AT TENSION WIRE BY HOG RINGS. GRADE SITE PER NOTES ON t,"'q• v: ..41k,1::::w '.y$ 1- '.1'.��...*- GROUND MAXIMUM SPACING 24"O.C. 19. ALLBAL CAPS SHALL BEBED WIRE OMALLEABRTING LE IRON,DOME OR ACORN SHAPED AS REQUIRED C H E H A L I S RIDGE q�� b S 7. TENSION WIRE:MINIMUM 7 Ga.GALVANIZED STEEL. BY PIPE SIZE. SHEETG-1 _.� 4�'tC�Z.e'e �.�iR a�''►e�^e� i _.fie a. BOTTOM RAIL AT BOTTOM OF 8. U.N.O.BARBED WIRE:DOUBLE STRAND 12 Ga.1/2"0.D.TWISTED WIRE TO RADIO SITE B" r;: j I_u`� 0 ft'" - FABRIC MATCH W/FABRIC,14 Ga.4PT.BARBS SPACED ON APPROX.5"CENTERS. 20. OTHER CLIPS AND TENSION ENSION BAND CLIPSDWARE MAY . BUT NOT BE LIMITED TO TIE CLIPS,BAND 1„r I_ ,T' hrlL:1T- -_k31 1TI - 9. U.N.O.BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. 21. U.N.O.WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED,24"DIAMETER 1201 NORTH END AVE., 10. U.N.O.BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE COIL.BARBED TAPE,STAINLESS STEEL,CYCLONE FENCE MODEL G8P TO TYPE C HEHALIS,WA 98532 TRUSS OR TENSION ROD AS REQUIRED ••-• FOOTING W/1/2"CROWN;SEE WITH SET BOLT AND LOCK WIRE IN THE ARM. III SHALL BE FURNISHED. IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY CHART BELOW FOR SIZE& 11. PROVIDE TWO 5 FOOT WIDE OUT SWINGING GATES,(UNLESS NOTED USE OF SIX(6)BARBED WIRE ARMS POSITIONED ATOP EACH LINE/CORNER DATE RELEASE DEPTH OTHERWISE). NO PERSONNEL GATES ARE REQUIRED(UNLESS AS DIRECTED 9-14-2 POST. 9-14-2020 FINAL CD FENCE&GATE NOTES: BY THE CONSTRUCTION MANAGER). GATES SHALL BE ABLE TO LOCK. 22, U.N.O.ALL CHAINLINK FENCING COMPONENTS MUST BE HOT DIPPED 10-27-2020 UPDATED LAYOUT-PRELIMINARY CD FOR SIGNAGE,SEE DETAIL 6 THIS SHEET 1. GATE FRAME-1-7/8"OD,TOP&BRACE RAIL-1-5/8"OD,SCHED 40(50 KSI)ASTM-F1083. GALVANIZED. 5-18-2021 FINAL CD 2. FABRIC:9 GA.CORE WIRE SIZE 2"MESH FABRIC;FABRIC TO TOUCH GRAVEL BASE. 23. WHEN IN USE,PRIVACY SLATS TO BE A NEUTRAL COLOR. 3. TIE WIRE:MINIMUM 11 GA.GALVANIZED STEEL. 4. BARBED WIRE:12"(3)STRAND. 5. GATE LATCH:SEE DETAIL 4 THIS SHEET;VERIFY WITH CONSTRUCTION MANAGER. GENERAL FENCE NOTES 2 SCALE:NTS 7'HIGH GATE/FENCE POST TYPE POST DIAMETER FOOTING SIZE NOTES: DRAWING INFORMATION: LINE POST 2-3/8"0 12"0x24" 1. ALL POSTS:SCHED 60ASTM-F1083 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY 12"0x36" 2. ALL FENCING TO BE ENGINEERED BY FENCING OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE CORNER POST 4"� OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS GATE POST 4"� 12"0x36" MANUFACTURER&APPROVED BY PROJ.MGR DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE TOP RAIL 2"0 OWNER. BOTTOM RAIL 2"0 PLANS PREPARED BY: 6'HIGH GATE/FENCE POST TYPE POST DIAMETER FOOTING SIZE NOTES: C U.L? LINE POST 2-3/8"0 12"0x33" 1. ALL POSTS:SCH.40(50 KSI)ASTM-F1083 CORNER POST 4"0 16"0x36" 2. ALL FENCING TO BE ENGINEERED BY a.`. .h i n p_., 4' GATE POST 4"0 16"0x36" FENCING MANUFACTURER&APPROVED 909 N Beech Portland,R Street,Suite 0 BY PROJ.MGR.FENCE MANUFACTURER IS TO VERIFY ADEQUACY OF TABULATED (Sand -5331 POST&FOOTING SIZES www.cushingng engccom TYPICAL FENCE ELEVATION SCALE:NTS 1 LICENSURE: 4' \ 2"DIA GALVENIZED STEEL PIPE �O O S L,,n 'III" O O ap,vw NI , NOT IN USE SCALE NTS 3 4 '1'c yi />• ti Tao /� 8121 •` I AI �I EXTERIOR SIDE COMPOUND SIDE fa Q /1527 , I II �� ' ;� 7.. _� 7 i 12" F CIS T ERF " i / ��-� NOTICE �`rIONAL -43 o181 4 p,�NNE3O�TIICE f` I 1'I1 III "�.,W RI'WENCYENr^,.N„rv, III °fib{8�"'S RENEWAL DATE 10/31/21 BOTTOM OF FENCE FABRI - WELDED STEEL HIGH TEST CHAR (( )) a.NaoWITH COMBINATION LOCK . AGGREGATE SURFACIN , 41.a� �.d«a. 0 0 &wion•0Moses.o"e,." b SHALL TIE INTO I4h"gogroe<Dndr paint m EXISTING GRADE AS NO • 64paim "d11eFCC &� `-^� n�",.kar.M� rd REQUIRED TO PROVIDE RFC+Pwe a 000..P,e.dI. ®r......d...a ...,..- CLEAN TRANSITION I TYPICAL COMPOUND ^'� Pyl�.s..awiOi� �q ��wmom�o On 0.10.1.4 SMOKING �_�.�... ...�...ad..,��.. SECTION } ASHEET TITLE 1"MAX. .* �... •y �• e1 ;;LNK..v ` '''` FENCE DETAILS 4 �"�t` SIGN NOTES: SIGN NOTES: SIGN NOTES: \'/ �\� %\�\ \�; 1. SIGN MATERIAL: 18GA 1. SIGN MATERIAL: 18GA 1. SIGN MATERIAL:18GA ALUMINUM �,-\,' % : / :' ALUMINUM ALUMINUM \� �j\\/�i 2. LETTERING COLOR= 2. LETTERING COLOR= 2. LETTERING COLOR= �\\\\ \%FINISH GLOWRADECONCRETE MUSHROOM GATE STOP INSTALLED BLACK/WHITE BLACK 3. BACKGROUND COLOR= BLACK 3. BACKGROUND COLOR= \''' ''' '\\��\`. ABOVE THE FINAL GRAVELED GRADE WHITE/BLUE 3. BACKGROUND COLOR= \ WHITE/RED YELLOW < -/' (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 2-0' 12" 10-0"OC MAX COAX BRIDGE SUPPORT TYPAR 3401 FABRIC DATA 6"CONC.SUB WITH 1/4"PER FOOT SLOPE AWAY FROM BUILDING BRACKET FIELD VERIFY BRACKET PUNCTURE STRENGTH 41 LBS 3000 PSI W/GRADE (BROOM FINISH) TENSILE STRENGTH 130 LBS 60#4Q 12"O C EW 2"CLR WATER FLOW RATE 60 GAL/MIN/SF TYP. 36"OC MAX GRIPSTRUT 24"1WIDTH,2" JIM- COAX BRIDGE-(1)24"WIDE APPARENT OPENING SIZE 70 US SIEVE NOTE:STRIP ALL ORGANICS LEWIS COUNTY 4111IL SAFETY GRATED WAVE GUIDE 7 " PLANK 14 GA. SHELTER 3/4"CHAMFER BRIDGE CHANNEL,OR 1h I Mr ' ON EDGES APPROVED a� 10 �F COAX SUPPORT BLOCKS AT -. o 2, O ILA WM 1� NO F 3.0 MAX O.C. 4"OF 3/4"CHIP ROCK; IN S [0 Li IU D WiJ FINISH GRADE MN SUPPORT COLUMN:4"0 O.D. PROJECT INFORMATION: III 4"OF 3/4"-MINUS IllrIET GALV.SCHED.40 POST® CRUSHED ROCK SITE. EDGE OF BUILDING 10'-0"O.C.MAX COMPACTED 95% M1 VVAM G TO GROUND RING CHEHALIS RIDGE z GROUND KITS;OR APPROVED EXOTHERMIC WELD, GEOTEXTILEo y--,)-- -,:,-,-„_.:-,--..-12.,..,.. � ;Y 1111111111FAIII q EQUIV.(EACH COAX TO BE = TYP• CROWN TO DRAIN;TYP. TYPAR-3401 RADIO SITE s rs94. �� GROUNDED INDIVIDUALLY) iii TO GROUND RING OR EQUIVALENT \; , \;-\,; \;- a � �5 ° 'i ��.h !....' :, I- L• 1201 NORTH END AVE., CONC.FOOTING; UNDISTURBED SUB CHEHALIS,WA 98532 4"OF 3/4'-CRUSHED ROCK DATE RELEASE BASE TYPICAL FOOTING MUST BE 6" 12"COMPACTED SUBBASE BELOW FROST LINE,TYP. NOTE:WEED PREVENTION: AS APPROVED BY OWNER'S PERMITS,FEDERAL,STATE ENVIRONMENTAL AND LOCAL 9-14-2020 ANAL CD EXISTING SUBGRADE FRONT ELEVATION SIDE ELEVATION REGULATIONS AND BUILDING CODE,ONCE IT IS READY FOR GRAVEL AND GEO-TEXTILE FABRIC,THE AREA SHALL 10-27.2020 UPDATED LAYOUT-PRDLLINARY CD 1/2"NEOPRENE FILLER W/BACKER ROD NOTE: GROUND COAX BRIDGE PER THE REQUIREMENTS THEN BE TREATED WITH COMMERCIAL GRADE PRE-EMERGENT AT A RATE RECOMMENDED BY THE MANUFACTURER 5-13-2021 FINAL CD FOR THE SOIL AND CLIMATE AT THE SITE. SHELTER FOUNDATION OF THE MOTOROLA R56 MANUAL CONCRETE SHELTER ENTRANCE SECTION DETAIL SCALE: 1 ICE BRIDGE DETAIL SCALE: 2 COMPOUND SECTION DETAIL SCALE: NTS NTS NTS DRAWING INFORMATION: e THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE 3"OF 3/4"MINUS CRUSHED ROCK OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS EXTERIOR SHELTER LIGHT COMPACTED TO 95% DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS PROVIDED WITH STATE ACCORDANCE WITH ASTM-D698 FORBIDDEN BIDDEN WITHOUT THE WRITTEN PERMISSION OF THE APPROVED SHELTER 12"OF 3"MINUS CRUSHED PLANS PREPARED BY: ROCK COMPACTED TO 95%IN `O ACCORDANCE WITH ASTM-D698 / STANDARD 6"0 STEEL PIPE, CONCRETE FILLED PAINT MIRAFI 500X GEOTEXTILE W/MIN(3)COATS EPDXY • y� //�� (12"OVERLAP AT SEAMS) I a inin NMig ENAMEL(YELLOW) CC 1 f° CROWN TO DRAIN U L J "a- 7. Yk a•� �. ..�^ 909 N Beech Street Suite D MODEL NUMBER WEIGHT x tl t ,�� Portland OR 97227 WPLED4T50/D1 0/WS2 28.0 lbs STRIP ORGANICS ."-\�\. . '\\;� �,. \�X\;, llt::_ (503)3OR 1 MANUFACTURER DIMENSIONS c\/"."/ ',\ "t,\:;::t\��\'\\` I III WWW.cushing•engr.com RAB LIGHTING 15"X23.2"X6.25" / .o f =1 48"X 18"0 CONCRETE 1 In II!J• I. Ilfi:i; FOOTING UNDISTURBED SUB BASE 11f I I; 111 -1-1:ic'' ... LICENSURE: • .::I, UNDISTURBED imi :III' L " } EARTH :1 . ::I OHn \QWAS ,Ls' SHELTER LIGHT SC NTS 4 GRAVEL ACCESS ROAD DETAIL SCALE: NTS 5 BOLLARD DETAIL SCALE:NTS 6 y c c," r' 90,\ 1527 C' <` GIS T Y- �� `�sIONAL � RENEWAL DATE 10/31/21 SHEET TITLE COMPOUND DETAILS SHEET NUMBER /'' C"8 NOT IN USE SCALE: 17 NOT IN USE SCALE:S 8 NOT IN USE S`NTS 9 —,__,-,--Akilitilk. SHUT OFF VALVE(UNDER HOOD) LEWIS COUNTY ' 1/4"COPPER FLEX ADAPTER(UNDER HOOD) FISHER CONTROLS PRESSURE REGULATOR PROJECT INFORMATION: TYPE R622H-JGK(UNDER HOOD) SITE. HOOD /� 38" / 3/4'POLYGASPIPE :; SHELTER WALL —I ;/'; FISHER GAUGE CONTROLS CHEHALIS RIDGE TWO CONDUCTOR STRANDED �-;: RADIO SITE ��SHIELDED 18.22 AWG ALARM CABLE j;/ GAS SHUT OFF VALVE 1201 NORTH END AVE., INSTALLED IN3/4'PVC CONDUIT ll " CHEHALIS,WA98532 PRESSURE REGULATOR 0 4' DATE RELEASE 3/4'FLEX -' �r RISER LB CONDULET .. 3/4"POLY GAS PIPE v-t+zozo FINAL w / ALARM CABLE tan-z@ PN 0 UPDATED LAYOUT-PRELNARY CD GROUND LPG -' 5-1e2021 FtNALCD 500 UNDERGROUND GAL TANK PER R-56 SEE DETAIL BELOW FOR LPG FUEL TANK II FUEL ENTRY @ SHELTER c—c c c—c—c c L 10'-0"REQUIRED LPG TANK SETBACK BUFFER GAS GAS GAS GAS Gas FROM TANK;NO IGNITION SOURCES WITHIN .„• SETBACK FIELD DETERMINE is \�' LOCATION n9 lkilli // 500 GALLON UNDERGROUND " ', c— ' I LPG FUEL TANK I- I / DRAWING INFORMATION: • ThisE. DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY FUEL PIPE / OF THE OWNER.IT IS PROWLED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THI5 II9 II ALARM CABLE \ DRAWING AND/OR THE INFORMATION CONTAINED IN TT ISVamiimKaY'1,2•2 tiGNa FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE 3/4"HARD OWNER. II I RISER BACKUP GENERATOR PLANS PREPARED BY: L = I NOTES: = _ — I LEGEND 1.THIS LPG LAYOUT 15 FOR INFORMATION (Xi SHUT-OFF VALVE ONLY AND IS PRESENTED AS A GUIDELINE, • VERIFY SITE CONDITIONS PRIOR TO �� INSTALLATION OF ALL EQUIPMENT. 1 j PRESSURE REGULATOR ROUTING INFO. 909 FOR LOCATION AND 4,."- 909 N Beech Street, Suite D Portland,OR 97227 (503)387-5331 CONFIRM CONNECTIONS PROVIDED WITH www.cushing-engr.com FUEL TANK ALL FITTINGS TO BE FORGED STEEL(300 PSI RATED) NOTE TO CODE OFFICIAL,PAD IS FOR EQUIPMENT ONLY(NO BUILDINGS) - LICENSURE: •FISHER /' GAUGECONTROLS fHNc 6. FUEL SYSTEM LAYOUT SCALE:NTS 2 ',*lviip , ti GAS SHUT OFF I TWO CONDUCTOR STRANDED -79 `— • VALVE FISHER CONTROLS SHIELDED 18-22 AWG ALARM i LID AND SHROUD ASSEMBLY V 152 7 0 TYPESURE R622 DFF REGULATOR CABLE CONDUIT FISHER IN 3/4' FISHER CONTROLS PRESSURE Ff GISTERF �� ` REGULATOR TYPE R622H-JGK `�I�N A L �-� GAS ENTRY NON VEHICULAR AREAS: RENEWAL DATE 10/31/21 ____Irt VENT DOWN O 6 � BACKFILL VNTH CLEAN S� -;F NATIVEBACKFILLAND LB CONDUL I I <;<„ $ ,o oSo COMPACT TO 90%MAX DRY I I o ' "• �' DENSITY.VEHICULAR AREAS: TWO CONDUCTOR STRANDED eg geo BACKFILL VdTH GRANULAR'A' SHIELDED ALARM CABLE 18-22 VENT DOWN °"°°°' AND COMPACT TO 95%MDD AWG INSTALLED IN 3/4'PVC CONDUIT 8"a • '°°°J( WARNING TAPE SHEET TITLE I u °g CONDUIT,TYPICAL LIQUID PROPANE BRICK SAND .."-------__ ....-) 4r i\MiSPIF 3/4'NPT PE FUEL LINE AND GAS DETAILS TRACE WIRE FIELD DETERMINE LOCATION 500 GAL.UNDERGROUND LPG FUEL TANK SECTION SHEET NUMBER FUEL ENTRY®SHELTER C-9 FUEL SYSTEM ELEVATION AND DETAILS SCALE:NTS 1 FUEL SYSTEM TRENCH SECTION SCALE:NTS 13 WALL LEGEND A1141ikilliL Ni,,I 8"CMU WALL,REF STRUCTURAL LEWIS COUNTY i/., 2X4 FURRING OVER CMU WALL WITH R-13 © ''� \,: : BATT INSULATION.5/8"TYPE X GWB IN PROJECT INFORMATION: 9EV FIRE-RATEDGENERATOR ROOM AND PLYWOOD SHEATHING NEQUIPMENT ROOM SITE: / ,ZI. / 4`--'-',.� INULATION.WI/I5/8"TYPEXGWBON CHEHALIS RIDGE i S i E r q i • GENERATOR ROOM SIDE AND FRT PLYWOOD SHEATHING ON EQUIPMENT RADIO SITE 8'CMU WALL, AC UNIT ROOM SIDE 1201 NORTH END AVE., SEE STRUCTURAL� E: IF BS CHEHALIS, WA 98532 PLYNOTWOOD CEILW/NG 5/8O"TYPE OTH X ROOM GVVB ONTO BE 3/4" DATE RELEASE D GENERATOR ROOM SIDE,FIRE-RATED v-+42020 FINAL CD PLYWOOD SHEATHING ON EQUIPMENT ROOM SIDE +0•27•2020 UPDATED LAYOUT.PRELIMINARY CD N ''1/4N-2x FURRED WALL N s•+s•xo2+ FINAL CD ATTIC VENTILATION NOTES I AREA VENTILATED=178 S.F. 44 REQ'D VENT'N=1:150=1.187 S.F.=171 S.I. RIDGE VENTS PROVIDED=18 L.F.AT 12 S.I.PER L.F.=216 S.I. ® EAVE VENTS PROVIDED=36 L.F.AT 12 S.I.PER L.F.=432 S.I. DRAWING INFORMATION: GABLE VENTS PROVIDED=(2)x 144 S.I.=288 S.I. TOTAL VENT'N PROVIDED=936 S.I. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE ROOM 101-EQUIPMENT RO�M OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS RIDGE AND EAVE VENTS TO PROVIDE MIN 12 SI VENTILATION PER LF DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE AND TO HAVE SCREENS WITH}"MAX OPENING OWNER. 0 V © PLANS PREPARED BY: IlEP ao / 2x4 NON-STRUCTURAL WALL `Y D n T DOOR SCHEDULE C U V h i n° LEAF FRAME �"" N ROOM 102-GENERATOR RO•M HEAD 909 N Beech Street,Suite D DOOR SIZE(WxH) TYPE COLOR MATERIAL MATERIAL FINISH HEIGHT REMARKS Portland,OR 97227 C - HOLLOW HOLLOW (503)387-5331 V. 001 3'-6"x6'-8" LEAF - METAL METAL 6'-8" www.cushing-engr.com -v HOLLOW HOLLOW 0 002 3'-0"x 6'-8" LEAF - METAL METAL - 6'-8" N D LICENSURE: DOOR NOTES • } \ LOCATION FOR \ 1. ALL DOORS TO RELIEVE ADA DEADBOLT AND LOCKSET )OH N C� P FUTURE GENERATOR p D I? • 2. ALL DOOR HARDWARE TO BE MOUNTED 36"ABOVE FLOOR.ALL DOORS ��!v OF WAS''41,siy `N , TO MEET ACCESSIBILITY REQUIREMENTS OF THE BUILDING CODE 2015 �P CO y/ OF WASHINGTON CHAPTER 11. r� •- l .� 2 3. ALL DOOR HANDLES,PULLS,LATCHES AND LOCKS TO BE OPERABLE % i A riff ® REF C-2 FOR FINISHED FLOOR ELEVATION WITHOUT TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST. la /527 , . 4. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE �� GISTE.C4- '�� • ,Zt— / WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. f p ` AIIONAL C- V IMET RENEWAL DATE 10/31/21 OFLOOR PLAN NTS SHEET TITLE SHELTER FLOOR PLAN 4, SHEET NUMBER C-1 0 COMMON PARTS LIST ITEM QTY NAME PART DESCRIPTIONAligiillt" 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 SIT E: 12 i 4 UNITSTRUT 1-5/8"DEEP x12"LONG CHEHALIS RIDGE i 5 3 4 / 5 TWIST LOCK DUPLEX CEILING MOUNT RADIO SITE RECEPTACLES 1201 NORTH END AVE., CHEHALIS, WA 98532 DATE RELEASE 1 D vDATE FINAL CD I 10-37-2020 UPDATED LAYOUT-PRELWINARY CD H 5.1!•2021 FINAL CD Na i‘ I CABLE RUNWAY FOR \ RF FEEDLINES CABLE RUNWAY,MODEL#11275 X12 ---------- ) . (MOUNTE` ?4 ` ILING PER MANUF CDTUR R TO E RECOMMENDATION, \ ■ •u •• •• �� ' .. 1,............... NOT SHOWN FOR CLARITY) 0 - •© ` DRAWING INFORMATION: /. .-... TH S DRAWING IS HTED ND IS E \ OFITHE OWNER.IT PRODUCEDASOLELY FOR USE BY THE y E PROPERTY . 1 %.1 L-BRACKETS FOR LOW OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS - ` VOLTAGE/DATA LINES DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS 0 n 0 � OWNER.FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE • III/// CHATSWORTH PLANS PREPARED BY: BeaD of L-BRACKET CABLE — _ p RUNWAY,MODEL# I / D 11268-001 ,,,./ �- cosh i n \ L-BRACKETS FOR DC POWER LINES 'Ns,. 909 N Beech Street,Suite D i. Portland,OR 97227 (503)387-5331 ,\ www.cushing-engr.com atVp D (CABLES NOT SHOWN FOR CLARITY) LICENSURE: • \ \ CABLE TRAY DETAIL )OHN Cil) o H p D N NTS Q'� �fAsyf�Cs/ Q hgap y I • ?Oo� , 152 R�� 12' / F`�'`TIONAL -��'~ RENEWAL DATE 10/31/21 coREFLECTED CEILING PLAN Nis SHEET TITLE SHELTER REFLECTED CEILING PLAN SHEET NUMBER C-1 1 AAAlik METAL LEWIS COUNTY ROOF , i I GABLE VENT PROJECT INFORMATION: ..............__.. HARDIE ' —. �.......---------- SIDING SITE: — CHEHALIS RIDGE _..-_......__..----.............. ...-- ---......._....._.-.-....._...- - RA D 10 SITE ...............I..__..._...____.1..... 1_.. 1..._ .�.. .I. i 1.....* 1201 NORTH END AVE., I r { N r �._. 1..... XI XmV 1w '� GENERATOR EXHAUST- SUPPLY OPENING CHEHALIS,WA 98532 ._I___ 0000 [.._. ...L...... ... J. d.._ L..____.L...., HVAC UNIT 0000•" SIZE ACCORDING TO •0000•_ I 1 I I GENERATOR =`_ —o—j DATE RELEASE OOQO, RETURN AIR 9-14x0z0 FINAL CD CABLE PORT OPENING (16)4"PORTS •••••••••- CMU W� l_—_ to-n•zozD UPDATED LAYOUT•PR3YNNARY CD 510302i FINAL CD I I I I f I L6C_J . . L. .....J__.. .I. .....I...........L._ ..L_ L_ ....L._......1..._......1...... .L............I..._ .J. GENERATOR AIR INTAKE- •-••"•"•"•-•-' �. I. 1. ...1 �. T. . .� T �. I. .. .. SIZE ACCORDING TO :;:•,:?:;: ,, �� IIIIIIIII GENERATOR 11�1 IN:`°i°'''''' 1♦�� _.._L_.........1..._ _..a__.._...1 ......L...........I......__1....._.l_..____L.._____t_._. ' .....I_......... �I•��r I. i 1 1 I ..1 I I I" .,1 1mmissmisemmimmossinn .- DRAWING INFORMATION: THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE • OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ONORTHWEST ELEVATION O SOUTHWEST ELEVATION PLANS PREPARED BY: SCALE:3B"=1'-0" SCALE:3/8'=1'-0" als�lin 909 N Beech Street,Suite D Portland,OR 97227 (503)387-5331 www.cushing-engr.com LICENSURE: GABLE 2 ,)OHN C �1 \,�pf WASyt Osy HARDIE _ SIDING �P irliti ♦ y L SECURITY I t ) r I I I 1 I L_.. .._L_ 1........L .1.... I...._ 1._. ... 1 . . t..__ HVAC UNIT ��-70 1527 ;179 LIGHT r r T 7..... 1...... ..T .�........I"I �� GISTERF w _._ _ ....I L..........L__. �._�..)__. CMU BLOCK 111101111111101111111111111111111.111111111111111 ��I�N A L �V 6'�'x 4' i ( I WALL �-�� 1 tt 1 I I RENEWAL DATE 10/31/21 METAL DOOR ....... 1...... .J...... .1...... 1 �� ]_....I......1....... �'��I 1 I......1.._.L. .-0 -1......1 _L...1._.C.....�.....J._K l . l i t �, • \� 11 I I I I I 6-8.x3'-6' 1��1•��1.1• I • \ "`> J I r I I `` I METAL DOOR .--------1EIMMMMISIMI SHEET TITLE SHELTER ELEVATIONS Q SOUTHEAST ELEVATION O NORTHEAST ELEVATION SCALE:3/8"=1'-0" 4 SCALE:WS"-1'.0" SHEET NUMBER C-12 ..a1414111146— LEWIS COUNTY �— PROJECT INFORMATION: ill .: BIRD BLOCK WITH SCREEN-PROVIDE ROOF TRUSS INTERIOR EXTERIOR SITE: PRE-MANUFACTURED il` BAFFELS TO MAINTAIN AIRFLOW-0. PLAN IWO: r ' ROOF TRUSSES I Ol.. INTERIOR EXTERIOR C H E H A L I S RIDGE PREHUNGDOORAND RADIO SITE II F/1 FRAME,SEE SCHED 1201 NORTH END AVE., CAULK SEALANT BOTH CHEHALIS, WA 98532 Iii ® 1.11111PP- 0 , ice • SIDES OF THRESHOLD FINISH FLOOR METAL THRESHOLD vOiAoD FINAL CD RELEASE Mrs EXPANSION MATERIAL 10-27-2020 UPDATED uvour-PRE PRELIMINARY CD it 8'CMU BLCCK WALL 5-18-2021 FINAL CD I II b FURRING Rililllal RETARDENT TVREATED PLYWOOD -� TREAT EXTERIOR OF ALL CMU WITH SHEATHING IN EQUIPMENT ROOM CLEAR COAT SEALER PER (TYPE X GWB IN GENERATOR CONCRETE PAD MANUFACTURER GUIDELINES BEFORE ROOM) SEE SHEET C-2N INSTALLING FURRING OR FINISHES FOUNDATION SEE eir M STRUCTURAL 17 DRAWING INFORMATION: THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY - OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS O SECTION WITH INTERNAL VIEW LOOKING NORTHEAST CI NORTHWEST WALL SECTION SECTION DOOR THRESHOLD FORBIDDEN WITHOUT THE WRITTEN PERMISSION OFTHE (1) OWNER. NTS NTS NTS PLANS PREPARED BY: AM 3/4'PLYWOOD CEILING W/5/8' STANDING SEAM METAL C t' sn 11 ® TYPE X GWB FACE LAYER, ROOF OVER PLYWOOD . MOUNTED FLUSH TO R-38 BATT INSULATION ABOVE 2.-O SHEATHING 909 N Beech Street,Suite D Portland,OR 97227 UNDERSIDE OF TRUSS,TYP EQUIPMENT RM CEILING ` (503)387-5331 • 11 II�'_IIi www.cushing-engr.com �il�l �l�l�l�l�l�l�' 1) � i, � I' LICENSURE:IP1III WATER RESISTIVE ij ' BARRIER AND �OHN C it li a EXTERIOR SIDING c ��111 �1 WASyr s� fie;: � pi,.. ► %' ' -- �� / , / , 3/4'PLYWOOD CEILING WI5/8'TYPE X •i� III. �� GWB FACE LAYER,MOUNTED FLUSH c5 1 S 27 L, �ti / �� TO UNDERSIDE OF TRUSS,TYP GIS T E-9 \t kx` \ T � III � 12 FIRE TREATED PLYWOOD �T/17A F�� ,�y �� III SHEATHING ON INSIDE OF EXTERIOR ►'l-`, \�`� II�►� WALLS,IN EQUIP.RM ONLY INSTALL IA \`\ 8'CMU WALL,PAINT LEI 5/8"TYPE X GWB IN GENERATOR RM. RENEWAL DATE 10/31/21 ` \ ��\ i EXTERIOR OF CMU WITH ER 2x FURRED WALLc ii�9 CLEAR COAT SEALER CDSECTION WITH INTERNAL VIEW LOOKING SOUTHEAST O NORTHWEST WALL SECTION NTS NTS SHEET TITLE SHELTER SECTIONS SHEET NUMBER C-13 SEE T-1 AND G-1 FOR ADDITIONAL GENERAL NOTES, GOVERNING CODES,AND PROJECT DESCRIPTION. DESIGN CRITERIA: WOOD: • -4--.41416L CONSTRUCTION LL: 20 PSF 1. ALL WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OF IBC 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 _..e. ,8,4s-- FLAT-ROOF SNOW LOAD: 25 PSF MARK OR CERTIFICATE OF INSPECTION ISSUED BY A CERTIFYING AGENCY(WWPA,WCLIB,OR SNOW EXPOSURE FACTOR: 1.0 NLGA). 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.SHELTER): 1.0 THE LATEST EDITION OF ANSI/FPI 1 NATIONAL DESIGN STANDARD FOR WIND DESIGN DATA- ULTIMATE DESIGN WIND SPEED: 115 MPH METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION. SITE• RISK CATEGORY: IV 4. PRESERVATIVE TREATED LUMBER SHALL BE USED IN APPLICATIONS WHERE REQUIRED BY IBC WIND EXPOSURE: C 2304.12.WOOD USED IN DIRECT CONTACT WITH CONCRETE,8'FROM WEATHER,OR USED TO INTERNAL PRESSURE COEFFICIENT: 0.18± FUR EXTERIOR MASONRY WALLS IS REQUIRED TO BE PRESERVATIVE TREATED.LUMBER USED CHEHALIS RIDGE 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. WIND LOAD(UPLIFT)(MWFRS): 20 PSF 5. FIRE RETARDANT TREATED(FRT)WOOD MEMBERS SHALL HAVE A CURRENT ICC-ES EVALUATION 1201 NORTH AV E., VE., EARTHQUAKE DESIGN DATA- RISK CATEGORY: IV REPORT. CHEHALIS, ENDWA 2 (PER GEO.RPT.3/5/04) SEISMIC IMPORTANCE FACTOR: 1.5 6. WOOD MATERIAL SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%. MAPPED SPECTRAL RESPONSE ACCEL- 7. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF DOC PS 1,DOC PS 2, DATE RELEASE ERATION PARAMETERS; OR ANSI/APA PRP 210 AND IBC 2303.1.5.UNLESS NOTED OTHERWISE IN DRAWINGS INSTALL v-laxozo FINAL CD - Ss 1.154 PANELS WITH LONG DIMENSION ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE tan-xoxD UPDATED LAYOUT-PRF1W NARY CD S, 0.501 SPANS.END JOINTS SHALL OCCUR OVER SUPPORTS. SITE CLASS: D 8. ALL SILL PLATES AND LEDGERS SHALL BE INSTALLED WITH MINIMUM OF THREE FASTENERS. 5.18-2021 ANAL CD 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. Sos 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 INFORMATION: RESPONSE MODIFICATION COEFFICIENT: 5.00 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS GEOTECHNICAL INFORMATION-DESIGN LOAD-BEARING VALUES OF SOIL:2,000 PSF FOR SPREAD DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FOOTINGSNGS(SEE BLACK MOUNTAIN GEO.RPT.3/19/19) FORBIDDEN WITHOUT THE WRITTEN PERMISSION OWNER. PLANS PREPARED BY: SUBMITTALS: ` • 1. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS DESIGNED BY OTHERS SHALL BE SUBMITTED TO C Ii S 1 t 11 a.,, THE CIVIL ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION.THIS INCLUDES CONCRETE s 4..... MIX DESIGNS,GROUT MIX DESIGNS,CONCRETE REINFORCEMENT,MASONRY REINFORCEMENT, REINFORCEMENT STEEL MILL CERTIFICATIONS,SLAB JOINT LAYOUT,PRE-MANUFACTURED 909 N Beech Street,Suite D WOOD JOISTS,AND MEP ANCHORAGES AND BRACING. Portland,OR 97227 (503)3U7-5331 W W W.cushing-engr.com 2. 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. LICENSURE: 3. DESIGNS THAT MODIFY THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED AND ACCEPTANCE BY THE ENGINEER OF RECORD. \O u n' n/' 4. DESIGNS SHALL CONFORM TO THE SPECIFICATION,REFERENCE STANDARDS,AND GOVERNING �O F WAS CO CODES.MINIMUM DESIGN LOADINGS ARE LISTED BELOW. _Pli, yIiLC y ROOF TRUSS DESIGN LOADS: `r,0 �)1 / ♦ ROOF DEAD LOAD=14 PSF 3 TOP CHORD=8 PSF % I, ili_ 7 BOTTOM CHORD=6PSF ROOF SNOW LOAD=25 PSF 15 2 7 /��• (� GIS T E�F'� �� ROOF LROOF IVE LOAD DEFLECTION TAL DEFLECTION ILIMI=L/360 `r'"ON AL F- ' TESTING AND INSPECTIONS: RENEWAL DATE 10/31/21 1. INSPECTIONS SHALL BE IN ACCORDANCE WITH SECTION 110 AND CHAPTER 17 OF THE IBC. 2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED 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 602/ACI 530/ASCE 5,AND TMS 402/ACI 530.1/ASCE 6 STRUCTURAL 2. QUALITY ASSURANCE PROGRAM SHALL BE IN ACCORDANCE WITH THE INSPECTION AND TESTING REQUIREMENTS OF IBC SECTION 2105,CHAPTER 17,AND TMS 602/ACI 530.1/ASCE 6. 3. MORTAR SHALL COMPLY WITH IBC 2103.2.2,2103.2.3,OR 2103.2.4 GENERAL NOTES 4. GROUT SHALL COMPLY WITH ARTICLE 2.2 OF TMS 602/ACI 530.1/ASCE 6 5. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ARTICLE 2.4 OF TMS 602/ACI 530.1/ASCE 6 6. PREPERATION,PROTECTION,AND CONSTRUCTION OF MASONRY DURING HOT OR COLD WEATHER(ABOVE 90°F AND BELOW 40'F),SHALL COMPLY WITH ACI 530.1 ARTICLE 1.8 C AND 1.8 D SHEET NUMBER S-1 GENERAL STRUCTURAL NOTES SCALE:NrS 1 FOUNDATION PLAN NOTES 4-1146116k LEWIS COUNTY 1. SEE G-1 AND S-1 FOR GENERAL NOTES,DESIGN CRITERIA,AND LEGEND —•.e.iris _ 2. VERIFY DIMENSIONS AND ADDITIONAL DETAILS WITH CIVIL DRAWINGS PROJECT INFORMATION: 3. CONSTRUCTION AND CONTROL JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS SITE. / ®® ® • 4. FOLLOW SUBGRADE AND STRUCTURAL FILL REQUIREMENTS OF THE GEOTECHNICAL REPORT C H E H A L I S RIDGE RADIO SITE 5. PROVIDE 6 MIL VAPOR BARRIER BELOW THE SLAB AT INTERIOR SPACES X '\ XX '\X KXXXXX 6. REINFORCING BARS SHALL BE DEFORMED BARS CONFROMING TO ASTM A615 1201 NORTH END AVE., ,. "DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT CH EHALIS,WA 98532 \ \ LATEST EDITION,GRADE 60 DATE Ji X 7. LAP LENGTH FOR SPLICES SHALL NOT BE LESS THAN A CLASS B SPLICE.WELDING DATE TED FINAL CD RELEASE X. 12'0 24' 'N • OF REINFORCEMENT WILL NOT BE PERMITTED an-xoxo UPDATED LAYOUT-PRD MINARY CD THICKENED 5-16-2021 FINAL CD EDGE FOUNDATION A X \ DRAWING INFORMATION: O7115S DRAWING 5 COPYRIGHTED AND IS THE SOLE PROPERTY \ 1 OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER MID ITS`:'\ 2x6 NON-LOAD S5 `\, SS AFFILIATES. USE OF DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS THIS ,�c BEARING WALL X DER WITHOUT THE WRITTEN PERMISSION OF THE \ \ FORBIDDEN ..— 1 1 -X PLANS PREPARED BY: • O cusning �.: 8"CONCRETE 909 N Beech Street,Suite D SLAB WI N5 Q 1/4 Portland,OR 97227 12"OC EACH (503)387-5331 WAY - www.cushing-engr.com 8"CMU WALL, . TYP . L _I LICENSURE: )OHN C ,`Eon AV ��,; Ys, le -70O\ /527 �/ GIs TER- .' ' �pIONAL �� RENEWAL DATE 10/31/21 SHEET TITLE FOUNDATION O FOUNDATION PLAN PLAN 3/4'•I'-0"22X34 SHEET NUMBER S-2 ROOF FRAMING PLAN NOTES --11141‘. LEWIS COUNTY 1. SEE G-1 AND S-1 FOR GENERAL NOTES,DESIGN CRITERIA,AND LEGEND _ „..,. 18/3 2. VERIFY DIMENSIONS AND ADDITIONAL DETAILS WITH CIVIL DRAWINGS PROJECT INFORMATION: 10 3. VERIFY LOCATION AND SIZE OF ALL WALL PENETRATIONS 4. TRUSSES ARE DESIGNED BY OTHERS.TRUSS MANUFACTURER TO REVIEW PLANS SITE• AND DETAILS TO ACCOUNT FOR SPECIFIC CONDITIONS.TRUSS LAYOUT SHOWN ON C H E H A L I S RIDGE THIS PLAN IS APPROXIMATE,TRUSS MANUFACTURER RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION.FOR STANDARD LOADS AND SUBMITTAL RA D I 0 SITE L-1 INFORMATION SEE G-1 AND S-1 XXXXXXX ___ <X�:-\:X • 1201 NORTH END AVE., \. CHEHALIS,WA 98532 O, �, DATE RELEASE 9-14-2020 FINAL CD ....: . ,/ \ 10-27.2020 UPDATED LAYOUT-PRELIMINARY CD UNTEL SCHEDULE S-13.2021 FINAL CD TAG REINFORCEMENT NOTES J € _ L-1' UNTEL W/(2)#4 EXTEND BARS 16'MIN BEYOND OPENING /X\ w _ w wrn Z Oa c0 Z.'4..y h ®1w. tib \ DRAWING INFORMATION: x �o� Cei " \ Z O 4, THIS DRAWING N COPYRIGHTED AND IS THE SOLE PROPERTY O? - \ ® OF THE OWNER.IT I PRODUCED SOLELY FOR OR BY THE �(. OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN TT IS U, a U >< FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE =N W Q. "� OWNER. Z Q , ~ - PLANS PREPARED BY: a EJ X • X g Si' Q� Cushing I 909 N Beech Street,Suite D __ 1 .1, I Portland,OR 97227 J I _ - (503)387-5331 I www.cushing-engr.c0m - - LICENSURE: P ,4/1, tic: 2 (2 1527 <L`r'I4GINArRE�'.�� RENEWAL DATE 10/31/21 SHEET TITLE ROOF FRAMING PLAN O ROOF FRAMING PLAN 3/4'-1'-0'22X34 SHEET NUMBER S-3 Ai-laik '111 CMU WALL ' CMU WALL ® PER PLAN TOP FAT ®®®® LEWIS COUNTY BEYOND TOP OF a q4 @ 24'OC .41.sr�6— LINTEL SLAB AND a Wl4'HOOK III—— (2) REINFORCEMENT % ��Iin BOND BM REF PLAN PROJECT INFORMATION: IF PER PLAN I IIce SITE: —_ U ill � 0 (2)#4 REBARTOP CHEHALIS RIDGE -- 1111 CMU WALL &BOTTOM AND AT RADIO SITE ell PER PLAN l 12 OC VERT 1111 B. 1201 NORTH END AVE., CMU WALL 4@24' CHEHALIS,WA 98532 BOND BM III BEYOND � #3 STIRRUP WI(2)#4 24'OC TYP 1 9DATE� � RELEASE FRIAL 11an-2020 UPDATED LAYOUT-PRELIMINARY CD LINTEL SILL 12' 5-18-2021 FINAL CD 5 CMU LINTEL AND SILL ®EXT FOOTING AT CMU WALL S5 NTs NTS DRAWING INFORMATION: STANDARD LAP STANDARD THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY SPLICE,TYP HOOK OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS �I I�®il� _I ... :- DRAWING AND/OR THE INFORMATION CONTAINED IN R IS Jh illiz. zoslIm��oot®ENN0 I FOWNEORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE _ Raill-- 11iirIII p ip i1ll1 M MATCH CORN R PLANS PREPARED BY: iI REINF.WITH 1 CONCRETE SLAB PER PLAN SAWCUT 1'x 1/8"JOINT I • I HORIZ.REINF. NI 1/3 i lWALL REBAR REBAR REF PLAN +/ 11 (` /��JPER PLAN �i `LIJ��' I. III Li F '+ 0. s. ;u"',r tr.;ors�>'; 909 N Beech Street.Suile D ��Ir:' Portland,OR 97227 1�. -- (503)387-5331 www.cushing-engr.com SUBGRADE PER GEOTECHNICAL REPORT ' LICENSURE: )OHN C CMU CORNER/INTERSECTION SLAB CONTROL JOINT \ of :44:6, cSy,_ O M A ,.r1,S 11111 NTS isCI) ti �e.\ f 1527 F GIST E9-- N- ,r,f,IONAL F-4) 2x4@16'OCNON-LOAD RENEWAL DATE 10/31/21 BEARING WALL HILTI X-C PAF AT 32'OC PRESERVATIVE TREATED SILL PLATE SHEET TITLE STRUCTURAL DETAILS • SHEET NUMBER eFOUNDATION AT NON-LOAD BEARING WALL S-4 NTS ROOF SHEATHING PER PLAN EDGE NAILAliiliakk. ROOFP TRUSS \ 2x BLKG LEWIS COUNTY EDGE NAIL PER PLAN w../.IBIS- 1/2'x 7'EMBED 2x BLOCKING AT11111h ANCHOR BOLT AT RIDGE,BEVEL TO ROOF SHEATHING 1+\ 24'OC PROJECT INFORMATION: FIT,ALTERNATE A PER PLAN ��' EACH BAY ROOF TRUSS SITE: �' // PER PLAN III 3x PLATE (1)SIMPSON H3 EA — CHEHALIS RIDGE TRUSS 1111 CMU WALL AND REBAR PER PLAN RADIO SITE BOND BM W/(2)#4 III I! 1201 NORTH END AVE., CHEHALIS,WA 98532 DATE RELEASE 9-14-2020 ANAL CD 10-27.2020 UPDATED LAYOUT-PRELIMINARY CD 5-15-2021 FINAL CD 4 ROOF RIDGE 1 TRUSS TO CMU WALL S6 NTs S6 NTs • • • EDGE NAIL ROOF SHEATHING SIMPSON A35 TYP DRAWING INFORMATION: 2x4 OUTLOOKER PER PLAN 2x BLOCKING,MATCH DEPTH THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY AT 24'OC OF TOP TRUSS TOP CHORD OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS • ®�:� DRAWING AND/OR THE INFORMATIONITCONSSIOEDF T IS 11'1 11 FORBIDDEN D/OR TT THE WRITTEN CONTAINED IN THE EDGE NAIL P I OWNER. �� 2x TOP CHORD Ii PLANS PREPARED BY: WITH LET-IN AT OUTLOOKER i� 2x4 KICKER AT '� 45°AT 48"OC TCOMMON C ti S h l rl° 7/16'SHTG N5A'LOd COOMMON W/8d 6' 16d COMMON NAILS BLOCKING I • TOENAILED AT 8'OC 'I�` ROOF TRUSS II 909 N Beech Street,Suite D I.'Y PER PLAN Portland,OR 97227 EDGE NAIL 1►F� (503)387-5331 �� ATTACH CONT.2x4 AT 48'OC W/(2)10d www.cushing-engccom ANCHOR BOLT 1/T x COMMON NAILS IF KICKER EXCEEDS 6' 7'EMBED Q24'OC ■de .1SIMPSON A34 AT EA KICKER LICENSURE: #4 a@ 24'OC CMU WALL ��I� \Q 1 WAsy��<5' 2 GABLE END AT CMU WALL w.�c ti, yam. • S6 Nrs `,� /t.. • Z SA Or ,/ 1527 c�, • ROOF TRUSS (\ GIS T E.0- \t PER PLAN �J'IOAfAL C5 • RENEWAL DATE 10/31/21 • 3. a SIMPSON DTC AT EACH TRUSS SHEET TITLE WALL PER PLAN STRUCTURAL 2x4@16 OC DETAILS II SHEET NUMBER 3 TRUSS AT INTERNAL WALL S-5 S6 Ors • CONSTRUCTION NOTES: ' a'� FP EXISTING POWER AND ". TELCO SOURCE 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH,CONDUIT,VAULTS,PADS AND ROAD N\ •`'`Y to , ,.,• \! r'�!! ,/�%, - /'i CROSSINGS. \ i,`)�//// / / - �: ; / i 2. ALL CONDUIT TO BE INSTALLED WITH 30 INCHES(MIN)COVER AT TOP OF CONDUIT \\ • •, '�� /A,d > / - /''*' • LEWIS COUNTY 4111441L. FROM FINAL GRADE. \ \ \\ ;\. . t` /-_ , : . �' \ , , \\\\ / ! .. ..,,.+_ 3. ALL CONDUCTORS TO BE INSTALLED IN GRAY,SCHEDULE 40,ELECTRICAL GRADE, \\ \ \ 41; ! / ------ .,\�" \ \-----_, ! / PVC CONDUIT WITH NYLON PULL STRINGS(MIN.500 LBS.TEST). \ \ \• / ;///L''--..... I I i\\" \ \\I . . ' //, PGE TO DETERMINE THE SIZE AND NUMBER OF CONDUITS REQUIRED. \ \\ +• '' I, -----1 1 1 1 I\\�\\'l�\I�\ ' PROJECT INFORMATION: MAINTAIN MINIMUM 12 VERTICAL AND HORIZONTAL INCHES CLEARANCE BETWEEN \ \: 4' • / 11 !-- \ \ I ' ♦ 1 1 1\\\ae \'\\ _ .' i / 1 GAS AND OTHER UTILITIES.ALL ELBOWS 4 INCH&SMALLER TO BE 36 INCH RADIUS. ~ .•\ /i- -1 \ \, ' i 1 i 1, i i 1 li i\I\\\\\ ''\ - / :' I I SITE: ALL BENDS MUST BE FACTORY MADE.ALL ELBOWS LARGER THAN 4 INCH TO BE 60 , -1 ' ' 1 1 1 I 1 ' 1 I I '\I \\\\ \'\ \ ;• ' I 1 INCH RADIUS.RIGID STEEL OR PGE APPROVED.FIBERGLASS BENDS ARE V I ' '\ t, 1 1 I \ \ \ ' '` I CHEHALIS RIDGE REQUIRED FOR RUNS OF 151 FEET OR LONGER,OR FOR ANY LENGTH RUN WITH ° /) '-- ..., SEE DETAIL 2 FOR TRENCH \\,'\'\','\\\\\'\\\\ \\\ / MORE THAN 180 DEGREES IN BENDS.PVC SCHEDULE 40 BENDS ARE ACCEPTABLE 1 q , ' \ \\" ` ' ' \\ ` ` ` \ ' \\ \ '1''\'` \\\\ \\\ �_ J i RADIO SITE FOR RUNS OF 150 FEET OR LESS.THE MAXIMUM TOTAL BENDS IN ANY CONDUIT •� / '. ., ',\ \\ 4\, \\ \ \\'\\\\\\' \\\I\'\'\I\'1\I`\'\ \\,\\\\\\ \, - i /.;,, '\ \\\, \\\\\\'\\\\ \\ \\ \ ,,',\,\1,\'\,\\,, \\ \,'4,_, / 1201 NORTH END AVE., RUN IS 270 DEGREES /`!i:�� '' 4. ALL TRANSFORMERS TO BE INSTALLED 8 FEET(MIN)FROM ANY COMBUSTIBLE 1 I / 'j ;'' \I \ \\ \\ \\ \\\\\\\\ \\ '''\'"\ 1\\\\\\\;\\\\\\\\\ \- CHEHALIS,WA 98532 41 1 NEW TRANSFORMER \I ,I \\\ \\I\ \\\ \\\\ \\\ BUILDING,WALL OR OVERHANG AND 4 FEET(MIN)FROM ANY FIRE HYDRANT. s 1,,i, \\ \I \I \\\\\ • DATE RELEASE / TO BE COORDINATED \ \\\ ,\" \\\ PGE TRANSFORMERS MUST BE WITHIN 15 FEET OF A DRIVEABLE AREA. / •",i - . /% / r \\\\\\\\ \\\ \ \\I\\\\\\ '\\\\\\"\ � ,, s-++-xctD FINAL co ALWAYS MAINTAIN 10 FEET CLEARANCE IN FRONT OF ALL TRANSFORMERS. WITH UTILITY ‘\ \\\\\\\\\ \\\I\ \\ \' \ ,1 I /; ) t I\\\ \\\ \ \\ l\\\ \\\ \\\' 1\\ \\ 10.27-3020 UPDATED LAYDUT-PRELWdNARY CD 5. TRANSFORMER PADS ARE TO BE SET SO THAT THE TOP IS 2 INCHES ABOVE FINAL / eN'///, ) , ) \ \ '\\`\\,\`\\ \I I\\ \\\\\, \,,,\ \' \\\\ \\ / NEW /' � .'/ . s-+e-zon FINAL CD • / I 200 AMP SERVICE- \\\\\\\\ GRADE.CONDUIT IS TO BE INSTALLED IN PAD AS INDICATED IN DETAIL AND TO / . n /' ♦♦ \ \\\ \\\ \ \\\\ \\\ \\\\ \\\'\\\I\ --__ o ELECTRICIAN TO \ \ \\ \\ \\ \\ �" EXTEND 1 INCH ABOVE THE PAD. • .tea;,- #10,9 COORDINATE WITH UTILITY I 1 i\i i I ' \\\ \\\'\"\�'\\\\ \\ \' 'I ` \\\ 6. STEEL BARRIER POSTS ARE REQUIRED AROUND TRANSFORMERS THAT ARE a� `1 \ EXPOSED TO VEHICLES. •,r + , I I 1 1 I \ I \ 1 '\\\\I I\',\\\\\\I I \I I\\ \\ \\ \\\\� /' --- a\/ ♦ , \ \ \ 1 , IIII ,11\ I\\\ \\\\\\\ \\\\\\\ 7. ALL SWITCH VAULTS TO BE SET AT FINAL GRADE WITH 6 INCH GRAVEL BASE AND \ ,\ o, i I 1 • 11 11 ,1\ \ I 1 1\ ,\I,\\II II\.111,1 I\\,\i\I\ \\\\\\\\\I\\\\\\\\ 1\\ CONDUITS ALIGNED TO ENTER THE VAULT END LOWER KNOCKOOUTS -. -- \\ I\\\\ \\\\ \ \ •-' (TERM-A-DUCTS). i + f \\ I , \ \ , 1 \\III \ \ \ \\\\\\\\ \\.. (SEE DETAIL ON SKETCH) � \ ♦__.._-__ . . i / 111 \ 11 II i Ii \ 'i Ii II 11 11 II II\i I, I 1 I 1 I'1 I I\\I\ \\\\\\\\\\\\\ 1 1. • INFORMATION: \ \\'\L"` --♦ 11 111 III I 1 1 1 \ _ DRAWING INFO 8. REFER TO PGE ELECTRICAL SERVICE REQUIREMENTS BOOK FOR FURTHER DETAILS < \ \ \ / j "_ / i \ 1 ' 1 1 I 1 \\\ \\\1\\\ THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY &SPECIFIC REQUIREMENTS.LINK TO WWW.PORTLANDGENERAL.COM .11 \ \ + — — \ 1 1 I I I I I i I I 1 1 I 1 OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE \ - 11111 I I I I I OF 9. DESIGN IS BASED ON STANDARD UNDERGROUND EQUIPMENT.NON-STANDARD v • I \ \ `\ \ ` \\i--.. - \�� F" / ' I 'i 11 1 i i i 1 i i i i 1 i i i I i 1 I 1\i Ii i'I\Ii i 11'1\ 111 11 11 \',\II ', ' 4 DRAWING AND/OR OWNER AND ITS FTHE INFORMATION CONTM CTION OR ONTAINED IS THIS UNDERGROUND EQUIPMENT MAY BE AN OPTION AT AN ADDITIONAL COST TO THE \ \ t' -_ \\ \ �-- _-- I I 1 1 I 1 I 1 1 1 I I 1 1' I I FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE .\ `\ ' \\ \\ \'- \`' \ ;- .._.... / I I I I I I I I I I I I I 1 1 i l l 1 1 1 1 I I I I I I I I I 11 1 I l i \\\\ !� OWNER. CUSTOMER. 1 1.• \ \ \ .".: - -- IIII I I I I I I I 1 I 1 I I 1 1 I 1 1 1 1 1 ,I' I I I I I I I I I I \ \ 1\ A •I \ \ \ \ 4 / IIIIIIII I I II ,i1 ,1 , \ 11j1 'I ` - _ I 1 I I I I 1 \ \ \ \ PLANS PREPARED BY: 1 1 1 1 1 I I I I I i t I 11 \ 1 \\ r � I) II1111 "l ', 1111111, ,11 , j1 IIIIAvvvv ' ♦' ; v v v � � � .. �� / I I I II I I 11 1 1 1 11 11 111, v v \ v v \ , \ _ .. ... --- ; I1 II II 1 , 1 I 11 , I1II1 I1 \ I \ \,- �, � , ,, _, ,` , I, I 1 I I 11 111 I I i I i \ \ I • • III II mIt i1111111I1111I I \ III \ j1 , , 1III , • j11_1 nSCALE-. MS \III\ I `, CONSTRUCTION NOTES 1 • \ , 1 1 I , I\\1\ ;; Z-- \ / i I I ,I \\ 1,\\\\\\I I ♦ 90• Por503d,OR 972227 ! 111\ 11 , Beech Suite D 1 ` -_. , \ \ 11 , I \ I 1 \\\\ www.cushing-engr.wm \\ \ I v / Ivv , VIIvv \ , , /♦. I \�` \ / I\I\.\ \I\I\I\\ ♦ LICENSURE: \ --- . • ` \. '. N. ..'. \ `. ` --1 \.', )OHN C FINISH GRADE ; \ \\ \`\ • �\iO 1. WASL,,vs� a • .I j J.111I WARNING TAPE \ N `. N C� - El P zp L1 —— — .1.::- UNEXCAVATED EARTH SITE UTILITY PLAN 14 11lxnscALE:r=4a I z2x3ascALE:r=2o I $ �'�A �f Fp a w COMPACTED FILL-(85%IN % re W 0 CI LANDSCAPED AREAS, • p a-o t: jF PAVED AREAS) c - , 1527 ., Gv • r4c. �` GIST ERF' '�. S-3 J 1 f ELECTRICAL CONDUIT(S);3' `A\ N w-. E:- E DIA MIN,SCHEDULE 40 PVC, UTILITY SERVICE WITH �� :" 11 'F OR AS SHOWN ON PLAN METER ION AL ,'�+ i- I, ':;I GROUND 120/240 VAC #3/0 AWG TELEPHONE CONDUIT;2'0 10/3W 60 Hz(BY OTHERS, MAIN #4 GND ATS #3/0 AWG 4:: 'i !I_I MIN,SCH.40 PVC,OR AS SUBJECT TO LOCAL CODES 200 200 #4 GND MTS #3/0 AWG UTILITY RENEWAL DATE 10 31 21 . ... .... :.a;, �II- �jl.;�;lll::IIL:S: =: SHOWN ON PLAN f wal 200 #4GND PPt ilk 200 1'-0•MIN CLR COMPACTED SAND A. . ] NOTES: ^ SHEET TITLE • 1. EXCAVATE TO REQUIRED DEPTH " 0 soSITE UTILITY 2. VERIFY ALL TRENCHING REQUIREMENTS PER LOCAL UTILITIES 3. CONTRACTOR TO PROVIDE(1)300 POUND NYLON PULL CORD AND #3/0 AWG PLAN CODUCTORS AS REQUIRED PER CONDUIT 120/240 VAC FM" #4 GND BY #3/0 AWG OTHERS #4 GND • 10/3W 60Hz BY OTHERS SURGE 0 #4 AWG ON SITE MOV/SAD NOTE: GENERATOR 1.PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT,ELECTRICIAN TO RECEPTACLE I I ,- SUBMIT MODELS AND SPECS OF PANELS,ATS,MTS,TVSS AND GENERATOR PLUG FOR LEWIS COUNTY PM APPROVAL. ' 2.THE CONDUCTOR SIZING IN THIS DETAIL IS A GUIDELINE AND MAY VARY SHEET NUMBER BASED UPON LENGTHS AND ROUTING IN THE FIELD,NEC CODE REQUIREMENTS TAKE PRECEDENCE OVER THESE DRAWINGS E-1 TRENCH SECTION SCALE: NTS 2 ONE-LINE DIAGRAM SCALE:NTS 14 • -311-Mibl" LEWIS COUNTY _....18,.S— BASED ON PROVIDED SOIL RESISTMTY TEST DATA DATED 3/14/2019:LEVELS AVG. PROJECT INFORMATION: 23,171 OHM-CM(a)5'• SITE. 300' CONDUCTOR,TINNED(2-T) 1 #OF TERRADYNE GROUND ROD,HORIZONTAL(TG-10L-H36-2T-36-3F-P) C H E H A L I S R I D G E x x ■ x x x 14 #OF 5/8"X 10'COPPER CLAD GROUND ELECTRODE(5001) 120�DR O SITE TH yVE., C4 f ® 24 BAGS OF TERRAFILL SOIL ENHANCEMENT(TF50)WITH 4"X 2"BED CH E HALIS, WA 98532 (P)BO D TO CLIMBING LADDER PER (P)TOWER DATE RELEASE MANUFS REQUIREMENTS TERMINAL GROUND BAR(TGB) SOIL RESISTANCE_<5 OHMS RESISTANCE TO EARTH VALUE 9.142020 FINAL co (P)BOND TO TOWER BASE-TYP �a (P)BOND FROM ANTENNPJAND p R MANUFS REQUIREMENTS $1_1r,••••—it TOWER EQUIPMENT TO T B TYP io-0.2021 UPDATED CD LAYOUT•PRELIMINARY CD S•184021 FINAL CD ` w?r PER MANUFACTURERS (P)BOND TO ICE BRIDGE �1••^'' ti o REQUIREMENTS AND MOI1OROLA SUPPORT,TYP R56 MANUAL ..y ... e 4 MASTER GROUND BAR(MGB) yti. INSIDE SHELTER,THE TWO CONDUCTORS FROM THE MGB EXTERNAL GROUND BAR(EGB) " MUST BE EXOTHERMICALLY WELDED TO THE GROUND RING WITHIN 2 FEET OR EACH OTHER \\ p 1 ,, (P)SHELTER DRAWING INFORMATION: -, '/ COUNTERPOISE THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY (P)GROUND TO �. • ' `'� GROUND RING-TYP OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE GENERATOR PER 36'FROM BUILDING OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS R56 MANUAL AND 01 I x (P)#4/0 TINNED STRANDED BARE GROUNDING SUMMARY I 1 DRAWING AND/OR THE INFORMATION CONTAINED INRIS (P)GROUND TO HVAC COPPER CONDUCTOR BURIED AT FORBIDDEN WITHOUT THE WRffTEN PERMISSION OF THE MANUFACTURERS OWNER. RECOMENDATIONS UNIT PER R-56 MANUA 30"BELOW FINISHED GRADE-AND MANUFACTURER ENCOMPASSED IN A 4"X 2"BED OF 1. ALL INSTALLATIONS ARE TO BE FIELD VERIFIED. PLANS PREPARED BY: GROUND SHELTER k RECOMENDATIONS TERRAFILL SOIL ENHANCEMENT 2. GROUND CONDUCTORS ARE TO BE BURIED AT A MINIMUM 30"BELOW GRADE OR 6'BELOW FREEZE LINE, EQUIPMENT PER R-56 k MATERIAL-TYP.(REFERENCE• MANUALAND I �' (P)SHELTER DETAIL) WHICHEVER IS GREATER. MANUFACTURERS " 3. ALL BELOW GRADE GROUNDING CONDUCTORS ARE TO BE ENCOMPASSED IN A 2"X 4"BED OF TERRAFILL 111 • L,E RECOMMENDATION _ _ �..�_._ C u S Ii 1 n er a` .7 ,(P)HALO GROUND- SOIL ENHANCEMENT MATERIAL. Q' o a (P)CHAIN LINK FENCE , ^�_ o a #2 INSULATED 4. BONDS TO FENCE POSTS ARE TO BE MADE AT 12"ABOVE GRADE WHERE APPLICABLE. l(`f, < a ' o COPPER WIRE 909 N Beech Street, 7 to D -CC; _ c 5. NO CONDUCTOR SHALL HAVE A BEND IN RADIUS OF LESS THAN 12"AND SHALL NOT EXCEED 90 Portland,OR 972271 C J /,°� ; `/�r x 36� ' — _ (503)cus 387-5331 C- >\ �/ LJ DEGREES. WWW.cushing-engr.com / r \ / \ _/ �` I1 �/ / 6. TERRADYNE ELECTROLYTIC GROUND ELECTRODES ARE NOT TO SHARE THE SAME TRENCH AS `--�©C = L, </r-J�� /� � �� \\ GROUNDING CONDUCTOR,NOR RUN IN A PARALLEL PATH TO THE CONDUCTOR. k //sy� (P)BOND TO PROPANE TANK 7. ALL GROUND SYSTEMS ARE TO BE MADE COMMON. LICENSURE: �� "1 y \ 8. ALL BONDS ARE TO BE COATED WITH ANTI-OXIDATION COMPOUND. O H N 9. WHERE STANDARD GROUND ELECTRODES ARE UNABLE TO BE DRIVEN,THE FOLLOWING ALTERNATIVES Q �� L I QF WASy j S 1) SHALL BE USED IN ORDER OF PRIORITY ti y �(� C ��aL I A. GROUND ROD SPECIAL CASE INSTALLION,PER DETAILS SHOWN ON SHEET E-2,SECTION 2 O 4P ,I y ��a/L/��. \ B. TERRADYNE ELECTROLYTIC GROUND ELECTRODE,PER DETAILS SHOWN ON SHEET E-3,SECTION 2 `ram '�,! 'a/ UL� 7 x x C. 12"X 12"X 1l8"COPPER GROUND PLATES SHALL BE INSTALLED 30"BELOW FINISHED GRADE 8 /,' /A %, 40 °[.;i\ ^( 4[ (P)BOND FROM O / ENCOMPASSED IN 5OLBS OF TERRAFILL SOIL ENHANCEMENT MATERIAL. , � �," ��/, /(/�/) GATE TO GATE / 10. ALL CONNECTIONS SHALL BE EXOTHERMICLY WELDED. 0 "I 1527 LC C J ��-- / C POST VIA FLEXIBLE °L-j (-von, C (1°L, ,; C GATE BONDING (P)BOND TO EACH FENCE POST TYP '' ', F GISTERF'� '\_ j ��/ Ai JUMPER _ GENERAL NOTES �,IONAL FV � v ) `\ r �' C J°�. x x ■ x x x LEGEND: i �r �/�! RENEWAL DATE 10/31/21 L -(` TERRADYNE TG-10L-H36-2T-36-4F-P SERIES ELECTRODE W/INSPECTION WELL SHEET TITLE A / : :::::ECTION • III SITE PLAN ® 5/8"x 10'COPPER CLAD GROUND ELECTRODE 5/8"x 10'COPPER CLAD GROUND ELECTRODE ,, III W/INSPECTION SLEEVE — — — — #2 TINNED SOLID COPPER CONDUCTOR °I11,,. SHEET NUMBER E-2 SITE GROUNDING PLAN 111X17 SCALE:1'=tr I22X34 SCALE:1"=#' 14 LEGEND 13 NOTE:ALTERNATIVE BONDING FOR CABLE Aiiiiiiiik TRAYS WHEN LEWIS COUNTY MANUFACTURER S` TERRAFILL SOIL —^'1 ie,s— BONDING NOT PRESENT ENHANCEMENT MATERIAL III—III—I —III—III—III—III— III—III— I=III—III—III—I PROJECT INFORMATION: TINNED BARE COPPER CONDUCTOR — ' _—_ _—_— I 2 SITE: \ I I�I III I =III—III I -III -II HI- �� IiII I CHEHALIS RIDGE r _ RADIO SITE IL —III—III—III—I I_II I 1201 NORTH END AVE., 1 III—III—III=I I=III=III=El I II CHEHALIS,WA 98532 I 4. / DATE RELEASE r - 9.14.2020 FINAL CD 10.27-2020 UPDATED LAYOUT-PRELIMINARY CD S-18.2021 FINAL CD NOT USED SCALE NTS I 1 CABLE TRAY BONDING CONDUCTOR SCALE:NTS 12 SOIL ENHANCEMENT DETAIL SCALE:NTS 13 /m / AI DRAWING INFORMATION: I////W' THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY ��II// OF THE OWNER.m IS PRODUCED SOLELY FOR USE BY THE I/// // OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS /// DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS ",i I///// FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE ///�,i riv AV f II OWNER. //////. KM Pitt. ///IIIIM _ �/"�'� PLANS PREPARED BY: ////III, ///.�i!/ IIIIIII//////49 I I/: • • .. Eld cusnincr ��ii ,,�, I` I� B B964 LIGHTING ROD //////�=S \ 909 N Beech Street,Suite D /////�/�� Portland,OR 97227 -Ai (503)387.5331 :._f www.cushing-engr.wm /% ' NUTS,FLATWASHERS AND LICENSURE: 111 LOCKWASHERS WITH GROUNDING CONDUCTOR IS - LIGHTING ROD , O H N /, #2 AWG ANNEALED TINNED 116 �� WqS �V COPPER,BLACK INSULATED �� PIPE CAP Of NIA S,y BONDED TO GROUND GRID \ P C� / r U KNOCK OUT FOR 13/16' `� h I7; �/ Ni / I f�� (21mm)DIA HOLE Oir Crellif I \ 4. P. 8'FLANGED PIPE la � /527 £. ' �I 4.O.D. o �f�I�IS T ER��.> ,iIiiiik 1161110 NAL o � 4� TOP OF TOWER LEG RENEWAL DATE 10/31/21 t SHEET TITLE EXTERIOR TO GROUNDING ELECTRODE GROUNDING SYSTEM DETAILS KEYNOTES: O 2/0 AWG BARE TINNED STRANDED COPPER CONDUCTOR.USE 4/0 AWG IN SUBSTATION. EXOTHERMICLY WELDED TO FENCE POST 12"ABOVE FINISHED GRADE O #2 AWG COPPER LITZ WIRE OR 3/4"COPPER BRAID O EXOTHERMIC CONNECTION IS PREFERRED,OR LUGS 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 1 ADJUSTABLE BAND �' SCOTCH'23 TAPE 141114. GROUNDING CLAMP I lli OVER VINYL TAPE ADJUSTABLE I #6 GROUND LEAD �� MN I CLAMP BAND CLAMP \ TYP. —P 1/4'20 HARDWARE PUTTY TAPE IliirAILM N �_ #6 GROUND LEAD —inimB �� COM HOLE PRESSION II�II '^� ilte_iiiiii. GROUNDING �� STRAP ASSEMBLY 6 [' TYPE SS • LEWIS COUNTY ■ Iliii_ CRIMP LUG(#6)TO TYPE GT -.,i. /ais- ,� GROUNDING GROUND BAR TYPE VV TYPE PT I CLAMP TYPE LJ 4*,e PROJECT INFORMATION: FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 FIGURE 5 FIGURE 6 \ ` NOTE NOT GC �� \ �� SITE: FEED LINE CABLE GROUNDING SCALE: NTS 2 _ =',� , CHEHALIS RIDGE / NOTE: WEATHER PROOF ALL FEED LINE CONNECTIONS AND NOTE:ALL GROUNDING 25MM SQ.CSA(#4 AWG)OR GROUNDING NONMETALLIC TYPE TYPE VB TYPE TA TYPE GY TYPE GR RADIO SITE GROUNDS PER R56 STANDARDS AND PER ATTACHED DESIGN,SPECIFICATIONS, COARSER BARE COPPER ELECTRODE PROTECTIVE 1201 NORTH END AVE., WEATHER PROOFING DRAWING AND CONSTRUCTION , CONDUCTOR OR STEEL CONDUCTOR SLEEVE �0 ,�� > CHEHALIS,WA 98532 METHODS SHALL COMPLY REINFORCING BAR ROD, `cia,, ANTENNA,(TYP.) WITH THE MOTOROLA R56 O _ NOT LESS THAN 0.5'OR0 AND ATIii1/4.H. \ G. DATE RELEASE "STANDARDS AND DIN'MALE CONNECTORS CD FOR COMMUNICATION SITES'. �,I,I /J J,JJJAl,, LEAST 20'LONG40 \• \�� tav tmo 9-11-2020 wo iEa urovr-vREuwNun co (WEATHERPROOFl GENERAL ..,�I 0 W �� 5-18-2021 FINAL CD INFORMATIONAL JJJ�J�,,,,,100 0 , P rMIN. TYPEVN TYPE NC TYPEGL TYPE vs PURPOSES ONLY i TYPICAL EXOTHERMIC CONNECTION DETAILS SCALE: NTS 3 Q MAIN CONDUCTOR,COPPER CABLE TOWER TOP AMPLIFIER O 5/8'X 10'COPPER CLAD STEEL GROUND ROD,TO FOUNDATION USE GROUND TO TOWER BE PLACED ON CENTER 10'ALONG CONDUCTOR IN DIRECT APPROPRIATE HARGER GALVANIZED GROUNDINGBAR#GBI14412G OR EQUAL DRAWING INFORMATION: O3 EXOTHERMIC TYPE'NC' CONTACT CONNECTION THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY WITH EARTH ANTENNA MOUNT GROUND OF THE OWNER.ET IS PRODUCED SOLELY FOR USE BY THE EXOTHERMIC TYPE"GT* OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS N'MALE CONNECTORS NOTE: FOR REFERENCE ONLY � DDNWOTNFORMATION CONTAINED IN IT IS FoRBIEIT U THE WRITTEN PERMISSION OF THE (WEATHERPROOF) COAX CABLE GROUNDING OWNER. LDF4-50e GROUND ROD DETAIL SCALE: NTS 4 UFER DETAIL SCALE: NTS 5 KITS PLANS PREPARED BY: APPROX.6 FT. a ,; ■ 'DIN'MALE CONNECTOR NOTES 1 D O NOTE: BENDS SHOWN ON GROUND TAILS AND GROUND CONNECTION WIRES ARE FOR DIN'FEMALE CONNECTOR ILLUSTRATION PURPOSES ONLY.AVOID EXCESSIVE BENDS.WIRES TO BE AS 1.TYP.FOR ALL GROUND WIRES FOR 1 tail- m c • LDF4 5DB1J ELECT.AND OTHER EQUIPMENT. 1 cSTRAIGHT AS POSSIBLE;INSTALL DIRECT FROM EQUIPMENT TO GROUND POINT. ,j(APPROX.3 FT. / ALL GROUNDING DESIGN,SPECIFICATIONS,AND CONSTRUCTION METHODS A • S, �I l �, GROUND TAIL,(TYP.) SHALL COMPLY WITH THE MOTOROLA R56'STANDARDS AND GUIDELINES FOR 2.THE ENTIRE LUG AND AREA TO BE . ✓i ' �" cis,I ng Fng.Ineets i'_ SPRAYED WITH CLEAR LAQUER OR M • i � .^ \ COMMUNICATION SITES'. ®_ � 909 N Beech Street.Suite D i i ‘ \ GROUND AND WEATHER COW GALVINIZING SPRAY if •CONTRACTOR TO PROVIDE STUB UP(TYP.) GREEN INSULATED Portland,OR 97227 PROOFING KITS,INSTALL COPPER WIRE TO MGB (503)387-5331 1iLIGHTENING 3.GROUND LEADS TO BE EXOTHERMIC '� www.cushing-engr.com °°l00000.aiieC'aBELOW ANTENNAS,(TYP.) A EXOTHERMIC CONNECTION ARRESTOR WELDED TO GROUND RING. ♦ AT BOTTOM OF TOWER 8 0° �' •MECHANICAL CONNECTION N'FEMALE TO EQUIPMENT ANTENNA AND } AGB MOUNTED TO J SHELTER 'N'FEMALE TO AGB(AT ANTENNAS) LICENSURE: TOWER DIRECTLY GROUND AND WEATHER EQUIPMENT. t BELOW ANTENNAS, PROOFING KITS,INSTALL 'N'MALE HARD HARGER GALVANIZED GROUNDING BAR#GB14624(OR 0 H N BY OTHERS BELOW ANTENNAS,(TYP.) CONNECTORS MOUNTED TO EQUAL)WITH HOLE PATTERN,STANDOFF INSULATORS Q J C�/ SEE'NOTE \ GROUNDED f WAS AND MOUNTING BRACKETS AS SHOWN O Hj S EQUIPMENTJUMPER GROUND UNISTRUT. ,`Ci ^ 'y/ CABLE,SEE SHEETS PASS DC UP TO GENERAL NOTES Q -•;\ THW GREEN UNISTRUT OR GREEN INSULATED COPPER WIRE TO AGB AT TOP OF O h • ROUTED WITH RF-1 AND RF-2 FOR TRAPEZE TO 15 V TO POWER ALL ANTENNAS,LINES AND RELATED TOWER :va C- / At. /0 A, GROUND AND WEATHERPROOFING DETAILS TTA INSTALLATION HARDWARE TO BE '/ ANTENNA 1 1 MGB /' f 4 KITS,LOCATED NEAR EQUIPMENT, PROVIDED BY THE LAND MOBILE / • CABLES 'N'MALE COAX CABLE GROUNDING KITS WITH =— Ck 1 I ) CONNECTORS COMMUNICATIONS PROVIDER. LONG BARREL COMPRESSION LUGS, �� f S27 (u�• GROUND TAIL, / I a I I iFSJ4-50B INSTALLED BY CONTRACTOR.• , �� GIS T ERF��'�� TIP.) �I._�� `-� I GROUNDED 1 ,pppI9APPROX.40FT. 1 O 1►�� J' �� --� 1 1 UNISTRUT OR j BOND ALL 1 a 0 ' ZONAL I T �`, t TRAPEZE 1 I / EQUIPMENT TO 1 . 11 m 0 I TGBMOUNTED I i P 5t I.' / i MGB-#2THW 1 a r M N m RENEWAL DATE 10/31/21 TO BASE OF I I Ill. ItI I i 1/ G I,/ GREEN(TYP) STRD.GREEN 1 j A A ^ A O SHEET TITLE TOWER,BY I I <<0"° GROUND FROM INSULATED WIRE TWO HOLE COMPRESSION 1 A M i► m /�J� OTHERS I I #2 THW GREEN(TYP) F 1 8 0 8 8 0 8 0li ,131111331111 ° CRIMP LUG(#2)DETAIL IS TYP. N 11 ✓ A m II I •1 1 C MGB TO OF TWO NUTS d BOLTS III m • EXTERIOR SEE•NOTE II MOUNT EGB ON 1 ,'/ ( EQUIPMENT 3l6'X 1Ir S.S FLAT •-/l.. N A � ✓ MMpI0SHELTER,BY I i Y5.'i, 4RACK WASHER(TYP.) V BUSS BAR OR FLAT SURFACE O�I „ y OTHERS MGB IN t__ %'J'\ �,~�� OF EQUIP./VIREWAY ✓ I M � r ✓ GROUNDING Liiiitiittiv_; 3B'S.S LOCKWASHER • NO-LUX ANTI-OXIDIZING I AlM STRANDED BARE SEE'NOTE SHELTER, Mul n X FR CONNECTORS �P') COMPOUND 01 M i+ = TINNED COPPER WIRE DETAILS II II - ..-- 11 TO GROUND RING- I �� OTHERS PROVIDE(2)PER MGB BOND EGB TO GROUND GRID SEE• 3/8"X 1'S.S O I -STRANDED BARE TINNED NOTE 3B'S.S.HEXNUT HEXBOLT iJ� I i COPPER(TYP ALL MGB'S) W A 'EXOTHERMIC 1 ---_ 3/6'S.S LOCKWASHER --- _ .'� - - 1 - -- WASHER (TYP) --- -- ]]] , 7____---- 3l8'S.SSTAR�? SHEET NUMBER TOWER GROUNDING RING I`�EACH LEG TO SITE RING SHELTER GROUNDING RING 1 2 LOCATIONS TO (TYP.) WAXER S.S FLAT MGB(AT BASE OF TOWER AND EQUIPMENT) SITE RING WASHER(TYP.) E-4 TYPICAL RX GROUNDING SCHEMATICS (SEE OUTSIDE AND INSIDE TRANSMISSION LINE DETAILS) SCALE:NTS 1 GROUND BAR DETAILS SCALE:NTS 6 r