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2021.0074.BP0005 Final_Construction_Drawings_TCOMM911_Yelm_Water_Tank_LDC_v13_20210217TCOMM911 YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 VICINITY MAP NOT TO SCALE GENERAL LOCATION MAP NOT TO SCALE CONSULTANT GROUP SIGN OFF CONSTRUCTION COORDINATOR DATE SIGNATURE TCOMM911 SIGN OFF DATE SIGNATURE LANDLORD'S REPRESENTATIVE PROJECT MANAGER SITE ACQUISITION COMPLIANCE DEPLOYMENT MANAGER E-911 ENGINEER INTERCONNECT OPERATIONS RF ENGINEER ZONING CONSTRUCTION MANAGER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO TCOMM911 SERVICES IS STRICTLY PROHIBITED. PROPRIETARY INFORMATION PROJECT CONTACT LIST PROPERTY OWNER: CITY OF YELM, PUBLIC WORKS 106 2ND ST SE YELM, WA 98597 CONTACT: CODY COLT PHONE: (360) 458-8412 EMAIL: codyc@yelmwa.gov RF ENGINEER MANAGER SITE ACQUISITION MANAGER INITIAL:Y N REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED POWER/TELCO COORDINATOR FINAL CONSTRUCTION APPROVAL / SIGN OFF OF FINAL CONSTRUCTION DRAWINGS PROJECT PROJECT PARCEL 4 OF SHORT SUBDIVISON NO. SS-8036, AS RECORDED NOVEMBER 26, 1991 UNDER AUDITOR'S FILE NO. 9111260271. IN THURTSTON COUNTY, WASHINGTON. LEGAL DESCRIPTION PROJECT INFORMATION ZONING CLASSIFICATION: CODE INFORMATION: I (INDUSTRIAL) BUILDING CODE:IBC 2015 CONSTRUCTION TYPE:IIB OCCUPANCY:U, S-2 JURISDICTION:CITY OF YELM PROPOSED BUILDING USE:UNMANNED TELECOM LATITUDE: SITE LOCATION (NAD83): 46° 56' 58.31" N LONGITUDE:122° 36' 05.17" W TOP OF STRUCTURE:485.10' AMSL BASE OF STRUCTURE:332.30' AMSL SEE LEASE AGREEMENT PROJECT LEASE AREA: 22719210404 PARCEL NUMBER: 7.63 ACRES AREA OF PARCEL: 465 SF NEW IMPERVIOUS AREA: 1.PARKING REQUIREMENTS ARE UNCHANGED. 2.TRAFFIC IS UNAFFECTED. 3.SIGNAGE IS UNAFFECTED. GENERAL INFORMATION: UTILITY COMPANIES 152.8' AGL 0.0' AGL (46.949531° N) (122.601436° W) FROM THURSTON 911 COMMUNICATIONS OFFICE: ·HEAD EAST ON PACIFIC AVE SE TOWARD DEHART DR SE ·TAKE RAMP LEFT FOR I-5 N ·AT EXIT 111, TAKE RAMP RIGHT FOR WA-510 EAST TOWARD MARVIN RD S / YELM ·AT ROUNDABOUT, TAKE 1ST EXIT ONTO QUINAULT DR NE ·TURN RIGHT ONTO WA-510 / MARVIN RD NE ·PASS THROUGH 4 ROUNDABOUTS, REMAINING ON WA-510 ·TURN RIGHT TO STAY ON WA-510 / YELM HWY SE ·BEAR LEFT ONTO 1ST ST N ·ROAD NAME CHANGES TO RHOTON RD SE ·TURN LEFT ONTO 1ST ST NE ·CONTINUE ONTO NW RHOTON RD ·TURN LEFT ·DESTINATION WILL BE ON THE LEFT DRIVING DIRECTIONS TBD TELEPHONE:POWER: PUGET SOUND ENERGY PHONE: (888) 225-5773 TITLE SHEET T-1.0 STRUCTURE OWNER: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. LDC TAKES NO RESPONSIBILITY FOR ADEQUACY OF TOWER MOUNTS FOR EXISTING OR PROPOSED LOADING. CONTRACTOR AND MOUNT MANUFACTURER TAKE FULL RESPONSIBILITY FOR MOUNTING PRODUCTS USED & THEIR ADEQUACY. MOUNTS SHOWN IN DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. DISCLAIMERS 2015 IBC, STANDARDS AND AMENDMENTS, WAC 51-50 2015 IMC, STANDARDS AND AMENDMENTS, WAC 51-52 2015 IFC, STANDARDS AND AMENDMENTS, WAC 51-54A 2015 UPC, STANDARDS AND AMENDMENTS, WAC 51-56, 51-57 2014 NEC, STANDARDS AND AMENDMENTS, WAC 296-46B 2015 IECC/WASHINGTON STATE ENERGY CODE, WAC 51-11C CODE COMPLIANCE PROJECT DESCRIPTION: TCOMM911 PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF (2) MICROWAVE ANTENNAS, (2) OMNI ANTENNAS, AND (1) TTA UNIT MOUNTED ON AN EXISTING 152.8' WATER TANK; ALSO AN EQUIPMENT SHELTER, 500 GAL LP TANK AND 50kW LP GENERATOR ON CONCRETE PAD.TCO M M 9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK DRAWING INDEX DWG NO.DESCRIPTION T-1.0 TITLE SHEET G-1.0 GENERAL NOTES G-1.1 GENERAL NOTES & SYMBOLS SV1 EXISTING SITE SURVEY SV2 EXISTING SITE SURVEY ER-1.0 TEMPORARY EROSION CONTROL PLAN ER-2.0 TESC NOTES AND DETAILS A-1.0 BOUNDARY PLAN A-1.1 OVERALL SITE PLAN A-1.2 SITE PLAN A-2.0 PROPOSED ENLARGED SITE PLAN A-2.1 PROPOSED ENLARGED ANTENNA PLAN A-3.0 ELEVATION A-4.0 SHELTER ELEVATIONS A-4.1 SHELTER ELEVATIONS A-4.2 SHELTER RACK ELEVATION A-5.0 CONSTRUCTION DETAILS A-5.1 CONSTRUCTION DETAILS A-5.2 CONSTRUCTION DETAILS A-6.0 SIGNAGE DETAILS S-1.0 STRUCTURAL GENERAL NOTES S-2.0 STRUCTURAL PLAN S-3.0 STRUCTURAL DETAILS S-3.1 STRUCTURAL DETAILS SG-1.0 STRUCTURAL GENERAL NOTES SG-1.1 SCHEDULE OF SPECIAL INSPECTIONS SG-2.1 STRUCTURAL PLAN SG-3.0 STRUCTURAL DETAILS SG-3.1 STRUCTURAL DETAILS M-1.0 PROPANE TANK SPECIFICATIONS M-1.1 GENERATOR SPECIFICATIONS E-1.0 ELECTRICAL SITE PLAN E-2.0 ELECTRICAL SERVICE DETAILS E-3.0 SCHEMATIC GROUNDING PLAN E-3.1 SCHEMATIC GROUNDING PLAN E-3.2 SCHEMATIC GROUNDING PLAN E-3.3 GROUNDING DETAILS E-3.4 GROUNDING DETAILS E-3.5 GROUNDING DETAILS APPLICANT: PROJECT ARCHITECT: LDC, INC. CONTACT: RICHARD B. HALL, AIA PHONE: (425) 806-1869 EMAIL: rhall@ldccorp.com LDC, INC. CONTACT: RICHARD CARDOZA PHONE: (253) 218-9017 EMAIL: rcardoza@ldccorp.com LDC, INC. CONTACT: VINCE TOWNSEND PHONE: (425) 806-1869 EMAIL: vtownsend@ldccorp.com PERMITTING MANAGER: PROJECT SURVEYOR: PROJECT MANAGER: PROJECT CONSULTANT: PYRAMID NETWORK SERVICES 6519 TOWPATH RD EAST SYRACUSE, NY 13507 MOTOROLA SOLUTIONS 3131 ELLIOTT AVE SEATTLE, WA 98121 CONTACT: SEAN GRIER PHONE: (206) 612-0266 CONSTRUCTION MANAGER: THURSTON 911 COMMUNICATIONS CONTACT: DAVID TAYLOR PHONE: (360) 704-2736 EMAIL: david.taylor@tcomm911.org PYRAMID NETWORK SERVICES CONTACT: JEFF MOCK PHONE: (480) 212-3183 EMAIL: jmock@pyramidns.com THURSTON 911 COMMUNICATIONS CONTACT: KEITH FLEWELLING 2703 PACIFIC AVE SE OLYMPIA, WA 98507 THURSTON 911 COMMUNICATIONS CITY OF YELM, PUBLIC WORKS 106 2ND ST SE YELM, WA 98597 CONTACT: CODY COLT PHONE: (360) 458-8412 EMAIL: codyc@yelmwa.gov GENERAL NOTES: GENERAL NOTES G-1.0 1. GENERAL 1.1. SUMMARY OF WORK A. THE WORK MAY CONSIST OF, BUT NOT BE LIMITED TO, THE INSTALLATION OF EQUIPMENT ANTENNAS AND LINES, GROUNDING, ELECTRICAL WORK, ETC., ASSOCIATED WITH THE MOTOROLA EQUIPMENT AS INDICATED ON DRAWINGS AND AS SPECIFIED HEREIN. CONTRACTOR SHALL SUPPLY ALL PERMANENT MATERIALS/EQUIPMENT REQUIRED AND ALL LABOR, EQUIPMENT, TOOLS, UTILITIES, MINOR HARDWARE/MATERIALS, TRANSPORTATION AND FACILITIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF SERVICES AND INSTALL WORK, WHETHER TEMPORARY OR PERMANENT. CONTRACTOR SHALL BE OBLIGATED TO PERFORM ALL THE WORK OUTLINED IN THESE DRAWINGS IN ACCORDANCE WITH THE CONTRACT AGREEMENT, FEDERAL REGULATIONS, STATE REQUIREMENTS, LOCAL CODES, COMMERCIAL/INDUSTRY STANDARDS, DETAILED SCOPE OF WORK AND THE DOCUMENTS IDENTIFIED BELOW. IN CASE OF A CONFLICT BETWEEN THE ABOVE LISTED DOCUMENTS REGARDING STANDARDS OF WORK, THE MORE STRINGENT CRITERIA SHALL APPLY. ANY ADDITIONAL COSTS OR DELAYS RESULTING FROM CORRECTION OF THE WORK TO COMPLY WITH THE ABOVE REQUIREMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.2. SITE VISIT CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE ITSELF WITH THE SCOPE OF WORK REQUIRED PER THE DRAWINGS AND ALL LOCAL CONDITIONS AND LAWS AND REGULATIONS THAT MAY IN ANY MANNER AFFECT THE PRICE, PROGRESS AND PERFORMANCE OF WORK, INCLUDING ANY COSTS ASSOCIATED WITH IT. THE CONTRACTOR ALSO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND NOTIFY THE MOTOROLA REPRESENTATIVE OF ANY DISCREPANCIES OR INTERFERENCES WHICH AFFECT THE WORK OF THIS CONTRACT. 1.3. STANDARDS AND CODES THE FOLLOWING DOCUMENTS (LATEST REVISION, IF APPLICABLE) SHALL BE CONSIDERED TO BE SPECIFICATION AND ARE INCORPORATED HEREIN BY REFERENCE. IN THE EVENT OF CONFLICT BETWEEN THE REQUIREMENTS OF THIS SPECIFICATION AND THE REQUIREMENTS OF THE REFERENCED DOCUMENTS, THE STRICTER SPECIFICATION SHALL GOVERN. WHERE PROVISIONS OF THE CODES AND STANDARDS ARE IN CONFLICT WITH THE BUILDING CODE IN FORCE FOR THIS PROJECT, THE BUILDING CODE SHALL GOVERN. A. AMERICAN CONCRETE INSTITUTE: * ACI 301 - "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". * ACI 305 "HOT WEATHER CONCRETING". * ACI 306 "COLD WEATHER CONCRETING". * ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." * ACI 614 "RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE". * ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". * ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". * ACI 613 "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR CONCRETE". B. AMERICAN NATIONAL STANDARDS INSTITUTE: * ANSI Z359 REQUIREMENTS FOR PERSONAL FALL ARREST SYSTEMS, SUBSYSTEMS AND COMPONENTS * ANSI Z87.1 OCCUPATIONAL AND EDUCATIONAL EYE AND FACE PROTECTION * ANSI Z89.1 PROTECTIVE HEADWEAR FOR INDUSTRIAL WORKERS -REQUIREMENTS * ANSI/IEEE C95.1 SAFETY LEVELS WITH RESPECT TO HUMAN EXPOSURE TO RADIO FREQUENCY ENERGY * ANSI/TLA/EIA STANDARD 222: STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION" * AISC MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION: LATEST EDITION D. AMERICAN SOCIETY FOR TESTING AND MATERIALS: * ASTM A615 - "SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT". * ASTM C94-80 - "SPECIFICATION FOR READY-MIX CONCRETE". * ASTM C39-77 - "SPECIFICATION FOR TEST FOR COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMEN". * ASTM C33 - "SPECIFICATION FOR CONCRETE AGGREGATES". * ASTM C150 - "SPECIFICATION FOR PORTLAND CEMENT". * ASTM C172 - "SAMPLING FRESH CONCRETE". * ASTM C143 - "SLUMP OF PORTLAND CEMENT CONCRETE". * ASTM D698-91 - "TEST METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT". * ASTM D1556-64 - "DENSITY OF SOIL IN PLACE BY THE SAND-CONE METHOD". * ASTM D1557 - "TEST FOR MOISTURE-UNIT WEIGHT RELATIONS OF SOILS AND SOIL-AGGREGATE MIXTURES USING 10-LB. HAMMER AND 18-IN. DROP". (PROCEDURE C) * ASTM D2487 - "STANDARD CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM)" * ASTM D2922 - "DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE BY NUCLEAR METHODS SHALLOW DEPTH". * ASTM D2940 - "STANDARD SPECIFICATION FOR GRADED AGGREGATE MATERIAL FOR BASES OR SUB-BASES FOR HIGHWAYS OR AIRPORTS" E. AMERICAN WELDING SOCIETY: * AWS D12.1 - "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION". F. CONCRETE REINFORCING STEEL INSTITUTE: * "MANUAL OF STANDARD PRACTICE" G. FEDERAL AVIATION ADMINISTRATION: * DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, AC 70/7460-1G: OBSTRUCTION MARKING AND LIGHTING. * DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, 150-5345-43, FAA/DOD SPECIFICATION L-856: HIGH INTENSITY OBSTRUCTION LIGHTING SYSTEMS. H.FEDERAL COMMUNICATIONS COMMISSION: *FEDERAL COMMUNICATIONS COMMISSION - RULES AND REGULATIONS PART 17: CONSTRUCTION, MARKING AND LIGHTING OF ANTENNA STRUCTURES. I.STRUCTURAL STEEL PAINTING COUNCIL: *SSPC-SP-1-63: SPECIFICATION FOR PAINTING STEEL STRUCTURES. J.MOTOROLA R56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SITES (LATEST REVISION). K.MOTOROLA'S CIVIL WORKS BID SPECIFICATIONS L.NATIONAL FIRE PROTECTION ASSOCIATION: *NFPA 1 - FIRE PREVENTION CODE *NFPA 70 - NATIONAL ELECTRICAL CODE *NFPA 101 - LIFE SAFETY CODE *NFPA 111 - STANDARD ON STORED ELECTRICAL ENERGY, EMERGENCY AND STANDBY POWER SYSTEMS *NFPA 780 - STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS M.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION: *OSHA 1926 *OSHA DIRECTIVES CPL 2-1.29 - INTERIM INSPECTION PROCEDURES DURING COMMUNICATION TOWER CONSTRUCTION ACTIVITIES. 1.4.NOTICE TO PROCEED WHEN THE SITE IS READY FOR INSTALLATION, MOTOROLA SHALL ISSUE A NOTICE TO PROCEED TO THE CONTRACTOR. UPON RECEIPT OF THE NOTICE OF PROCEED, THE CONTRACTOR SHALL SUBMIT TO MOTOROLA A SCHEDULE REFLECTING THE WORK PLAN. THE CONTRACTOR SHALL ADVISE THE MOTOROLA REPRESENTATIVE IMMEDIATELY OF ANY SCHEDULE CHANGES. THE CONTRACTOR SHALL ADJUST HIS WORK, AS REQUIRED, TO COORDINATE WITH THE MOTOROLA INSTALLATION TEAM IF THE SCHEDULES OVERLAP DUE TO OTHER CONSTRUCTION ACTIVITIES OCCURING SIMULTANEOUSLY ON THE SITE. THE CONTRACTOR MUST COORDINATE WITH OTHER CONTRACTORS ON THE SITE TO AVOID CONFLICT. DPW TO BE PROVIDED WITH A COPY OF THE CONTRACTOR'S SCHEDULE TO INCORPORATE INTO THE PROJECT SCHEDULE. 1.5.MOTOROLA REPRESENTATIVE MOTOROLA SHALL DESIGNATE A REPRESENTATIVE. THIS PERSON IS THE ONLY CONTACT POINT AUTHORIZED TO MAKE ANY CHANGES TO THE CONTRACT PROVISIONS OR THE PLANS AND SPECIFICATIONS. ANY CHANGES MADE BY THE CONTRACTOR ARE AT THE CONTRACTOR'S RESPONSIBILITY AND RISK. 1.6.CONTRACTORS FIELD REPRESENTATIVE CONTRACTOR SHALL ASSIGN A FIELD REPRESENTATIVE WHO IS FAMILIAR WITH THESE SPECIFICATIONS AND WILL REPRESENT THE CONTRACTOR AND HAVE THE AUTHORITY TO ACT FOR THE CONTRACTOR AND SUPERVISE ALL CONSTRUCTION ACTIVITIES. THE FIELD REPRESENTATIVE SHALL BE AVAILABLE WHEN CONSTRUCTION ACTIVITIES BEGIN. THE FIELD REPRESENTATIVE SHALL BE THE PRIMARY POINT OF CONTACT FOR MOTOROLA DURING THE CONSTRUCTION PHASE OF THE WORK. 1.7.PROJECT MEETINGS THE CONTRACTOR SHALL CONDUCT THE INITIAL (PRE-CONSTRUCTION) MEETING (INCLUDING ALL SUB-CONTRACTORS) WITH THE MOTOROLA REPRESENTATIVE WITHIN TWO WEEKS AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, THE CONTRACTOR SHALL PROVIDE PROGRESS SCHEDULE UPDATES TO MOTOROLA ON A WEEKLY BASIS. 1.8.MATERIALS CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS INCLUDING: ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO MOTOROLA'S ACCEPTANCE. MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KINDS (AS DEFINED BY INDUSTRY STANDARDS), FREE OF DEFECTS AND ALL MATERIALS SHALL BE NEW AND UNUSED IN ALL CASES, UNLESS OTHERWISE SPECIFIED. WHERE THE NAME OF A CONCERN OR MANUFACTURER IS MENTIONED ON DRAWINGS OR IN SPECIFICATIONS IN REFERENCE TO A REQUIRED SERVICE OR PRODUCT, AND NO QUALIFICATIONS OR SPECIFICATION OF SUCH IS INCLUDED, THEN THE MATERIAL SPECIFICATIONS, DETAILS OF MANUFACTURE, FINISH, ETC., SHALL BE IN ACCORDANCE WITH MANUFACTURER'S STANDARD PRACTICE, DIRECTION OR SPECIFICATIONS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S / VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 1.9.VERIFICATION OF EXISTING CONDITIONS BEFORE STARTING ANY OPERATION, THE CONTRACTOR SHALL EXAMINE EXISTING WORK, OR WORK PERFORMED BY OTHERS, TO WHICH ITS WORK IS TO ADJOIN OR BE APPLIED, AND SHALL REPORT TO MOTOROLA PROJECT MANAGER ANY CONDITIONS THAT WILL PREVENT SATISFACTORY ACCOMPLISHMENT OF HIS WORK. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY DATA AS INDICATED IN THE PLANS AND SPECIFICATIONS AND/OR AS PROVIDED BY MOTOROLA. SHOULD THE CONTRACTOR DISCOVER ANY INACCURACIES, ERRORS, OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE MOTOROLA REPRESENTATIVE IN ORDER THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED. FAILURE TO NOTIFY THE MOTOROLA REPRESENTATIVE OF DEFICIENCIES, ERRORS OR FAULTS PRIOR TO COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE THEREOF AND WAIVER OF ANY CLAIMS OF UNSUITABILITY, ERRORS, OMISSIONS OR INACCURACIES. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PRESERVING ALL ESTABLISHED SURVEY CONTROL POINTS. IF THE CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS MOVE OR DESTROY ANY SURVEY CONTROL POINTS, THE COST INCURRED BY THE LAND OWNER OR MOTOROLA TO RE-ESTABLISH THEM WILL BE BORNE BY THE CONTRACTOR. 2.0. NATIONAL, STATE, AND LOCAL CONSTRUCTION CODES CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE MATERIALS AND EQUIPMENT AS APPLICABLE IN ACCORDANCE WITH THE LATEST REFERENCED CODES AND STANDARDS OF THE FOLLOWING ORGANIZATIONS: A.AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) B.NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) C.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) D.UNDERWRITERS LABORATORIES (UL) OR OTHER LISTING ORGANIZATION E.OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) 2.1.ELECTRICAL SYSTEM DESIGN AND INSTALLATION A.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) #70, #1221, #250, AND #800, MOST RECENT EDITION AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION (AHJ) AS OF THE DATE OF THE CONTRACT. B.INTERNATIONAL BUILDING CODE (IBC), MOST RECENT EDITION AS ADOPTED AND AMENDED BY THE AHJ AS OF THE DATE OF THE CONTRACT. C.NATIONAL ELECTRICAL CODE (NEC) 708, MOST RECENT EDITION AS ADOPTED AND AMENDED BY THE AHJ AS OF THE DATE OF THE CONTRACT. 1.ALL EXTERIOR GROUND CONDUCTORS INCLUDING GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE INCLUSIVE ANGLE OF ANY BEND SHALL NOT EXCEED 90°. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 2.ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL-TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE-TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED SUCH AS HOLUB LECTROSOL #15-501. 3.WHERE MECHANICAL CONNECTORS (TWO-HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF A CONDUCTIVE ANTI-OXIDE COMPOUND ON ALL CONNECTORS. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO. 4.THE CONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE UTILITY COMPANY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM CAN BE PERFORMED. THE CONTRACTOR SHALL PROVIDE NOTICE TO THE MOTOROLA REPRESENTATIVE (TWO) DAYS PRIOR TO FINAL TESTING. IF THE CONTRACTOR FAILS TO MAKE UTILITY COMPANY REPRESENTATIVE AVAILABLE DURING THE FINAL TESTING, THE CONTRACTOR SHALL PAY THE COST FOR AN INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE TEST. GROUNDING CONSULTANT SHALL BE SELECTED BY THE MOTOROLA REPRESENTATIVE. IF THE UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO FAULT THE CONTRACTOR, NO PENALTY APPLY. 5.A RESISTANCE TO GROUND OF (10) OHMS OR LESS IS REQUIRED FOR ALL MOTOROLA SITES. THE CONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HIS OWN EXPENSE. IN ADDITION, A THIRD PARTY SHOULD BE HIRED TO OBTAIN MEGGER AND SWEEP RESULTS ON ALL SITES INCLUSIVE OF WHAT RESULTS THE CONTRACTOR SUBMITS, TO INSURE PROPER QUALITY CONTROL ON ALL SITES. SCHEDULE FINAL MEGGER TEST SUCH THAT THE MOTOROLA REPRESENTATIVE CAN BE PRESENT FOR FIELD VERIFICATION. REFER TO THE MOTOROLA MASTER SPECIFICATION FOR MEGGER TESTING PROCEDURES. IF THE FINAL GROUNDING RESISTANCE MEASUREMENT EXCEEDS 10 (TEN) OHMS, THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE. 6.ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 7.THE GROUND CONDUCTORS SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND VOLTAGE DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM, WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. 8.PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. 9.CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE LISTED AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR THE PURPOSE. 10.ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL BE A MINIMUM DEPTH OF 30" (OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER). GENERAL GROUNDING NOTES:Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK A/C AIR CONDITIONING AGL ABOVE FINISH GRADE APPROX APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CEILING CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA DIAMETER DIAG DIAGONAL DN DOWN DET DETAIL DWG DRAWING EA EACH ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FIN FINISH FLUOR FLUORESCENT FLR FLOOR FT FOOT GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD HORZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR LBS POUNDS MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURE MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OSSC OREGON STRUCTURAL SPECIALTY CODE PLYWD PLYWOOD PROJ PROJECT PROP PROPERTY PT PRESSURE TREATED REQ REQUIRED RM ROOM RO ROUGH OPENING SBC SEATTLE BUILDING CODE SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STUD SUSP SUSPENDED THRU THROUGH TNNG TINNED TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WP WATER PROOF UNDERGROUND UTILITYUG ANTENNA COAXIAL CABLE CENTERLINELC EXISTING SHEET NUMBER DETAIL NUMBER (E) (P)NEW PROPANE UGT UNDERGROUND TELECO P COAX SYMBOLS AND ABBREVIATIONS: OHT OVERHEAD TELECO UGP UNDERGROUND POWER OHP OVERHEAD POWER GENERAL NOTES: GENERAL NOTES & SYMBOLS G-1.1 1.10. PERMITS THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE CONTRACTOR SHALL MEET ALL OF THE REGULATORY REQUIREMENTS OF THE JURISDICTION GOVERNING CONSTRUCTION. A. LDC TO OBTAIN SEPARATE PERMITS FROM COUNTY FIRE AND EMERGENCY SERVICES. 1. FIRE PERMIT a. FUEL TANKS, GENERATOR AND PIPING b. BATTERIES 2. FIRE SYSTEM PERMIT a. FM200 1.11. SITE INSPECTION BY MOTOROLA THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ARRANGING WITH MOTOROLA FOR AN INSPECTION PRIOR TO COVERING UP ALL WORK THAT WILL BE COVERED IN FINISHED CONDITION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE THE SEQUENCE OF WORK AND REQUEST THE INSPECTIONS IN A TIMELY MANNER. THE CONTRACTOR SHALL NOT REQUEST AN INSPECTION UNLESS ALL OF THE RELATED WORK HAS BEEN COMPLETED. WORK SHALL NOT PROCEED TO THE NEXT STEP UNTIL THE PREVIOUS STEP HAS BEEN INSPECTED AND APPROVED BY THE LOCAL INSPECTORS AND THE MOTOROLA REPRESENTATIVE. THE PRESENCE OF THE OWNER OR MOTOROLA REPRESENTATIVE ON THE JOB SITE IN NO WAY RELIEVES THE CONTRACTOR OF THE ASSOCIATED RESPONSIBILITIES OF THE JOB. ANY WORK WHICH DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE CORRECTED OR REMOVED SOLELY AT THE CONTRACTOR'S EXPENSE. THE FOLLOWING INFORMATION IS INCLUDED AS A GENERAL GUIDE TO THE CONTRACTOR TO ASSIST IN DETERMINING THE TYPE AND FREQUENCY OF INSPECTIONS. THE LISTED INSPECTIONS REPRESENT THOSE REQUIRED FOR SMALL OR SIMPLE PROJECTS. LARGE OR COMPLEX PROJECTS MAY REQUIRE ADDITIONAL INSPECTIONS DEPENDING ON THE SEQUENCE OF WORK. * FOUNDATIONS EXCAVATION AND REBAR: TO BE MADE AFTER TRENCHES ARE EXCAVATED AND FORMS ERECTED, REINFORCEMENT PLACED, COMPACTION TESTED, SOIL TREATED, VAPOR BARRIER PLACED, AND ESSENTIALLY READY FOR CONCRETE PLACEMENT * GROUNDING: TO BE MADE AFTER THE BELOW GROUND CADWELD CONNECTIONS HAVE BEEN COMPLETED, PRIOR TO COVERING UP THE TRENCHES * ELECTRICAL WORK WITHIN WALLS: TO BE MADE AFTER THE ROOF, FRAMING, FIREBLOCKING AND BRACING IS IN PLACE PRIOR TO THE INSTALLATION OF INSULATION OR WALL/CEILING MEMBRANES. AS A GENERAL RULE, THE CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO MOTOROLA FOR INSPECTION OF ALL WORK PRIOR TO CONCEALMENT. THE CONTRACTOR HAS RESPONSIBILITIES RELATIVE TO ALL TYPES OF INSPECTIONS AND IS RESPONSIBLE FOR CONTACTING ALL OF THE INSPECTING ENTITIES TO DETERMINE HIS RESPONSIBILITIES. ALL OF THESE INSPECTING ENTITIES HAVE UNIQUE AND SEPARATE RESPONSIBILITIES. ONE INSPECTION FROM AN ENTITY WILL NOT SUBSTITUTE FOR AN INSPECTION FROM ANOTHER ENTITY. CONTRACTOR IS RESPONSIBLE FOR ALL SCHEDULING & COORDINATION OF ALL INSPECTIONS REQUIRED BY CODE/PERMIT. 1.12. SAFETY THE CONTRACTOR, HIS EMPLOYEES, ANY SUB-CONTRACTORS, VENDORS, THEIR RESPECTIVE EMPLOYEES AND CONTRACTOR'S VISITORS SHALL COMPLY WITH ALL SAFETY STANDARDS, ACCIDENT PREVENTION REGULATIONS AND ENVIRONMENTAL REGULATIONS PROMULGATED BY FEDERAL, STATE OR LOCAL AUTHORITIES HAVING JURISDICTION AND SHALL AT ALL TIMES CONDUCT ALL OPERATIONS UNDER THE CONTRACT IN A MANNER TO AVOID THE RISK OF BODILY HARM TO ANY PERSONS AND THE RISK OF DAMAGE TO ANY PROPERTY, EQUIPMENT OR MATERIAL. SUCH PARTIES SHALL ALSO COMPLY WITH ANY SAFETY PROGRAMS AND/OR RULES PROMULGATED BY OWNER AND/OR MOTOROLA. 1.13. ELECTRO MAGNETIC EMISSIONS THE CONTRACTOR SHALL ACKNOWLEDGE ALL OR PORTIONS OF THE WORK MAY INVOLVE POSSIBLE EXPOSURE OF CONTRACTOR, SUB-CONTRACTORS, AND THEIR RESPECTIVE EMPLOYEES, AGENTS, INVITEES, LICENSEES AND OTHER VISITORS TO THE JOBSITE AND/OR MOTOROLA PREMISES TO ELECTRO-MAGNETIC ENERGY ("EME") WHILE PERFORMING WORK UNDER THIS CONTRACT, ESPECIALLY IF WORK IS PERFORMED ON EXISTING ANTENNA TOWERS OR BUILDING TOPS WHERE ANTENNAS ARE LOCATED. THE CONTRACTOR REPRESENTS THAT CONTRACTOR, SUBCONTRACTORS, AND ALL OF THEIR RESPECTIVE EMPLOYEES, AGENTS, INVITEES, LICENSEES, AND OTHER AUTHORIZED REPRESENTATIVES WHO ARE PERFORMING SERVICES UNDER THIS AGREEMENT WILL COMPLY WITH ALL ANSI AND ANY OTHER APPLICABLE EME STANDARDS, RULES OR REGULATIONS, INCLUDING, BUT NOT LIMITED TO THOSE RULES OR REGULATIONS IMPOSED OR SUGGESTED BY MOTOROLA, IF ANY. THE CONTRACTOR SHALL ADHERE TO ALL OSHA RULES, REGULATIONS AND ADOPTED POLICIES. ALL CONTRACTOR PERSONNEL SHALL HAVE UNDERGONE ELECTROMAGNETIC ENERGY (EME) TRAINING FOR PERSONNEL WORKING IN THE VICINITY OF ACTIVE ANTENNAS. AS SUCH IT IS RECOMMENDED THAT RF MONITORS BE USED BY THE TOWER PERSONNEL TO MONITOR EXPOSURE LEVELS. IF EME LEVELS AT THE SITE EXCEED THE MAXIMUM PERMISSIBLE EXPOSURE LIMITS, THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUALS RESPONSIBLE FOR USE OF THE TRANSMITTER TO MAKE SURE THAT THE EQUIPMENT IS DEACTIVATED BEFORE WORK CAN BE RESUMED, WITHOUT CAUSING A SERIOUS DISRUPTION OF THE SERVICE. 1.14. SITE CLEANUP THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, VEGETATION, AND RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. WHENEVER THE WORK-SITE IS LEFT UNATTENDED, THE CONTRACTOR SHALL BLOCK THE OPENING WITH WARNING TAPE TO DISCOURAGE TRESPASSING. THE PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE AT THE CONCLUSION OF SITE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE GRADING AND SEEDING OF THE DISTURBED SOIL. THE CONTRACTOR SHALL USE LOCAL GRASS SEED TO STABILIZE SOIL AND SHALL COVER DISTURBED AREAS WITH HAY MULCH TO REDUCE RUNOFF OF SEDIMENT TO DOWNSTREAM AREAS. THE CONTRACTOR SHALL RESTORE THE SITE TO ITS ORIGINAL CONDITION. ALL SLOPES AND DISTURBED AREAS NOT RECEIVING AGGREGATE SURFACING ARE TO BE PREPARED AND BROADCAST SEEDED AND FERTILIZED FOR EROSION PROTECTION. SEEDING FOR AREAS DISTURBED SHALL BE ESTABLISHED SEASONALLY AS REQUIRED BY LOCAL CODES. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE OR INTERRUPTION OF EXISTING UNDERGROUND OR OVERHEAD ELECTRIC SERVICES, UNDERGROUND GROUNDING AND FUEL LINES, EQUIPMENT AND BUILDINGS ON THE SITE, PLUS OFF SITE SERVICES, BURIED OR OVERHEAD, SURROUNDING THE EXISTING OR EXPANDED COMPOUND. ANY PROPERTY DAMAGE CAUSED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE CORRECTED AND/OR RESTORED TO THE SATISFACTION OF THE PROPERTY OWNER(S) AND MOTOROLA AT NO ADDITIONAL COST TO THE PROPERTY OWNER OR MOTOROLA. BURNING WILL NOT BE PERMITED. 1.15.FACILITY STARTUP & COMMISSIONING THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL DEMONSTRATE TO MOTOROLA THAT ALL SYSTEMS AND SUB-SYSTEMS INSTALLED UNDER THIS CONTRACT, OPERATE PROPERLY PRIOR TO THE FINAL ACCEPTANCE INSPECTION. PROVIDE THE OPERATIONS AND MAINTENANCE MANUALS AT THIS TIME. DPW TO RECEIVE PAPER & ELECTRONIC COPIES OF ALL DESIGN & AS-BUILT (RECORD) DRAWINGS. 1.16.SHOP DRAWINGS/AS-BUILT DRAWINGS THE MODIFICATIONS TO THE DRAWINGS AFTER CONSTRUCTION START SHALL RECEIVE ENGINEERING & MOTOROLA APPROVAL PRIOR TO ANY CHANGES BEING MADE. THE ENGINEER OF RECORD SHALL MAKE THE REQUIRED CHANGE AND WILL SUBMIT CHANGES TO MOTOROLA AND ANY JURISDICTION HAVING AUTHORITY. THE CONTRACTOR SHALL KEEP UP-TO-DATE MARKED-UP PRINTS OF THE PROJECT DRAWINGS. UPON COMPLETION OF WORK AT THE SITE, THE CONTRACTOR SHALL REVIEW THE COMPLETED AS-BUILT DRAWINGS, AND ASCERTAIN THAT ALL DATA FURNISHED ON THE DRAWINGS IS ACCURATE AND TRULY REPRESENTS THE WORK AS ACTUALLY INSTALLED. MARKINGS INDICATING CHANGES TO THE DRAWINGS SHALL BE RED OR GREEN AND CLEARLY VISIBLE. TWO (2) SETS OF "AS-BUILT" DRAWINGS SHALL BE FURNISHED TO THE MOTOROLA REPRESENTATIVE AT THE COMPLETION OF THE PROJECT. THESE DRAWINGS SHALL ALSO SHOW THE FOLLOWING: *MODIFICATIONS TO SITE LAYOUT. *GROUNDING SYSTEM LAYOUT. *UNDERGROUND FUEL LINE RUN. *UNDERGROUND TELCO CABLE RUN. *UNDERGROUND ELECTRICAL RUN. WHERE THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE SITE EQUIPMENT (SHELTER, ISOLATION TRANSFORMER, GENERATOR, ETC.) THAT REQUIRES PERIODIC MAINTENANCE, THE CONTRACTOR SHALL INCLUDE ALL OPERATION AND MAINTENANCE MANUALS AND ALL AS-BUILT DRAWINGS WHICH FULLY DESCRIBE THE ACTUAL INSTALLED EQUIPMENT. 1.1.TEST PROCEDURES AND RESULTS THE CONTRACTOR IS REQUIRED TO SUBMIT THE RESULTS OF ALL TESTS REQUIRED BY THE PROJECT SPECIFICATIONS AND DRAWINGS THAT FALL WITHIN HIS SCOPE OF WORK TO THE ENGINEER OF RECORD W/COPIES TO MOTOROLA WITHIN FIVE (5) DAYS OF THE TEST. THE CONTRACTOR IS REQUIRED TO SUBMIT TEST PROCEDURES NINETY (90) DAYS PRIOR TO THE TESTS BEING CONDUCTED. IN GENERAL, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TEST RESULTS: *MIX DESIGN/CONCRETE COMPRESSION TEST FOR ALL CONCRETE WORK. *TDR IS NOT ACCEPTABLE TO MSI. THE LINES MUST BE TESTED USING A FREQUENCY DOMAIN REFLECTOMETER (FDR) / SWEEP TEST FOR ANTENNA AND TRANSMISSION LINE. AN ST FROM MSI MUST BE PRESENT FOR THIS TESTING. SEE R56 2017 SECTION 9.10.12. INSTALLATION WORK SHALL COMPLY WITH R56 2017 SECTION 9.10.11.2. *FUEL LINE LEAKAGE TEST FOR FUEL TANK AND PIPING INSTALLATION WORK. *SLUMP TEST FOR CONCRETE WORK. *GROUNDING RESISTANCE TEST FOR GROUNDING WORK. *STRUCTURAL STEEL FABRICATION DRAWINGS *ANY OTHER TEST THAT MAY BE REQUIRED. 1.1.CONTRACT CLOSEOUT-IN ACCORDANCE WITH MOTOROLA'S SUBCONTRACT AGREEMENT TERMS AND CONDITIONS THE MOTOROLA REPRESENTATIVE WILL PROVIDE A CERTIFICATE OF COMPLETION AND APPROVE FINAL PAYMENT WHEN ALL PUNCH-LIST ITEMS HAVE BEEN CORRECTED AND ALL SYSTEMS ARE ACCEPTABLE. AFTER FINAL PAYMENT, CONTRACTOR WILL SIGN A RELEASE OF LIEN. 1.2.WARRANTY ALL WORK PERFORMED BY THE CONTRACTOR IN COMPLETING THE SCOPE IDENTIFIED ON THE DRAWINGS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL COMPLETION OF THE PROJECT. THIS GUARANTEE SHALL COVER ALL MATERIALS, EQUIPMENT OR WORKMANSHIP WHICH IN THE OPINION OF MOTOROLA IS RENDERED DEFECTIVE OR INFERIOR OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DURING THE GUARANTEE PERIOD. IF, WITHIN THE GUARANTEE PERIOD, REPAIRS OR CHANGES ARE REQUIRED TO CORRECT THE GUARANTEE WORK, THEN UPON RECEIPT OF NOTICE, THE CONTRACTOR SHALL PROMPTLY AND WITHOUT EXPENSE TO MOTOROLA OR THE COUNTY, PROCEED TO: *PLACE IN SATISFACTORY CONDITION ALL OF SUCH GUARANTEED WORK AND CORRECT ALL DEFECTS THEREIN. *MAKE GOOD ALL DAMAGES TO THE STRUCTURE OR SITE OR EQUIPMENT OR CONTENTS THEREOF, WHICH, IN THE OPINION OF THE MOTOROLA, IS THE RESULT OF THE USE OF MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH ARE INFERIOR, DEFECTIVE, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT; *MAKE GOOD ANY WORK, MATERIALS OR EQUIPMENT, AND ADJACENT STRUCTURES DISTURBED IN FULFILLING THE GUARANTEE. 1.1.RELATED DOCUMENTS CONTRACTOR SHALL BECOME FAMILIAR WITH THE INFORMATION AND REQUIREMENTS CONTAINED IN THE FOLLOWING DOCUMENTS RELATED TO THE PROJECT: A.R-56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SITES BY MOTOROLA. B.ALL OTHER PERTINENT DOCUMENTS SITE PLAN APPROVAL APPROVAL OF THESE PLANS IS FOR CONSTRUCTION OF ROAD AND DRAINAGE IMPROVEMENTS, SITE DRAINAGE & GRADING AND TEMPORARY EROSION CONTROL IN UNINCORPORATED THURSTON COUNTY ONLY. THESE PLANS DO NOT AUTHORIZE ANY OTHER UTILITY APPROVAL OR IMPROVEMENTS PROPOSED IN ANY STATE RIGHT OF WAY. SITE PLAN APPROVAL IS VOID IF THE COMMERCIAL BUILDING PERMIT HAS NOT BEEN OBTAINED OR RENEWED WITHIN TWO YEARS OF APPROVAL. SUBDIVISION PLAN APPROVAL IS VOID IF THE FINAL PLAT IS NOT RECORDED PRIOR TO THE PRELIMINARY PLAT APPROVAL EXPIRATION. X X-X.X Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK LEGAL DESCRIPTION PARCEL 4 OF SHORT SUBDIVISION NO. SS -8036, AS RECORDED NOVEMBER 26, 1991 UNDER AUDITOR'S FILE NO. 9111260271. IN THURSTON COUNTY, WASHINGTON. TAX LOT #22719210900 TAX LOT #22719210403 TAX LOT #22719240101 BUILDING- FLOOD UILDING FLOOD ZONE "X" v3m 0mWZ II \II FLOOD (SEE (SEE FLOOD NOTE) BFE PUBLC WORKBUILDING r m U ( i ASPHALT PARKING a o AREA EASEMENTS A CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. AGAS PIPELINE EASEMENT PER RECORDING NO. 8103030043, 10 FOOT WIDE EASEMENT, 5 2 FEET ON EACH SIDE OF THE GAS LINE AS PLACED, NOT ABLE TO CALCULATE TO PLACE ON SURVEY, NOT SHOWN. COVENANTS CONDITIONS ETC. PER SHORT SUBDIVISION RECORDING NO. 9111260271, Z DEDICATED THE ROAD, NO OTHER PARTICULARS DESCRIBED TO SHOW ON SURVEY. LAND RIGHTS BETWEEN FENCE AND PROPERTY LINE ON NORTH PROPERTY LINE AS SHOWN ON SHORT SUBDIVISION REC. # 9111260271, FENCE LINE NOT LOCATED THIS SURVEY. NO DETAILS SHOWN. TAX LOT #22719210800 ZONE "AE" 335 FEET ASPHALTDRIVEWAY FLOOD ZONE "AE" BFE=335 FEET PROPOSED 10'X25' SHELTER AREA END BAR & CAP "16210 KEYES" TAX LOT #22719240100 SITE LOCATION SCALE: 1-60' FND BAR & CAP ""16210 KEYES" LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF SUBJECT WATER TOWER: NAD 83 LAT - 46'56'58.31" N NAVD 88 LONG - 12236'05.17" W ELEV.= 332.3 FEET LAT - 46.949531' N LONG - 122.601436' W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. NAvn a ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. NOTES 1) TITLE INFORMATION PER GUARANTEE NO. 200036502, DATED MAY 7, 2020, PROVIDED BY CHICAGO TITLE INSURANCE COMPANY. 2) FIELD WORK CONDUCTED IN SEPTEMBER, 2019. 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD83). 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. 5) FEMA DESIGNATION: ZONE "AE" (SPECIAL FLOOD HAZARD AREAS WITH BFE), FIRM MAP NUMBER 53067CO353E, EFFECTIVE DATE 10/16/2012. WITH A PORTION OF THE PROPERTY LYING WITHIN ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD, AREA OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE) LEGEND �— GRAVEL ROADWAY .J , ------------ — — _ \ LATITUDE/LONGITUDE ADJACENT BOUNDARY LINE POSITION SECTIONAL BREAKDOWN LINE CENTER OF SUBJECT TAX LOT \ FLOOD ZONE "AE" WATER TOWER #22719210404 \ BFE-335 FEET -SEE DETAIL BURIED GAS LINE — — — — — J � APPROXIMATE FLOOD ZONE DELINEATION —UT— LINE SCALED FROM FEMA FIRMETTE w 66326' PARCEL BOUNDARY (TYPICAL) TAX LOT #22719240100 SITE LOCATION SCALE: 1-60' FND BAR & CAP ""16210 KEYES" LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF SUBJECT WATER TOWER: NAD 83 LAT - 46'56'58.31" N NAVD 88 LONG - 12236'05.17" W ELEV.= 332.3 FEET LAT - 46.949531' N LONG - 122.601436' W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. NAvn a ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. NOTES 1) TITLE INFORMATION PER GUARANTEE NO. 200036502, DATED MAY 7, 2020, PROVIDED BY CHICAGO TITLE INSURANCE COMPANY. 2) FIELD WORK CONDUCTED IN SEPTEMBER, 2019. 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD83). 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. 5) FEMA DESIGNATION: ZONE "AE" (SPECIAL FLOOD HAZARD AREAS WITH BFE), FIRM MAP NUMBER 53067CO353E, EFFECTIVE DATE 10/16/2012. WITH A PORTION OF THE PROPERTY LYING WITHIN ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD, AREA OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE) LEGEND DECIDUOUS TREE AL=ALDER MP -MAPLE DS -DECIDUOUS AL12 TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH CHERRY EVERGREEN TREE CE=CEDAR DF -DOUGLAS FIR HE -HEMLOCK DF18 PI -PINE 1952 EVC -EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER SUBJECT BOUNDARY LINE SITE ADDRESS 901 RHOTON RD NW RIGHT-OF-WAY CENTERLINE — — RIGHT-OF-WAY LINE DATE ADJACENT BOUNDARY LINE • — SECTIONAL BREAKDOWN LINE NP OVERHEAD POWER LINE UP BURIED POWER LINE _G BURIED GAS LINE NT OVERHEAD TELEPHONE LINE —UT— BURIED TELEPHONE LINE w BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN — — — — DITCH LINE/FLOW LINE op xAg�9 'L�J i T 41038�p a S9 ta!'AL LAT1� 6/03/20 ROCK RETAINING WALL SHEET TITLE EXISTING SITE SURVEY SEC 19, TWP 17 N, RING 2 E, VIM VEGETATION LINE SHEET NUMBER SV1 CHAIN LINK FENCE o WOOD FENCE x BARBED WIRE/WIRE FENCE 0 TRANSFORMER -(�- FIRE HYDRANT ii LIGHT STANDARD N GATE VALVE © POWER VAULT 1B WATER METER ® UTILITY BOX jQ FIRE STAND PIPE 0 UTILITY POLE 13 IRRIGATION CONTROL E--- POLE GUY WIRE ❑ CATCH BASIN, TYPE M GAS VALVE ® CATCH BASIN, TYPE II ® GAS METER a SIGN A TELEPHONE VAULT e BOLLARD QT TEL. MANHOLE o MAIL BOX TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO f 0.5 FEET OR f 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER MP -MAPLE DS -DECIDUOUS AL12 TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH CHERRY EVERGREEN TREE CE=CEDAR DF -DOUGLAS FIR HE -HEMLOCK DF18 PI -PINE 1952 EVC -EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 22719210404 SITE ADDRESS 901 RHOTON RD NW DATE: 09/24/19 YELM, WA 98597 SITE CONTACT DATE PHONE NUMBER BY ZONING I(CITY OF YELM) TOTAL LOT AREA 332,503+ S.F.(7.63 AC.) PROJECT AREA 250 S.F. SURVEY REFERENCE SHORT PLAT NO. 8036, PER A.F. NO. 9111260271, RECORDS OF THURSTON COUNTY. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. CAUTIONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 THURSTON 9-1-1 COMMUNICATIONS RADIO SYSTEMS DEPARTMENT 2703 PACIFIC AVE. SE, STE. A OLYMPIA, WA 98501 10 DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, W hingtan 98166 Phone 206.244.4141 Fax 206.244.4455 SITE THURSTON 911 COMMUNICATION 901 PHOTON RD NW YELM, WA 98597 THURSTON COUNTY THE DRAWING WAS CFEATED FOR THE EXCLUSNE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED N WHOLE OR N PARF WTfHOVr WF4fTEN AURiORQATION FROM SAID CLIENT. 02019. DUNCANSON COMPANY. INC. FLD. CREW: CR/JAR TIED. BOOK: 535/41 DRAWN BY: LAC JOB #: 19796 DATE: 09/24/19 REVISIONS DATE DESCRIPTION BY 6/03/20 ADD TITLE INFORMATION KJW 10/07/19 REVISE TANK DETAIL LAC op xAg�9 'L�J i T 41038�p a S9 ta!'AL LAT1� 6/03/20 SHEET TITLE EXISTING SITE SURVEY SEC 19, TWP 17 N, RING 2 E, VIM SHEET NUMBER SV1 GRAPHIC SCALE 20 o 10 0 0 (1N FEET) 1 inch=20 R. I itch=40 R (LIx17 SHEET) —SEE DETAIL \ \ O \ APPROXIMATE FLOOD ZONE DELINEA710N SITE BENCHMARK \ LINE SCALED FROM FEMA FIRMETTE MAG NAIL SET \ ELEV.=332.2 \ '' \ FLOOD ZONE "AE' BFE=335 FEET o z � o � m w SITE DETAIL I THURSTON 9-1-1 COMMUNICATIONS RADIO SYSTEMS DEPARTMENT 2703 PACIFIC AVE. SE, STE. A OLYMPIA, WA 98501 I* DUNCANSON Company, Inc. 145 SW 155th Street. Suite 102 Seattle, Wtuhington 98166 Phone 206.244.4147 Fax 206.244.4455 SITE THURSTON 911 COMMUNICATION 901 PHOTON RD NW YELM, WA 98597 THURSTON COUNTY THE DRAWING WAS CREATED FOR THE EXCLUSNE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED N WHOLE OR N PARR WRHOUT WHITEN AURiORQAMON FROM SAID CLIENT. 02019. DUNCANSON COMPANY. INC. FLD. CREW: CR/JAR FLD. BOOK: 535/41 DRAWN BY: LAC JOB #: 19796 DATE: 09/24/19 REVISIONS DATE DESCRIPTION BY 6/03/20 ADD TITLE INFORMATION KJW 10/07/19 REVISE TANK DETAIL LAC 4'Lw3 p *A�9,Z T 41038�p � S9 ISTE�"" t0!'AL LATS 6/03/20 SHEET TITLE EXISTING SITE SURVEY SEC 19, TWP 17 N, RING 2 E, WM SHEET NUMBER SV2 1 TEMPORARY EROSION CONTROL PLAN ER-1.0TEMPORARY EROSION CONTROL PLAN 22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0" Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK SILT FENCE DETAIL DE-WATERING CONTROL NOTES POLLUTANT CONTROL NOTES EROSION CONTROL NOTES CONSTRUCTION SEQUENCE TESC NOTES AND DETAILS ER-2.0TESC NOTES AND DETAILS 122"x34" SCALE: 1"=20'11"x17" SCALE: 1" = 40' THE THIRTEEN ELEMENTS OF A CONSTRUCTION SWPPP Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. 1BOUNDARY PLAN 22"x34" SCALE: 1" = 40'11"x17" SCALE: 1" = 80'' BOUNDARY PLAN A-1.0 PROJECT I PROPOSED TCOMM911 12'x24' EQUIPMENT SHELTER PROPOSED QUANTITIES POWER LENGTH: TBD FIBER/TELCO LENGTH:TBD ROAD LENGTH:TBD UNDERGROUND: OVERHEAD:TBD ZONING MAP NOT TO SCALE ZONING: I (INDUSTRIAL) ADJACENT ZONING: Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK R-6 (MODERATE DENSITY RESIDENTIAL) ADJACENT ZONING: I (INDUSTRIAL) ADJACENT ZONING: I (INDUSTRIAL) R-6 R-6 R-6 ID LI 428'-0"± WATER TANK SETBACK 201'-0"± WATER TANK SETBACK159'-0"± WATER TANK SETBACK287'-0"± WATER TANK SETBACKEXISTING SITE ACCESS 1 A-1.1 PROPOSED TCOMM911 ANTENNAS MOUNTED ON AN EXISTING 152.8' WATER TANK PROPOSED TCOMM911 LEASE AREA OVERALL SITE PLAN A-1.11OVERALL SITE PLAN 22"x34" SCALE: 1/16" = 1'-0" Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK EXISTING SITE ACCESS ROAD EXISTING TREES, TYP (TO REMAIN) EXISTING SITE ACCESS GATE 1 A-1.2 PROPOSED TCOMM911 ELECTRICAL SERVICE ORIGINATING FROM AN EXISTING 480Y/277, PSE XFRM (559640/147526) AND CONTINUING VIA BURIED CONDUIT WITHIN UNDERGROUND TRENCH TO TCOMM911 EQUIPMENT SHELTER (WITH POSSIBLE 25KVA STEP-DOWN TRANSFORMER LOCATED WITHIN SHELTER) DELIVERING 200A, 120/240 1PH, SERVICE TO DISCONNECT AND DISTRIBUTION PROPOSED TCOMM911 ANTENNAS MOUNTED ON EXISTING WATER RESERVOIR WITH THE ADDITION OF GROUND EQUIPMENT 11"x17" SCALE: 1/32" = 1'-0" 144'-0" ANTENNA SETBACK SITE PLAN A-1.21SITE PLAN 22"x34" SCALE: 1/8" = 1'-0" Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK PROPOSED TCOMM911 50kW GASEOUS (LIQUID PROPANE FUELED) GENERAC STANDBY GENERATOR ANCHORED TO 5'x10' CONCRETE PAD ELEVATED 24" ABOVE GRADE (COMPLIANT WITH FEMA FLOOD PLAIN REQUIREMENTS) PROPOSED TCOMM911 MICROWAVE ANTENNAS MOUNTED ON AN EXISTING 152.8' WATER TANK PROPOSED TCOMM911 11'-8"x24' MOTOROLA MSB EQUIPMENT SHELTER ANCHORED TO CONCRETE SLAB OVER STEM WALL FOUNDATION ELEVATED 24" ABOVE GRADE (COMPLIANT WITH FEMA FLOOD PLAIN REQUIREMENTS) PROPOSED TCOMM911 500 GAL LIQUID FUEL TANK MOUNTED ON A (6'X17') CONCRETE PAD ELEVATED 24" ABOVE GRADE (COMPLIANT WITH FEMA FLOOD PLAIN REQUIREMENTS) PROPOSED TCOMM911 ACCESS ROAD PROPOSED TCOMM911 OMNI ANTENNAS MOUNTED ON AN EXISTING 152.8' WATER TANK 1 2 3 4 5 6 EXISTING DF DRIP LINE/ ROOT SYSTEM EXISTING DF DRIP LINE/ ROOT SYSTEM PROPOSED TCOMM911 (4) 7/8Ø, (1) 1/2"Ø, (2) 3/8"Ø COAX CABLE ROUTED TO VHF, OMNI ANTENNAS, TTA & MW ANTENNAS VIA ICE BRIDGE & CONDUIT ANCHORED TO LEG NO. 1 11"x17" SCALE: 1/16" = 1'-0" 11'-8"24'-0"7'-0"5'-0"28'-10"PROPOSED TCOMM911 10'-0" SETBACK FROM ALL IGNITION SOURCES, BUILDINGS, & PROPERTY LINES 3'-0"4'-6"TYPPROPOSED ARBORVITAE SCREEN (10 TOTAL, ACTUAL LOCATION TBD) WITHIN 5' LANDSCAPE BUFFER 1 A-2.0 1 A-2.1 1 A-3.0 PROPOSED TCOMM911 23'-0" GRAVEL ACCESS ROAD R5'-0"R5' -0" SITE TO E FILLED WITH 6" OF 1 1/4"Ø CRUSHED ROCK W/ WEED BARRIER ON 95% COMPACTED FILL. 3'-0"87'-1"PROPOSED MID-POINT OF NEW GRAVEL ACCESS ROAD 6'-0"17'-0"10'-2"10'-0"24'-0"5'-0"49'-0"6'-0" PROPOSED ENLARGED SITE PLAN A-2.01PROPOSED ENLARGED SITE PLAN 22"x34" SCALE:1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0" ·OTHER CARRIER ANTENNA ARRAY(S) NOT SHOWN FOR CLARITY ·PROPOSED MICROWAVE ICE SHIELDS NOT SHOWN FOR CLARITY ·ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH MOTOROLA'S R-56 DESIGN STANDARDS NOTE: Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK3329'-0"5'-1"4'-6"PROPOSED TCOMM911 11'-8" EQUIPMENT SHELTER 3'-0"8'-4"PROPOSED TCOMM911 24'-0"EQUIPMENT SHELTERPROPOSEDTCOMM911 10'-0"SETBACKFROM ALL IGNITIONSOURCES,BUILDINGS, &PROPERTY LINESPROPOSED TCOMM911 23'-0" GRAVEL ACCESS ROAD EXISTING TREE (TYP, TO REMAIN)10'-0"PROPOSED 5'-0" LANDSCAPE BUFFER PROPOSED 49'-0" LANDSCAPE BUFFER4'-6"4'-6"2'-8"4'-6"4'-6"7'-11"4'-6"4'-6"4'-6"2'-5"4'-0" PROPOSED TCOMM911 50kW GASEOUS (LIQUID PROPANE FUELED) GENERAC STANDBY GENERATOR ANCHORED TO 5'x10' CONCRETE PAD 1 M-1.1 PROPOSED TCOMM911 SITE TO BE FILLED WITH 6" OF 1 1/4"Ø CRUSHED ROCK W/ WEED BARRIER ON 95% COMPACTED FILL PROPOSED TCOMM911 500 GAL LP TANK ANCHORED TO RAISED CONCRETE SLAB ABOVE FLOOD PLANE. 3 A-5.2 PROPOSED TCOMM911 11'-8"x24' MOTOROLA MSB EQUIPMENT SHELTER ANCHORED TO CONCRETE SLAB OVER STEM WALL FOUNDATION ELEVATED 24" ABOVE GRADE (COMPLIANT WITH FEMA FLOOD PLAIN REQUIREMENTS)PROPOSED TCOMM911 ARBORVITAE SCREEN (10 TOTAL, ACTUAL LOCATION TBD) WITHIN 5' LANDSCAPE BUFFER EXISTING WATER TANK 152.8 PROPOSED TCOMM911 10'-0" TALL PEDESTAL MOUNTED ICE BRIDGE W/ 8'-0" CLEAR BELOW COAX SUPPORT. REFER TO PROPOSED ANTENNA CONIGURATION FOR COAX SIZE & QUANTITY BATT. ROW 1 ROW 2 ROW 3 10'-3"11'-8" PROPOSED ENLARGED ANTENNA PLAN A-2.11PROPOSED ENLARGED ANTENNA PLAN 22"x34" SCALE: 1/4" =1'-0"11"x17" SCALE: 1/8" = 1'-0" ·OTHER CARRIER ANTENNA ARRAY(S) NOT SHOWN FOR CLARITY ·PROPOSED MICROWAVE ICE SHIELDS NOT SHOWN FOR CLARITY ·ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH MOTOROLA'S R-56 DESIGN STANDARDS NOTE: Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK MW 1 : 1 3 5 . 6 9 ° MW 2 : 226.19°TO C R A WF O R D TO B A L D H I L L S PROPOSED MICROWAVE WITH MAGNET MOUNT (2 TOTAL) ON MAGNET ANTENNA MOUNT (4 TOTAL) EXISTING WATER TANK 152.8 PROPOSED OMNI ANTENNA, TYP (1 FOR Rx AND 1 FOR Tx, 2 TOTAL) ON MAGNET ANTENNA MOUNT (4 TOTAL) PROPOSED TTA UNIT (1 TOTAL) PROPOSED CABLE LADDER PROPOSED TCOMM911 10'-0" TALL PEDESTAL MOUNTED ICE BRIDGE W/ 8'-0" CLEAR BELOW COAX SUPPORT. REFER TO PROPOSED ANTENNA CONIGURATION FOR COAX SIZE & QUANTITY EXISTING VHF ANTENNA RELOCATED FROM YELM PD, TO RECEIVE (2) 7/8"Ø COAX Y E L M ELEVATION A-3.01PROPOSED SOUTH ELEVATION (LOOKING NORTH) ·ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH MOTOROLA'S R-56 DESIGN STANDARDS NOTE: Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK TOP OF PROPOSED WATER TANK 152.8' AGL RAD CENTER OF PROPOSED TCOMM911 MICROWAVE (MW 1 TO BALD HILL, MW 2 TO CRAWFORD MOUNTAIN) 138.0' AGL BASE HEIGHT OF PROPOSED TCOMM911 ANTENNAS (Tx1, Rx1) 163.0' AGL FINISH GRADE 0.0' AGL PROPOSED TCOMM911 12'-0" EQUIPMENT SHELTER ABOVE GRADE 2.0' AGL LEG 6 LEG 1 (BEYOND) LEG 5 LEG 3 LEG 2 (BEYOND) LEG 4 22"x34" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0" EXISTING VHF ANTENNA RELOCATED FROM YELM PD, TO RECEIVE (2) 7/8"Ø COAX PROPOSED CABLE LADDER PROPOSED TCOMM911 10'-0" TALL PEDESTAL MOUNTED ICE BRIDGE W/ 8'-0" CLEAR BELOW COAX SUPPORT PROPOSED TCOMM911 ARBORVITAE SCREEN (10 TOTAL, ACTUAL LOCATION TBD) WITHIN 5' LANDSCAPE BUFFER PROPOSED TCOMM911 11'-8"X24' MOTOROLA MSB EQUIPMENT SHELTER ANCHORED TO CONCRETE SLAB OVER STEM WALL FOUNDATION ELEVATED 24" ABOVE GRADE (COMPLIANT WITH FEMA FLOOD PLAIN REQUIREMENTS) PROPOSED TCOMM911 (5'x5') 3-STEP CONCRETE STOOP WITH ACCESS RAISED ABOVE FLOOD PLANE (1 TOTAL) PROPOSED TCOMM911 500 GAL LP TANK ANCHORED TO RAISED CONCRETE SLAB ABOVE FLOOD PLANE. EXISTING WATER TANK 152.8 PROPOSED TCOMM911 MICROWAVE WITH MAGNET MOUNT (2 TOTAL) PROPOSED TCOMM911 OMNI ANTENNA, TYP (1 FOR Rx AND 1 FOR Tx, 2 TOTAL) ON MAGNET ANTENNA MOUNT (4 TOTAL) PROPOSED TCOMM911 TTA UNIT (1 TOTAL) 6 A-5.1 6 A-5.0 4 A-5.2 ALL A-4.1 ALL A-4.0 5 A-5.2 ALL M-1.0 1-3 A-5.0 4,5 A-5.1 2&3 A-5.1 2 A-5.2 TCOMM911 PROPOSED ANTENNA CONFIGURATION ANTENNA #ANTENNA TYPE ANTENNA QUANTITY MANUF.MODEL #AZIMUTH BASE HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX Ø COAX LENGTH RX1 OMNI 1 RFI CC807-08 360°163.0'9.50'N/A 1 7/8"263' TX1 OMNI 1 RFI CC807-06 360°163.0'6.90'N/A 1 7/8"250' VHF1 VHF (EXISTING)1 RFI OA40-41 360°160.0'20.00'N/A 2 7/8"250' PROPOSED MICROWAVE CONFIGURATION MW #MW PATH ANTENNA QUANTITY MANUF.MODEL #AZIMUTH RAD CENTER ANTENNA SIZE MECH. TILT ODU PER ANTENNA COAX PER ANTENNA COAX Ø COAX LENGTH MW1 TO BALD HILLS 1 RFS SB4-W100C 135.69°138.0'4'TBD 2 2 3/8"238' MW2 TO CRAWFORD 1 RFS SB4-W100C 226.19°138.0'4'TBD 2 2 3/8"238' PROPOSED ANCILLIARY EQUIPMENT EQUIPMENT ITEM EQUIP QUANTITY MANUF.MODEL #AZIMUTH MOUNT HEIGHT EQUIP. SIZE MECH. TILT COAX PER ITEM COAX Ø COAX LENGTH TTA 1 TX RX SYSTEM 428E83I01T N/A 163.0'N/A N/A 1 1/2"263' 11'-8" (TYP) #2 MECHANICAL LUG (2 PLACES) EACH HVAC UNIT SHALL BE IDENTIFIED WITH A LABEL INDICATING HVAC #1 AND HVAC #2, PANEL SUPPLYING POWER AND CIRCUIT # TO CORRELATE WITH THE PANEL SCHEDULE.10'-5 1/8" OVERALL HEIGHT (TYP)ENCLOSURE FOR 120V SURGE MODULES 1" NIPPLE FOR TOWER LIGHT POWER 1" NIPPLE FOR TOWER LIGHT ALARM 11'-8"10'-5 1/8"1'-4 15/16" 1'-0 1/4" 5'-3 3/4" 5'-8 1/4" 3" NIPPLE FOR POWER ENTRY 1" PVC FOR BAIT WIRE 1" PVC AT 45° (2) 3" PVC FOR TELCO ENTRY 1'-4 1/4" 8 3/4"6"2'-3 1/2"1'-9 1/2" 6" TYP 7'-8" 10 1/4" FIRE 4'-5 5/8"3'-4 1/4" 2" OVER- LAPPING (TYP) 24'-0" (TYP) SHELTER ELEVATIONS A-4.0 1SHELTER ELEVATION - RIGHT 22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 3SHELTER ELEVATION - LEFT 22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 2SHELTER ELEVATION - FRONT 22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 4SHELTER ELEVATION - REAR 22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" MSB 11'-8" X 24'-0" SHELTER Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 24'-0" 2'-7"1'-9"4'-5 7/16"5'-0"5'-0"4'-0"4'-8"5'-9 1/2"10'-5 1/2"CABLE TRAY (TYP)SHELTER ELEVATIONS A-4.11SHELTER - ENLARGED PLAN 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" MSB 11'-8" X 24'-0" SHELTER Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK SHELTER RACK ELEVATION A-4.222"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SHELTER - RACK ELEVATION 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2BATTERY RACK SPECIFICATIONS BATTERY TRAY BATTERY TRAY BATTERY TRAY MAGNAHOIST MXL-2200 MOUNTED TO ARCHED ROOF (TYP OF 2 PLACES) MICROWAVE ANTENNA SUPPORT BRACE PIPE TO PLATE CONNECTION 4"Ø STD WT PIPE MAST (LENGTH TO SUIT) 6'Ø MICROWAVE ANTENNA PIVOTING PIPE TO PIPE CONNECTION(E) WATER RESERVOIR EXISTING HANDRAIL POST 2 - 4 - MAGNAHOIST MXL-220 MOUNTED TO ARCHED ROOF (TYP OF 2 PLACES) 800MHz COLLINEAR ANTENNA SUPPORT BRACE PIPE TO PLATE CONNECTION 2"Ø STD WT PIPE MAST (LENGTH TO SUIT) 800MHz COLLINEAR ANTENNA UNIVERSAL PIPE TO PIPE CONNECTION(E) WATER RESERVOIR EXISTING HANDRAIL POST 2 - 1 - MICROWAVE ANTENNA SUPPORT BRACE STRUT PIPE CLAMP BRACE ROD HARDWARE SITE PRO1 PIVOTING PIPE TO PIPE CLAMP DSCK 1 1/2" - 3 1/2"2 3/8" - 5"(4) 1/2" x 6" KIT QUANTITY KIT OF 1 THREADED RODS LARGER PIPE SMALLER PIPEPART # NOTE: ALL HARDWARE IS INCLUDED THREADED ROD W/ HARDWARE 1/2" CLAMP (TYP) TYP 1/4 TYP 1/4 2"Ø PIPE MAST 4"Ø PIPE MAST PIPE TRANSFER PLATE (10"x10"x3/8") 1/2"Ø U-BOLT HARDWARE (TYP) L3"x3"x1/4" SUPPORT BRACE BRACE CONNECTION @ ANTENNA BRACE CONNECTION @ MICROWAVE ANTENNA SITE PRO1 UNIVERSAL PIPE TO PIPE CLAMP UPC2 1 1/4" - 4 1/2"1 1/4" - 10"(8) 1/2" x 15" KIT QUANTITY KIT OF 2 THREADED RODS LARGER PIPE SMALLER PIPEPART # SMALLER PIPE (1 1/2"Ø HANDRAIL POST) LARGER PIPE, 2"Ø PIPE MAST @ COLLINEAR ANTENNA CLAMP 1/2"Ø x 15" THREADED ROD CONSTRUCTION DETAILS A-5.0 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6MICROWAVE ANTENNA MOUNTING 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3OMNI ANTENNA MOUNTING 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5MICROWAVE ANTENNA SUPPORT BRACE 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4PIPE TO PIPE CLAMP @ MICROWAVE ANTENNA 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2BRACE CONNECTIONS 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1PIPE TO PIPE CLAMP @ ANTENNAS FRONT TOP MANUFACTURER: RFI MODEL: CC807-06 WEIGHT: 16 LBS DIMENSIONS: 71"x3"Ø FREQUENCY: REFER TO SPEC SHEET 5'-11"FRONT TOP MANUFACTURER: RFI MODEL: CC807-08 WEIGHT: 27 LBS DIMENSIONS: 114"x3"Ø FREQUENCY: REFER TO SPEC SHEET 9'-6"TIE BACK ARMS (TYP)SEE TABLE FOR SIZESMOUNTING PIPE NOTE: ODU UNITS NOT SHOWN FOR CLARITY MW MODEL: MANUFACTURER: SPECIFICATIONS: SB4-W100C RFS 4'Ø, 77 LBS ODU MODEL:AVIAT ODU 600v2 ODU MODEL: MANUFACTURER: DIMENSIONS: 600v2 AVIAT 9.05H X 7.08W X 2.95D WEIGHT:7.93 LBS ODU REMOTE MOUNT ODU600 ODU REMOTE MOUNT FLEXTWIST WAVEGUIDE (TO ANTENNA) 5.2"9.2"6" MANUFACTURER: TX RX SYSTEMS MODEL: 428E83I01T WEIGHT: 8.9 LBS DIMENSIONS: 9.2"x6"x5.2" MOUNTING KIT: DS9100123 PIPE MAST (BY OTHERS) CONSTRUCTION DETAILS A-5.1 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3800MHz COLLINEAR ANTENNA MOUNTING 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 2 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6TTA MOUNTING 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5MICROWAVE ANTENNA DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4ODU SPECIFICATIONS AND MOUNTING 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 1 1" NOSING, TYP 6"1/8"/FT 6x6xW5xW5 WWF PLACED 3" CLEAR FROM TOP OF STOOP 1/2" MAX1/2" ASPHALT FELT EXP JOINT 4" MIN CLEAN SAND SEALANT AT STOOP AND SHELTER PERIMETER MEDIUM BROOM FINISH WITH TROWELED EDGE (2)-#4 CONT SHELTER SHELTER FOUNDATION. SEE STRUCTURAL6"1'-0" (TYP)10'-0" MINBELOW ICE BRIDGE (TYP)10'-0" (MAX )6'-0"2" TYP 3" TYP (2)2X PT WD BLKG (TYP @ EA POST) ICE BRIDGE SUPPORT PIPE FOUNDATION 24" WIDE HOT DIP GALVANIZED GRIP STRUT STEEL GRATING FROM TOWER TO SHELTER (VALMONT #B2734)TRAPEZE COAX CABLE SUPPORTS @ 4'-0" O/C. 8'-0" CLEAR BENEATH LOWEST CABLE SUPPORT 3-1/2" STD GALV PIPE FOR ICE BRIDGE SUPPORT WITH END CAP. MIN (2) PER GRIP STRUT CHANNEL MOUNTING BRACKET ASSEMBLY (VALMONT #802245) 24" GRIP STRUT ICE BRIDGE KIT W/ Z-BRACKET TRAPEZE (SITE PRO 1 # IB24D-216Z2 OR APPROVED EQUIVALENT) 1 2 6 10 18 17 12 8 4 12 10 18 17 19 8 G12LW 1/2" HDG LOCKWASHER 0.01 0.11 18 16 G38FW 3/8" HDG USS FLATWASHER 0.01 0.19 17 8 G38LW 3/8" HDG LOCKWASHER 0.01 0.05 16 36 SS38FW 3/8" STAINLESS FLATWASHER 0.01 0.32 15 36 SS38LW 3/8" SS LOCKWASHER 0.01 0.24 14 36 SS38NUT 3/8" SS HEX NUT 0.02 0.66 13 8 G12FW 1/2" HDG USS FLATWASHER 0.03 0.27 12 8 G38NUT 3/8'' HDG HEAVY 2H HEX NUT 0.03 0.27 11 8 G12NUT 1/2'' HDG HEAVY 2H HEX NUT 0.07 0.57 10 8 G3803 3/8" x 3" HDG HEX BOLT GR5 0.12 0.97 9 12 SQW38 3/8" SQUARE WASHER (GALV.)2 in 0.27 3.28 8 4 SPLICE SPLICE FOR GRIP STRUT 7 3/8 in 0.53 2.10 7 6 SS38R-18 3/8" X18" THREADED ROD (STAINLESS STEEL)0.56 3.39 6 2 PC312 3-1/2" FENCE POST CAP 0.59 1.17 5 4 X-UB1358 1/2" X 3-5/8" X 5-1/2" X 3" U-BOLT (HDG.)0.66 2.63 4 6 ZB24 Z-BRACKET WALL MOUNT FOR 8 RUNS OF COAX 6.00 36.02 3 2 HHD24 24" UNIVERSAL CANTILEVER 14.10 28.20 2 1 GRS24 24" X 10' GRIP SPAN BRIDGE CHANNEL 67.98 67.98 1 2 P3216 3" SCH. 40 PIPE (3.5'' O.D. x 0.216'' WALL) A500 216 in 136.68 273.37 ITEM QTY PART NO.PART DESCRIPTION LENGTH UNIT WT.NET WT. PARTS LIST 3 5 13 19 11 79161514 NOTES 1.#2 SOLID TINNED GROUND WIRE TO BE CADWELDED FROM EACH SUPPORT COLUMN TO GROUND RING 2.STAGGER ICE-BRIDGE POST AT 8'-0" O.C. (SEE ENLARGED SITE PLAN) NOTE: CONTRACTOR SHALL STRIP SUPERFICIAL SOFT WET ORGANIC OR DELETERIOUS SOILS TO EXPOSE FIRM AND UNYIELDING SOIL. IF STRIPPING IS REQUIRED DEEPER THAN 6" CONTRACTOR SHALL CONTACT THE SITE CONSTRUCTION MANAGER TO DETERMINE THE APPROPRIATE STRIPPING DEPTH AT THE TIME OF CONSTRUCTION. ORIGINAL GRADE 3"MINUNDISTURBED SOIL NATIVE SUBSOIL COMPACT TO 95% IN ACCORDANCE WITH ASTM D1557 EDGE OF CRUSHED ROCK SURFACE 2" OF 1-1/4" MINUS UNDER LAYER 6" OF 3/4 MINUS CRUSHED ROCK TOP LAYER OVER WEED BARRIER COMPACTED TO 95% IN ACCORDANCE WITH ASTM D698 6" MIL WEED BARRIER SLOPE FROM SAUCER TREE PLANTING NOTES: 1.SITUATE SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED GRADE. 2.SCARIFY SIDES AND BOTTOM OF TREE PIT 3.BACKFILL TREE PIT WITH EXISTING SOIL AND WATER UNTIL NO MORE WATER IS ABSORBED. 4.DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING 5.INSTALL A MIN. 4'-0" DIAMETER MULCH RING AT A MIN. DEPTH OF 3" FOR TREES IN LAWN AREA 6.TREES NEED TO BE STAKED ONLY WHEN EXTREME WIND MAKES SUCH SUPPORT NECESSARY. IF STAKING IS NECESSARY CONTACT THIS OFFICE AND A DETAIL WILL BE PROVIDED. MULCH TO A DEPTH OF 3" (KEEP MULCH 6" AWAY FROM TREE TRUNK) EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX. SOIL MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE PLANT BACKFILL MIXTURE ROPES AT TOP OF ROOT BALL SHALL BE CUT, REMOVE TOP 1/3 OF BURLAP. ALL NON-BIODEGRADABLE MATERIAL SHALL BE COMPLETELY REMOVED HOLE SHOULD BE THREE TIMES ROOT BALL DIAMETER WITH SLOPED SIDES CONSTRUCTION DETAILS A-5.222"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5STOOP DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4ICE BRIDGE DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 1 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3EQUIP. AREA CRUSHED ROCK SURFACE DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2ARBORVITAE SCREEN DETAIL Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4GENERAL NOTICE SIGN 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3THERMAL RUNAWAY PROCEDURE 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1NOCC SIGN 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5BATTERY HAZ MAT SIGN 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2BATTERY HAZ MAT SIGN 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6RF NOTICE / WARNING SIGN SIGNAGE DETAILS A-6.0 CHEMICAL HAZARD IDENTIFICATION SYSTEM THERMAL RUNAWAY PROCEDURE POSTING ATTACHMENT TO A THERMAL RUNAWAY PROCEDURE HANDLING OVERHEATING BATTERIES OR THERMAL RUNAWAY (A COPY OF THIS PAGE SHALL BE A LAMINATED OR PLACED IN A PLASTIC SHEET PROTECTOR AND POSTED IN ALL BATTERY AREAS.) IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH, THAT MAKE HISSING OR WHISTLING NOISES FROM THEIR VENTS: ·THERE IS A FIRE OR SMOKE ·IF THE FIRE ALARMS ARE SOUNDING ·IF THERE IS A STRONG ROTTEN EGG (HYDROGEN SULFIDE) ODOR IMPORTANT: TAKE NO ACTION THAT COULD PRODUCE A SPARK AND IGNITE AIRBORNE HYDROGEN. IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH BUT THERE IS NO SMOKE AND IT IS SAFE TO REMAIN IN THE FACILITY: ·CALL FOR HELP ·INCREASE VENTILATION IN BATTERY AREA ·REDUCE CHARGE CURRENT EITHER BY TURNING OFF ENOUGH RECTIFIERS SO THAT THE LOAD BARELY IS COVERED OR BY LOWERING THE FLOAT VOLTAGE ·INCREASE COOLING IN THE BATTERY AREA IF POSSIBLE ·IF THERE IS A SPILL OR OTHER HAZARDOUS SITUATION CALL THE ENVIRONMENTAL HOTLINE AT 1-800-488-7900 DO NOT OVERREACT TO BATTERY EMERGENCIES. BURNING BATTERIES RELEASE POTENTIALLY LETHAL CONCENTRATIONS OF TOXIC GASES OR OTHER CHEMICALS AND SHOULD BE HANDLED BY TRAINED FIRST RESPONDERS (FIRE DEPARTMENT) WITH APPROPRIATE PROTECTIVE CLOTHING AND SELF-CONTAINED BREATHING APPARATUS (SCBA). NOTES: 1.8” X 12” ALUMINUM 2.POSTED AT EACH ENTRANCE (GATE, DOOR, HATCHWAY, ETC.) 3.BUILDING OWNER MAY HAVE RESTRICTIONS ON WHERE CAN BE POSTED 4.SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. NOTES: 1.8” X 12” ALUMINUM 2.POSTED AT BASE OF TOWER 3.SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. Ref FCC 47CFR 1.1307(o)TCOMM911 Beyond This Point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Limits Follow all posted signs and site guidelines for working in an RF environment On this tower: Radio frequency fields near some antennas may exceed FCC rules for human exposure. Personnel climbing this tower should be trained for working in radio frequency environments and use a personal RF monitor if working near active antennas. TCOMM911Ref FCC 47CFR 1.1307(o) BLUEYELLOW THIS ROOM CONTAINS: LEAD-ACID BATTERY SYSTEMS, CORROSIVE LIQUIDS (ELECTROLYTE), ENERGIZED ELECTRICAL CIRCUITS, AND HYDROGEN GAS AUTHORIZED PERSONNEL ONLY EYE PROTECTION REQUIRED NO SMOKING OR OPEN FLAMES BATTERY ROOM NOTICE GENERAL INFORMATION FOR WORKING IN THE AREA OF ANTENNAS ·ALL PERSONNEL ENTERING THIS SITE MUST BE AUTHORIZED. ·OBEY ALL POSTED SIGNS. ·ASSUME ALL ANTENNAS ARE ACTIVE. ·MAINTAIN MINIMUM DISTANCE OF 3 FEET CLEARANCE FROM ANTENNAS. CALL 1-888-222-5548 FOR INFORMATION OR ASSISTANCE Beyond this point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Limits Follow all posted signs and site guidelines for working in an RF environment Ref: FCC47CFR 1.137(b) TCOMM911 NOTICE INFORMATION INFORMACION TCOMM911 operates telecommunications antennas at this location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before working closer then 3 feet from the antenna(s) Contact TCOMM911 at ____________________ prior to performing any maintenance or repairs near antennas This is site# Contact the management office if this door/hatch/gate is found unlocked. En esta propiedad se ubican antenas de telecommunicaciones operaadas par TCOMM911. Favor mantener una disiancia de no menos de 3 pies y obedecar todos las avisos. Comuniquese can el propietaria o las propiatarios de las antes de trabajar o caminar de menos de 3 pies de la antena Comuniquese can TCOMM911 ___________________ antes de realizar cualquier mantenimiento a reparaciones cera de las antenas. Esta es la estacion base numero ___________________________ favor comunicarse can la oficina de la administracion del adificio si esta puerta o compuerta se encuentra sin canado IN CASE OF EMERGENCY CALL N.O.C.C. 1-800-264-6620 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 1.GENERAL 1.1.ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE. REFERENCE TO OTHER STANDARDS OR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED & PUBLISHED. 1.2.DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN. 1.3.EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURES ARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE AND/OR DISCREPANCIES THAT MIGHT EXIST. 1.4.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.5.COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. 1.6.COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES & LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICAL DRAWINGS. 1.7.FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 1.8.REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 1.9.STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS. CONTRACTOR & THEIR SUBCONTRACTORS SHALL PREPARE ORIGINAL SHOP DRAWINGS. 1.10.CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORE SUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROM DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURAL DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS. 1.11.COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZING SYSTEMS, LIGHT GAUGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, METAL GRATING & STAIRS SHALL BE SEALED & SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON & SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION. 1.12.RISK CATEGORY = II 1.13.DESIGN GRAVITY LOADS: DEAD LOADS: EQUIPMENT______________________________SEE PLAN LIVE LOADS N/A SNOW LOAD: DESIGN SNOW LOAD, Ps 25 PSF 1.14.WIND LOADS: ULTIMATE WIND SPEED (3 SEC. GUST), V ult 97 MPH NOMINAL DESIGN WIND SPEED, V asd 75 MPH EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT, GC pi ±0.18 1.15.SEISMIC LOADS: SEISMIC IMPORTANCE FACTOR, I e 1.00 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: (SHORT SECOND) S s 1.290 (1-SECOND PERIOD) S1 0.465 SITE CLASS D DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS: (SHORT SECOND) SDS 0.860 (1-SECOND PERIOD) SD1 0.596 SEISMIC DESIGN CATEGORY D 1.16.FULL-BUILDING LATERAL ANALYSIS HAS NOT BEEN PERFORMED ON THIS STRUCTURE AS THE ADDITIONS SHOWN IN THIS SUBMITTAL PACKAGE DO NOT INCREASE THE GOVERNING LATERAL FORCES BY MORE THAN 10% AS ALLOWED BY EXCEPTION #2 PROVIDED IN THE 2018 INTERNATIONAL BUILDING CODE, SECTION 1103.3. 1.17.ANALYSIS PER EQUIVALENT FORCE METHOD 2.STRUCTURAL STEEL 2.1.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED & ERECTED ACCORDING TO AISC "MANUAL OF STEEL CONSTRUCTION," FOURTEENTH EDITION , & AISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." 2.2.SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST EDITION OF AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION." DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED BY STRUCTURAL ENGINEER & ARCHITECT. 2.3.UNLESS NOTED OTHERWISE ON DRAWINGS, ALL STRUCTURAL STEEL SHAPES, PLATES, & BARS SHALL CONFORM TO ASTM A36 (FY = 36KSI). 2.4.STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B (FY = 35KSI). 2.5.ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH THREADED FASTENER ASSEMBLIES (H.S. BOLTS) THAT CONFORM TO ASTM A325 OR A490. 2.6.CONNECTIONS MADE WITH H.S. BOLTS SHALL COMPLY WITH RCSC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." IN BEARING TYPE CONNECTIONS, TIGHTEN BOLTS TO DEVELOP AT LEAST A SNUG-TIGHT CONDITION. ALL OTHER CONNECTIONS SHALL BE TIGHTENED TO DEVELOP MINIMUM BOLT TENSIONS REQUIRED FOR SLIP CRITICAL OR DIRECT TENSION CONNECTIONS. 2.7.PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE ARCHITECT'S SPECIFICATIONS. DO NOT PAINT CONNECTIONS DESIGNED AS FRICTION TYPE OR TO BE WELDED. 2.8.ALL STEEL THAT IS TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED. 2.9.GALVANIZED COATING SHALL CONFORM TO ASTM 525, G60. 2.34.REPAIR ANY GALVANIZED AREAS THAT ARE DAMAGED BY HEAT AND STICK METHOD IN ACCORDANCE WITH ASTM-A780, A1. REPAIR USING ZINC-BASED ALLOYS (HEAT-STICK METHOD). PAINT CONTAINING ZINC DUST SHALL NOT BE USED FOR REPAIRS. 2.35.THE STRUCTURE IS DESIGNED TO BE STABLE IN ITS COMPLETED FORM. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE'S STABILITY DURING CONSTRUCTION. PROVIDE NECESSARY BRACING & SHORING AS REQUIRED. 2.36.SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL DRAWINGS. 2.37.MINIMIZE FIELD WELDING. 2.38.FIELD PAINTING & TOUCH-UP SHALL BE PERFORMED ON ALL FIELD JOINTS OF STEEL THAT HAVE HAD A SHOP COAT OF PAINT. 2.39.DO NOT WELD THROUGH GALVANIZING OR PAINT. 2.40.SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION." DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED. 2.41.STRUCTURAL STEEL SHOP DRAWINGS & ERECTION DRAWINGS SHALL BE ORIGINAL & SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. REPRODUCIBLE PRINTS MADE FROM CONTRACT DRAWINGS ARE NOT PERMITTED. 3.MAGNET MOUNTS 3.1.ALL MAGNETS SHALL BE MAGLOGIX MAGNAHOIST, UNLESS NOTED OTHERWISE. SEE DETAILS FOR EXACT MODEL NUMBER. 3.2.MANUFACTURER SHALL PREPARE THE MAGNAHOIST MAGNET FOR PERMANENT INSTALLATION IN AN EXPOSED ENVIRONMENT BY OVER PACKING ALL VOIDS WITH GREASE AND FILLING ALL POSSIBLE INTRUSION AREAS WITH A SILICON BASED BARRIER. 3.3.TANK SURFACE SHALL BE SMOOTH AND NO MORE THAN 0.04" OF PAINT OR PRIMER AT THE INSTALLATION LOCATIONS. CONTRACTOR SHALL PROVIDE REPORTS OF DRY FILM THICKNESS PRIOR TO MAGNET INSTALLATION. CHANGES TO THE PAINT (REMOVAL, ETC.) REQUIRES PRIOR APPROVAL BY PROPERTY OWNER. 3.4.TANK STEEL WALL THICKNESS SHALL BE A MINIMUM OF 3/8". 3.5.TANK ROOF THICKNESS SHALL BE A MINIMUM OF 3/16". 3.6.ALL MAGNETS SHALL BE INSTALLED ON A FLAT SURFACE UNLESS MODIFIED WITH V-BASE PER MANUFACTURER RECOMMENDATION FOR CURVED SURFACE. 3.7.TANK FINISHES SHALL INCLUDE: 3.7.a.TNEMEC PRIMER SERIES 3.7.a.a.MATCH SERIES NUMBER TO PUBLIC WORKS WATER DISTRICT TNEMEC PRIMER MODEL NUMBERS. 3.7.a.b.MATCH NUMBER OF COATS TO PUBLIC WORKS WATER DISTRICT COAT APPLICATION SPECS. 3.7.b.TNEMEC EPOXY SERIES 3.7.b.a.MATCH SERIES NUMBER TO PUBLIC WORKS WATER DISTRICT TNEMEC EPOXY MODEL NUMBERS. 3.7.b.b.MATCH NUMBER OF COATS TO PUBLIC WORKS WATER DISTRICT COAT APPLICATION SPECS. 3.8.THE CARRIER SHALL PROVIDE MAINTENANCE AND A VISUAL INSPECTION ON AN ANNUAL BASIS OR WHEN ANTENNA EQUIPMENT IS CHANGED, WHICHEVER COMES FIRST. CONSULT THE MAGNET MANUFACTURER ON WHEN TO REPLACE THE MAGNETS. 4.SPECIAL INSPECTIONS 4.1.STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 4.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE CARRIER. 4.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT PROGRESS REPORTS AND INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF RECORD. 4.2.SATISFY MINIMUM INSPECTION AND QUALITY CONTROL REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 4.3.SPECIAL INSPECTION PERFORMED BY MANUFACTURER OR A THIRD PARTY TESTING AGENCY IS REQUIRED FOR THE INSTALLATION OF MAGNETS. TESTS SHALL SHOW THAT THE MAGNETS INSTALLED ON THE EXISTING STEEL THICKNESS MEET OR EXCEED THE REPORTED PULL STRENGTH. 4.4.SEE THIS SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS. PROJECT SCHEDULE OF SPECIAL INSPECTIONS MATERIAL/ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT DATE COMPLETED 1705.2 STEEL CONSTRUCTION 1. FABRICATOR AND ERECTOR DOCUMENTS (VERIFY REPORTS AND CERTIFICATES AS LISTED IN AISC 360, CHAPTER N, PARAGRAPH 3.2 FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS) SUBMITTAL REVIEW Y EACH SUBMITTAL 2. MATERIAL VERIFICATIONS OF STRUCTURAL STEEL SHOP (3) AND FIELD INSPECTIONS Y PERIODIC 6. STRUCTURAL STEEL BOLTING: A. INSPECTION TASKS PRIOR TO BOLTING (OBSERVE OR PERFORM TASKS FOR EACH BOLTED CONNECTION IN ACCORDANCE WITH QA TASKS LISTED IN AISC 360, TABLE N5.6-1 Y OBSERVE OR PERFORM AS NOTED (4) B. INSPECTION TASKS DURING BOLTING (OBSERVE THE QA TASKS LISTED IN AISC 360, TABLE N5.6-2 Y 1) PRETENSIONED AND SLIP-CRITICAL JOINTS Y OBSERVE (4) A) TURN-OF-NUT WITH MATCHING MARKINGS Y PERIODIC B) DIRECT TENSION INDICATOR Y PERIODIC C) TWIST-OFF TYPE TENSION CONTROL BOLT Y PERIODIC D) TURN-OF-NUT WITHOUT MATCHING MARKINGS Y CONTINUOUS E) CALIBRATED WRENCH Y CONTINUOUS 2) SNUG-TIGHT JOINTS Y PERIODIC C. INSPECTION TASKS AFTER BOLTING (PERFORM TASKS FOR EACH BOLTED CONNECTION IN ACCORDANCE WITH QA TASKS LISTED IN AISC 360, TABLE N5.6-3 Y PERFORM (4) STRUCTURAL GENERAL NOTES S-1.0 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 S u r ve yin g Eng ineer ing Pla nn in g Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9-1- 1 POLICE ·FIRE ·MEDICAL 9 · 1 · 1 YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 2-09-21 EJV GJS REFERENCE PLAN NOTES: 1.DO NOT SCALE FROM PLANS. PLANS ARE FOR REFERENCE ONLY. 2.SEE ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT OF RACKS AND BATTERIES WITHIN EQUIPMENT SHELTER. 332 332 1 S-3.0 1 S-3.0 5 S-3.0 OMNI, SEE ARCH. ATTACH TO HANDRAIL POST PER MANUFACTURER OMNI, SEE ARCH. ATTACH TO HANDRAIL POST PER MANUFACTURER MW ANTENNA, SEE ARCH (E)WATER TANK STRUCTURAL PLAN S-2.01STRUCTURAL REFERNCE PLAN 22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0" Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 S u r vey ing En gineer in g Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9-1- 1 POLICE ·FIRE ·MEDICAL 9 · 1 · 1 YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 2-09-21 EJV GJS 2'-0" \A1;2'-0" 1'-0" \A1;1'-0" 1'-0" (E)3/8" STEEL TANK WALL SEE ARCHITECTURAL SHEETS FOR ANTENNA & ANCILLARY EQUIPMENT INFORMATION. ATTACH TO PIPE PER MANUFACTURER'S RECOMMENDATIONS MAGNET, TYP. MOUNT BRACKET, TYP 1 S-3.0 (E)1/4" STEEL TANK WALL MOUNT PIPE 2 STD. (OD= 2.38")1'-0"CONTRACTOR NOTE: 1.ANTENNA OR ANCILLARY EQUIPMENT PER ARCHITECTURAL. ATTACH TO MOUNT PIPE PER MANUFACTURER'S RECOMMENDATIONS. MOUNT BRACKET, TYP. MAGNET, TYP. C/ MW ANTENNA 1'-0"2 S-3.0 TYP. 4' MW DISH, SEE ARCH (MAX WEIGHT 85#) 138.0' AGL 4'-0"4'-0"\A1;1'-6 7/8"3'-11 1/2"\A1;3'-11 1/2"8'-0"\A1;8'-0"1'-1 5/8"VHF ANTENNA, SEE ARCH (MAX WEIGHT 32#). ATTACH TO SUPPORT PIPE PER MANUFACTURER'S RECOMMENDATIONS.PIPE 3 1/2 STD (O.D. = 4.00") L3-1/2x3-1/2x1/4 KNIFE PLATE w/(2) 5/8"Ø BOLTS 3'-0"4 S-3.1 6 S-3.1 (E)HANDRAIL 6"(E)TANK SHELL 5 S-3.1 (E)HAND RAIL HORIZONTAL VHF ANTENNA, SEE ARCH MAST PIPE 4'-0" \A1;4'-0"4'-0"\A1;4'-0"4'-0"3 S-3.0 KICKER ANGLE, SEE ELEVATION 4MW ANTENNA ATTACHMENT 22"x34" SCALE: 2" = 1'-0"11"x17" SCALE: 1" = 1'-0" 1MW ANTENNA ATTACHMENT 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0" NOT USED 23SECTION @ NEW KICKER 22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0" STRUCTURAL DETAILS S-3.0 5KICKER ENLARGED PLAN 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0" Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 S u r vey ing En gineer in g Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9-1- 1 POLICE ·FIRE ·MEDICAL 9 · 1 · 1 YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 2-09-21 EJV GJS MOUNT PIPE PL1/4"x3"x0'-6" w/(2)5/8"Ø BOLTS, ORIENT LONG SIDE IN LINE WITH MOUNT PIPE. (E)2x2x1/4 ANGLE HANDRAIL POST 3/16 MOUNT PIPE 1/2"Ø ANVIL U-BOLTS, TYP. 1/2" L3x3x1/4 w/(1)5/8"Ø BOLT EACH END L3x3x1/4, 6" LONG w/(1)M20 BOLT MAGLOGIX MAGNAHOIST MXL-2200 LIFTING MAGNET 1 3/4"\A1;1 3/4"5 3/4"\A1;5 3/4"1 3/4" \A1;1 3/4"1 1/8"\A1;1 1/8"1 1/8"\A1;1 1/8"1 7/8"\A1;1 7/8"1"\A1;1"1 7/8"MAGNET, TYP. WELDED PLATE CONFIGURATION, SEE ELEVATION 1/2" \A1;1/2"5 3/4" 2 S-3.1 PL1/2"x5"SQ (1)5/8"Ø BOLT MAGLOGIX MAGNAHOIST MXL-2200 LIFTING MAGNET (E)TANK KICKER PL1/2"x7"x1'-3" w/(4)M20 BOLTS, (1)TO EACH MAGNER 3/16 KICKER, SEE ELEVATION PL1/4"x4"x0'-6" (1)5/8"Ø BOLT MW MAST PIPE 3/16 4MAST PIPE ATTACHMENT 22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0" 1MAGNET ATTACHMENT 22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0"2MAGNET LAYOUT @ KICKER 22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0" 6MAGNET ATTACHMENT @ KICKER 22"x34" SCALE: 3" = 1'-0"11"x17" SCALE: 1 1/2" = 1'-0" STRUCTURAL DETAILS S-3.1 5KICKER ATTACHMENT 22"x34" SCALE: 6" = 1'-0"11"x17" SCALE: 3" = 1'-0" Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 S u r vey ing En gineer in g Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9-1- 1 POLICE ·FIRE ·MEDICAL 9 · 1 · 1 YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 2-09-21 EJV GJS 1.GENERAL1.1.ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONALBUILDING CODE. REFERENCE TO OTHER STANDARDS OR CODESSHALL MEAN THE LATEST STANDARD OR CODE ADOPTED &PUBLISHED.1.2.DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY.FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILARTO THOSE SHOWN.1.3.EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURESARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTINGCONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK.NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCEAND/OR DISCREPANCIES THAT MIGHT EXIST.1.4.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING,SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR.1.5.COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITHARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & CIVIL.NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION.1.6.COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES &LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING &ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ONTHE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICALDRAWINGS.1.7.FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.1.8.REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THESTRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OFTHE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORESUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTORREMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONSASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEYPERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED INTHE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLEFOR MEANS, METHODS, TECHNIQUES, SEQUENCES, ANDPROCEDURES OF CONSTRUCTION.1.9.STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED ASSHOP DRAWINGS. CONTRACTOR & THEIR SUBCONTRACTORS SHALLPREPARE ORIGINAL SHOP DRAWINGS.1.10.CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORESUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROMDESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANYDISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURALDRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS.1.11.COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALLAPPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZINGSYSTEMS, LIGHT GAUGE STEEL FRAMING, ORNAMENTAL GUARDRAILS,SKYLIGHTS, METAL GRATING & STAIRS SHALL BE SEALED & SIGNED BYA PROFESSIONAL ENGINEER LICENSED IN THE STATE OFWASHINGTON & SHALL BE AVAILABLE AT THE JOB SITE DURING THETIMES OF INSPECTION.1.12.RISK CATEGORY = II1.13.DESIGN GRAVITY LOADS:DEAD LOADS:SHELTER72 KBATTERY RACKSEE PLANFUEL TANKSEE PLANMW RACK1200 #GENERATORSEE PLANLIVE LOADS:SHELTER ROOF150 PSFSHELTER FLOOR200 PSFSNOW LOAD:DESIGN SNOW LOAD, Ps25 PSF1.14.WIND LOADS:ULTIMATE WIND SPEED (3 SEC. GUST), Vult97 MPHNOMINAL DESIGN WIND SPEED, Vasd 75 MPHEXPOSURE CATEGORY CINTERNAL PRESSURE COEFFICIENT, GCpi±0.181.15.SEISMIC LOADS:SEISMIC IMPORTANCE FACTOR, Ie1.00MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:(SHORT SECOND) Ss 1.290(1-SECOND PERIOD) S10.465SITE CLASSDDESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS:(SHORT SECOND) SDS0.860(1-SECOND PERIOD) SD10.596SEISMIC DESIGN CATEGORYDBASIC SEISMIC-FORCE-RESISTING SYSTEM:INTERMEDIATEPRECAST SHEAR WALLSDESIGN BASE SHEAR, V19.1 kSEISMIC RESPONSE COEFFICIENT, Cs0.22RESPONSE MODIFICATION COEFFICIENT, R4.01.16.FULL-BUILDING LATERAL ANALYSIS HAS NOT BEEN PERFORMED ONTHIS STRUCTURE AS THE ADDITIONS SHOWN IN THIS SUBMITTALPACKAGE DO NOT INCREASE THE GOVERNING LATERAL FORCES BYMORE THAN 10% AS ALLOWED BY EXCEPTION #2 PROVIDED IN THE2015 INTERNATIONAL BUILDING CODE, SECTION 1103.3.1.17.ANALYSIS PER EQUIVALENT FORCE METHOD1.18.SOIL LOADS:SOIL VALUES SHOWN BELOW ARE BASED ON INFORMATION OBTAINEDFROM THE GEOTECHNICAL REPORT PERFORMED BY ROBINSON NOBLE,PROJECT NUMBER 3458-003A DATED 09/25/2020 & TECHNICAL MEMOPROJECT NUMBER 3458-003B DATED 10/09/2020:ALLOWABLE DRILLED PIER CAPACITY (1.5' Ø)94 KBASE FRICTION0.502.FOUNDATIONS & SLAB ON GRADE2.1.THE DESIGN OF FOUNDATIONS, RETAINING WALLS & SLAB-ON-GRADEIS BASED ON THE CRITERIA ASSUMED BY THE STRUCTURALENGINEER. ALL DESIGN ASSUMPTIONS SHALL BE VERIFIED BY AGEOTECHNICAL ENGINEER REGISTERED IN THE STATE OFWASHINGTON & DESIGNATED BY THE OWNER PRIOR TO START OFTHE WORK.2.2.TOP OF FOOTING ELEVATIONS SHOWN ON STRUCTURAL DRAWINGSARE FOR ESTIMATING ONLY. FINAL BEARING ELEVATIONS FORFOOTINGS SHALL BE DETERMINED IN THE FIELD BY THEGEOTECHNICAL ENGINEER TO SATISFY ASSUMED DESIGN BEARINGVALUES.2.3.DRILL SMALL TEST HOLE IN SUBGRADE UNDER FOOTING BEARINGSTO CONFIRM BEARING CONDITIONS WHERE REQUIRED BY THEGEOTECHNICAL ENGINEER.2.4.GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/ORADEQUACY OF ALL SUBGRADES, FILLS & BACKFILLS BEFOREPLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS,BACKFILLS, ETC.2.5.SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONSPERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THEEARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OFEXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER & CLEANUP SLOUGH BEFORE & DURING CONCRETE PLACEMENT.2.6.WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NOSTEEPER THAN ONE VERTICAL TO TWO HORIZONTAL.2.7.COMPACT ALL FILL USED UNDER SLAB TO 95% OF STANDARDPROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT.2.8.ESTABLISH BENCH MARKS ON SURROUNDING STRUCTURES &PAVEMENTS PRIOR TO EXCAVATION, MONITOR VERTICAL &HORIZONTAL REGULARLY DURING EXCAVATION & CONSTRUCTION &SUBMIT WRITTEN REPORTS TO ARCHITECT & STRUCTURAL ENGINEERFOR REVIEW.2.9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY INCONNECTION WITH EARTH SLOPES CAUSED BY TRENCHING,EXCAVATION AND/OR FILL DURING CONSTRUCTION.2.10.BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 12INCHES BELOW THE TOP OF FINISH GRADE.3.REINFORCED CONCRETE3.1.ALL CONCRETE WORK SHALL CONFORM TO ACI 301, SPECIFICATIONSFOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ONACI 318-14, BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE3.2.UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMALWEIGHT & SHALL HAVE MINIMUM 28 DAY STRENGTHS AS FOLLOWS:3.3.THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLYDOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY.RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTHIS THE CONTRACTOR'S.3.4.USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS INCONCRETE IS NOT PERMITTED.3.5.HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHEREINDICATED. THE LOCATIONS OF VERTICAL CONSTRUCTION JOINTSSHALL BE APPROVED BY THE STRUCTURAL ENGINEER.CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BYMECHANICAL MEANS & CLEANED.3.6.UNLESS NOTED OTHERWISE, CHAMFER OR ROUND ALL EXPOSEDCORNERS MINIMUM 3/4". SEE ARCHITECTURAL DRAWINGS FORCHAMFER OR REVEAL REQUIREMENTS FOR ARCHITECTURALCONCRETE.3.7.DETAIL CONCRETE REINFORCEMENT & ACCESSORIES INACCORDANCE WITH THE LATEST EDITION OF ACI 315 & ACI DETAILINGMANUAL (LATEST EDITION). SUBMIT SHOP DRAWINGS FOR REVIEWSHOWING ALL FABRICATION DIMENSIONS & LOCATIONS FOR PLACINGREINFORCING STEEL & ACCESSORIES. DO NOT BEGIN FABRICATIONUNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED.3.8.DETAIL ALL CONCRETE WALLS & BEAMS ON THE SHOP DRAWINGS INELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE.3.9.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60UNLESS NOTED OTHERWISE.3.10.WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185.3.11.TIE ALL REINFORCING STEEL & EMBEDMENTS SECURELY IN PLACEPRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TOMAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIEDTOLERANCES DURING ALL CONSTRUCTION ACTIVITIES.3.12.PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE;SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICES WHEREPOSSIBLE; USE FULL TENSION SPLICE UNLESS NOTED OTHERWISE.3.13.REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETECOVER UNLESS NOTED OTHERWISE:CONCRETE AGAINST EARTH (NOT FORMED)3"FORMED CONCRETE EXPOSED TO EARTH OR WEATHER#6 THROUGH #18 BARS2"#5 BARS & SMALLER1-1/2"CONCRETE NOT EXPOSED TO EARTH OR WEATHERSLABS & WALLS1"BEAMS (STIRRUPS) & COLUMNS (TIES)1-1/2"3.14.DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESSAPPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.3.15.STEEL REINFORCEMENT TO BE WELDED SHALL CONFORM TO THEREQUIREMENTS OF ASTM A706 & THAT WELDING SHALL BE INACCORDANCE WITH AWS D1.4, STRUCTURAL WELDING CODE -REINFORCING STEEL BY AMERICAN WELDING SOCIETY FORCOMPLIANCE WITH ACI 318-14 SECTION 3.2.5.3.16.SEE CIVIL & ARCHITECTURAL DRAWINGS FOR EXTERIOR SLAB WORK &JOINTING.3.17.INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILLBE EXPOSED TO WEATHER EXCEPT IN FOOTINGS.3.18.INCLUDE WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES.3.19.THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLYDOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY.RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTHIS THE CONTRACTOR'S. RESULTS OF COMPRESSIVE STRENGTH TESTSSHALL BE AVAILABLE ON SITE FOR INSPECTOR'S REVIEW.3.20.BARS, OTHER THAN GRADE 40, SHALL BE MILL MARKED SO THAT TYPE,GRADE & YIELD STRENGTH ARE VISIBLY IDENTIFIABLE.3.21.PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS &INTERSECTIONS OF ALL GRADE BEAMS & WALLS.3.22.PROVIDE #3 @ 12" DOWELS FROM ALL ADJACENT CONCRETE GRADEBEAMS & WALLS TO INTERIOR SLABS-ON-GROUND, U.N.O.3.23.ALL REINFORCING LAP SPLICES, UNLESS OTHERWISE SHOWN, SHALLSATISFY THE FOLLOWING SCHEDULE:ALL BAR DEVELOPMENT LENGTHS, UNLESS OTHERWISE SHOWN,SHALL SATISFY THE FOLLOWING SCHEDULE:* TOP BAR SHALL BE DEFINED AS ANY HORIZONTAL BARSPLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE ISCAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLECONCRETE PLACEMENT. HORIZONTAL WALL BARS ARECONSIDERED TOP BARS.4.POST-INSTALLED REBAR & ANCHORS4.1.SPECIFIC PRODUCT, DIAMETER, AND EMBEDMENT SHALL BE SHOWNIN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITHMANUFACTURER' PRINTED INSTALLATION INSTRUCTIONS (MPII).CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVEFOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTERTO THE ENGINEER-OF-RECORD (EOR) INDICATING TRAINING HASTAKEN PLACE. REFER TO THE PROJECT BUILDING CODE AND/OREVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOADREQUIREMENTS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHERTHAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THECONTRACTOR TO THE EOR FOR REVIEW. SUBSTITUTIONS WILL ONLYBE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORTRECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATIONUNDER THE PROJECT BUILDING CODE. SUBSTITUTION REQUESTSHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THESUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENTPERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT.4.2.FOR ANCHORING INTO CONCRETE:4.2.a.MECHANICAL ANCHORS SHALL HAVE BEEN TESTED INACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKEDCONCRETE AND SEISMIC APPLICATIONS.4.2.b.ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEENTESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FORCRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGNADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRYHOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKEDCONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS. ADHESIVEANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BEINSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PERACI 318-14 17.8.2.2. INSTALLATIONS REQUIRING CERTIFIEDINSTALLERS SHALL BE INSPECTED PER ACI 318-14 17.8.2.4.4.2.c.POWER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED INACCORDANCE WITH ICC-ES AC70.5.SPECIAL INSPECTIONS5.1.STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THEREQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.5.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER.5.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCEWITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMITPROGRESS REPORTS AND INSPECTION REPORTS TO THEBUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OFRECORD.5.2.SATISFY MINIMUM INSPECTION AND QUALITY CONTROLREQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.5.3.SEE S-1.1 SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS.CONCRETE DURABILITY REQUIREMENTS PER ACI-318FOUNDATIONS28-DAY COMPRESSIVESTRENGTH (f'c)FREEZING/THAWING CLASSSULFATE CLASSPERMEABILITY CLASSCORROSION CLASSMAX AGGREGATE(IN)MAX W/CM RATIOTARGET AIR CONTENT(%)CONCRETE REINFORCEMENT LAP SPLICE LENGTH (in) GRADE 60BARSIZE#3#4#5#6#7#8#9#10#11TOPBAR *2331384667768696107OTHER182430355159667482CONCRETE REINFORCEMENT DEVELOPMENT LENGTH (in) GRADE60BARSIZE#3#4#5#6#7#8#9#10#11TOPBAR *182430355159667482OTHER141823274045515764STRUCTURALGENERAL NOTESSG-1.0Network Services, LLCSOLUTIONSMOTOROLASHEET NUMBERSUBMITTALSDATE:DRAWN BY:CHECKED BY:SITEDESCRIPTIONBYDATESHEET TITLEREVAPPROVAL STAMPwww.LDCcorp.com20210 142nd Avenue NEWoodinville, WA 98072F 425.482.2893T 425.806.1869SurveyingEngineeringPlanningWoodinville1851 Central Pl S, #101Kent, WA 98030KentT C O MM9-1-1POLICE ·FIRE ·MEDICAL9 · 1 · 1YELM WATER TANK901 RHOTON RD NWYELM, WA 985975-28-20ENSRBH PROJECT SCHEDULE OF SPECIAL INSPECTIONSMATERIAL/ACTIVITYSERVICEAPPLICABLE TO THIS PROJECTY/NEXTENTAGENTDATE COMPLETED1704.2.5 INSPECTION OF FABRICATORS1. VERIFY FABRICATION/QUALITY CONTROL PROCEDURESIN PLANT REVIEW (3)YPERIODIC1705.2 STEEL CONSTRUCTION1. FABRICATOR AND ERECTOR DOCUMENTS (VERIFY REPORTS AND CERTIFICATESAS LISTED IN AISC 360, CHAPTER N, PARAGRAPH 3.2 FOR COMPLIANCE WITHCONSTRUCTION DOCUMENTS)SUBMITTAL REVIEWYEACH SUBMITTAL2. MATERIAL VERIFICATIONS OF STRUCTURAL STEELSHOP (3) AND FIELDINSPECTIONSYPERIODIC3. EMBEDMENTS (VERIFY DIAMETER, GRADE, TYPE, LENGTH, EMBEDMENT. SEE1705.3 FOR ANCHORS)FIELD INSPECTIONYPERIODIC4. VERIFY MEMBER LOCATIONS, BRACES, STIFFENERS, AND APPLICATION OF JOINTDETAILS AT EACH CONNECTION COMPLY WITH CONSTRUCTION DOCUMENTSFIELD INSPECTIONYPERIODIC6. STRUCTURAL STEEL BOLTING:A. INSPECTION TASKS PRIOR TO BOLTING (OBSERVE OR PERFORM TASKS FOREACH BOLTED CONNECTION IN ACCORDANCE WITH QA TASKS LISTED IN AISC360, TABLE N5.6-1YOBSERVE OR PERFORM ASNOTED (4)B. INSPECTION TASKS DURING BOLTING (OBSERVE THE QA TASKS LISTED INAISC 360, TABLE N5.6-2Y1) PRETENSIONED AND SLIP-CRITICAL JOINTSYOBSERVE (4)A) TURN-OF-NUT WITH MATCHING MARKINGSYPERIODICB) DIRECT TENSION INDICATORYPERIODICC) TWIST-OFF TYPE TENSION CONTROL BOLTYPERIODICD) TURN-OF-NUT WITHOUT MATCHING MARKINGSYCONTINUOUSE) CALIBRATED WRENCHYCONTINUOUS2) SNUG-TIGHT JOINTSYPERIODICC. INSPECTION TASKS AFTER BOLTING (PERFORM TASKS FOR EACH BOLTEDCONNECTION IN ACCORDANCE WITH QA TASKS LISTED IN AISC 360, TABLEN5.6-3YPERFORM (4)1705.3 CONCRETE CONSTRUCTION1. INSPECTION OF REINFORCING STEEL INSTALLATION (SEE 1705.2.2 FOR WELDING)SHOP (3) AND FIELDINSPECTIONYPERIODIC3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVEBEEN INCREASED PER SECTION 1908.5 OR WHERE STRENGTH DESIGN IS USEDSHOP (3) AND FIELDINSPECTIONYPERIODIC4. INSPECTION OF ANCHORS AND REINFORCING STEEL POST-INSTALLED INHARDENED CONCRETE PER RESEARCH REPORTS INCLUDING VERIFICATION OFANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, HOLE CLEANINGPROCEDURES, ANCHOR SPACING, EDGE DISTANCE, CONCRETE MINIMUMTHICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUEFIELD INSPECTIONYPERIODIC OR AS REQUIREDBY THE RESEARCH REPORTISSUED BY AN APPROVEDSOURCE5. VERIFY USE OF APPROVED DESIGN MIXSHOP (3) AND FIELDINSPECTIONYPERIODIC6. FRESH CONCRETE SAMPLING, PERFORM SLUMP AND AIR CONTENT TESTS ANDDETERMINE TEMPERATURE OF CONCRETESHOP (3) AND FIELDINSPECTIONYCONTINUOUS7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPERAPPLICATION TECHNIQUESSHOP (3) AND FIELDINSPECTIONYCONTINUOUS8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE ANDTECHNIQUESSHOP (3) AND FIELDINSPECTIONYPERIODIC10. ERECTION OF PRECAST CONCRETE MEMBERSA. INSPECT IN ACCORDANCE WITH CONSTRUCTION DOCUMENTSFIELD INSPECTIONYIN ACCORDANCE WITHCONSTRUCTIONDOCUMENTSB. PERFORM INSPECTIONS OF WELDING AND BOLTING IN ACCORDANCE WITHSECTION 1705.2FIELD INSPECTIONYIN ACCORDANCE WITHSECTION 1705.212. INSPECTION OF FORMWORK FOR SHAPE, LINES, LOCATION, AND DIMENSIONSFIELD INSPECTIONYPERIODIC13. CONCRETE STRENGTH TESTING AND VERIFICATION OF COMPLIANCE WITHCONSTRUCTION DOCUMENTSFIELD TESTING AND REVIEWOF LABORATORY REPORTSYPERIODIC1705.6 SOILS1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVETHE DESIGN BEARING CAPACITYFIELD INSPECTIONYPERIODIC2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHEDPROPER MATERIALFIELD INSPECTIONYPERIODIC3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALSFIELD INSPECTIONYPERIODIC4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURINGPLACEMENT AND COMPACTION OF CONTROLLED FILLFIELD INSPECTIONYCONTINUOUS5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFYTHAT SITE HAS BEEN PREPARED PROPERLYFIELD INSPECTIONYPERIODIC1705 POST-INSTALLED ANCHORS1. PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS:A. ANCHOR DESCRIPTION, INCLUDING THE ANCHOR PRODUCT NAME, BOLTDIAMETER, AND ANCHOR LENGTHFIELD INSPECTIONYCONTINUOUSB. HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPLIANCEWITH ANSI B212.15-1994. RECORD INSTALLATION DESCRIPTION, INCLUDINGVERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH, ANDANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE) INACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATIONINSTRUCTIONSFIELD INSPECTIONYCONTINUOUSSCHEDULE OFSPECIAL INSPECTIONSSG-1.1Network Services, LLCSOLUTIONSMOTOROLASHEET NUMBERSUBMITTALSDATE:DRAWN BY:CHECKED BY:SITEDESCRIPTIONBYDATESHEET TITLEREVAPPROVAL STAMPwww.LDCcorp.com20210 142nd Avenue NEWoodinville, WA 98072F 425.482.2893T 425.806.1869SurveyingEngineeringPlanningWoodinville1851 Central Pl S, #101Kent, WA 98030KentT C O MM9-1-1POLICE ·FIRE ·MEDICAL9 · 1 · 1YELM WATER TANK901 RHOTON RD NWYELM, WA 985975-28-20ENSRBH 3'-2 3/8"1'-9"3'-3 1/8"1'-9"3'-2"1'-9"REFERENCE PLAN NOTES:1.DO NOT SCALE FROM PLANS. PLANS ARE FORREFERENCE ONLY.2.SEE ARCHITECTURAL DRAWINGS FOR EXACTPLACEMENT OF RACKS AND BATTERIESWITHIN EQUIPMENT SHELTER.3.RF RACK ANCHORAGE BY OTHERS.BATTERY RACK,SEE ARCH4S-3.0500 GAL FUELTANK, SEEARCHGENERATOR,SEEARCHRF RACK,SEE ARCH24' MSBTHERMOBONDSHELTER11'-8"24'-0"(E)WATERTANKSTAIRS, SEE ARCH9"7'-5"7'-8"7'-5"9"4S-2.12S-2.13S-2.1CORNERPLATETIEPLATETIEPLATECORNERPLATESTRUCTURALPLANSG-2.01STRUCTURAL REFERNCE PLAN22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"Network Services, LLCSOLUTIONSMOTOROLASHEET NUMBERSUBMITTALSDATE:DRAWN BY:CHECKED BY:SITEDESCRIPTIONBYDATESHEET TITLEREVAPPROVAL STAMPwww.LDCcorp.com20210 142nd Avenue NEWoodinville, WA 98072F 425.482.2893T 425.806.1869SurveyingEngineeringPlanningWoodinville1851 Central Pl S, #101Kent, WA 98030KentT C O MM9-1-1POLICE ·FIRE ·MEDICAL9 · 1 · 1YELM WATER TANK901 RHOTON RD NWYELM, WA 985975-28-20ENSRBH 6S-4.0NATIVE SOIL-17'-0"CONTRACTOR NOTES:1.CASING SHALL BE USED DURING PIERINSTALLATION.2.CASING SHALL BE CAREFULLY REMOVED ASCONCRETE IS POURED.3.CONTINUOUS STRUCTURAL OBSERVATIONAND INSPECTION IS REQUIRED DURINGCONSTRUCTION OF THE PIERS.4.DEPTH IS FOR ESTIMATING PURPOSES ONLY,ACTUAL DEPTH MAY DEPEND ON SITECONDITIONS5'-0" INTO NATIVE SOIL SOIL GRADE0'-0"T/PILE CAP2'-0"B/DRILLED PIER-22'-0"5S-3.0AB211'-9"8'-2"1'-9"1'-9"5'-6"1'-9" 9'-0"11'-8"6S-3.0A122'-0"2'-0"2'-0"8'-0"2'-0" 12'-0"4'-0"31AB1'-9"8'-2"1'-9"1'-9"10'-3"10'-3"1'-9"2S-3.0211'-8"24'-0"1TYPICAL CONCRETE PIER SECTION22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"5FUEL TANK PILE CAP PLAN22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"2GENERATOR PILE CAP PLAN22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"3SHELTER PILE CAP PLAN22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"STRUCTURALPLANSG-2.1Network Services, LLCSOLUTIONSMOTOROLASHEET NUMBERSUBMITTALSDATE:DRAWN BY:CHECKED BY:SITEDESCRIPTIONBYDATESHEET TITLEREVAPPROVAL STAMPwww.LDCcorp.com20210 142nd Avenue NEWoodinville, WA 98072F 425.482.2893T 425.806.1869SurveyingEngineeringPlanningWoodinville1851 Central Pl S, #101Kent, WA 98030KentT C O MM9-1-1POLICE ·FIRE ·MEDICAL9 · 1 · 1YELM WATER TANK901 RHOTON RD NWYELM, WA 985975-28-20ENSRBH 3" CLR 2" CLR GENERATOR, SEE ARCH,w/(8)1/2"Ø SIMPSONSTRONG-TIE STRONG BOLT 2EXPANSION ANCHORS w/2-3/4"EMBEDMENTGENERATOR(MAX 2697#)SEE PLAN3" CLR3" CLR4'-9 1/2" MAX3'-0" 2'-0" 6"FINISHED GRADE, SEEGRADING PLAN.(12)#5 T&B, EVENLYSPACED (24 TOTAL)STD HOOKS INTO PILECAP, MATCH SIZE ANDSPACING OF PIER#5 @ 9" o.c.TRANSVERSE T&B~~BATTERY RACK,SEE PLAN7'-0" MAX(4)5/8"Ø F1554 Gr36 ANCHOR RODw/SIMPSON STRONG-TIE SET-3GADHESIVE w/4" MIN EMBEDMENT1'-3" MINBATTERY RACK(MAX 2100#)(E)6-3/4" F'c=5000psiSHELTER FLOORFINISHED GRADE,SEE CIVILPREFABRICATEDSHELTER PERMANUFACTURER.1'-0"2'-0" MAX.COORDw/ ARCH NEW FOUNDATION SLAB, SEEPLAN FOR TYPICAL SIZE &REINFORCEMENTBUILDING ATTACHMENTTO FOUNDATION. SEE1/S-3.16"1(6)#6LONGITUDINALBARS T&B,EVENLY SPACED(12 TOTAL)SLABREINFORCEMENTw/90 DEG HOOK1'-6"CONCRETE PIER, SEEPLAN & ELEVATION.#3 CIRCULAR TIES @12" o.c. VERTICAL(4)#6 LONGITUDINALBARS, EQUALLY SPACED.CONTRACTOR NOTE:CONSECUTIVE TIES SHALL BEALTERNATED END FOR ENDALONG THE LONGITUDINALREINFORCEMENT SUCH THATNO TWO ADJACENT TIESHOOK THE SAMELONGITUDINAL BARS.3"CLR. MIN.500GAL PROPANE TANKw/(4)5/8"Ø SIMPSONSTRONG-TIE STRONG-BOLT 2w/4-1/8" EMBEDMENTFINISHED GRADE, SEEGRADING PLAN.2'-0"3'-0"SEE PLAN3" CLR3" CLR(5)#5 T&B, EVENLYSPACED (10 TOTAL)4'-0" MAX2'-3 3/8" VIF(2'-2" MIN)6"2" CLR STD HOOKS INTO PILECAP, MATCH SIZE ANDSPACING OF PIER2"#5 @ 9" o.c.TRANSVERSE T&B~4GENERATOR PILE CAP & ANCHORAGE22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"1BATTERY RACK ANCHORAGE22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"2SHELTER PILE CAP DETAIL22"x34" SCALE: 1 1/2" = 1'-0"11"x17" SCALE: 3/4" = 1'-0"6FUEL TANK PILE CAP & ANCHORAGE22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"3CONCRETE PIER CROSS SECTION22"x34" SCALE: 3" = 1'-0"11"x17" SCALE: 1 1/2" = 1'-0"STRUCTURALDETAILSSG-3.0Network Services, LLCSOLUTIONSMOTOROLASHEET NUMBERSUBMITTALSDATE:DRAWN BY:CHECKED BY:SITEDESCRIPTIONBYDATESHEET TITLEREVAPPROVAL STAMPwww.LDCcorp.com20210 142nd Avenue NEWoodinville, WA 98072F 425.482.2893T 425.806.1869SurveyingEngineeringPlanningWoodinville1851 Central Pl S, #101Kent, WA 98030KentT C O MM9-1-1POLICE ·FIRE ·MEDICAL9 · 1 · 1YELM WATER TANK901 RHOTON RD NWYELM, WA 985975-28-20ENSRBH PROPANE TANK SPECIFICATIONS M-1.0 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 9'-11" NO SMOKING 3 1.ALL SIGNS SHALL BE UV-RESISTANT FOR OUTDOOR USE. 2.ALL SIGNS SHALL HAVE A MINIMUM 5-YEAR GUARANTEE WITHOUT SHOWING ANY SIGNS OF FADING OR DEGRADATION. 3.ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE-DRILLED HOLES AND WEATHER PROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING. 4.ALL SIGNS SHALL BE PROVIDED PER THERE SPECIFIED DUE TO SIZE RESTRAINTS OR LANDLORD DEMANDS. 5.MATERIAL: 8-1/2"x11" 60 MIL THICK WHITE PLASTIC. 6.COLOR & LETTERING: PER OSHA 1910.145: REGULATIONS OF ACCIDENT PREVENTION SIGNS AND TAGS. 7.MOUNTING: SIGN SHOULD BE PLACED ON FUEL TANK. 8.CONTRACTOR TO PROVIDE SIGN PER TCOMM911 STANDARDS. SIGNAGE NOTES 500 GAL LIQUID PROPANE TANK SPECIFICATIONS MODEL: 1000 GALLON LIQUID PROPANE DIMENSIONS: 15'-10" X 3'-5"Ø WEIGHT: 1800.0 LBS (UNIT ONLY) 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" =1 '-0" 3'-1"Ø3'-8"6"PROPOSED 5'-0" WIDE NO SPARK ZONE PROPANE 024 2TANK FILLER VALVE WITH MANUAL SHUTOFF DETAIL 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" =1 '-0" 1TANK SIGNAGE AND NOTES 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" =1 '-0" NFPA 58 LIQUEFIED PETROLEUM GAS CODE (2017) EDITION 6.28.3 WHERE CONTAINERS FOR STATIONARY ENGINES HAVE A FILL VALVE WITH AN INTEGRAL MANUAL SHUTOFF VALVE, THE MINIMUM SEPARATION DISTANCES SHALL BE ONE-HALF OF THE DISTANCES SPECIFIED IN SECTION 6.4. THIS PROVISION, APPEARING IN THE 2011 EDITION OF NFPA 58 AND THEREAFTER, ALLOWS FOR A 50% REDUCTION IN CLEARANCE DISTANCES LISTED IN SECTION 6.4 IF THE APPROPRIATE HARDWARE IS INSTALLED ON THE CONTAINER AS DESCRIBED IN 6.28.3. A FILL VALVE WITH AN INTEGRAL MANUAL SHUTOFF VALVE IS COMMONLY AVAILABLE INCLUDING: ·REGO MODELS 7501L AND 7502L NEW LOW EMISSION FILLER VALVE WITH MANUAL SHUTOFF VALVES REGO L7501L OR 7502L (OR EQUAL). LOW EMISSION 2 CC OR LESS AT DISCONNECT. MEETS NFPA 58 AND UL REQUIREMENTS. DOUBLE BACK CHECK PROVIDES ADDED SYSTEM PROTECTION. CHECKS ARE SPRING ACTIVATED FOR QUICK PRECISE CLOSURE WHEN FLOW STOPS. MANUAL SHUTOFF VALVE IS DESIGNED TO PROVIDE ADDITIONAL SYSTEM PROTECTION WHEN DISCONNECTING HOSE END VALVE FROM FILLER VALVE. HOSE END VALVE CANNOT BE REMOVED FROM THE 7501L OR 7502L IF THE LEVER IS IN THE OPEN POSITION. WHEN MANUAL SHUTOFF VALVE IS CLOSED, AN INTEGRAL BACK CHECK PREVENTS LIQUID FROM BEING TRAPPED BETWEEN THE SHUTOFF AND THE UPPER CHECK. CODE REFERENCE PLAN VIEW ELEVATION VIEW NEW LOW EMISSION FILLER VALVE WITH MANUAL SHUTOFF FEATURE 150 KW LIQUID PROPANE GENERATOR SPECIFICATIONS 22"X34" SCALE: N.T.S.11"X17" SCALE: N.T.S. GENERATOR SPECIFICATIONS M-1.1 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 2LIQUID PROPANE GENERATOR SIGNAGE 22"X34" SCALE: N.T.S.11"X17" SCALE: N.T.S. NO SMOKING PROPANE 024 1.ALL SIGNS SHALL BE UV-RESISTANT FOR OUTDOOR USE. 2.ALL SIGNS SHALL HAVE A MINIMUM 5-YEAR GUARANTEE WITHOUT SHOWING ANY SIGNS OF FADING OR DEGRADATION. 3.ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE-DRILLED HOLES AND WEATHER PROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING. 4.ALL SIGNS SHALL BE PROVIDED PER THERE SPECIFIED DUE TO SIZE RESTRAINTS OR LANDLORD DEMANDS. 5.MATERIAL: 8-1/2"x11" 60 MIL THICK WHITE PLASTIC. 6.COLOR & LETTERING: PER OSHA 1910.145: REGULATIONS OF ACCIDENT PREVENTION SIGNS AND TAGS. 7.MOUNTING: SIGN SHOULD BE PLACED ON FUEL TANK. 8.CONTRACTOR TO PROVIDE SIGN PER TCOMM911 STANDARDS. SIGNAGE NOTES 1'-0" 2'-0" 4"3'-0"4'-0"JURISDICTION MAY REQUIRE DIRECTIONAL BORING OF TRENCH FOR CONDUITS - CONSULT WITH JURISDICTION. 4" SCH 40 PVC ELECTRICAL CONDUIT SAND FILL COMPACTED FILL PER UTILITY CO REQ UNEXCAVATED AREA TRENCHEXCAVATION/MAGNETIC WARNING TAPE MATCH EXISTING SURFACE 1ELEC TRENCH 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4 = 1'-0" 2ELECTRICAL SITE PLAN 22"x34" SCALE: 1/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" ELECTRICAL SITE PLAN E-1.0 PROPOSED QUANTITIES POWER LENGTH: TBD FIBER/TELCO LENGTH:TBD ROAD LENGTH:TBD UNDERGROUND: OVERHEAD:TBD NEED UCR TO FINALIZE THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UTILITIES INDICATED ON THE PLANS IS NOT REPRESENTED AS BEING ACCURATE, SUFFICIENT OR COMPLETE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES, INCLUDING THE SERVICE CONNECTIONS TO UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILITIES AND THE WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT WHERE REQUIRED. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION. THE ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED. ANY SUCH MAINS AND SERVICES SHALL BE RESTORED TO SERVICE AT ONCE AND PAID FOR BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. NOTE: Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK PROPOSED TCOMM911 500 GAL LP TANK ANCHORED TO RAISED CONCRETE SLAB ABOVE FLOOD PLANE. PROPOSED TCOMM911 ELECTRICAL SERVICE ORIGINATING FROM AN EXISTING 480Y/277, PSE XFRM (559640/147526) AND CONTINUING VIA BURIED CONDUIT WITHIN UNDERGROUND TRENCH TO TCOMM911 EQUIPMENT SHELTER (WITH POSSIBLE 25KVA STEP-DOWN TRANSFORMER LOCATED WITHIN SHELTER) DELIVERING 200A, 120/240 1PH, SERVICE TO DISCONNECT AND DISTRIBUTION PROPOSED TCOMM911 50kW GASEOUS (LIQUID PROPANE FUELED) GENERAC STANDBY GENERATOR ANCHORED TO 5'x10' CONCRETE PAD PROPOSED TCOMM911 11'-8"X24' MOTOROLA MSB EQUIPMENT SHELTER ANCHORED TO CONCRETE SLAB OVER STEM WALL FOUNDATION ELEVATED 24" ABOVE GRADE (COMPLIANT WITH FEMA FLOOD PLAIN REQUIREMENTS) 4" DIA. SCH 40 PVC CONDUIT FOR POWER (ROUTING & DEMARC LOCATION TO BE VERIFIED BY LOCAL UTILITY COMPANY) 200A METER (METER BASE FURNISHED BY UTILITY COMPANY AND INSTALLED BY CONTRACTOR. INSTALL ON SHELTER WALL) SERVICE DISCONNECT, 120/240V, 200A, (PROVIDED WITH SHELTER MOUNTED ON EXTERIOR) #2 AWG BARE TINNED COPPER GROUNDING CONDUCTOR TO GROUND RING (FURNISHED AND INSTALLED BY CONTRACTOR) GENERATOR SERVICE CONDUITS: 1.PROVIDE 2-1/2" PVC CONDUIT FOR GENERATOR POWER SERVICE - WIRING PROVIDED BY CONTRACTOR. 2.PROVIDE 3/4" PVC CONDUIT FOR CONTROL - AWG WIRING PROVIDED BY CONTRACTOR. INCLUDE REMOTE SHUTDOWN CONTROL WIRING AND ASSOCIATED CONTROLS PER REQUIREMENTS OF NFPA 37. 3.PROVIDE AND INSTALL 3/4" PVC AND AWG WIRING SUBFEED FOR ANCILLARY CIRCUITS TO SHELTER PANEL. 4.COORDINATE LOCATION OF GENERATOR POWER AND CONTROL WITH EQUIPMENT INSTALLATION CONTRACTOR. 5.ALL ELECTRIC SERVICE AND CONDUITS TO BE TGS ABOVE GROUND LEVEL. WARNING TAPE SHELTER FLOOR SHELTER WALL PROVIDE CONNECTION TO SHELTER DISCONNECT. CONTRACTOR SHALL REESTABLISH NEUTRAL TO GROUND BOND AT SERVICE DISCONNECT PRECAST OPENING TO ALLOW DIRECT ACCESS TO SHELTER DISCONNECT BREAKER - SEAL WEATHERTIGHT 5/8" x 10'-0" GROUND ROD24"ELECTRIC SERVICE NOTES: 1.ALL ELECTRICAL EQUIPMENT INSTALLED IN CONFORMANCE WITH NFPA 70 (2017 NEC), THE RESPECTIVE EQUIPMENT MANUFACTURER'S DIRECTIONS AND ALL OTHER APPLICABLE LOCAL CODES, LAWS, ORDINANCES AND REQUIREMENTS IN FORCE. ANY INSTALLATION WHICH VOID THE U.L. LISTING (OR OTHER THIRD PARTY LISTING) AND/0R THE MANUFACTURER'S WARRANTY OF A DEVICE SHALL NOT BE PERMITTED. 2.COORDINATE ELECTRIC SERVICE WITH LOCAL POWER UTILITY COMPANY. COORDINATE WITH UTILITY FOR METER TYPE AND CONNECTION. 3.ALL CONDUIT SEALED WATERTIGHT UNTIL FINAL TERMINATION'S ARE MADE. 4.PROVIDE PULL CORD IN ALL CONDUITS. SECURE AT EACH END. 5.ADJUST DEPTH OF CONDUITS TO PASS ABOVE GROUNDING SYSTEM. 6.PROVIDE 18 INCH (MIN.) RADIUS ELBOWS FOR ALL BENDS. 7.PROVIDE PHENOLIC ENGRAVED NAMEPLATES AT THE SERVICE DISCONNECT LABELED; "SERVICE DISCONNECT", & "NOTE ENGINE GENERATOR NEUTRAL IS ALSO BONDED TO GROUND AT THE SERVICE DISCONNECT". PROVIDE ADDITIONAL NAMEPLATES NOTING TYPE AND LOCATION OF STANDBY POWER SOURCE. SERVICE ENTRANCE CONDUCTORS (3) 3/0 + (1) #4 GND IN 4" SCHEDULE 40 PVC CONDUIT (FURNISHED AND INSTALLED BY CONTRACTOR) (3) 3/0 CONDUCTORS + (1) #4 GND FROM TRANSFORMER TO METER #2 AWG BARE TINNED COPPER CONDUCTOR (CONTRACTOR TO PROVIDE AND CONNECT TO GROUNDING ELECTRODE SYSTEM) GROUND RING SERVICE DISCONNECT, 200A, 22 KA INTERRUPTING CAPACITY 120/240V, 2-POLE, CIRCUIT BREAKER IN NEMA 3R ENCLOSURE. (PROVIDED WITH SHELTER MOUNTED ON EXTERIOR) 200A METER (METER BASE FURNISHED BY UTILITY COMPANY AND INSTALLED BY CONTRACTOR. INSTALL ON SHELTER WALL)CONTRACTOR TO REFER TO SITE SPECIFIC SHELTER DRAWINGS BY THERMOBOND BUILDINGS FOR ELECTRICAL WIRING BEYOND EQUIPMENT SHELTER DISCONNECT ELECTRICAL SERVICE DETAILS E-2.0 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1ELECTRICAL SERVICE INSTALLATION DETAILS 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2ELECTRICAL ONE-LINE DIAGRAM SCHEMATIC GROUNDING PLAN E-3.0 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK GENERAL GROUNDING NOTES 122"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. 1.GROUNDING SHALL CONFORM WITH THE 2017 MOTOROLA R-56 STANDARD LATEST VERSION AND PER FEDERAL, STATE AND LOCAL CODES. IN THE EVENT OF A CONFLICT, MEET THE MOST STRINGENT REQUIREMENT. 2.ALL GROUND CONDUCTORS PAST METER SHALL BE #2 AWG SOLID BARE TINNED COPPER. MINIMUM BEND RADIUS FOR CONDUCTOR SHALL BE 8 INCHES. 3.CONTRACTOR SHALL ADD ADDITIONAL RODS AND CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO ACHIEVE LESS THAN 10 OHMS RESISTANCE TO GROUND. REFER TO MOTOROLA R-56 STANDARD FOR TESTING PROCEDURES. 4.MAINTAIN 2'-0" (TOWER) AND 3'-0" (SHELTER) BETWEEN GROUND RINGS AND FOUNDATIONS. 5.ALL GROUNDING INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY ANY JURISDICTION HAVING INSPECTION & APPROVAL AUTHORITY (IF REQUIRED), MOTOROLA, AND TCOMM911 BEFORE PLACING ANY BACKFILL. 6.ALL GROUNDING SPLICES AND CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS (CADWELD OR EQUIVALENT). COAT ALL WELDS WITH A ZINC RICH PAINT. 7.PROVIDE GROUNDING CONDUCTOR FROM EACH ICE BRIDGE SUPPORT POST TO NEAREST EXTERNAL GROUND RING. 8.INSTALL GROUNDING CONDUCTOR(S) FROM THE GROUND BAR AT BOTTOM OF TOWER TO UPPER ANTENNA GROUND BAR(S). VERIFY EXACT LOCATION OF GROUNDING BARS AND PROPER CONDUCTOR LENGTH & SIZE. EXOTHEMICALLY WELD GROUNDING CONDUCTOR (LENGTH AS REQUIRED TO THE GROUND BARS. COORDINATE LOCATION WITH MOTOROLA REPRESENTATIVE. 9.ALL GROUND CABLE IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4" PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. 10.GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO-HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS & BETTS #32207 OR APPROVED EQUAL. 11.THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE WHEN THE GROUND RING IS INSTALLED SO THAT THE REPRESENTATIVE CAN INSPECT GROUND RING BEFORE IT IS CONCEALED. 12.SEE G-1.0 FOR GENERAL GROUNDING NOTES. SCHEMATIC GROUNDING PLAN (OPTION 1) THE GROUNDING SYSTEM OPTIONS PRESENTED ARE CONSERVATIVE CALCULATIONS BASED ON THE SOIL RESISTIVITY DATA PROVIDED BY ROBINSON NOBLE, INC. OPTION 3 DESIGN WILL PROVIDE A STABLE, LOW RESISTANCE SYSTEM THAT WILL BE UNSUSCEPTIBLE TO ENVIRONMENTAL VARIABLES, SUCH AS CHANGES IN TEMPERATURE AND PRECIPITATION, AND MAY IMPROVE WITH TIME. NUMBER OF ELECTRODES ELECTRODE MODEL TYPE AND SIZE OF GRID PLACEMENT OF ELECTRODES CALCULATED EARTH RESISTANCE LYNCOLE GROUNDING NOTES 9 3/4" X 10' COPPER CLAD GROUND ROD COUNTERPOISE 18' X 30' AS ILLUSTRATED DRAWING 1 < 117 OHMS NOTE: LYNCOLE RECOMMENDS ENCASING THE BURIED BARE COPPER CONDUCTORS IN LYNCONITE II® TO PROTECT THEN FROM CORROSION AND ENHANCE THEIR CONDUCTION TO THE SURROUNDING SOIL. 25 3/4" X 10' COPPER CLAD GROUND ROD COUNTERPOISE 18' X30' & WATER TANK GROUNDING RING AS ILLUSTRATED DRAWING 2 < 35 OHMS 20 3/4" X 10' COPPER CLAD GROUND ROD AS ILLUSTRATED DRAWING 3 < 10 OHMS 5 K2-4-40CS XIT ELECTRODE COUNTERPOISE 18' X30' & WATER TANK GROUNDING RING SCHEMATIC GROUNDING PLAN E-3.1 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK GENERAL GROUNDING NOTES 122"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. 1.GROUNDING SHALL CONFORM WITH THE 2017 MOTOROLA R-56 STANDARD LATEST VERSION AND PER FEDERAL, STATE AND LOCAL CODES. IN THE EVENT OF A CONFLICT, MEET THE MOST STRINGENT REQUIREMENT. 2.ALL GROUND CONDUCTORS PAST METER SHALL BE #2 AWG SOLID BARE TINNED COPPER. MINIMUM BEND RADIUS FOR CONDUCTOR SHALL BE 8 INCHES. 3.CONTRACTOR SHALL ADD ADDITIONAL RODS AND CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO ACHIEVE LESS THAN 10 OHMS RESISTANCE TO GROUND. REFER TO MOTOROLA R-56 STANDARD FOR TESTING PROCEDURES. 4.MAINTAIN 2'-0" (TOWER) AND 3'-0" (SHELTER) BETWEEN GROUND RINGS AND FOUNDATIONS. 5.ALL GROUNDING INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY ANY JURISDICTION HAVING INSPECTION & APPROVAL AUTHORITY (IF REQUIRED), MOTOROLA, AND TCOMM911 BEFORE PLACING ANY BACKFILL. 6.ALL GROUNDING SPLICES AND CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS (CADWELD OR EQUIVALENT). COAT ALL WELDS WITH A ZINC RICH PAINT. 7.PROVIDE GROUNDING CONDUCTOR FROM EACH ICE BRIDGE SUPPORT POST TO NEAREST EXTERNAL GROUND RING. 8.INSTALL GROUNDING CONDUCTOR(S) FROM THE GROUND BAR AT BOTTOM OF TOWER TO UPPER ANTENNA GROUND BAR(S). VERIFY EXACT LOCATION OF GROUNDING BARS AND PROPER CONDUCTOR LENGTH & SIZE. EXOTHEMICALLY WELD GROUNDING CONDUCTOR (LENGTH AS REQUIRED TO THE GROUND BARS. COORDINATE LOCATION WITH MOTOROLA REPRESENTATIVE. 9.ALL GROUND CABLE IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4" PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. 10.GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO-HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS & BETTS #32207 OR APPROVED EQUAL. 11.THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE WHEN THE GROUND RING IS INSTALLED SO THAT THE REPRESENTATIVE CAN INSPECT GROUND RING BEFORE IT IS CONCEALED. 12.SEE G-1.0 FOR GENERAL GROUNDING NOTES. SCHEMATIC GROUNDING PLAN (OPTION 2) THE GROUNDING SYSTEM OPTIONS PRESENTED ARE CONSERVATIVE CALCULATIONS BASED ON THE SOIL RESISTIVITY DATA PROVIDED BY ROBINSON NOBLE, INC. OPTION 3 DESIGN WILL PROVIDE A STABLE, LOW RESISTANCE SYSTEM THAT WILL BE UNSUSCEPTIBLE TO ENVIRONMENTAL VARIABLES, SUCH AS CHANGES IN TEMPERATURE AND PRECIPITATION, AND MAY IMPROVE WITH TIME. NUMBER OF ELECTRODES ELECTRODE MODEL TYPE AND SIZE OF GRID PLACEMENT OF ELECTRODES CALCULATED EARTH RESISTANCE LYNCOLE GROUNDING NOTES 9 3/4" X 10' COPPER CLAD GROUND ROD COUNTERPOISE 18' X 30' AS ILLUSTRATED DRAWING 1 < 117 OHMS NOTE: LYNCOLE RECOMMENDS ENCASING THE BURIED BARE COPPER CONDUCTORS IN LYNCONITE II® TO PROTECT THEN FROM CORROSION AND ENHANCE THEIR CONDUCTION TO THE SURROUNDING SOIL. 25 3/4" X 10' COPPER CLAD GROUND ROD COUNTERPOISE 18' X30' & WATER TANK GROUNDING RING AS ILLUSTRATED DRAWING 2 < 35 OHMS 20 3/4" X 10' COPPER CLAD GROUND ROD AS ILLUSTRATED DRAWING 3 < 10 OHMS 5 K2-4-40CS XIT ELECTRODE COUNTERPOISE 18' X30' & WATER TANK GROUNDING RING SCHEMATIC GROUNDING PLAN E-3.2 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK GENERAL GROUNDING NOTES 122"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. 1.GROUNDING SHALL CONFORM WITH THE 2017 MOTOROLA R-56 STANDARD LATEST VERSION AND PER FEDERAL, STATE AND LOCAL CODES. IN THE EVENT OF A CONFLICT, MEET THE MOST STRINGENT REQUIREMENT. 2.ALL GROUND CONDUCTORS PAST METER SHALL BE #2 AWG SOLID BARE TINNED COPPER. MINIMUM BEND RADIUS FOR CONDUCTOR SHALL BE 8 INCHES. 3.CONTRACTOR SHALL ADD ADDITIONAL RODS AND CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO ACHIEVE LESS THAN 10 OHMS RESISTANCE TO GROUND. REFER TO MOTOROLA R-56 STANDARD FOR TESTING PROCEDURES. 4.MAINTAIN 2'-0" (TOWER) AND 3'-0" (SHELTER) BETWEEN GROUND RINGS AND FOUNDATIONS. 5.ALL GROUNDING INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY ANY JURISDICTION HAVING INSPECTION & APPROVAL AUTHORITY (IF REQUIRED), MOTOROLA, AND TCOMM911 BEFORE PLACING ANY BACKFILL. 6.ALL GROUNDING SPLICES AND CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS (CADWELD OR EQUIVALENT). COAT ALL WELDS WITH A ZINC RICH PAINT. 7.PROVIDE GROUNDING CONDUCTOR FROM EACH ICE BRIDGE SUPPORT POST TO NEAREST EXTERNAL GROUND RING. 8.INSTALL GROUNDING CONDUCTOR(S) FROM THE GROUND BAR AT BOTTOM OF TOWER TO UPPER ANTENNA GROUND BAR(S). VERIFY EXACT LOCATION OF GROUNDING BARS AND PROPER CONDUCTOR LENGTH & SIZE. EXOTHEMICALLY WELD GROUNDING CONDUCTOR (LENGTH AS REQUIRED TO THE GROUND BARS. COORDINATE LOCATION WITH MOTOROLA REPRESENTATIVE. 9.ALL GROUND CABLE IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4" PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. 10.GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO-HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS & BETTS #32207 OR APPROVED EQUAL. 11.THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE WHEN THE GROUND RING IS INSTALLED SO THAT THE REPRESENTATIVE CAN INSPECT GROUND RING BEFORE IT IS CONCEALED. 12.SEE G-1.0 FOR GENERAL GROUNDING NOTES. SCHEMATIC GROUNDING PLAN (OPTION 3) THE GROUNDING SYSTEM OPTIONS PRESENTED ARE CONSERVATIVE CALCULATIONS BASED ON THE SOIL RESISTIVITY DATA PROVIDED BY ROBINSON NOBLE, INC. OPTION 3 DESIGN WILL PROVIDE A STABLE, LOW RESISTANCE SYSTEM THAT WILL BE UNSUSCEPTIBLE TO ENVIRONMENTAL VARIABLES, SUCH AS CHANGES IN TEMPERATURE AND PRECIPITATION, AND MAY IMPROVE WITH TIME. NUMBER OF ELECTRODES ELECTRODE MODEL TYPE AND SIZE OF GRID PLACEMENT OF ELECTRODES CALCULATED EARTH RESISTANCE LYNCOLE GROUNDING NOTES 9 3/4" X 10' COPPER CLAD GROUND ROD COUNTERPOISE 18' X 30' AS ILLUSTRATED DRAWING 1 < 117 OHMS NOTE: LYNCOLE RECOMMENDS ENCASING THE BURIED BARE COPPER CONDUCTORS IN LYNCONITE II® TO PROTECT THEN FROM CORROSION AND ENHANCE THEIR CONDUCTION TO THE SURROUNDING SOIL. 25 3/4" X 10' COPPER CLAD GROUND ROD COUNTERPOISE 18' X30' & WATER TANK GROUNDING RING AS ILLUSTRATED DRAWING 2 < 35 OHMS 20 3/4" X 10' COPPER CLAD GROUND ROD AS ILLUSTRATED DRAWING 3 < 10 OHMS 5 K2-4-40CS XIT ELECTRODE COUNTERPOISE 18' X30' & WATER TANK GROUNDING RING GROUNDING DETAILS E-3.3 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 122"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. GROUNDING DETAILS WEATHERPROOFING KIT (TYP) STANDARD GROUND KIT (TYP) SEE NOTE. #6 AWG ANTENNA GROUND BAR, SIMILAR TO K16-057. MOUNT GROUND BAR NEAR TOP OF SELF SUPPORT TOWER, OR WAVEGUIDE LADDER JUMPER REQUIRED ONLY FOR 1-5/8"Ø COAX OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 RX2 TX1/RX1 TO ANTENNAS ANTENNA CABLE TO BTS EQUIPMENT (TYP) #2 AWG STRANDED INSULATED BONDED TO SELF SUPPORT TOWER 4 E-2.0 8'-0"GROUND ROD GROUNDING ELECTRODE CONDUCTOR GROUND ROD CAD WELD FINISHED GRADE 36"TOP OF GRADE 30" MIM(OR FROST DEPTH)COVER 5/8" GROUND ROD METAL FRAME WITH SOLID LID ENGRAVED WITH "GROUND" ON LID OF COVER WITH 1"Ø LIFT HOLE AT CENTER OF COVER PERIMETER GROUND RING #2 BARE TINNED COPPER LOOPED IN TEST WELL GROUND WELL 12"Ø X 24" LONG CONC PIPE WITH COVER (SEE BELOW) CABLE CONNECTOR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 AND 2 CABLE GROUND KIT WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE TYPICALLY 12" TO 24" 120" MAX 2 1/2" Ø MAXTWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16x1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE *TWO HOLE LUG, TO BE USED WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING RING GROUND OR MGB COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED P A N I PANI SCHEME SPECIFICATIONS: PRODUCER (P) CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT. ABSORBER (A) CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND. NON-ISOLATED (N) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (I) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB) FOR IBN EQUIPMENT *GROUND BARS AT BOTTOM OF WATERTANK SHALL USE EXOTHERMIC CONNECTION. NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4"x20"x1/4 THK COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTORGROUND ISOLATOR (TYP AT EACH GROUND BAR) #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) 20" MGB OR 10" ANTENNA AGB FIELD VERIFY 4"6GROUND WELL DETAIL 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"5GROUND ROD DETAIL 22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0"4ANTENNA GROUND DETAIL 22"x34" SCALE: 1 1/2" = 1'-0"11"x17" SCALE: 3/4" = 1'-0" 3CABLE GROUNDING DETAIL 22"x34" SCALE: 2" = 1'-0"11"x17" SCALE: 1" = 1'-0"2GROUND BAR CONNECTION 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"1GROUND BAR 22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2.GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 3.WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2.WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL. GROUNDING DETAILS E-3.4 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK AGGREGATE SURFACE FINISHED GRADE CONTINUOUS WARNING TAPE CONTINUOUS GROUND RING. SIZED PER GROUNDING DETAIL COMPACTED EARTH BACKFILL 6" MIN.30" OR 6"BELOW FROST DEPTHWHICHEVER IS GREATER12"6"TYPE GTTYPE VV TYPE GY TYPE VS TYPE TA TYPE VN TYPE GL TYPE PT TYPE GR TYPE VB TYPE NC TYPE SS ANTENNA TYP TINNED COPPER GROUND BAR MOUNTED DIRECTLY BELOW ANTENNAS TINNED COPPER GROUND BAR MOUNTED TO MONOPOLE AT BOTTOM OF VERTICAL ANTENNA CABLE RUN TINNED COPPER GROUND BAR MOUNTED TO ANTENNA WAVEGUIDE BRIDGE POST NEAR EQUIPMENT EQUIPMENT SHELTER EQUIPMENT JUMPER CABLE ANTENNA CABLE GROUND KIT TYP ANTENNA CABLE GROUND KIT TYP ANTENNA CABLE ANTENNA CABLE GROUND KIT TYP ANTENNA JUMPER CABLE WEATHERPROOFING KIT (REFER TO NOTE 3) ANTENNA CABLE ANTENNA CABLE CONNECTOR 12" TO 24" TYP 120" MAX CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (REFER TO NOTES 1 AND 2) 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3.WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED.2 1/2"ØMAXGROUNDING DETAILS E-3.5 Network Services, LLC SOLUTIONSMOTOROLA SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 KentTCOMM9- 1-1POLICE ·FIRE ·MEDICAL 9 · 1 · 1 RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT 9 09-14-20 REVISED FINAL ZONING DRAWING PPK 10 09-17-20 REVISED FINAL ZONING DRAWING PPK YELM WATER TANK 901 RHOTON RD NW YELM, WA 98597 5-28-20 ENS RBH 4 06-23-20 REVISED LEASE EXHIBIT AAL 5 07-18-20 PRELIMINARY ZONING MAZ 6 09-01-20 FINAL ZONING DRAWINGS PPK 7 09-04-20 REVISED FINAL ZONING DRAWING PPK 8 09-09-20 REVISED FINAL ZONING DRAWING PPK 11 10-19-20 PRELIMINARY CONSTRUCTION MAZ 12 12-30-20 RPCD: GROUNDING PLAN PPK 13 02-17-21 FINAL CONSTRUCTION DRAWINGS PPK 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2GROUND RING TRENCH DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3ANTENNA CABLE GROUND KIT 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 6 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1TYPICAL CADWELD CONNECTIONS 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 522"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4ANTENNA CABLE GROUNDING RISER