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Plans CITY OF TIG = D 1 REVIEWED FOR CODE COMPLIANCE 9 s . 9 - 1 - 1 Approved I OTC: t JAN 2 E2 I2019 POLICE•FIRE•MEDICAL Permit#: m e.G�i 4 - 0 0 0 4-7 y*7°nom MEDICAL CA- TY c Tl qR�^' Address: j C...v{� e v.bur\ POLICE • FIRE • BUILDING DIVISION PROJECT INFORMATION: Suite#: _--- By: 4-) Date: SITE NAME: W-2 - - 1� CANTERBURY CANTERBURY • LOCATION: 10310 SW CANTERBURY LANE ICE COPY 10310 SW CANTERBURY LANE TIGARD OR 97224 TIGARD,ORLEASE ' ' DATE RELEASE 3130/18 PRELIM UPGRADE DWGS 4/10118 FINAL UPGRADE DWGS 4/2018 FINAL UPGRADE DWGS I SHEET INDEX PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS DOCUMENT REVIEW 5/3/18 FINAL UPGRADE DWGS SIGNATURE FINAL UPGRADE DWGS CONSTRUCTION SUBMITTAL: PROPERTY OWNER: APPLICANT: FROM 17911 NW EVERGREEN PKWY,BEAVERTON,OR 97006: SIGNATURE DATE 727/18 FINAL UPGRADE DWGS CITY OF TIGARD WASHINGTON COUNTY CONSOLIDATED COMMUNICATION AGENCY 738113 FINA UPGRADE DWGS T-1 COVER SHEET 13125 SW HALL BLVD 17911 NW EVERGREEN PARKWAY 1. HEAD NORTHWEST ON NW EVERGREEN PKWY 8/8118 FINAL UPGRADE DWGS TIGARD,OR 97223 PO BOX 6375 0.4 MI 1/3/19 FINAL UPGRADE DWGS G-1 GENERAL NOTES BEAVERTON,OR 97007-0375 2. TURN RIGHT ONTO NW 185TH AVE 1117/19 FINAL UPGRADE DWGS C-1 OVERALL SITE PLAN CONTACT: 0.2 MI ZONING: CITY OF TIGARD PUBLIC WORKS RON POLLUCONI 3. TURN RIGHT TO MERGE ONTO US-26 E TOWARD PORTLAND DON FORSBERG 503-267-1947 DRAWING INFORMATION: C-2 ENLARGED SITE PLAN 8777 SW BURNHAM ST 503-690-4911 EXT.266 0.4 MI THIS DRAWING IS COPYRIGHTED AND IS THE SOLE TIGARD,OR 97223 4. MERGE ONTO US-26 E PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY C-3 INTERIOR SHELTER PLAN 503-718-2591 4.3 MI APPLICANT: FOR USE BY THE OWNER AND ITS AFFILIATES. 5. TAKE EXIT 69A TO MERGE ONTO OR-217 S TOWARD TIGARD/ REPRODUCTION OR USE OF THIS DRAWING AND/OR C-4 CIVIL&R56 UPGRADE DETAILS PROJECT MANAGER: SALEM RON POLLUCONI 503-690-4911 EXT 266 THE INFORMATION CONTAINED IN IT IS FORBIDDEN KEN SEYMOUR WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 503-720.2200 5.8 MI C-5 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT COUNTY: JURISDICTION: 6. TAKE EXIT 6 FOR OR-99 W TOWARD TIGARD/MCMINNVILLE PLANS PREPARED BY: WASHINGTON COUNTY CITY OF TIGARD 0.2 MI PROJECT MGR: • C-5.1 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT II ZONING CONTACT: 7. TURN RIGHT ONTO OR-99 W S/PACIFIC HWY W KEN SEYMOUR 503-720-2200 c u s h 1 n Cr ZONING: DON FORSBERG 1.9 MI C-5.2 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT III R-3.5 SECURASITE LLC 8. TURN LEFT ONTO SW CANTERBURY LANE 1631 NE BROADWAY,PMB 100 0.3 MI CONSTR.MGR: C-5.3 SHELTER TIE-DOWNS PORTLAND,OR 97232 BRYCE FOSTER 503-358-2125 Don Cushing Associates TY PARCEL NUMBER(S)&AREA: 503-267-1947 DESTINATION WILL BE ON THE RIGHT civil Engineers C-6 GENERATOR&PROPANE TANK DETAILS TAX LOT#:2S111 BCO2600,PARCEL#:R502423 donforsberg45@gmail.com 89,733.6 SQ FEET± 107 SE WASHINGTON STREET C-6.1 SITE DETAILS 2.06 ACRES± SUITE 265 EST. ME: 23 MINS D' PORTLAND,OR 97214 PROJECT DESCRIPTION: EST.MILEAGE: 13.4 MI r (503)387-5331 C-7 TOWER ELEVATIONS WASHINGTON COUNTY CONSOLIDATED COMMUNICATION AGENCY PERMIT � � i www.cushing-engr.com PROJECT AREA: PROPOSES TO MODIFY AN EXISTING UNSTAFFED ESSENTIAL PUBLIC THE ISSUANCE OF C-8 TOWER RFDS 1,500 SQ.FT.±(PER LEASE) COMMUNICATIONS SERVICE FACILITY BY COMPLETING THE FOLLOWING; A PERMIT LICENSURE: • INSTALLING/REMOVING/RECONFIGURING THE EXISTING 120' BASED ON CONSTRUCTION C-9 RF PLAN MONOPOLE TOWER DOCUMENTS AND OTHER �wD PRO/- C-10 • REPLACING EXISTING GENERATOR AND PROPANE TANK WITH NEW C-10 TOWER DETAILS 40kW GENERATOR AND 1,000 GAL PROPANE TANK DATA SHALL NOT PREVENT \�65�0 • ADDRESSING OTHER CIVIL SITE UPGRADES TO THE FACILITY �� GINE C-11 RF&GROUNDING DETAILS PROJECT LOCATION: • ADDRESSING R56 GROUNDING ITEMS THE CODE OFFICIAL FROM / `" 1 �')' LAT: N 45°24'50.47"(45.414021) REQUIRING THE CORRECTION r /� 146 \- \ LONG: W 122°47'4.60'(-122.784611) / s , SOURCE: GOOGLE EARTH LOCATOR MAP OF ERRORS. OSSC 105.4 OREGON 7 DATUM: UNKNOWN Mayo,e,- 'yAne4wRT •5.., O �y"J UTILITY PROVIDERS: N er, s-> Fc 07 1o�V TELCO PROVIDER:QWEST COMMUNICATIONS ib` OO/V C V�`\\ POWER PROVIDER:PGE �'pmtr°,e.o V 7 RENEWAL DATE 12/31/19 GENERAL INFORMATION: I�0 1. PARKING REQUIREMENTS ARE UNCHANGED :0 2.TRAFFIC IS UNAFFECTED SHEET TITLE: 3.SIGNAGE AT SITE IS PROPOSED 4.SITE IS UNMANNED AND HANDICAP ACCESS IS NOT REQUIRED S COVER -�- a' PROJECT LOCATION SHEET CODE INFORMATION: 1. IBC-2015 INTERNATIONAL BUILDING CODE 2. NEC-2014 NATIONAL ELECTRIC CODE 3. 2014 OREGON STRUCTURAL SPECIALITY CODE 4. 2017 NFPA 58 LPG CODE 5. OCCUPANCY GROUP:U Th8/3/ APanme,t 0 6. CONSTRUCTION TYPE:II-B SHEET NUMBER: T-1 SCALE:NTS GENERAL NOTES: GENERAL NOTES CONTINUED: SITE WORK NOTES CONTINUED: 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 17. THE CONTRACTOR SHALL PERFORM WORK DURING SITE/PROPERTY OWNER'S PREFERRED 10. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS HOURS TO AVOID DISTURBING NORMAL BUSINESS. R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE.EACH SITE NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE MUST PASS AN R56 AUDIT OR PM APPROVED BEFORE IT SHALL BE CONSIDERED COMPLETE AND 9 - 1 - 1 FURNISHING ALL MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED 18. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHAL ACCEPTED. NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. PROJECT MANUAL. TOWER/POLE NOTES: 19. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING, COORDINATING 1. ALL HARDWARE(NUTS AND BOLTS)BE TIGHTENED AND TORQUED IN ACCORDANCE WITH 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. THE TOWER MANUFACTURER'S AND STRUCTURAL ENGINEER'S SPECIFICATIONS. REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE POLICE•FIRE-MEDICAL SUBMITTED TO AND APPROVED BY OWNERS REPRESENTATIVE PRIOR TO START OF WORK. 21. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS ETC ARE INDICATED AS PROPOSED 2. VERIFICATION THAT THE TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING LOCATION ONLY.CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE PROJECT IS TO BE DONE BY OTHERS. 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO MANAGER PRIOR TO STARTING WORK. PROJECT INFORMATION. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. 3. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT CONCRETE NOTES: AND FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. Y�'1/�/ -2 ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318 AND THE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFICATION CAST-IN-PLACE CONCRETE. R56 NOTES: CANTERBURY ARCHITECT/ENGINEER VERBALLY AND IN WRITING. ABBREVIATIONS LEGEND 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2450 PSI AT 28 DAYS 1. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH (UNO). OF R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE.SITE NC AIR CONDITIONING MET,MTL METAL CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE MUST PASS AN R56 AUDIT BEFORE IT SHALL BE CONSIDERED COMPLETE AND ACCEPTED. ADJ ADJUSTABLE MFR MANUFACTURER 10310 SW CANTERBURY LANE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED AFF ABOVE FINISH FLOOR MGR MANAGER OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE AGL ABOVE GRADE LEVEL MIN MINIMUM TIGARD,OR 97224 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE FABRIC UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE APPROX APPROXIMATELY MISC MISCELLANEOUS CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL STANDARD(UNO). ASTM AMERICAN SOCIETY FOR N NORTH DATE RELEASE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,SAFETY,AND PROCEDURES ATTENTION (OREGON SITES ONLY): TESTING&MATERIALS NA NOT APPLICABLE 3/30.118 PRELIM UPGRADE DWGS FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT 4/10/18 FINAL UPGRADE DWGS UNLESS SHOWN OTHERWISE ON DRAWINGS:CONCRETE CAST AGAINST EARTH-3IN. CALL 1-800-332-2344 48 HOURS BEFORE YOU DIG.OREGON LAW REQUIRES YOU TO FOLLOW BLDG BUILDING NTS NOT TO SCALE 4/20/18 FINAL UPGRADE DWGS CONCRETE EXPOSED TO EARTH OR WEATHER: OAR 952-001-0010 THRU 952-001-0090.COPIES ARE AVAILABLE AT THE OREGON UTILITY BLK BLOCK OC,o/c ON CENTER 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 5/3/18 FINAL UPGRADE DWGS MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE #6 AND LARGER 2IN. NOTIFICATION CENTER 503-232-1987 BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. #5 AND SMALLER&WWF 1-1/2IN. B/S BUILDING STANDARD OPG OPENING 7i24/18 FINAL UPGRADE DWGS CLG CEILING OPP OPPOSITE 7/27/18 FINAL UPGRADE DWGS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT 5. A 1/2"TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE(UNO). CLR CLEAR OHP OVERHEAD POWER 7/30/18 FINAL UPGRADE DWGS ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN CONC CONCRETE UGP UNDRGRND POWER 8/8/18 FINAL UPGRADE DWGS THE ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR CONST CONSTRUCTION OHT OVERHEAD TELCO 4/1s FINAL UPGRADE DWGS CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES, UGT UNDRGRND TELCO CONT CONTINUOUS EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.AVOID CUTTING EXISTING REBAR REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY PLYWD PLYWOOD 1117/18 FINAL UPGRADE DWGS WHEN DRILLING HOLES IN THE ELEVATED SLAB. DBL DOUBLE COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE DIA,0 DIAMETER PR PAIR PERFORMANCE OF THE WORK. DIAG DIAGONAL PROJ PROJECT DRAWING INFORMATION: 6. INSTALLATION OF CONCRETE EXPANSION AND WEDGE ANCHOR,SHALL BE PER PROP PROPERTY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE DIM DIMENSION 8. THE CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. DN DOWN PT PRESSURE TREATED PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT.THIS REQ'D REQUIRED FOR USE BY THE OWNER AND ITS AFFILIATES. 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH.SURFACE SHALL BE FREE OF ALL OBVIOUS DTL,DETL DETAIL REPRODUCTION OR USE OF THIS DRAWING AND/OR SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR RM ROOM CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S DEPRESSIONS.SURFACE SHALL BE SLOPED AT 2%TO PROMOTE DRAINAGE AWAY FROM DWG DRAWING R.O. ROUGH OPENING THE INFORMATION CONTAINED IN IT IS FORBIDDEN EQUIPMENT. E EAST S SOUTH WITHOUT THE WRITTEN PERMISSION OF THE OWNER. SIGNED WET STAMP. EACH SHT SHEET PLANS PREPARED BY: 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SITE WORK NOTES: EL,ELEV ELEVATION SIM SIMILAR ELECT ELECTRICAL SPEC SPECIFICATION c u s h 1 n DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO 1. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED EQ EQUAL APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES.THE FROM THE SITE AND DISPOSED OF LEGALLY UNLESS OTHERWISE REQUIRED TO BE LEFT AS EQUIP EQUIPMENT SQ SQUARE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE DEFINED BY LAND/PROPERTY OWNER. E.W. EACH WAY SS STAINLESS STEEL ch II Engineers ALTERED BY THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. EXIST EXISTING STL STEEL 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE EXT EXTERIOR STRUCT STRUCTURAL Don Cushing Associates 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EQUIPMENT,EQUIPMENT SHELTER,GENERATOR,FUEL TANK,TOWER AREAS,AND FIN FINISH SUSP SUSPENDED Civil Engineers ADJACENT BUILDINGS,ETC. FLUOR FLUORESCENT S.V. THVINYL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING FLR FLOOR THRU THRROOUU GH 107 SE WASHINGTON STREET TNND TINNED SUITE 265 CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION.THE 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN FT FOOT PORTLAND,OR 97214 T.O.C. TOP OF CONCRETE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY DAMAGE TO THE BUILDING MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GA GAUGE T.O.M. TOP OF MASONRY (503)387-5331 SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE OWNERS GALV GALVANIZE(D) WWW.cushing-engr.com REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED GC GENERAL CONTRACTOR UU CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE GRND GROUND UBBCC UNNIFOORR M BUILDING LICENSURE: PRIOR TO THE CRUSHED STONE APPLICATION.FABRIC USE AS REQUIRED. THE CONTRACTOR'S EXPENSE. GWB GYPSUM WALL BOARD CODE GYP BD GYPSUM BOARD U.N.O. UNLESS NOTED 5. ALL APPLICABLE LOCATES SHALL BE PERFORMED PRIOR TO TO ANY EXCAVATION OR SITE OTHERWISE 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE GRADING.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES HARD'WD HARDWOOD VERT VERTICAL ��Q OFFS CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE HR HOUR HORIZONTAL VIF VERIFY IN FIELD �Gj� �A STRUCTURE SHALL HAVE A SMOOTH TRANSITION. REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS VT VINYL TILE Cvi .yGIN.E7, DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR HT HEIGHT W WEST v7/ 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER HVAC HEATING,VENTING AND W/ WITH CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.CONTRACTOR SHALL AIR CONDITIONING WIN WINDOW d PROVIDE SAFETY TRAINING FOR THE WORKING CREW. I.D. INSIDE DIA. ` e ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING CONSTRUCTION W/0 WITHOUT DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR 6. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH IN INCH WP WATERPROOF OREGON WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL,SYSTEMS ARE ADDED OR INFO INFORMATION 4 ANGLE t MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL EXISTING INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED AND SHALL BE INSUL INSULATION INT INTERIOR FC' Nc3 CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE & AND 07, \CD WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING. `, MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW LB(S) POUND(S) CL CENTER LINE N c USC`\ CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS 7. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE LNA ANTENNA AMPLIFIER R PROPERTY LINE MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDING,DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE, MAX MAXIMUM @ AT CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. FERTILIZED,SEEDED,AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION MACH MECHANICAL # NUMBER RENEWAL DATE 12/31/19 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL LANDSCAPE WORK.. SYMBOLS LEGEND 8. BEDDING MATERIAL FOR APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S UTILITY LINES,CULVERTS AND PIPING:CLEAN SAND,MEDIUM TP SHEET TITLE: RESPONSIBILITY TO PROVIDE THE PROJECT MANAGER WITH 4 COPIES OF THE PROPOSED COARSE,SUB ROUNDED NATURAL RIVER OR BANK SAND,WASHED,FREE OF SILT OR CLAY, REVISION 100 ROOM NUMBER OVERHEAD POWER OP 146 CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE LOAM,FRIABLE OR SOLUBLE MATERIALS,AND ORGANIC MATTER;GRADED IN CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: KEY NOTE DETAIL Q TELCO T T T GENERAL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUBCONTRACTORS SHALL SIEVE SIZE PERCENTPASSINGSECTION REFERENCE POWER/TELCO T/P T/P rip O BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM © REFERENCE ELEVATION ® NOTES NO.4MESH 60-90 GAS -G-G-G-G-G-G- BUILDINGAUTHORITIES DURING THE EXECUTION OF THE WORK. NO.8 MESH 0-45ELEVATION DATUM POINT N0.16 MESH 0-25 © REFERENCE Y WATER w w 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS NO.100 MESH 0-2 ® COAX coAx COAX cox THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT NO.200 MESH 0-2 AREA DURING CONSTRUCTION. CHAINLINK FENCE 0 O O O O CENTERLINE - - - SHEET NUMBER: 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER 16. THIS IS AN ESSENTIAL FACILITY THEREFORE SHALL STRICTLY MEET ALL APPLICABLE CODE LOCAL,CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. CEDAR FENCE ■ ■ . ■ ■ EASEMENT - G. AND JURISDICTIONAL REQUIREMENTS. POWER P P P PROPERTY LINE - - . , 9 - 1 - 1 POLICE•FIRE•MEDICAL PROJECT INFORMATION: W-2 ADJACENT ZONING R-3.5 CANTERBURY PARCEL#:R502450 10310 SW CANTERBURY LANE -- -- ---- ' -- -- _- TIGARD,0R97224 DATE RELEASE 3/30118 PRELIM UPGRADE DWGS It- -X-------E-1, X-� __T. - - -- -- -- -- 4/10/18 FINAL UPGRADE DWGS 4120/18 FINAL UPGRADE DWGS ADJACENT ZONING I 5/3/18 FINAL UPGRADE DWGS I R-3.5 I I 7/24/18 FINAL UPGRADE DWGS III PARCEL#:R502432 1 I 7/27/18 FINAL UPGRADE DWGS It 4 7/30/18 FINAL UPGRADE DWGS 8/8118 FINAL UPGRADE DWGS 0/I I I 113/19 FINAL UPGRADE DWGS I 1 1/17/19 FINAL UPGRADE DWGS ■ DRAWING INFORMATION: Idgildillill. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE EXISTING WATERTANKS I EY E IDUSY x FORPROPUSE BYOF THE THOWNEROWNER.AND IT ITSS AFFILIATES.PROCED OLEL REPRODUCTION OR USE OF THIS DRAWING AND/OR I THE INFORMATION CONTAINED IN IT IS FORBIDDEN I I WITHOUT THE WRITTEN PERMISSION OF THE OWNER. EXISTING BUILDING PLANS PREPARED BY: y I 'L pp I ADJACENT ZONING CL1S1i 1 EXISTING GRAVEL PARCEL INFORMATION I PR ACCESS ROAD TAX LOT#:2S111BCO2600 PARCEL 4:R2168478 CiciEngineers 89,733.6 SQ FEET± ing 2.06 ACRES± Don Cushing Associates EXISTING ACCESS R-3.5 I I Civil Engineers GATE,TO BE IMPROVED \ \ EXISTING 120' 107 SEW SUITE 65N STREET LPORTLAND,OR 97214 x ..,,.. xl (503)3675331 L--, I I www.cushing-engr.com I 1 + EXISTING 30'X48'COMPOUND I I • B •,`�' r WITH 6'TALL CHAINLINK LICENSURE: SECURITY FENCE I 1p PROF 1 I �� S`r�0 EXISTING TREES �11GINE>,� 146= • v PROPOSED PROJECT AREA 1 SEE SHEET C•2 FOR DETAILS / " I L -- -- -- -- $ -- -- -- --- -- -- O OREGON Fc 07,1g C9 �N CUs' ' RENEWAL DATE 12/31/19 SHEET TITLE: OVERALL N Ili PLAN SHEET NUMBER: NOTE:PROPERTY LINES ARE FROM GIS INFORMATION ONLY C-1 OVERALL SITE PLAN 11X17 SCALE:1"=100' 22X34 SCALE:1"=50' 1 NOTE:PROPERTY LINES PER GIS INFORMATION ONLY EXISTING GENERATOR MOUNTED ON EXISTING 9 - 1 - 1 4'X8'X6"CONCRETE PAD EXISTING HVACS EXISTING 11'X 21' PRE-FAB EQUIPMENT SHELTER,SEE EXISTING SOUND INTERIOR SHELTER BARRIER WOOD WALL PLAN SHEET C-3WC- CCA — x x X X X X x X - X X X X X Y x Y POLICE•FIRE•MEDICAL EXISTING TREE `o 4 il " x EXISTING ICE BRIDGEPROJECT INFORMATION: r x 5 ------/2'- r. 1 n I-2 7, 7".�' oo �%.011„....., EXISTING 120' EXISTING MONOPOLE TOWER CANTERBURY GRAVEL DRIVEWAYil ......., co EXISTING 30x44' 10310 SW CANTERBURY LANE COMPOUND WITH ') - 4'-9" "••• - 4'-9" 6'SECURITY FENCE EXISTING TREES TIGARD,OR 97224 DATE RELEASE _s, 3/30/18 PRELIM UPGRADE DWGS EXISTING 8' 4/10/18 FINAL UPGRADE DWGS ACCESS GATE 10" / 16'-6" / 4/20/18 FINAL UPGRADE DWGS 11'-8" 5/3/18 FINAL UPGRADE DWGS `/ O / 7/24/18 FINAL UPGRADE DWGS 727/78 FINAL UPGRADE DWGS x 7/30/18 FINAL UPGRADE DWGS Z.? 8/8/18 FINAL UPGRADE DWGS EXISTING TREES 1'-6" .1 a EXISTING 1/3/19 FINAL UPGRADE DWGS ((wed 2 EXISTING TREE COMPOUND 1/17/19 FINAL UPGRADE DWGS 8± 44 AREA=30'X 44' 5'± N DRAWING INFORMATION: Lei THIS DRAWING IS COPYRIGHTED AND IS THE SOLE 41k, � 1s° PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY EXISTING 1± FOR USE BY THE OWNER AND ITS AFFILIATES. TRANSFORMER �'' ��EXISTING EXISTING 11,1 EXISTING 500 GAL PROPANE REPRODUCTION OR USE OF THIS DRAWING AND/OR 1'± TANK MOUNTED ON EXISTING LANDSCAPE GRAVEL THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 4'X8'X6"CONCRETE PAD BUFFER COMPOUND PLANS PREPARED BY: ENLARGED SITE PLAN-EXISTING 11X17 SCALE:1"=10' 22X34 SCALE:1"=5' OTHER PROPOSED WORK: REPLACE EXISTING SOUND NOTE:PROPERTY LINES ARE FROM GIS INFORMATION ONLY Cushing 1. VERIFY METALLIC DOORS,AWNINGS ABOVE BARRIER WOOD WALL WITH NEW PROPOSED -INSTALL HUBBELL REPLACE BOTH EXISTING REPLACE EXISTING SIDING AND ROOF. , it Engineers DOOR,METALLIC SHELTER TRIM,VENT UNDERGROUND HBL4200-RS2W HVAC UNITS WITH(2)NEW SIDING REPLACEMENT NOT TO COVERS,BUILDING SKIDS,ETC.ARE ALL REMOVE EXISTING GENERATOR POWER AND SIGNAL GENERATOR PLUG BARD WAS3-A05WPXXXJ DISRUPT OPERATION OF FACILITY Don Cushing Associates BONDED AS REQUIRED. AND CONCRETE PAD AND CONDUIT ROUTED 35,400 BTU HVAC UNITS INCLUDING KEEPING ONE HVAC Civil Engineers 2. LICENSED,QUALIFIED ELECTRICIAN TO VERIFY INSTALL NEW 40kW GENERATOR FROM GENERATOR OPERATIONAL AT ALL TIMES AND NOT 107 SE WASHINGTON STREET MAIN ELECTRICAL GROUND AND VERIFY ONLY AND NEW 4x9'-6"X8"CONCRETE TO SHELTER,SEE STRUCTURALLY EFFECT INTEGRITY OF SUITE 265 ONE NEUTRAL TO GROUND BOND PER EACH PAD,SEE SHEET C-6 SHEET C-6 BUILDING DURING REPLACEMENT. PORTLAND,OR 97214 SEPARATELY DERIVED SYSTEM. RELOCATE EXISTING FENCELIKE SEE SHEET C-5-C-5.2 REMOVE EXISTING SHELTER EGB (503)387-5331 3. VERIFY ALL OUTDOOR OUTLETS ARE GFCI AND INSTALL(1)NEW TINNED www.cushing�ngr.com PROTECTED,REPLACE IF NOT.LABEL ALL —INSTALL NEW SINGLE CONCRETE x x "j x x x v x x COPPER SHELTER EGB W/2 HOLE EXTERIOR OUTLETS STEP,FIELD FIT FOR EQUAL ro OPTION PER MOTOROLA R56 LICENSURE: 4. VERIFY ALL TRANSMISSION LINES HAVE RISER-HEIGHT PER CODE 70 APPROPRIATE GROUND KITS INSTALLED. RELOCATE EXISTING TREE /-3'-ri' SCRAPE EXISTING GRAVEL Cep PROF. 5. AFTER NEW SIDING INSTALLATION,INSTALL a 7' / COMPOUND AND ADD NEW C'�` /---� SS CAMERAS WITHIN WATER SEALED ENCLOSURE o ,. / •\ PROPOSED UNDERGROUND GAS P r v GRAVEL AS REQ'D,SEE SHEET C-4 C� \AGINEk L7� BOXES MOUNTED TO SHELTER AT EACH 7' / 6'—� / CORNER,MANUFACTURER/MODEL TO BE FROM PROPANE TO GENAND SIGNAL CONDUIT ERATOR, RATOR, �� / ��/� 'v146,y� APPROVED PER WCCCA PM AND ENGINEER OF SEE SHEET C-6 M l_ " RECORD.RUN CONDUITS FOR CAMERAS ON EXTERIOR OF SHELTER FROM COAX ENTRY RELOCATE GATE AND GROUND I to N �, REPLACE EXISTING TGB WITH " PORT EXISTING GATE AND POSTS WHERE / 12'-9" f �� :! TINNED COPPER TGB W/2HOLE OREGON p5 6. INSTALL SIGNAGE WHERE REQUIRED REQ'D PER MOTOROLA R56,SEE `/ I w OPTION PER MOTOROLA R56 OAC 1p�� SHEET C-4 —-- — , ,„ OO 07, V INSTALL BOLLARDS TYP.,SEE ( / VERIFY TOWER GROUNDED AND \\ ( ) BONDED PER TOWER N C USN SHEET C-4 / \ • MANUFACTURER&MOTOROLA R56 REMOVE EXISTING 500 GAL PROPANE / \ TANK AND CONCRETE PAD AND INSTALL -71----....0 o \ REPLACE EXISTING SHELTER RENEWAL DATE 12/31/19 (1)NEW 1,000 GAL PROPANE TANK ON / \ x TIE-DOWNS,SEE SHEET C-5.3 NEW 5'X16'X8"CONCRETE PAD,SEE \ f SHEET C-6 `'' :1;,- `' '1' PROPOSED INTERIOR UPGRADES TO SHEET TITLE: INSTALL ADDITIONAL 6'OF i 5 _� EXISTING PRE FAB EQUIPMENT SHELTER, NEW FENCE AND GROUND PER I SEE INTERIOR PLAN SHEET C-3 MOTOROLA R56,WCCCA TO ENLARGED APPROVE EXPANSION WITH 1-6"/ • ), ,-. ,..::...:..• '. CURRENT LEASE AREA.SEE ,. 8' 6'---4' / SITE PLAN SHEET C-6.1 - 0 / 0 CLEAN AND COAT ALL METAL WITH N im RELOCATE EXISTING TREE ` - .I' \ / X 50' x x x \ RUST INHIBTITOR WHERE REQ'D AND s° \ / PAINT TO MATCH RELOCATE 5'LANDSCAPE BUFFER — GROUND EXISTING FENCE AND PER NEW FENCE LINE _ 1`�.' POSTS WHERE REQ'D PER SHEET NUMBER: EXISTING TRANSFORMER �� EXISTING TREE TO REMAIN NEW COMPOUND AREA=30'X 50' MOTOROLA R56,SEE SHEET C-4 TO REMAIN C-2 ENLARGED SITE PLAN- PROPOSED 11X17 SCALE:1"=10' 22X34 SCALE:1"=5' 2 NOTE;ALL DIMENSIONS ARE± REPLACE EXISTING INSTALL MISSING - HVAC CONTROLLER ANCHORS IN SHELTER MANUFACTURER-SHELTER ONE EXISTING MODEL NUMBER-C115215105-2401 REPLACE EXISTING EQUIPMENT RACKS SERIAL NO.-24014-03 SURGE SUPPRESSOR WHERE REQUIRED 9 . 1 . 1 WITH(1)NEW APEX IMAX 1101-808-1 SURGE SUPPRESSOR AND GROUND PER MOTOROLA R56 LABEL BREAKERS IN POLICE•FIRE•MEDICAL EXISTING AC PANEL REMOVE EXISTING MGBINSTALL(1)NEW SQD 0 0 NEW TINNEDANINSTALL PROJECT INFORMATION: , NEW COPPER C82344 MTS BELOW BUS BAR WITH TWO ATS AND GROUND PER HOLE OPTION W_2 MOTOROLA R56 V v L EXISTING HVAC CONTROLLER REPLACE EXISTING ATS ❑ ° t AND CABLESEAL ALL OPENINGS CANTERBURY UNIT WITH(1)NEW THOATS mill. =�PENETRATIONS AS MARATHONTS870ATS REQ'D. 23"X34"X14' EXISTING SURGE SUPPRESSION ❑ 10310 SW CANTERBURY LANE UNIT I REMOVE EXISTING TIGARD,OR 97224 4" ( ( F REMOVAL/ MGB GROUND CABLE EXISTING AC PANEL °�� INSTALL HUBBLE INSTALLATION/ AND INSTALL NEW#2 DATE RELEASE GENERATOR PLUG RECONFIGURATION OF AWG CABLE AND BOND 0/30/18 PRELIM UPGRADE DWGS / 5'-9" '/ /—2'-10" / EQUIPMENT CABINETS& METALLIC CONDUIT TO 4/10/18 FINAL UPGRADE DWGS EXISTING ATS EXISTING(2)3X4 COAX PORT RACKS TBD GROUND CONDUCTOR Iii; "� 4/2(U78 FINAL UPGRADE DWGS _ ENTRIES AT ENTRY AND EXIT 5/3/18 FINAL UPGRADE DWGS C REMOVE EXISTING 7124/18 FINAL UPGRADE DWGS \ ❑ '.. - - UNI-STRUT AND 7/27/18 FINAL UPGRADE DWGS "\ GROUNDING AND 7130/14/ FINAL UPGRADE DWGS sr— EXISTING SHELTER MGB INSTALL NEW TRAPEZE 8/8/18 FINAL UPGRADE DWGS o — C AND POLYPHASERS 1r/19 FINAL UPGRADE DWGS EXISTING 6"WIDE CABLE EXISTING UNI-STRUT TRAPEZE ❑ .. REMOVE EXISTING 1/17/19 FINAL UPGRADE DWGS TRAY SUSPENDED FROM —i. I SCREWS ON CEILING I DEHYDRATOR LEDGE DRAWING INFORMATION: I. EXISTING MW EQUIPMENT RACKS REMOVE ZIPTIES FOR AND INSTALL TAPCON THIS DRAWING IS COPYRIGHTED AND IS THE SOLE EXISTING FIRE EXTINGUISHER / 2'-5"- -/ EXISTING CAVITY �— 0 ° 11 e CONCRETE ANCHORS,BY PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY CYLINDER AND INSTALL n OTHERS FOR USE BY THE OWNER AND ITS AFFILIATES. EXISTING DEHYDRATOR ON (2)NEW METAL STRAPS REPRODUCTION OR USE OF THIS DRAWING AND/OR EXISTING FIRST AID KIT \ - LEDGE MOUNTED TO WALL ° REMOVE EXISTING THE INFORMATION CONTAINED IN IT IS FORBIDDEN ON WALL ❑ " t1 ° DEHYDRATOR AND INSTALL WITHOUT THE WRITTEN PERMISSION OF THE OWNER. NEW DEHYDRATOR LABEL ALL EXISTINGI PLANS PREPARED BY: ? — ANCHORED TO EXISTING EXISTING PAGING - a- EQUIPMENT RACKS 8 CABINET EXISTING MOTOROLA CABINETS CABINETS WHERE REQ'D I DEHYDRATOR LEDGE AND c u --N h i n PER MOTOROLA R56 ❑ GROONO EXISTING EXISTING CAVITY DEHYDRATOR PER CANISTER ON CABLE TRAY / 2'-10 / E. MOTOROLA R56,BY OTHERS Enginren A 5" II EXISTING EQUIPMENT RACKS GROUND ALL EXISTING EQUIPMENT EXISTING EQUIPMENT • ❑ INSTALL(8)TWISTLOCK Don Cushing Associates RACK WITH CANNISTERS /Y 1'8" RACKS&CABINETS DUPLEX CEILING Civil Engineers WHERE REQ'D PER MOUNT RECEPTACLES, 107 SE WASHINGTON STREET SUITE 265 EXISTING 3'X6'STEEL PLATE —,—-.-.;, y -y MOTOROLA R56 15A 2P 3W PORTLAND,OR 97214 FOR BATTERY FOUNDATIONjr, (503)3875331 INSTALL BATTERY 0 INSTALL(9)TWIN www.cushing-engr.com DUPLEX BASE WALL EXISTING BATTERY • " EXISTING 8'X4'X3/4" SAFETY KIT MOUNT RECEPTACLES, LICENSURE: STACK • • PLYWOOD BACKBOARD 120 VAC 20A REPLACE EXISTING CABLE TRAY WITH NEW 1.5"X18" REPLACE EXISTING REMOVE ALL BRACING WIDE,BLACK,UL CLASSIFIED CPI CABLE TRAY p PROF EXISTING 1'WIDE CABLE SUSPENDED FROM CEILING PER MOTOROLA R56 DC POWER SYSTEM THAT EXTENDS FROM <�` FSs TRAY SUSPENDED RACKS TO WALLS AND Lj 2'-8"__, STANDARDS.INSTALL CABLE TRAY TO MEET \ �E�� FROM CEILING MOTOROLA R56 MINIMUM CLEARANCE FROM CEILING. INSTALL REPLACE WITH C� t1CsIN��. EXISTING POWER RACK CABLE TRAY TO BE FREELY SUSPENDED,NO ADDITIONAL FIRE SHEATHED WIRE ROPE 146, CABLE TRAY ENDS ( CONNECTIONS TO SHELTER WALL.SUPPORTING RODS EXTINGUISHER AFFIXED TO CEILING CONNECTED TO WALL w I uPER NEW STANDARDS TO HAVE PVC SLEEVES OR EQUIVALENT TO PROVENT 7. / ' ;� I \ CABLE ABRASION.GROUND CABLE TRAY TO MGB PER GENERATOR AKCP OREGON ' MOTOROLA R56. AND TELCO BOARD TO O �0) BE INSTALLED ON FC 07 1°3 9'-1 D" 0TH REPLACE ANR DY WORN VINYL TILES AND BASE BOARD SEALS BACKBOARD OO',f4 ^'1�.`�� 2. PATCH,SEAL AND PAINT INTERIOR WALL WHERE REQ'D 1,lJ r 3. INSTALL RF SPDs ON ALL TRANSMISSION LINES RENEWAL DATE 12/31/19 4. TERMINATE(CAPPED)UNUSED TRANSMISSION LINES AND SECURE WHERE REQ'D PER MOTOROLA R56 5. REMOVE EXISTING EXTENSION CORDS AND INSTALL NEW DEDICATED SHEET TITLE: BRANCH CIRCUIT OUTLETS(ALL LABELED)THROUGHOUT SHELTER WHERE REQ'D,CONTRACTOR TO VERIFY NUMBER OF OUTLETS REQ'D 6. REMOVE EXCESS CABLE LENGTH TO ANY CABLE TYPE WHERE REQ'D I NTE RIO R 7. PERMANENTLY LABEL ALL OUTLETS WITH APPROPRIATE CIRCUIT ID N MN FROM PANEL 1s° 8. VERIFY EACH CRITICAL PIECE OF EQUIPMENT HAS DEDICATED S H E LT E R CIRCUIT AND DEDICATED SIMPLEX RECEPTACLE N ►N 9. INSTALL IMPORTANT PHONE NUMBERS ON WALL IN SHELTER 16 PLAN 10. ADD SIGNAGE IN SHELTER WHERE REQ'D 11. CORRECT SEAM COVERS ON CEILING 12. UPGRADE DVR SYSTEM AND CAMERAS 13. UPGRADE SMOKE DETECTOR SHEET NUMBER: C-3 INTERIOR SHELTER PLAN - EXISTING 11X17 SCALE:1"=4' 22X34 SCALE:1"=2' 1 INTERIOR SHELTER PLAN- PROPOSED 11X17 SCALE:1"=4' 22X34 SCALE:1"=2' 2 . . , `1*- ier,,.. CABLE RUNWAY 9 - 1 - 1 .; FOR RF FEEDLINES wece, COAX BRIDGE SUPPORT 2'-0" 12" 10'-0"OC MAX COAX BRIDGE CABLE RUNWAY,MODEL#11275 X12POLICE•FIRE•MEDICAL BRACKET CLR MIN. FIELD VERIFY SUPPORT BRACKET (MOUNTED TO CEILING PER MANUFACTURER 2"CLR. COAX BRIDGE:14 GA. ✓ RECOMMENDATION,NOT SHOWN PROJECT INFORMATION: COAX BRIDGE-(2)24"WIDEI "OC MAX GALV.GRIPSTRUT 24" FOR CLARITY) SAFETY GRATED WAVE • " m WIDTH,2"PLANK 14 GA. j W_2 GUIDE BRIDGE CHANNEL, i� % L-BRACKETS FOR LOW v v OR APPROVED 1.. �, a' 136 , COAX SUPPORT BLOCKS VOLTAGE/DATA LINES `moioi 11 ERE! C AXSUPP RT �� CANTERBURY 20"UNISTRUT WI NUT CoZZo7 r !Ih � ! STANDARD 6"0 STEEL PIPE, CHATSWORTH AND WASHER EACH I�� a ,I� SUPPORT COLUMN:4"0 1L/ Ir CONCRETE FILLED PAINT L-BRACKET CABLE SIDE/EACH LEVEL AS - r EDGE OF O.D.GALV.SCHED.40 W/MIN(3)COATS EPDXY RUNWAY,MODEL# L REQUIRED r SHELTER POST@ 10'-0"O.C.MAX 10310 SW CANTERBURY LANE ENAMEL(YELLOW) 11266 001 �. TIGARD,OR 97224 ANDREW GROUND KITS;OR EXOTHERMIC TO GROUND RING CROWN TO DRAIN APPROVED EQUIV.(EACH = CROWN TO DRAIN;TYP. L-BRACKETS FOR DC ;- DATE RELEASE COAX TO BE GROUNDED / -0 TO GROUND RING { ( POWER LINES INDIVIDUALLY)INSTALLED = ' _ 4/30 is PRELIM UPGRADE DWGS a / I. 1 1' IES; '/ 4/10/18 FINAL UPGRADE DWGS BY CONTRACTOR ,, , r; � L -'``i ..'., r I 1 111 I 1 I 24"X 18"0 CONCRETE 4/20/18 FINAL UPGRADE DWGS 12"0 X 48"DEEP CONE -,- � � � T o 111. 1 1.„�1 1� FOOTING @ 2,500 PSI 5/3/18 FINAL UPGRADE DWGS FOOTING;TYPICAL i J 1.'I 1 V 1 ( . HE II 7/24/18 FINAL UPGRADE DWGS •-..1 t. ,-I •; FOOTING MUST BE 6" I I" (CABLES NOT SHOWN FOR CLARITY) BELOW FROST LINE,TYP. 7/27/18 FINAL UPGRADE DWGS FRONT ELEVATION SIDE ELEVATION 11 i, L J; .1 I UNDISTURBED 7/30/18 FINAL UPGRADE DWGS FT: EARTH 8/8/18 FINAL UPGRADE DWGS NOTE:GROUND COAX BRIDGE PER THE REQUIREMENTS OF THE MOTOROLA R56 MANUAL 3^ 1 11111E-1 I I-111/3/19 FINAL UPGRADE DWGS 1/17/19 FINAL UPGRADE DWGS DRAWING INFORMATION: THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN OICE BRIDGE GROUNDING DETAIL 0 BOLLARD DETAIL OCABLE TRAY DETAIL WITHOUT THE WRITTEN PERMISSION OF THE OWNER. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. PLANS PREPARED BY: y 10" N- } ing�i ' e� NDncE® FORMATION �� A / 5 5 AlII� � �� THIS IS ANACTNEANTENNA BRE Don Cushing Associates r ♦ I /� � ""„ ; mob"^*°"•°^•�"° IN CASE OF EMERGENCY Civil Engineers DETERRENT WIRE GROUNDING CLAMP1 ♦�♦♦♦♦♦♦�I Qj �M nw•i eniseag Meal .urge aa�nw,aatl. ORFORINFORMATIONDALL®oe.as<..a•a. 107 SE WASHINGTON STREET 41 744i � Asa..a.u�a o4/aaa�... .roa.a.n,..ne..nie WASHINGTON COUNTY sn PORTLAND,OR 97214 ` �l�, 1►♦♦♦♦� -li.� �Y ' W 4/'"a•111a�'ie•.r.4/kcm SITE NAME NIt-CANBURY 9 9 e:w."m en (503)3875331 AQawet nap inke.e♦d.,e,na TOWER WWW.CUshin 2n r.COm ♦ : �/ ®we pxaaW ISM..nvYiq no.aawr. REGISTRATION k FLEXIBLE BONDING JUMPER if" 41/ ♦�. ' . ' to Nim cox.Ira oit. 16.sl MdaMhNmundopteRn '�-e1. _)-T e.waatwww,camn.wrisoM.Imgam.a,mom. LICENSURE: EXOTHERMIC WELD CONNECTION V;�/► 41'" ♦ �' SIGN NOTES: FENCE FABRIC GROUNDING CLAMP i a•I•�� SIGN NOTES: 1. SIGN MATERIAL: 18GA ALUMINUM �,C p PROF (10F3) : '�°� 1191. ♦♦ 1. SIGN MATERIAL: IBGAALUMINUM 2. LETTERING COLOR=BLACK/WHITE �(� ��' Yr ' 2. LETTERING COLOR=BLACK 3. BACKGROUND COLOR= WHITE Gj % •�• • ' 3. BACKGROUND COLOR=YELLOW /GREEN GINE 0"� SOFT DRAWN TINNED SOLID COPPER ♦ �.P146- ` CONDUCTOR BONDING FENCE ,ice♦a. . ,I , / 4000.: FABRIC TO GROUND CONDUCTOR ♦`�I' ' ► " O GATE BONDING DETAIL ,e 7" , I C E • �♦ 5 . l OREGON 1�� SCALE:N.T.S. NOTICE OF 19�� r ♦ ^ � o�, �� GATE JUMPER WITH EXOTHERMIC WELD �w;� O'V NOTE:STRIP ALL ORGANICS ((C.))) c GROUND CONDUCTOR WITH ♦♦IP,' \JA O► . RENEWAL DATE 12/31/19 • 4"OF 3/4"CHIP ROCK; a.mnn.yan rynala•n.yontl EXOTHERMIC WELD 1 this nand � *iv j' NO FINES NO ,,,.y FCC � _•�y 4"OF 3/4"-MINUS °""'r0i°Ik"P0'°ilimit SHEET TITLE: re CONNECT FENCE BONDING CONDUCTOR CRUSHED ROCK SMOKING �tl�w.�..� ♦ on win.demau_r TO EXTERNAL GROUNDING ELECTRODE COMPACTED 95% z � =---z.--,..., �,�„ �� - 3:* V, CIVIL & R56 SYSTEM USING EXOTHERMIC WELD OR '�� UPGRADE DETAILS IRREVERSIBLE HIGH-COMPRESSION , t% �yr fr r'• 1 '-,i" SIGN NOTES: FITTING GEOTEXTILE FABRIC, \ \ \ \ \_\ \\ \ SIGN. NOTES: SIGN MATERIAL: 18GA TYPAR-3401 \\ \ \ \ \ \ \ \ \\// 1. SIGN MATERIAL: 18GA ALUMINUM OR EQUIVALENT ,�/ / / / / / / / ALUMINUM 2. LETTERING COLOR= 2. LETTERING COLOR= COMPACTED SUB BASE BLACK BLACK/WHITE 3. BACKGROUND COLOR= 3. BACKGROUND COLOR= WHITE I RED WHITE/BLUE SHEET NUMBER: E FENCE BONDING DETAIL CI COMPOUND DETAIL O SIGNAGE DETAIL Cr4 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. NOTE: 1. FOR ADDITIONAL SHELTER INFORMATION REFER TO SHELTER DRAWINGS BY SHELTER ONE FOR MODEL C115215105-24014 2. REMOVE EXISTING OUTER LAYER DRYWALL AND 9 - 1 - 1 HOUSE WRAP AND INSTALL 5/8"THICK PT PLYWOOD SHEATHING WITH GRACE ICE AND WATER SHIELD FOR ATTACHMENT OF THERMOBOND AGGREGATE PANEL 3. INSTALL NEW THERMO BOND AGGREGATE PANELS PER MANUFACTURERS REQUIREMENTS INCLUDING POLICE•FIRE•MEDICAL NOT LIMITED SIDING BUTT JOINTS,CUT OUTS, SEALING AND FLASHING DETAIL. 4. THERMO BOND TO PROVIDE COMPLETE SIDING PROJECT INFORMATION: REPLACEMENT KIT INCLUDING NOT LIMITING AGGREGATE PANELS AND TRIM KITS. �_� 5. THE EXISTING SIDING MUST BE FULLY REMOVED FROM ALL SURFACES AND THE NEW SIDING PROPERLY LOCATED UNDER ALL EXISTING BUILDING CANTERBURY FIXTURES,I.E.ELECTRICAL BOXES,COAX PORTALS, HVAC UNITS,ETC. 6. UTILIZE EXISTING ENTRY LOCATIONS FOR EXTERIOR FIXTURES SUCH AS CAMERA CABLING ETC. 10310 SW CANTERBURY LANE TIGARD,OR 97224 DATE RELEASE 3/30/18 PRELIM UPGRADE DWGS 4/10/18 FINAL UPGRADE DWGS 4/20/18 FINAL UPGRADE DWGS 5/3/18 FINAL UPGRADEDWGS 7/24/18 FINAL UPGRADE DWGS REPLACE EXISTING ROOF FABRICATE AND INSTALL REPLACE ALL EXISTING SIDING 7/27/18 FINAL UPGRADE DWGS MEMBRANE PER SHELTER ONE NEW DOOR HOOD AND OUTER LAYER DRYWALL 73018 FINAL UPGRADE DWGS REQUIREMENTS,SEE SHEET WITH 5/8"THICK PT PLYWOOD 8/8/18 FINAL UPGRADE DWGS 5.1 SHEATHING WITH GRACE ICE 1/3/19 FINAL UPGRADE DWGS AND WATER SHIELD AND 1/17/19 FINAL UPGRADE DWGS THERMO BOND AGGREGATE PANELS PER MANUFACTURER DRAWING INFORMATION: REQUIREMENTS,SEE SHEET THIS DRAWING IS COPYRIGHTED AND IS THE SOLE C-5.1 AND C-5.2 FOR PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. INSTALLATION DIRECTION REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. *PAO PLANS PREPARED BY: 0.00 cushin g Don Cushing Associates 0 Civil Engineers 107 SE WASHINGTON STREET M =11.1=== SUITE 265 PORTLAND,OR 97214 �� 1503)387-5331 1 •11111••••••=1111111 �� www.cushing-engr.com LICENSURE: 18181 18181 co PROFESS/o :"INET i/. 146, FOR DOORS,HVACS AND / OTHER OPENINGS,SEE SHEET OREGON r C-5.1 FOR SHELTER ONE FC RECOMMENDATION RE SIDING 07,1g \CD A1014/oN CUSS\ RENEWAL DATE 12/31/19 SHEET TITLE: SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT SHEET NUMBER: C-5 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT 11X17 SCALE:1"=4' 22X34 SCALE:1"=2' 1 NOTE: IF ADDITIONAL CLARIFICATION IS NEEDED REGARDING EXISTING SHELTER,REFER TO ORIGINAL MANUFACTURERS SHELTER DRAWINGS FROM SHELTER ONE TYPE C EQUIPMENT SHELTER MODEL 0115215105-24014 DATED 5/7/04 9 ... i . -1.. WCC KEY DESIGN NOTES FROM ORIGINAL SHEET A0.1 SEAL POLICE•FIRE•MEDICAL REPLACE ROOFING MEMBRANE 2.2.1.Steel rat Notes WITH NEW DURO-LAST PER 42 THIS Steel SHEET. 2.1.1.Steel hot rolled plate and shapes shall conform to ASTM A36 PROJECT INFORMATION: 2.1.2.Wall framing shall be minimum 18 gauge structural studs and track with yield strength of 33 KSI galvanized steel. A\ROOFING SYSTEM PER A0.1 ROOF SHEATHING PER AO 1, 2.1.3.Roof and floor framing shall be minimum 12 gauge structural joists and 14 gauge track with yield strength of 33 KSI galvanized steel. / FASTEN PER(1) _ 2.1.4.All structural frame to be screw fastened per drawing S3. �; OPER EDGE FINISH FLASHING, 2.1.5.All welding is GMAW,utilizing filler material(rod)of 0.035°diameter.Welding shall conform to AWS D1.1. W-2 FASTEN PER(5) 2.1.6.All welds shall be full length UNO.Exposed welds shall be ground flush. CANTERBURY f.--7- 1 FLASHING IS TO BE INSTALLED 2.1.7.All exposed steel shall receive 1 coat red oxide primer minimum protection,UNO IN A STRAIGHT AND UNIFORM 2.1,8,All structural belts and nuts Shall conform to A307(minimum)UNO. MANNER TO AVOID DIVOTS AND WARPING OF FLASHING 2.2.Sheathing AT FASTENERS 2.2.1.All wall framing,sheathing,insulation,fasteners and assembly details shall conform with ANSI/UL U423,sheets A3&53. `/ 2.2.2 All roof and floor framing,sheathing,insulation,fasteners and assembly details shall conform with ANSI/UL P518,sheets A3&S3. 2.2.3.Roof sheathing shall be OSB panel,19/32"thick,Exposure 1,APA rated 40120. 1031 O SW CANTERBURY LANE 2.2.4. Floor sheathing shall be 7/8"T&G OSB construction sheathing,exposure 1,span rated 24/16. 3.Insulation TIGARD,OR 97224 REPLACE 5/8'DRYWALL WITH NEW 5/E' T TI T T SUB-SHEATHING 3.1.Floor and roof insulation shall be a minimum of a 6"layer of faced fiberglass baits(Various manufacturers),filling all cavities. NOTICE:THIS DOCUMENT CONTAINS PROPRIETARY 3.2.Wall insulation shall be a minimum of a 5-1/2"layer of faced fiberglass balls(Various manufacturers),filling all cavities. INFORMATION THAT IS THE SOLE PROPERTY OF DATE RELEASE I _ :.-Ty — �. --_ SHELTER ONE AND SHOULD BE TREATED AS SUCH. r 4.Sealing and Cladding NO ONE MAY COPY,REPRODUCE.TRANSMIT OR 3/30/18 PRELIM UPGRADE DWGS FULL COVERAGE GALV.SHEAR SHEETING(PER 4.1.All joints shall be sealed with polyurethane caulk,UNO DISTRIBUTE THIS DOCUMENT IN ANY PART WITHOUT A0.1),FASTEN PER(9) 4.2 Roofing shall be.040"single ply membrane,mechanically attached,manufactured by Duro-last.Installation shall be in strict accordance THE EXPRESSED WRITTEN PERMISSION OF SHELTER Olt ala FINAL UPGRADE DWGS ONE GRIT'S DESIGNATED AGENTS. / to manufacturers requirements.Roofing system shall be rated at 90 mph,Exposure D per ER 5694(System#7). 4/20/18 FINAL UPGRADE DWGS 4.3.Interior wall sheathing shall be 3/8'FRP panel sheathing,exposure 1,span rating 24/0,U.O.N.,over fire rated assembly. ,5/3/18 FINAL UPGRADE TWOS 4.4. Exterior cladding shall be 5/16'thick HardiPanel shall be replaced with Thermo Bond Rock Panels per manfucaturer's specifications. 4.4.1.New Exterior cladding shall be fastened per manufacturer's specifications. SHELTER V ONE 7/24/18 FINAL UPGRADE owes REPLACE ALL EXTERIOR SIDING 4.4.2.Miscellaneous exterior trim and metal components factory finished Kynar/Hylar paint applied over 24 gauge substrate. 7/27/18 FINAL UPGRADE Dwcs �/ WITH THERM BONK ROCK PANELS, 4.5.Miscellaneous exterior trim and metal Com SEALED PER MANUFACTURER'S components 7/30/18 FINAL UPGRADE DWGS REQUIREMENTS. shall be 5-90 galvanized steel sheet,factory or shop finished. alalia FINAL UPGRADE DWGS 4.6.Shop painted parts shall be in conformance with Shelter One specification SP-0025 utilizing urethane enamel over suitable primer. 4.6.1.Color shall be chosen among available standards. 1/3/19 FINAL UPGRADE DWGS 4.7.Bottom cladding skin shall be minimum 26 gauge G90 galvanized steel and shall be of full coverage to provide rodent barrier. 1/17/19 FINAL UPGRADE DWGS Headquarters&Manufacturing The following Is a very basic outline S helter One(S1)would propose for the re-cladding of the series of shelters that were built under the serial number 5887 Monument Drive 24014 for Washing County Oregon in 2004. DRAWING INFORMATION: ra j LI Grants Pass,OR 97526 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE —L__, I I 1)General Note: It is understood that no structural changes will be made in the actual framing or sub-sheathing of the shelter during the re-cladding processes. 541/479-4622 F 541/479-5289 www.shelterl.com PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FLASHING FOR USE BY THE OWNER AND ITS AFFILIATES. 2)Removal of all exterior equipment: Care should be taken to note fastening methods and any possible backing anchors and/or backing structure. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN J C) '',-Clo X 15.3 CHANNEL SKID 3)Removal of Duro-last Roofing system: Remove all exterior upper 24ga steel trim. Fold back roofing materials until underside fastening tabs are exposed. Remove WITHOUT THE WRITTEN PERMISSION OF THE OWNER. all fasten screws/cleats. Remove all fiberglass(FR10)undertayment materials.Clean wood roof deck and/or replace damaged decking as required. PLANS PREPARED BY: 4)Remove Exterior Wall Cement Board Siding: Remove all screw fasteners for each cement board siding panel. Remove panels. Remove all exterior vertical corner PROJECT INFORMATION 24ga steel vertical comers. Remove all exterior"house wrap"vapor barrier and 5/8"drywall. Replace drywall with new 5/8"presure treated strucutral sub-sheathing. .I it .- I If needed,remove exterior wall's bottom edge Z-flashings. Need to remove/brush any rust on the sheet metal below the sheet rock and coat all metal surfaces with rust 24014 Cush 1 n g inhibitor and any other metal parts that have rust on them(ie.door frames,antenna line portals,fan boxes and etc.)This must be done before the plywood is installed over the sheet metal surfaces. WCCCA SHELTERS c•i,it Fngineers Qf .MEMBRANE ROOFING SYSTEM MAYBE PROVIDED WITH RECLADDING NOTES ADDITIONAL TAPERED POLYISOOVANURATE 5)Re-Cladding Process:Typical assembly process by S1 would be as follows. Provide full perimeter caulking at sub-sheathing and skid base. Install bottom of wall to DonChin FOAM INSOUTiON TO PROVIDE POSITIVE DRAINAGE. Cushing Associates SEE NOTES SHEET 01 skid 2-flashing if required for drip edge to new cladding. Unless specified otherwise by new cladding's manufacturer,install full-coverage vapor barrier over Civil Engineers sub-sheathing with Grace Ice and Water Shield. House wrap to overlay bottom flashing detail. Re-install vertical 24ga steel vertical corners.Vertical corners to overlay house wrap and bottom edge flashings. S1 can also provide a quote to WCCCA and/or site contractors for a new full trim package kit.The kit would be provided in full FILENAME 107 SE WASHINGTON STREET 10ft lengths and would need to be cut to length and installed by others. Install new exterior cladding per manufacturer's instructions. WCCCA RecIedding Outline 1.Vwx SUITE 265 PORTLAND,OR 97214 Re-install or install new Duro-last roofing system: This work should be done by a certified Duro-last roofing contractor. Duro-last FR10 Underlayment is installed over (503)387-5331 wood roof deck as fire barrier for membrane roofing system. Duro-last roofing installed with screw&cleat fasteners along hidden underside tabs. Install of exterior DRAWN BY: DATE: www.cushing-engr.com upper trim package also acts as termination of Duro-last roofing system that rolls over the exterior wall by a minimum of 2". NJY 2/26/18 LICENSURE: CHECKED BY: DATE: �� Trim materials: Duro-last has its own line of termination/trim package that uses a very similar c0 PROFESS � FASTENERS pre-finished 24ga steel covering that should be able to match very closely to the original trim \ GINE Q colors. Si can also provide a quote to WCCCA and/or site contractors for a new full trim APPROVED BY: DATE: I,ly Lt'� FASTENER TYPE FREQUENCY LOCATION package kit. The kit would be provided in full 108 lengths and would need to be cut to length 146 and installed by others. 1 #10 X 1-1/4"S/S TORX 3"O.C. ROOF SHEATHING WITHIN 3'OF ENDS 1 #10 X 1-1/4"S/S TORX 4.5"O.C. OTHER ROOF SHEATHING 6)Re-install all exterior hardware and HVAC units: S1 typical install principle is to bed all parts DWG NO: 24014 • OREGON into caulks and then to caulk again all exterior edges to exterior siding. of 2 #10 X 1-1/4"S/S TORX 6"O.C. FLOOR SHEATHING TO FRAME OES ID 3 #10 X 1"SELF DRILL DRYWALL SCREW 8"EDGE, 16"FIELD O.C. INT.WALL CLADDING 7)Finish Caulking:For all roofing material,Dura-caulk should be used. For all new siding SCALE: N/A C 071'‘':3 �Ci materials caulking recommended by siding manufacturer should be used. All caulking should `, 3 #10 X 1"SELF DRILL DRYWALL SCREW 8"EDGE,12"FIELD O.C. INT.CEILING CLADDING have a high UV resistant rating. TITLE: N CUS`' 4 PER MANUFACTURER'S SPECS PER SPECIFICATIONS EXTERIOR CLADDING 5 #10 HWH CH STEEL SCREW W/EPDM WASHER 4"O.C. ROOF TRIM SECTIONAL DETAIL RENEWAL DATE 12/31/19 6 #12 HWH CH STEEL SCREW 48"OC STAGGERED MID-SPAN LOAD STRUCTURE I SHEET REV. 7 FRAME FASTENINGS U.N.O. PER Si,S2&S3 ALL FRAME FASTENING i �� SHEET TITLE: 8 SUB-SHEATHING FASTENING U.N.O. PER UL U423&P518 ALL SUB-SHEATH FASTENING 9 #10 X 1/2"SELF-DRILL K-LATH SCREW 12"O.C.EDGE&FIELD SHEAR SHEATHING J SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT II SHEET NUMBER: C-5'1 SHELTER ONE RECLADDING DETAIL 1 . . 9 _ 1 . 1 C s°gg a# =l- POLICE•FIRE•MEDICAL S• .E PROJECT INFORMATION: ts a — NOTES: F' i_� ;� 1.AGGREGATE TO BE ATTACHED TO WOOD SHEATHING WITH 4,, W-2 4 2. PAT STAINLESS STEEL 1 C-C „` CANTERBURY 4 2.SCREW PATTERN TO BE 1'C-C AROUND EDGE AND 2'IN FIELD. �/ 3.PRESS LOOSE AGGREGATES FROM PANEL SPOILS INTO WET CAULKING `� I • r AT ALL EXPOSED PANEL FASTENERS TO CONCEAL FASTENERS. ^ G il 10310 SW CANTERBURY LANE ‘A' TIGARD,OR 97224 Z c^ DATE RELEASE • O _ V 3130/18 PRELIM UPGRADE DWGS .�i 4/10/18 FINAL UPGRADE DWGS POI"..1 4/20/18 FINAL UPGRADE EWES O I"I"I I _ 5/3/18 FINAL UPGRADE DWGS 7/24/18 FINAL UPGRADE DWGS N 3 7/27/18 FINAL UPGRADE DWGS 11 x y ; 7130/18 FINAL UPGRADE DWGS 8/8/18 FINAL UPGRADE DWGS 4.4 1/3/19 FINAL UPGRADE DWGS • • • _n J`c 1/17119 FINAL UPGRADE OWES ' r a DRAWING INFORMATION: HE DRAWING IS COPYRIGHTED AND IS THE SOLE `"` PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY / 1 FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN N - AGGREGATE (,� H U..1 WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PANEL Q W Z t7.: PLANS PREPARED BY: lU cushin • F Q . ( Or II Ung!leers C7 ''' a Q Q Q Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET N , , SUITE 265 PORTLAND,OR 97214 r 1 1503)3875331 www.cushing.ngr.com LICENSURE: , c o PROF- N.., . ;1,1 ��G1N.6,44, ,i--). F,1 z z 146- 1" u Q ✓ • � i • a OREGON J 6,... 9t • t al C 07,1 C9 H- -uN C USO Tz 1,-11" i._.," , E z RENEWAL DATE 12/31/19 - -...- o it a 1" C II O SHEET TITLE: :JX V - M r L F LL SHELTER SIDING AND H u, l ROOF MEMBRANE REPLACEMENT III SHEET NUMBER: C-5.Z THERMO BOND AGGREGATE SIDING DETAIL 1 GENERAL NOTES AND SPECIFICATIONS BASIS FOR DESIGN s 1_ ALL CONSTRUCTION not specifically detailed shall contain,to gestrae twos- the requirements of the 2014 Oregon Structural Specialty Code Code(MSC)and:any Vocal code requirements. AD.S, 2 Starting w ALL TheEco contractor in shall to site cook of l trades, :matte-10.750 Lges ,� Yiorfin9 work The contractor dtaG raerdhale work of do trades; (ECUPT.3t12 i65. All discrepancies shall be caned to the attention of the-engineer I.6AtW'EREY-3760 LOS and resoiend before proceeding with wink, During Lonstrvction phase the contrattor is reepor 'Els for the safety of the buildktg SEISMIC: SITE OLd/AAR"0'.Ss-t;140, POLICE•FIRE•MEDICAL and personnel Provide*dequote,daring read/orbracing in Si.*0.561,SOS-a.796 accordance:with appropriate Locel Stole Gid Notional safety SDI -X0.861,i-1;5,R-6.5 codas, Fa+1.041,.iv-15,rho=1.3 Op=3,0 3 STRUCTURAL ANO MISCELV,N£OUS STEEL shop be in V`rho a Do=14520)(ASD} PROJECT INFORMATION: W X m°'x 17a+15055/(STRENGTH) accordance with ALSC."Specification for the Design.Fob/fasten and Erection of Structural Steel for Buildings"and shot!be ASTM Its 120 MPH(3-SEC GUST)0$''C" 1(t I_� A-36 U.O.N,MI bolts holes shall be:punched or&fled; burning �I V of holes Whop not be permitted, All structural steel shalt hove ene atop coat of paint. CANTERBURY 4. STRUCTURAL ANO MISCELLANEOUS STEEL.shall be In accordance with AISC Specification for the 0eslgn.Fabrication end Erection of Structural Steel for BUgdirsgs'and shalt be INSPECTIONS 8Y OWNERS TESTING AGENCY ASTM A-36 U_00.0..N_ SPECIAL 4_ AG bolts hetes shall be punched or&Hod, T_.__._- ..._... TI tannins of holes shall not be permitted At structor01 stud 10310 SW CANTERBURY LANE is to galvanized- Special Inspections.and testing shah be performed by an approved agency in oceordmlee with the Oregon Structural Specialty Cade TIGARD,OR 97224 An Materials Shall Conform to the following Stondords: (0550).Sections 1703 and 1704,and with the Statement or Special Inspections as required by F8C Sections 1704.1.1 and 1705 for Pips: A53 Or:8(Min Fy,=35 eel) building structural Meme+ft summerized as tailors DATE RELEASE Shapes: A5TM A36/'A5114 A572 Cr.50 Wide Flange: ASTM A992 I. STRUCTURAL STEEL CONSTRUCTION per OSSC Sections 1704.3 3/30/18 PRELIM UPGRADE DWGS tlabeei A500 Or.9,Fy: 46 Ani and lapis 1704.3 including moteriai identification,and shop wedding_ 4/10/18 FINAL UPGRADE DWGS Tholes: ASTM A35 Bone Plates.. ASTM A572 4/20/18 FINAL UPGRADE DWGS Welds 070XX Electrodes S�3118 FINAL UPGRADE OWNS Structural Bolts ASTM A325N Non-structural Botta SAE)429 0r.5 724/18 FINAL UPGRADE DWGS U-Botta: SAE J429 Or.'2 Threaded Rod: ASTM AM/SAE,1429 Cr.2 7/27/18 FINAL UPGRADE DWGS Anchor Bolts. ASTM F155i 4.36POarf_ 7/30/18 FINAL UPGRADE DWGS afalAll Stnertutaf bolts shaft be lightened to"Smog-Tight'as 4s.,sistetr..,PT6 &8/18 FINAL UPGRADE DWGS defined by AISC 14th ED. S. 4 06 1/3/19 FINAL UPGRADE DWGS S. WELDING shall comply with pertinent recunmmndotlans of the I..1, '/f-" 1/17/19 FINAL UPGRADE DWGS American W'eldh q Society Ouolify welding processes and welding r.`•rr rn. operators in accordance with AWS'Standard Oudificotion ` a st IS- DRAWING INFORMATION: Procedures`. Electrodes stietl be 1-70 series;and shalt conform with AMSC spocificotians. ( .,.,...m,0/4./.,,, ( THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FACTION 0100 OS O(SCRIPTION .LAKE 0ON5OInNa,LLC WCCCA SHELTER TIE-DOWNS nom. ROP USED CBY THE OWNER OF AND ITS AFFILIATES.ING PROFESSIONAL.ICNGNEER f A4 won REPRODUCTION OR USE OF THIS DRAWING AND/OR asp sr:Wooee, ,c„,rem SMELTER ONS CJI5E151O5-24014 6A: t2/1/11 THE INFORMATION CONTAINED IN IT IS FORBIDDEN mo rte-to. LAT. 45.71V; LONINT. 7213.48.W ORA*SOOT IRI Al WASHINGTON COUNTY, Ofe SidET NO_51:0 WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ,HOP MO.:t7-063 PLANS PREPARED BY: cushing C 11I Cnginxrs Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET to PROF, SUITE 265 4i,conn.4 POR150W 367LAND, 5831 97214 11 './ e www.cushing-engr.com ft,n,1 ", LICENSURE: `bSCrei Sr I Rr,ES 4 �` PRO/'' V11GINE'',451 146, - , N 011453 6L90 / ' Pf7NIEER gra 7 3-0643 et --4, OREGON / � yi r $woe,RMRAVEO (1)KM= �� 07,�g ci NOT USED .Y, rF 0N CUSN\\- E-4"TG PLATE To 04 5.lit�� r RENEWAL DATE 1 2/31/1 9 howls-0001 4.00)a1t1s MU. SHEET TITLE: 1 14 1 2 DETAIL 1 SHELTER ANCHORS SHELTER TIE-DOWNS 51..V }}r SCALE . 3/4" -=-- 1,—O" S2.0 SCALE : 3/4" — i'-0" 3 ACTON DAIS BY GEsnxaPnGN uuPE CONSULTING,U.0 WCCCA SHELTER TiE-DOWNS SCAie AS nen . PROFEt510NALENGINEER 5.5 et 6a,Cfl,,,Yr_-na.'Mir p. ,>r,W SNSLT1T. 5. ONS 0115815005-5401 4 GATE 12/4/17 . tarn rte-,ora WASHINGTON LONGIT. f R 68-W ORM VT Ali 9017 n0.;52.0 .lee NO.,17-063 SHEET NUMBER: C-5.3 SHELTER TIE-DOWNS 1 NOTE:DOCUMENTATION FOR THE GENERATOR IS TO BE PROVIDED BY THE SUPPLIER CERTIFYING THAT ALL HAZARDOUS CONTENTS AIR INTAKE 1/2"0 HOLE W/1/2"X 2" 61.2" 9/16"0 HOLE W/1/2"X 7 KOHLER CO. ALL-THD 40REZG WILL REMAIN CONTAINED FOLLOWING THE DESIGN EARTHQUAKE FOR THIS SITE.CERTIFICATION OF CONTAINMENT IS TO BE (3-3/4"EMBED.) PROVIDED BY 1)ANALYSIS,2)APPROVED SHAKE TABLE TESTING IN ACCORDANCE WITH SECTION 13.2.5 OF ASCE 7,OR 3) 40 KW 60 HZ 240V AC AREA ALL-THD(3-3/4"EMBED.) BACK BACKUP GENERATOR 9/16"0 HOLE W11/2"X 7" 1 EXPERIENCE DATA IN ACCORDANCE WITH ASCE 7 SECTION 13.2.6.EVIDENCE DEMONSTRATING COMPLIANCE OF THIS REQUIREMENT M 3' 1 9 Mr 1 Mt SHALL BE SUBMITTED TO THE LOCAL JURISDICTION AFTER REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. ALL-THD(3-3/4'EMBED.) s • @'. KOHLER CO.40REZG 40 s A n 9/16"0 HOLE W/1/2"X 7" HOLE W/1/2"X 7" O KW 60 HZ 240V AC ENE ALL-THD(3-3/4"EMBED.) 3 t ALL-THD(3-3/4"EMBED.) BACKUP GENERATOR NEEMMMEWCCCA SIDE 2-#12 THHN PLUS#12 !�®E I I I MK1 ANCHORAGE: O GROUND IN 3/4"RIGID PVC r' 4-PIECES 3"X 3"X 1/4'WASHERS FOR CLAMPING 2-PIECES FB 2"X 1/4"X 78"±DIAGONALS,GALVANIZED A36 POLICE FIRE••MEDICAL CONDUIT(BLOCK HEATER) 4-PIECES 1/2"X 7"ALL-THD ANCHOR BOLTS;PROJECT 2",PROVIDE 3 NUTS AND 3 LOCK • Q 0 AND BATTERY CHARGER WASHERS EACH,2 FOR ALL-THD LOCK TO FB ' 2-CAT-5 CONTROL WIRING,1-4/18 1-PIECE 1/2"X 2"ALL-THD WITH DOUBLE NUTS AND DOUBLE LOCK WASHERS FOR AWG REMOTE START FUNCTION ® ® ® ® ® CENTER LOCK-IN POSITION PROJECT INFORMATION: FRONT KOHLER CO.40REZG ATS-GEN IN 3/4"RIGID PVC 40 KW 60 HZ 240V AC CONDUIT(SEE DETAIL) ikA MK1 ANCHORAGE, MK1 ANCHORAGE, THREADED ANCHORS TO BE GALVANIZED A307,A36,OR ASTM F1554 GRADE 36 W_2 BACKUP GENERATOR 3-3/0 THHN PLUS#8 SEE DETAIL#3 SEE DETAIL#3GROUND IN 2.5"RIGID , -.---c, THIS SHEET THIS SHEET ,,-.. EMBED.ANCHORAGE TEMPLATE TO BE HOT DIPPED GALVANIZED CANTERBURY SEE GENERATOR SPEC SHEET FOR DIMENSIONS PVC CONDUIT �:�' r p, 6" 10111 O 0 1 NOTE:CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE AND WEIGHTS 1-418 AWG HALL EFFECT �!4/I o EN FG -'� m FG FG ADEQUATE ALIGNMENT&FIT PRIOR TO POURING CONCRETE PADS,NOTIFY DON FUEL SENSOR WIRING IN 1�!e ro G gam r. } 18" I #4 X 25"X12" - ° CUSHING ASSOCIATES IF ANY DISCREPANCIES EXIST 3/4"RIGID PVC CONDUIT l ntq i=i"u i-i-r n i 211 111 @ � n 'n I ern- { 10310 SW CANTERBURY LANE (SEE DETAIL) Z =_ ) 12"O.C.TYP. 1 TACK WELDING ANCHOR BOLTS AND X FRAME IS OPTIONAL TO SECURE. IR! �'n' 7 I�c r= _ IIT - hl ILII 7f4 -I="III—I C 11 . : CONTRACTOR NEEDS TO TAKE EXTRA CAUTION WITH WELDING GALVANIZED TIGARD,OR 97224 #4 CONT.IN �� ® , ( e - MATERIAL AND PROTECT WORKERS,ALL WELDS AND FIELDING DRILLING TO BE COLD .. II,N' =�1 Ar-,-,:1 �T_9 a' I I ,�' I I - = ' 1 1� 12" TURNED-DOWN EDGEGALVANIZED. 4'-0'X 9'-6"X 8" 6"MIN.COMPACTED GRAVEL UFER BARE COPPER DATE RELEASE FOOTING FUEL LINE CONNECTION;1" UFER BARE COPPER UFER BARE COPPER GENERATOR AND PROPANE TANK ANCHORS ARE DESIGNED TO MEET THE ESSENTIAL CONCRETE PAD W/#4 BASE UNDER PERIMETER 3/30/18 PRELIM UPGRADE DWGS NPT FEMALE COUPLING FRONTSIDE BACK FACILITY CODE REQUIREMENTS INCLUDING SEISMIC. @ 12"O.C.EA.WAY FOOTING AND SLAB 4/10/18 FINAL UPGRADE DWGS FINAL UPGRADE DVVGS GENERATOR PLAN SCALE:NTS 1 GENERATOR ELEVATION SCALE:NTS 2 MK1 EMBED.ANCHORAGE TEMPLATE SCALE: NTS 3 wee8 FINAL UPGRADE DWGS 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS NOTES: LEGEND NOTES: J 7/24/18 FINAL UPGRADE DWGS AND CONDITIONS AND NOTIFY ENGINEER OF RECORD OF 1. PROPANE TANK REGISTERED WITH D4 SHUT-OFF VALVE 1. SYSTEM SHOULD COMPLY WITH RSR GUIDLINES 7/27/18 FINAL UPGRADE DWGS ANY DISCREPANCIES PRIOR TO START OF WORK. NATIONAL BOARD AND COMPLIES 10'-0"REQUIRED PROPANE 7/30/18 FINAL UPGRADE DWGS UNION 2. CONGASE CONNECTIONS PROVIDED WITH FUEL TANK TANK SETBACK BUFFER; 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND INSTALLED PER NEPA 58 CODE PRESSURE REGULATOR 3. USE GASEOUS LP VAPOR WITHDRAWAL SYSTEM UFER BARE COPPER 8/U/18 FINAL UPGRADE DWGS STRUCTURAL STABILITY DURING CONSTRUCTION.THE NO IGNITION SOURCES 2. PROPANE TANK INSTALLED AT LEAST 4. TO CODE OFFICIAL,PAD IS FOR EQUIPMENT ONLY(NO BUILDINGS) STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN / SEE SHEET C-11 1/3/19 FINAL UPGRADE DWGS DESIGNED FOR STABILITY UNDER THE FINAL 10 FT FROM EXTERNAL SOURCE OF Cdp SOLENOID VALVE 5. CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE ADEQUATE FIT \ 1/17/19 FINAL UPGRADE DWGS WITHIN SETBACK CONFIGURATION ONLY. IGNITION PRIOR TO POURING CONCRETE PADS,NOTIFY DON CUSHING ASSOCIATES IF ANY 3. CODE 2014 OREGON STRUCTURAL SPECIALTY CODE ® FLEXIBLE CONNECTION DISCREPANCIES EXIST (ossc). 3/4'ULTRATITE LIQUIDTIGHT FLEX / lei, \ DOME DRAWING INFORMATION: 4. THE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE THIS DRAWING IS COPYRIGHTED AND IS THE SOLE SOIL BEARING PRESSURE OF 1,500 PSF. NON-MET PVC COND FOR 1-4/18 AWG GALV.1 "0 STAND PIPE POST 5. CONCRETE FOOTINGS,FC=2,500 PSI MINIMUM FOR HALL EFFECT FUEL SENSOR, (1.9"OD)W/CAP -- KOHLER CO.4OREZG 40 KW • MK2 ANCHORAGE,SEE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY COMPRESSIVE STRENGTH AT 28 DAYS. DOME DS_1318 ---- - 60 HZ 24OV AC BACKUP _ _•- - - _ DETAIL#6 THIS SHEET FOR USE BY THE OWNER AND ITS AFFILIATES. 1/4"FLEX FUEL LINE FROM PROP / - i;'i:c,�•'2 !.:.)..,. - 6. REINFORCING STEEL:FY=60,000 PSI TANK TO REG GENERATOR - � ' REPRODUCTION OR USE OF THIS DRAWING AND/OR RELIEF VALVE '''•''- `-•'!''' 7. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE IN THE INFORMATION CONTAINED IN IT IS FORBIDDEN 1'- - SNAP2ITNQN-METALLIC CONN SOLENOID VALVE AND — 1,000 GAL TRINITY LIQUID ACCORDANCE WITH ABC SPECIFICATION FOR THE DESIGN, FUEL GUAGE,R3D . a - —„- WITHOUT THE WRITTEN PERMISSION OF THE OWNER. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR _ NM LIQUID TIGHT CONN CAT 5 REGULATOR TO COME I •_ ..-�• PROPANE FUEL TANK OR WITH GENSET - I■ E BUILDINGS AND SHALL BE ASTM A36 U.O.N.ALL BOLTS VAPOR WITHDRAWAL- Sell �: / EQUAL ON 5'-0"X 16'-0"X 8" PLANS PREPARED BY: HOLES SHALL BE PUNCHED OR DRILLED BURNING OF GROUND PROPANE TANK 1ST STAGE REG;LV4403TR96}"IN ..�..� THICKCONCRETE PADW/ ... HOLES SHALL NOT BE PERMITTED.ALL STRUCTURAL STEEL •�• AND 3/4"OUT •��m TO CARBURETOR • ��•��•"`-`'• ��•��•••�• ��'��•.'-��.�� .:��••�� -��-�' - PER R56 REQUIREMENTS 1,IQU DAL OPAITY - I _ #4 12"O.C.EA WAY SHALL HAVE ONE SHOP COAT OF PAINT. SHUT-OFF VALVE W/DRIP LEG iINi:o i Y'.'':`1. •`a �.,�--a _ ..._ @ LIQUID PROPANE �� _ cushln ALL MATERIALS SHALL CONFORM TO THE FOLLOWING PLUG 3/4"DIA.CONDUIT W/CATS MK1 ANCHORAGE,SEE STANDARDS: FUEL TANK OR i DETAIL#3 THIS SHEET 1 VAPOR WITHDRAWL GALV.2 "PIPE SLEEVE(EMBED 12")FOR H-FRAME ..��.'54/, �_"... ..; .......... ..t.::.. x,•.�,� .;.:•: HOR.UNI-STR W/NON 1,,is F mi„ree:: PIPE: A53 GR.B(MIN.FY=35 KSI) MK2 ANCHORAGE,SE EQUAL _ GAS 3l4"NPT PE FUEL LINE L-±1 B' SHAPES: ASTM A36/ASTM A572 GR.50 - i 3' CORR PIPE CLAMP ( ) WIDE FLANGE: ASTM A992 DETAIL#6 THIS SHEET \.o 'R, i 4'-0"X9'-8"XB" e• �� II III 2ND STAGE REG LV5503B8; : ,�, CONCRETE PAD W/#4 RELIEF VALVE / 1-4/18 AWG HALL EFFECT FUEL Don Cushing Associates BOND TO GROUND RING TUBES: ASOOGRB,FY=46 KSI FINISHED GRADE - . g e. Civil Engineers PLATES: A36 "IN AND 1^OUT '- FG @ 12"O.C.EA WAY SENSOR WIRE IN 3/4"RIGID PVC g 9 NII 11=11Pn=u� 2#12 THHN PLUS#12 GROUND IN / CONDUIT FROM GENERATOR TO WELDS: E70XX ELECTRODES #4 CONT.IN JL 11=11=11,711 IP SERVISERT TOP-CON RISER 107 SE WASHINGTON STREET STRUCTURAL BOLTS: ASTM A325N TURNED-DOWN EDGE ii li�11=11=11= I 11 II 111=11. UFER SOLID BARE COPPER NON-STRUCTURAL BOLTS: SAE J429GR.5/F1554J6 re. UFER SOLID BARE ,D jpllll8' 1"RIGID METAL CONDUIT FROM PROPANE TANK(SEE DETAIL) SUITE 265 FOOTING Q'� _ U-BOLTS: ASTMA36 -I=i►--=11:6J0' L COPPER II g_-g=-1.p=I ' GENERATOR TO DEDICATED — PORTLANDalirr. 0( , 97214/ THREADED ROD: ASTM A307 UFER SOLID BARE _ .--=-=-__1. —— CIRCUIT BREAKER @ BREAKER D BOND TO GROUND RING (503)3875331 COPPER #4X25"X12"@ © PANEL RATING 20A V) www.cushing-engr.com SPECIAL INSPECTION BY OWNERS TESTING AGENCY 12"O.C.TYP, NOTE: KOHLER CO.40REZG 40 KW SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY 5'-0"X 16'-0"X 8"CONCRETE IV USE MK1 EMBED.ANCHORAGE TEMPLATE(SEE DETAIL LICENSURE: AN APPROVED AGENCY IN ACCORDANCE WITH OREGON PAD W/#4 12'D.C.EA WAY t #3 THIS SHEET)FOR GENERATOR MOUNTING 60 HZ 240V AC BACKUP STRUCTURAL SPECIALTY CODE(OSSC)SECTIONS 1703 AND 1704, @ GALV.2q"STANDARD PIPE AND WITH THE STATEMENT OF SPECIAL INSPECTIONS AS SLEEVE EMBED 1'(2,459"ID) USE MK2 EMBED.ANCHORAGE TEMPLATE(SEE DETAIL METER GENERATOR ON 4'-0"X 9'-6' REQUIRED BY OSSC SECTIONS 1704.1.1 AND 1705 FOR BUILDING 6"MIN.COMPACTED GRAVEL #6 THIS SHEET)FOR PROPANE TANK MOUNTING X 8"THICK CONCRETE PAD PI\ SEE PROPANE TANK SPEC SHEET \\N\\\\\\\\\\\\ ` ` ` \ [ '` /� STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS; EASE UNDER PERIMETER ELASTOMERIC CAULK ��\\�\\\\\\�\\ \\\\ • W/#4 @ 12"O.C.EA.WAY �c0 FF 1. STRUCTURAL STEEL CONSTRUCTION PER OSSC SECTIONS FOOTING AND SLAB FOR DIMENSIONS AND WEIGHTS `\_ 1704.3 AND TABLE 1704.3 INCLUDING MATERIAL ATS THOMSON-MARATHON N \Y p • c� ,,,�yGINE�/O/� IDENTIFICATION,AND SHOP WELDING. TS780 2-CAT-5 CONTROL WIRING IN 1/2" //J .. \_ _ MK1 ANCHORAGE,SEE / ' • GENERAL NOTES SCALE: NTS 4 GENERATOR FUEL SYSTEM ELEVATION SCALE:NTS 5 RIGID PVC CONDUIT \� DETAIL#3 THIS SHEET / �>4s- ' MTS SOD C82344 UFER BARE COPPER SEE { OREGON l ALL METAL JOINTS SHALL HAVE 1/2"0 HOLE W/1/2"X 2" 108" H - // .� SHEET C-11 O (� ` CONDUCTIVE NO-LOX APPLIED ALL-THD(3-3/4"EMBED.) 11/16"0 HOLE W/5/8"X 7" CIRCUIT BREAKER PANEL- \ C C• Q7,1� ALL-THD(3-3/4"EMBED.) O T.O.GRANULAR"A"MATERIAL 11/16'0 HOLE W/5/8"X 7" Z �� a 1HOR.UNI-STRUT POWER CONDUIT TO STUB UP AT _,.\\•:, �N C US`\\ ALL-THD(3-3/4"EMBED.) ..115 t NONVEHICULAR AREAS: � • BACKFILL WITH CLEAN _ 11/16"0 HOLE WI 5/8"X 7" r �U5 t �� METER _� -3-3/0 THHN PLUS#8 GROUND IN 2.5"RIGID PVC f:aef:aif:wl:aif'swf'�5f"�.f: NATIVE BACKFILL AND ALL-THD(3-3/4"EMBED,) 11/16"0HOLEW/5/8"X7" CONDUIT FROM GENERATOR TO TRANSFER SWITCH RENEWAL DATE 12/31/19 'N.'f' L'W'�'4"�'A�� 'I.H'.COMPACTTO90%MAX. 3" ALL-THD(3-3/4"EMBED.) L W :kW MK2 ANCHORAGE: -1-4/18 AWG REMOTE START FUNCTION ATS GEN WI' �I�F DRY DENSITY. 1 VEHICULAR AREAS: T 30' 2-PIECES FB 2"X 1/4"X 122-2/5"±DIAGONALS,GALVANIZED A36 \\\\\\\\\\�,\\\N\\\\, \\"\\\ "'I;a .''*m BACKFILL WITH 4-PIECES 5/8"X 7"ALL-THD ANCHOR BOLTS;PROVIDE 3 NUTS AND 3 LOCK WASHERS EACH,2 FOR ALL-THD LOCK TO FB; SHEET TITLE: *EgEg 7- GRANULAR'A'AND STAND PIPE POST PROJECT 2" -REUSE EXISTING CONDUIT WHERE POSSIBLE `. ,•-•.•'..:.:'''1.:7.7‘,.: ••••• COMPACT TO 95%MDD - 1-PIECE 1/2"X 2"ALL-THD WITH DOUBLE NUTS AND DOUBLE LOCK WASHERS FOR CENTER LOCK-IN POSITION ,: TEMPERATURE SENSOR,AKCP SENSOR PROBE 2, G E N E RATO R WARNING TAPE THREADED ANCHORS TO BE GALVANIZED A307,A36,OR ASTM F1554 GRADE 36 AND DIGITAL DIAL CONVERTER,SMT94442A TO BE ":,'1'-0. HOR.UM-STRUT NOTE: LOCATED ON TELCO BOARD IN SHELTER OM" CONDUIT,TYPICAL f---"-- f�"BOND TO EMBED.ANCHORAGE TEMPLATE TO BE HOT DIPPED GALVANIZED PROPANE TA N K 'r r GRDUNO RING ALL CONDUIT INSIDE THE BUILDING MUST BE METAL AND BE GROUNDED PER R-56 STANDARDS. 4N BRICK SAND L NOTE:CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE ADEQUATE ALIGNMENT&FIT PRIOR DETAILS TO POURING CONCRETE PADS,NOTIFY DON CUSHING ASSOCIATES IF ANY DISCREPANCIES EXIST INTERIOR SHELTER LAYOUT IS FOR REFERENCE ONLY. 3/4"NPT PE FUEL LINE TACK WELDING ANCHOR BOLTS AND X FRAME IS OPTIONAL TO SECURE.CONTRACTOR NEEDS TO TAKE EXTRA AND TRACE WIRE GALV.2 'PIPE SLEEVE CAUTION WITH WELDING GALVANIZED MATERIAL AND PROTECT WORKERS,ALL WELDS AND FIELDING DRILLING TO BE THIS GENERATOR&PROPANE LAYOUT IS FOR INFORMATION ONLY AND IS PRESENTED AS A GUIDELINE.VERIFY SITE (EMBED 12")FOR COLD GALVANIZED. CONDITIONS PRIOR TO INSTALLATION OF ALL EQUIPMENT.INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. SHEET NUMBER: H-FRAME GENERATOR AND PROPANE TANK ANCHORS ARE DESIGNED TO MEET THE ESSENTIAL FACILITY CODE REQUIREMENTS INCLUDING SEISMIC. C-6 TRENCH SECTION SCALE:NTS 6 MK3 EMBED 9 MK2 EMBED.ANCHORAGE TEMPLATE SCALE:NTS 17 TYPICAL GENERATOR LAYOUT SCALE: NTS 8 . . . 9 - 1 - 1 FENCING NOTES: UTILITY StIi1 VAIN wcccA. [$ROUND 170/240 VAC METES 1. GATE POST,CORNER,END,OR PULL POST 4"NOMINAL(4"O.D.) 12. U.N.O.GATE POSTS SHALL BE EXTENDED 12 INCHES,INCLUDING /--; YE 3}Ci ADOME CAP,TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. HOW MAIN ikl SCHEDULE 40(50 KSI)PIPE,FOR GATE WIDTHS UP TO 6 FEET 1 r �L Z � �1I`I { j{} 13. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE,AND A POLICE•FIRE•MEDICAL 0b IVO k41 i OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083. SU9.EC7 TOL Al CODES) �.-, 200 ltd C MIS' AlMAY 2. LINE POST:2-3/8"O.D.365 LBS/LIN FT.ASTM-F1083. FULL-WIDTH HORIZONTAL BRACE,SECURED IN PLACE BY USE OF f 3. TOP RAIL AND BRACE RAIL: (1.9"O.D.)PIPE 2.72 LBS/LIN FT GATE BRACE CLAMPS. 04 Y 00 PER ASTM F1083. INSTALL BRACE AT ALL CORNER LOCATIONS 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE PROJECT INFORMATION: f k AND ADJACENT TO GATES. ADAPTOR WITH MODEL 6409,180-DEGREE ATTACHMENT OR 4. GATE FRAME:1-1/2"(1.9 0.D.)2.72 LBS/LIN FT.ASTM-F1083. APPROVED EQUAL. W-2/�I_rD 5. FABRIC SHALL BE TWO-INCH CHAINLINK MESH NO.9 GAUGE 15. GATE LATCH:1-3/8"O.D.PLUNGER ROD WI MUSHROOM TYPE CATCH. V V L 80 (0.148")WIRE.THE FABRIC SHALL HAVE A KNUCKLED FINISH 16. A 6"X 1/2"DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE CANTERBURY FOR THE TOP SELVAGES.FABRIC SHALL CONFORM TO ASTM PLACED AT LINE POSTS. A-392 CLASS 1. 17. STRETCHER BARS SHALL BE 3/16"OR HAVE EQUIVALENT /3/o i A1: 6. TIE WIRE:MINIMUM 11Ga.GALVANIZED STEEL. PROVIDE A CROSS-SECTIONAL AREA. 200 f 4 CNC) #3 0 A 18. U.N.O.ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION 120+2 €I YAC ,, --' BY OTHERS SINGLE WRAP OF FABRIC,TIE AT POSTS,RAILS,AND AT CAP AND BARBED WIRE SUPPORTING ARM. 10310 SW CANTERBURY LANE ie/3M I �� , TENSION WIRE BY HOG RINGS.MAXIMUM SPACING 24"O.C. 19. ALL CAPS SHALL BE MALLEABLE IRON,DOME OR ACORN SHAPED AS TIGARD,OR 97224 I 7. TENSION WIRE:MINIMUM 7 Ga.GALVANIZED STEEL. REQUIRED BY PIPE SIZE. BYO S SRC( 04 AWG 8. U.N.O.BARBED WIRE:DOUBLE STRAND 12 Ga.1/2"O.D.TWISTED 20. OTHER DBYHARDWAREPIPMAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, 9 YOV/S.0.0 WIRE TO MATCH W/FABRIC,14 Ga.4PT.BARBS SPACED ONBAND CLIPS AND TENSION BAND CLIPS. DATE RELEASE APPROX.5"CENTERS. 3/3018 PRELIM UPGRADE DWGS OR # NETA 21. U.N.O.WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED,24" RECEPTACLE GLE 200A I 9. U.N.O.BARBED WIRE GATE GUARDS SHALL BE FITTED WITH 4/1018 FINAL UPGRADE DWGS DIAMETER COIL.BARBED TAPE,STAINLESS STEEL,CYCLONE FENCE kill DOME CAPS. 4/2018 FINAL UPGRADE DWGS 10. U.N.O.BARBED WIRE SUPPORT ARMS SHALL BE PRESSED MODEL DSP TO TYPE III SHALL BE FURNISHED.IT SHALL BE 5,,3,18 FINAL UPGRADE DWGS STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX(6)BARBED WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST. 7/24/18 FINAL UPGRADE DWGS 11. PROVIDE TWO 5 FOOT WIDE OUT SWINGING GATES,(UNLESS 22. U.N.O.ALL CHAINLINK FENCING COMPONENTS MUST BE HOT DIPPED 7/27/18 FINAL UPGRADE DWGS NOTED OTHERWISE).NO PERSONNEL GATES ARE REQUIREDGALVANIZED. 3010 FINAL UPGRADE DWGS ONE-LINE Wl i I CV G D A SAM GATES(UNLESS SHALL BE ABS LE TO LOCK.DIRECTED BY THE CONSTRUCTION MANAGER). 23. WHEN IN USE,PRIVACY SLATS TO BE A NEUTRAL COLOR. 8/8/18 FINAL UPGRADE DWGS 1 "�.. _.. `.... _.. ... 1/3/19 FINAL UPGRADE DWGS ALE: NGS 107/19 FINAL UPGRADE DWGS DRAWING INFORMATION: THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN ONE-LINE DIAGRAM SCALE:NTS 1 GENERAL FENCE NOTES SCALE: NTS 2 WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PLANS PREPARED BY: POST TO BE SCH.40(50 KSI)ON • ALARM and Communication Wiring HINGE SIDE OF ALL GATES cushlno- NO SCALE8'-0"-10'-0" 12'-0" 3 STRANDS OF BARBED WIRE TYPICAL PANEL TYPICAL GATE TOP RAIL i'-,, MOUNTED ON KNEE BRACE AS SPECIFIED;BRACE TO OUTSIDE 4'�QAX 1/4"x3/4"STRETCHER BAR WI Don Cushing Associates PROPANE %�I MUSHROOM BANDS Civil Engineers TANK (2t. 6 /// • FENCE POST TYP,;SEE CHART 107 SE WASHINGTON STREET FNE Rack/S8e Switch \ �_-I�_•.•-•.�-•.•_•.•-•_•-•__. ..• _•_.�.•.... _. ( ) SUITE 265 .•Oi O.=•=•--' • "ii:t•O"::�:•:':•:'l :::: : :•::3- :::::::::::::::$" ❖•0 - BELOW FOR SIZE PORTLAND,OR 97214 I r'.i�i 0 •:'§V H••••♦•••--�. 0000-- ��i0•• •:N � •O.iO :.:::::::**),11M44::::::::::$Oi•• .O. `.I (Ports to be asngned and provided by WCCCA Tech) • •••:••. ii'i. '' al'S•J .�� :::::::::•••:N dd- (503)387-533199 418AWG,Shielded __ _ -__ PJr` 40♦ �;J.000;0�.R::::JO::•p 0� ; ��•: www.cushin �n r.com / .maa k, t I• --- -------=.,:b.,.•.-..t.t_. .4........:-�R..........- 1 CHAIN-LINK FABRIC;TO TOUCH Tank Comm/White (/�aassu._awh robotZ. i 0�• •:• •••••.O•••••••••••:e"i ":1- p•• •.:4:::*•- .:.'••Oi•* (Coleman-P40073-1A) i ••v- O.O:Od °..•.0••0•L��.•.i•..•: iiiii:::::::��`I .:.p6.0� GROUND LICENSURE: CATS Ethemet GRADE SITE PER NOTES ON •�,�• .'��.•p...0.•0'00`:4=�:�•-�:❖.•4.� - O.O•O4�O� �.O��Jr ••'�•�•0 :- AKCPCtH/Blue SHEET G-1 .AvO J4�i :...:.::':.:tbro 8• '"• v_ ' •"'-�-'- ..-,............4-0' TENSION WIRE AT BOTTOM OF / / • CATS Ethernet PR GrnC[rl/Rlue 6"}!?.� '4: -�d:35>E1Y•.11*sa ' FABRIC D OF n q Wil 1 JI*e lI `(`.R FSS 4/18AWG,Shielded AID Telco Board 1GINEF �� -Tank Comm/White- _CATs Ethernet ATSCId/Bwe AKCP AKCP .._..; FOOTING W/1/2"CROWN;SEE 4 `/ -4 q (Coleman-P40073-1A) Teak 1 1 CATs Dewe TRUSS OR TENSION ROD AS REQUIRED t� (IP Address 11, Monitor I 14-222.-Ethernet/6km W/8---- 4/18AWG.Shielded 1 Unit CHART BELOW FOR SIZE& 146,. • -W/e- Provided by Tank Comm/White °e a DEPTH I " g/yy WCCCA Tech) --B/W- 4/GBAWGJ ray f J I --wro -W/ W/� -ole- FOR SIGNAGE,SEE DETAIL 6 THIS SHEET Q OREGON�0) --O/W- ALARM BLOCK 11 -W/G- -W/8-8-AC Power Normal(Normal Close) FC 07,1� w „....\C.)-G/W- -6/W- 00'V/ \ -win,- CATS _ -yyI 9.AC Power Emergency(Normal Close) FENCE&GATE NOTES: C US -arm- -ATSAlartns/Orange 0/w--- 1. GATE FRAME-1-7/8"OD,TOP&BRACE RAIL-1-5/8"OD,SCH.40(50 KSI)ASTM-F1083. 2. FABRIC:9 GA.CORE WIRE SIZE 2"MESH FABRIC;FABRIC TO TOUCH GRAVEL BASE. urs 3. TIE WIRE:MINIMUM 11 GA.GALVANIZED STEEL. RENEWAL DATE 12/31/19 Tank Level/Orange 4. BARBED WIRE:12"(3)STRAND. GENERATOR 5. GATE LATCH:SEE DETAIL 5 THIS SHEET;VERIFY WITH CONSTRUCTION MANAGER. (IP Address to be ALARM BLOCK R1 SHEET TITLE: Provided by WCCCA Tech) --W/8 14-COMMON FAULT(Normal Close) \ / CATS Gen ala ms/Orange ti_-p/yy 1 6'HIGH GATE/FENCE SITE DETAILS --W/O 15-COMMON WARNING(Normal Close) -0/W POST TYPE POST DIAMETER FOOTING SIZE NOTES: --W/G 16-GEN FAIL TO START(Normal Close) -GAN LINE POST 2-3/8"0 12"0x33" 1. ALL POSTS:SCH.40(50 KSI)ASTM-F1083 W/&--17-GEN NOT IN AUTO(Normal Close) CORNER POST 4"0 16"0x36" 2. ALL FENCING TO BE ENGINEERED BY Brie GATE POST 4"0 16"0x36" FENCING MANUFACTURER&APPROVED 1 BY PROJ.MGR.FENCE MANUFACTURER IS -W/B--18-FUEL LOW/HIGH(Normal Close) I TO VERIFY ADEQUACY OF TABULATED DIAGRAMS PROVIDED BY WCCCAi env POST&FOOTING SIZES SHEET NUMBER: C-6.1 ALARM AND COMMUNICATION WIRING SCALE:NTS 3 TYPICAL FENCE ELEVATION SCALE: NTS 4 STRUCTURAL BY OTHERS STRUCTURAL BY OTHERS THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY 9 — 1 — 1 A POLICE•FIRE•MEDICAL REMOVE EXISTING COLLAR MOUNT AND STAND OFF ARM ON EAST SIDE AND PROJECT INFORMATION: INSTALL NEW COLLAR MOUNT AND MODIFIED ADJUSTABLE STAND OFF ARM REMOVE EXISTING COLLAR A 11 _2 TO CREATE A 10'CENTER TO CENTER MOUNT AND STAND OFF ARM ON V SEPARATION AND MOUNT NEW(1)700/ WEST SIDE AND INSTALL NEW CANTERBURY 800 MHz RX ANTENNA W/TTA COLLAR MOUNT AND MODIFIED REF.3,5(TTA) ADJUSTABLE STAND OFF ARM TO CREATE A 10'CENTER TO MOUNT EXISTING(1)800 MHz RX CENTER SEPARATION AND ANTENNA ON TO NEW COLLAR MOUNT MOUNT NEW(1)700/800 MHz RX 10310 SW CANTERBURY LANE REF.1 ANTENNA W/TTA TIGARD,OR 97224 EXISTING LIGHTNING ARRESTOR REF.4,5(TTA) REF.16 RELOCATE EXISTING TTA TO BE DATE RELEASE MOUNTED ON SAME ARM AS PROPOSED 6'0 MW ANTENNA 3130.'18 PRELIM UPGRADE DWGS EXISTING 800 MHz RX ANTENNA TO SHERWOOD @ 209°AZIMUTH EXISTING(1)800 MHz RX ANTENNA EXISTING TTA REF,2 REF.8 4/10/18 FINAL UPGRADE DWGS REF.1 REF.2 4/20/18 FINAL UPGRADE DWGS TOP OF TOWER PROPOSED 6'0 MW ANTENNA TOP OF TOWER 5/0/18 FINAL UPGRADE DWGS / @ 120'-0"AGL+/- sr RAD CENTER @ 120'-0"AGL+/- \ / @ 120'-0"AGL+/-'Y 7/24/18 FINAL UPGRADE DWGS EXISTING 800 MHz RX ANTENNA ri EXISTING 4'0 MW ANTENNA EXISTING 800 MHz RX ANTENNA 't _ EXISTING 4'0 MW ANTENNA Rm8 FINAL UPGRADE DWGS • BASE ELEVATION @ 120'-0"AGL+/- _ /RAD CENTER @ 11 T-0"AGL+/-V BASE ELEVATION @ 120'-0"AGL+/- —" '! -/ RAD CENTER @ 11 T-0"AGL+/- 730/18 FINAL UPGRADE DWGS • EXISTING 60 MW ANTENNA - " EXISTING 6'0 MW ANTENNA ch, EXISTING 800 MHz TX ANTENNA ON ',,h,4 EXISTING 6'0 MW ANTENNA8/8118 FINAL UPGRADE DWGS sr RAD CENTER @ 116-0"AGL+/- = RAD CENTER @ 114'-0"AGL+/- TO REMAIN NORTH FACE OF EXISTING PLATFORM RAD CENTER @ 114'-0"AGL+/-� 1/3/19 FINAL UPGRADE DWGS EXISTING 6'0 MW ANTENNA TO REF.13 1/17/19 FINAL UPGRADE DWGS BURNTWOOD @ 324.24°AZIMUTH EXISTING 4'0 MW ANTENNA TO EXISTING 4'0 MW ANTENNA TO DRAWING INFORMATION: REF.6 PETE'S MTN @ 138.2°AZIMUTH RELOCATE EXISTING 800 MHz TX--_._ @ PETE'S MTN138.2°AZIMUTH ANTENNA ON NORTH FACE OF THISDRAWINGIS COPYRIGHTED AND IS THE SOLE REF.24 REF.24 PROPERTYOFOF THE OWNER.IT IS PRODUCED SOLELY EXISTING PLATFORM EXISTING 6'0 MW ANTENNA TO REF.15 EXISTING 6'0 MW ANTENNA TO REP USEEPRODUCCBTHE OWNER ANT ITS IA. REPRODUCTION OR USE OF THIS DRAWING FFILAND/OR 41,EXISTING VARIOUS OMNI ANTENNAS PARRETT MOUNTAIN @ 215.84° PROPOSED(2)700/800 MHz TX ANTENNAS PARRETT MOUNTAIN @ 215.84° THE INFORMATION CONTAINED IN IT IS FORBIDDEN • BASE ELEVATION 96'-0"AGL+/- I AZIMUTH BASE ELEVATION 96'-0"AGL+/- ./�- AZIMUTH WITHOUT THE WRITTEN PERMISSION OF THE OWNER. @ @ y/ REF.23 REF.23 INSTALL(2)NEW 700/800 MHz TX PLANS PREPARED BY: EXISTING(1)900 MHz PAGING ANTENNAS TO BE SPACED 10' EXISTING(1)900 MHz PAGING EXISTING(2)800 MHz TX ANTENNAS ANTENNA MOUNTED ON CENTER TO CENTER ANTENNA MOUNTED ON C u s h 1 n ON NORTH FACE OF EXISTING SOUTH FACE NEW AND EXISTING ANTENNAS TO BE SOUTH FACE PLATFORM REF.11 SPACED EQUALLY ON NORTH FACE REF.11 ( II Erlgineen REF.13,15 OF EXISTING PLATFORM.CORNERS ON ADJACENT FACES OF PLATFORM Don Cushing Associates TO REMAIN EMPTY - EXISTING 6'0 MW ANTENNA Civil Engineers EXISTING PLATFORM NOTE:EXISTING(1)TRIMET 700 REF.12,14 - RAD CENTER @ 75'-0"AGL+/- MHz RX/TX ANTENNA(REF.9) - . 107 SE WASHINGTON STREET AND EXISTING(1)800 MHz MDT SUITE 265 ANTENNA(REF.10)MOUNTED EXISTING 6'0 MW ANTENNA @ 116' PORTLAND, 97214 ON EAST FACE NOT SHOWN RAD CENTER TO BE RELOCATED TO (503)3875-5 331 www.cushing-engr.com FOR CLARITY,SEE SHEET C-9 75'RAD CENTER WITH TBD°AZIMUTH NOTE:EXISTING(1)TRIMET 700 TO COOPER MTN MHz RX/TX ANTENNA(REF.9) LICENSURE: REF.6 ON EAST FACE NOT SHOWN FOR CLARITY,NG( ) SEEM MHz MDT C\C PRO/- EXISTING 120'TALL MONOPOLE EXISTING(1)800 MHz MDT Q ANTENNA(REF.10)TO BE (�� REMOVED,TERMINATE LINE ,c_j „\AGINE,�,, �4 KIT,WEATHER SEAL `�/ NY' v,1' U CONNECTORS AND SECURE t 146 c x" LINE TO EXISTING MOUNT / OeOREGON-to) , C• 07 1 C) ' ' C US RENEWAL DATE 12/31/19 EXISTING 11'-9"X 21-9" EQUIPMENT SHELTER SHEET TITLE: TOWER -- ELEVATIONS I. 1 I GROUND LEVEL(GL) d 1 GROUND LEVEL(GL) SHEET NUMBER: C-7 EXISTING WEST ELEVATION 11X17 SCALE:1"=20' 22X34 SCALE:1"=10' 1 PROPOSED TOWER LOADING WEST ELEVATION 11X17 SCALE:1"=20' 22X34SCALE:1"=lo, 2 TOWER LOADING - RFDS REV. 8 DATED 12/28/18 LMR800 LMR 800 P25 800 MHz MDT TRIMET Microwave 2-ParrettMtn Microwave 2-Pete'sMtn Microwave 1-Cooper Mt Microwave 2-Sherwood GPS GPS(P25) Paging(900 MHz) GPS Paging Ar Terminal 9 . ilii� .„„ J Equipment Manufacturer Equipment Model# Antenna Data Rx EXISTING/Replaced _ EXISTING/Replaced _ EXISTING/Replaced NEW DESIGN Manufacturer Amphenol Sinclair Amphenol Sinclair RFS RFS RFS RFS Trimble Trimble TrimblewcocA Model BCD-800101-EDIN-x-25 $C4791-F1LDFD4F&P BCD-800101-EDIN-x-25 SC412-H. SBX6-W100C SBX4-W1000 SBX4-W100C SBX4-W100C Bullet II Bullet Ili Accutime Weight(Ibs) 33.1 34 33.1 79 198 77 77 77 5 5 s POLICE*FIRE•MEDICAL Dimensions(irches)(hMNxD) 134.5x4.3 173.4x3.5x3.5 134.5x4.3 2515x5 6. 4' 4' 4 2.61x3.05 2.61x3.05 2.85x3.74 Wind Load Area(1/2"Ice)ft' 73 tet See Data Sheet 731b( 142 See Data Sheet See Data Sheet See Data Sheet See Data Sheet WA NA WA Gain(dBd)/(dB) 10.OdBd(12.1d13) 9.5/11.65 10.OdBd(12.1dB) 11.5dBd/13.6dBi 43.4 39.9 39.9 39.9 30 30 WA Number of Antennas(Rx) 1 2 1 1 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 2 2 1 PROJECT INFORMATION: Duplex Rx/Tx N N Y Y _ Y _ Y Y N N N RAD Center Rx(ft) 125 127 101 103 114 117 75 120 Ice Bridge 21 Ice Bridge W-2 Mounting Elevation Rx(ft) 120 120 120 120 96 96 114 117 75 120 Ice Bride 20 lee Bridge NA Y Y Reference Number 1 2 3/4 5 10 9 23 24 6 8 17/18 19/20/22 21 16 CANTERBURY Azimuth TN 215.84 138.2 _ 294.2 209 H Polarity Horizontal Beamwklthh 360 Electrical/Mechanical Tdt• 1.1 Tag Identifications 10310 SW CANTERBURY LANE Antenna Data Tx TIGARD,OR 97224 Manufacturer Amphenol Sinclair Amphenol fvbdel BCD-80010-ERIN-x-25 SC479FFILDFD4NUP BCD-87010-EDIN Weight(Ibs) 33.1 34 27 DATE RELEASE Dimensions(inches)(H,W,D) 134.5x4.3 173.4x3.5x3.5 134x2.6 3130/18 PRELIM UPGRADE DWGS Wind Load(@100mph) 73 Ibf See Data Sheet 4r1a1e FINAL UPGRADE DWGS Gain(dBd)/(dB) lO.OdEd(12.1dB) 9.510d0d(12.1 dB) 4/20/18 FINAL UPGRADE DWGS Number of Antennas(Tx) 2 21 518 FINAL UPGRADE DWGS RAD Cerner Tx(ft) 101 103 7/24/18 FINAL UPGRADE DWGS Mounding Elevation Tx(f) 96 96 Reference Number 13/15 12/14 11 7/27/18 FINAL UPGRADE DWGS Azimuth TN 7/30/18 FINAL UPGRADE DWGS Polarity 8/8/18 FINAL UPGRADE DWGS Horizontal Beamwidth _ 1/3/19 FINAL UPGRADE DWGS Electrical/Mechanical Tit• 1/17/19 FINAL UPGRADE DWGS Tag Identifications Feed Lines Rx LMR800 TTA-Testport Cable LMR 800 P25 TTA Teat Cable(P26) 800 MHz MDT TRIMET Microwave 2-ParrettMtn Microwave 2-Pete'sMtn Microwave 2-Cooper Mt Microwave 2-Sherwood OPS GPS P25 Paging(900 MHz) OPS Paging DRAWING INFORMATION: Manufacturer Commscope Commscope Commscope THIS DRAWING IS COPYRIGHTED AND IS THE SOLE Number of Feeders 1 1 2 1 1(Rx&Tx) 1(Rx&Tx) 1(R 8,Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 2 2 1 PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY Feeder Type LDF5 LDF2 AVA5-50 LDF4-50A FSJ4 LDF5 E105waveguide E105waveguide EU80 ELSO FSJ1 LDF4-50A Proprietary cable FOR USE BY THE OWNER AND ITS AFFILIATES. Feeder Length(ft) 170 40 20 REPRODUCTION OR USE OF THIS DRAWING AND/OR Number of Jumpers 1 2 2 2 1 1 THE INFORMATION CONTAINED IN IT IS FORBIDDEN Jumper Type FSJ4 FSJ1 LDF4-50A LDF4-50A FSJ4 FSJ4 Flexwaveguide Flex waveguide Flex waveguide Flex waveguide FSJ1 None WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Jumper Length(ft) 30 10 10 30 30' 24' 24" 24" 24' 30(92) Lightening Arrestor DC50LNZ+26M4 DC5OLNZ+26M4 FE:3409-01-0066 IS-NEMP-C2-M4 None None None None IS-NR5OLNE+6(x2) PLANS PREPARED BY: Tag Identification(Labeling) R-W-G-R R-W-G-V V-W-G-R/V V-W-G-G R-W-B-R B-W-B-R None None R-W-V-V R-W-V-G R-W-Y-R/V V-W-Y-R/V/G R-W-Y-G u s h i.n�- Entry Port Location D1 D2 C2 F2 Cl Al Cl Al D2 C C Cable Number Overall Insertion Loss /-!•. (-- Feed Lines Tx Manufacturer Commscope Don Cushing Associates Number of Feeders 2 2 1 Civil Engineers Feeder Type LDF5 AVA5-50 FSJ4 Feeder Length(ft) 107 SE WASHINGTON STREET SUITE 265 Number of Jumpers 2 2 Jumper Type FSJ4 LDF4-50A FSJ4 . PORTLAND,ORR 97214 (503)3875331 Jumper Length(ft) 30 10 30 www.cushing-engr.com Lightening Arrestor IS-CTSO1it4Mk(x2) HS:3409-014066 Tag Identification(Labeling) R-W-R-R/V V-W-R-R/V _ R-W-R-G LICENSURE: Entry Port Location Fl/El _ _ C2 CableverNumber _ (�D PRore Overall Insertion Loss - /' Miscellaneous Tower Hardware TTA TTA P25 sc Equip Manufacturer/Type Bird Bird Model Number 429-831141 437-831-01-T t k.f �/ M - — �(=sI N�I'�� Weight(Ibs) 20 25 _ 146- Dimensions(inches) 18x8x6 11.3x 7x 10.2 ` >_ Quality/Mounting Elevation 1/120 2/120 ir r Reference Number 2 5OREGON ,.. t eC 07,1� A ,\\C) ORDERTOWER #:ANN8U 2A STURER:VALMONT ON CUS`\ DRAWING#:DD3374Z CLIENT REQUEST(REVISION G PARAMETERS): • STRUCTURE CLASS III FOUNDATION It:B-121289 • EXPOSURECATEGORYD RENEWAL DATE 12/31/19 • TOPOGRAPHIC CATEGORY SITE SPECIFIC CLASSIFICATION OF STRUCTURE: • CLASS THREE:STRUCTURES USED PRIMARILY FOR ESSENTIAL COMMUNICATIONS SHEET TITLE: SUCH AS:CIVIL OR NATIONAL DEFENSE,EMERGENCY,RESCUE OR OTHER DISASTER OPERATIONS,MILITARY AND NAVIGATION FACILITIES. TOWER LOADING EXPOSURE CATEGORY: • EXPOSURE D TOPOGRAPHIC CATEGORY: RFD S • SITE SPECIFIC RFDS THIS STRUCTURE WILL ALSO MEET THE REQUIREMENTS FOR AN ULTIMATE WIND SPEED OF 130 MPH(RISK CATEGORY IV),IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE. SHEET NUMBER: C-8 GENERAL NOTE:ALL RUSTED OR DAMAGED TOWER STRUCTURAL BY OTHERS N MOUNTING HARDWARE OR MOUNTS SHALL BE MN REPLACED WITH NEW DOUBLE DIPPED GALVANIZED OR STAINLESS PARTS,AS APPROPRIATE 16° 9 .. 1 s„, -1. PROPOSED 700/800 MHz TX ANTENNAS TO BE ANTENNAS TO BE SPACED EQUALLY ON NORTH .. SPACED 10'CENTER TO CENTER ON NORTH FACE OF EXISTING PLATFORM.CORNERS ON EXISTING 6'0 MW ANTENNA TO FACE OF EXISTING PLATFORM ADJACENT FACES OF PLATFORM TO REMAIN BURNTWOOD @ 116'RAD EMPTY CENTER TO BE RELOCATED TO EXISTING 800 MHz RX PROPOSED 700/800 MHz 75'RAD CENTER WITH TBD° ANTENNA @ 120'BASE POLICE=FIRE=MEDICAL TX ANTENNA AZIMUTH TO COOPER MTN ELEVATION REF.14 REF.6 REF.1 RELOCATE EXISTING PROJECT INFORMATION: 800 MHz TX ANTENNA .* REPLACE EXISTING PROPOSED 700/ 1 n/ EXISTING 800 MHz X F.15 r, D COLLAR MOUNT 800 MHz RX y y-2 T ,� ANTENNA&TTA ANTENNA TO REMAIN /� i STIFF ARM,TYP. @120'BASE CANTERBURY REF.13 ,I EXISTING TRIMET 700 RELOCATE EXISTING TTA ELEVATION '� jivyPROPOSED 700/800 MHz 4;"...0.....",./' , ' I MHz RX/TX ANTENNA FROM WEST MOUNT TO REF.4,5(TTA) TX ANTENNA I�O��%� TO REMAIN NORTH MOUNT ice/ ��/� I REF.9 EXISTING 6'0 MW REF.2 TTA REF.12 'moi/��/ ANTENNA @ 114'RAD ..• (TTA) 10310 SW CANTERBURY LANE i G,, 1101V,S6 6• TIGARD,OR 97224 �� ` CENTER TO PARRETT AZIMUTH ��,�j�...04, MOUNTAIN,AZIMUTH PROPOSED 7001800 MHz ,� DATE RELEASE • EXISTING 1 800 MHz 215.84° '� ��Q ( ) RX ANTENNA 8 TTA @ 120' 3/30/18 PREUM UPGRADE DWGS • �� . MDT ANTENNA(REF.10) REF.23 BASE ELEVATION \♦ Q� TO BE REMOVED EXISTING LIGHTNINGanwls FINAL UPGRADE DWGS ♦♦��\ � ITERMINATELINEKIT, REF.3,5 TTA �6ARRESTOR42U/18 FINA UPGRADE DWGS ♦ ♦\ IS ' (TTA) `��... WEATHER SEAL REF.16 513118 FINAL UPGRADE DWGS �```,,``�\ II CONNECTORS AND �A III SECURE LINE TO 7/24/18 FINAL UPGRADE DWGS EXISTING EMPTY 7/27/18 FINAL UPGRADE DWGS • ��Q.'1 EXISTING MOUNT MOUNT z/37/18 FINAL UPGRADE DWGS EXISTING 900 MHz PAGING �`♦�♦�, ♦\ &8/18 FINAL UPGRADE DWGS ANTENNA TO REMAIN ♦� EXISTING 4'0 MW THIS DISTANCE MUST Q� 1/3/19 FINAL UPGRADE DWGS REF.11 ♦ C ANTENNA @ 117'RAD BE EXACT TO CENTER TO PETE'S ENSURE 10'CENTER 1/17/19 FINAL UPGRADE DWGS MOUNTAIN,AZIMUTH TO CENTER 138.2° SEPARATION OF RX DRAWING INFORMATION: REF.24 ANTENNAS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY PROPOSED 6'0 MW FOR USE BY THE OWNER AND ITS AFFILIATES. ANTENNA @ 120'RAD REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN CENTER TO SHERWOOD, WITHOUT THE WRITTEN PERMISSION OF THE OWNER. AZIMUTH 209° REF.8 PLANS PREPARED BY: °AZIMUTH DIAGRAM (96' ELEVATION) EAZIMUTH DIAGRAM (MICROWAVE ELEVATION) °AZIMUTH DIAGRAM (120' ELEVATION) cushing SCALE: N.T.S. SCALE:N.T.S. SCALE:N.T.S. Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET SUITE 265 PORTLAND,OR 97214 (503)387-5331 W W W.cushing.engr.com LICENSURE: GPS LMR ANTENNA GPS P25 ANTENNA GPS 900 PAGING BRIDGE BRIDGE TO ICE MOUNTBRIDGEED TO ICE ANTENNA TO ICE BRIDGE MOUNTED �c D pp0T�s REF.17 REF.19 REF.21 C C- PROT- . ,1NE4,,P k- - Alf146' , , • OREGON�� t CD U 4 •pN C US GPS LMR ANTENNA GPSP25ANTENNA GPS P25 ANTENNA RENEWAL DATE 12/31/19 MOUNTED TO ICE MOUNTED TO ICE MOUNTED TO ICE BRIDGE BRIDGE BRIDGE REF.18 REF.20 REF.22 SHEET TITLE: RF PLAN SHEET NUMBER: ØICE BRIDGE DIAGRAM C.9 SCALE:N.T.S. TOWER STRUCTURAL BY OTHERS 9 - 1 - 1 CCA POLICE•FIRE•MEDICAL REVISIONS REV DESCRIPTION DATE BY/CK PROJECT INFORMATION: N .. PARTS LIST W-2 U0B4 12' TO 60" POLE MARK DESCRIPTION OTY CANTERBURY REF. 147662 STANDOFF - 24" 1 X 147664 STADOFF 30'-42' 1 h 147676 STADOFF 48'-60' 1 10310 SW CANTERBURY LANE Y I P263 PIPE 2 3/8 OD x 63' 1 TIGARD,OR 97224 CD 25366 SHIM 2 TYP. DATE RELEASE • 3130/18 PRELIM UPGRADE DWGS 4/10/18 FINAL UPGRADE DWGS 1 - 4/20/18 FINAL UPGRADE DWGS A R D W ARE LIST 5/3/18 FINAL UPGRADE DWGS 147662 7/24/18 FINAL UPGRADE DWGS p c' SYM OTY DESCRIPTION 7/27/18 FINAL UPGRADE DWGS (Tl 7/30/18 FINAL UPGRADE DWGS p I IAiI46B10 4 5/80 x 2 1/2 A325 BOLT, NUT & L.W. 8/8/18 FINAL UPGRADE DWGS CO H ar J20 2 5/80 x 5 G5 BOLT, NUT & L.W. 1/3/19 FINAL UPGRADE DWGS 0 v i11 A UB 2 1/20 x 2 1/2 x 4 U-BOLT, F.W.. L.W. & NUT 1/17/19 FINAL UPGRADE DWGS I— DRAWING INFORMATION: 0 147664 USE AS NEEDED NOTE: QUATITIES FOR ONE STANDOFF ARM HIS DRAWING IS COPYRIGHTED AND IS HE SOLE PROPERFOR USETY BYOF HEHE OWNER.IT IS OW ER AND ITS AFFILIATES.SSOLELY Q REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. .....----�-- 147676 USE AS NEEDED PLANS PREPARED BY: • cushing 2 3/8 OD x 63' P263 0 F— co c.;I FRU/UUers _ 147664 Y LL D f Don Cushing Associates PLAN VIEW OR a. Civil Engineers C 107 SE WASHINGTON STREET 1/2'=1'-0' 147676 147662 INSTALL WITH Q UJ SUITE 265 SEAM SIDE ON TOP O PORTLAND,OR 97214 LL CO V O (n (503)307-5331 /— P263 2 3/8 OD x 63' LL www.cushing-engr.com / on Q LICENSURE: �� z Q TYP. I 147662 TYP. Ni o C5k PROF 25366 0 ,0 _1 I� ADD SHIMS J W - 4 / oGINE4 "0- h r7-1 ;@ T I I u' I AS REO'D m LL 4'-" Ai 146 I ��I a•x . m I FOR TIGHT < t!) 0 "' ' . /� - � FIT J V / OREGON ; I , UQB4 REF. VIEW A-A 0 0 N m A 07,1�'�� CI 1 1/2'=1' 0' < Z 'C� N CUSN\� in 2 m 2 RENEWAL DATE 12/31/19 0 ELEVATION N SHEET TITLE: 1/2"=1'-0" SHEET 1 OF 1 DWG. NO. B-147679 TOWER DETAILS SHEET NUMBER: RX STAND-OFF ARM DETAIL C-1 1 ADJUSTABLE BAND 'SCOTCH'23 TAPE GROUNDING CLAMP 1� OVER VINYL TAPE i an 1 \ )i//, ADJUSTABLE #S GROUND LEAD �� • r CLAMP —r 1/4"20 HARDWARE PUTTY TAPE /1 � j BAND CLAMP �'� '� •" 9��`',, Bt----------=-===--=-4' IIIIII 1I il \ GROUNDING i' woceA #6 GROUND LEAD �I AMOK O TWO HOLE STRAP ASSEMBLY 3 COMPRESSION IMI ` TYPE SS ///�� CRIMP LUG(#6)TO TYPE GT , MI ,,,,, CLAMP DING GROUND BAR TYPE VV TYPE PT POLICE•FIRE•MEDICAL FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 FIGURE 5 FIGURE 6 /`� NOTE: NOT GC _'`�j�/.J��/I ,`� I^'' IW PROJECT INFORMATION: ., FEED LINE CABLE GROUNDING SCALE: NTS 1 . '! 1�''' W-2 TYPE TA TYPE VB NOTE:ALTERNATIVE NOTE:ALL GROUNDING 25MM SQ.CSA(#4 AWG) GROUNDING BOND TYPE GY TYPE GR CANTERBURY BONDING FOR CABLE DESIGN,SPECIFICATIONS, /i COARSER BARE COPPER ELECTRODE EQUIPMENT TRAYS WHEN AND CONSTRUCTION ////! CONDUCTOR AT LEAST 20' CONDUCTOR TO NEW �) MANUFACTURER METHODS SHALL COMPLY !/ LONG GROUND RING BONDING NOT PRESENT WITH THE MOTOROLA R56 /11111IL _ AND UFER 10310 SW CANTERBURY LANE STANDARDS AND GUIDELINES /�� FOR ALL NEW 't V 9 ` § '. FOR COMMUNICATION SITES". �Ifr ////!! I CODS RETE '`- \: v ` TIGARD OR 97224 �I� tip t"!/� 0 I "• DATE RELEASE C.) // /!!///!/ 0 2'MIN. \ TYPE VN YPE NC TYPE GL 3/30/18 PRELIM UPGRADE DWGS 74,', // TYPE VS 4/1a18 FINAL UPGRADE DWGS 2 /// 4j © 4/20/18 FINAL UPGRADE DWGS • _ i SCALE'. NTS 5/3/18 FINAL UPGRADE DWGS 7/( I i I (� TYPICAL EXOTHERMIC CONNECTION DETAILS 2 24/18 FINAL UPGRADE DWGS QMAIN CONDUCTOR,COPPER CABLE 7/27/18 FINAL UPGRADE DWGS HARGER 1/4"X4"X20"TIN PLATED NOTES: 11 2 5/8"X 1 D'COPPER CLAD STEEL GROUND ROD,TO FOUNDATION NONMETALLIC GROUND 7/30/18 FINAL UPGRADE DWGS QGROUNDING BAR#TG611PLATE OR BE PLACED ON CENTER 10'ALONG CONDUCTOR IN DIRECT PROTECTIVE RING SIMILAR PER R56 AGB GROUNDING 1. DO NOT BOND AIR TERMINAL OR 8/8/18 FINAL UPGRADE DWGS 0 EXOTHERMIC TYPE"NC" CONTACT SLEEVE LIGHTNING ARRESTOR TO AGB 1/3/19 FINAL UPGRADE DWGS WITH EARTH ANTENNA MOUNT GROUND 1/17/19 FINAL UPGRADE DWGS ®EXOTHERMIC TYPE"GT" 2. AGB TO BE BONDED TO TOWER NOTE:FOR REFERENCE ONLY DRAWING INFORMATION: COAX CABLE GROUNDING THIS DRAWING IS COPYRIGHTED AND IS THE SOLE CABLE TRAY BONDING CONDUCTOR SCALE:NTS 3 GROUND ROD DETAIL SCALE: NTS 4 UFER DETAIL SCALE:NTS 5 KITS 1 , PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY I� FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR NOTES a ■•_ o 0® THE INFORMATION CONTAINED IN IT IS FORBIDDEN 1.TYP.FOR ALL GROUND WIRES FOR ■ A (N 0 WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ELECT.AND OTHER EQUIPMENT. �tM,1tM,0 M 0 ♦ PLANS PREPARED BY: 2.THE ENTIRE LUG AND AREA TO BE M• M M✓Ir 1" 1 SPRAYED WITH CLEAR LAQUER OR 011/1'✓✓ c u s h 1 n 2 2" COLD GALVINIZING SPRAY _ iii:-- �,d,ice �T--s ----� r�,,, �. . —� /,��/4,_r-di / / ��M / /-,d.', �% i,�E 3.GROUND LEADS TO BE EXOTHERMIC . " '-� .i�%� � ��7 �- //��r�� » WELDED TO GROUND RING. Don Cushing Associates �. ��_ / ��1e / , Civil Engineers 107 SE WASHINGTON STREET AGB(AT ANTENNAS SUITE 2 PORTLAND,OR 97214 CONNECTORS SCOTCH 23 ALL-VOLTAGE SPLICING 'SCOTCH'23 ALL-VOLTAGE SPLICING HARGER 114"X4"X20"TIN PLATED GROUNDING BAR (503)387-5331 TAPE(1 LAYER WITH 2'TAPE) TAPE(1 LAYER WITH 2"TAPE) www.cushing-engr.com #GBI14420M(OR EQUAL)WITH HOLE PATTERN, STEP 1 STEP 2 STEP 3 STANDOFF INSULATORS AND MOUNTING BRACKETS LICENSURE: AS SHOWN GENERAL NOTES ALL ANTENNAS,LINES AND RELATED `ojp PRQFF PROVIDED INSTALLATIBY THE ON RLA D MOBILE DWARE TO E f �` s`rb a I INSTALLATION NOTES: COMMUNICATIONS PROVIDER. COAX CABLE GROUNDING KITS WITH �11GINE�,� LONG BARREL COMPRESSION LUGS, F. 4" B 'SCOTCH'23 ALL-VOLTAGE SPICING TAPE SHOULD BE APPLIED IN INSTALLED BY CONTRACTOR. ' 146. • ___� = -- MilliSUCCESSIVE,HALF-LAPPED,LEVEL-WOUND LAYERS UNTIL DESIRE O /,, / f "' �--�' '.�= BUILDUP IS REACHED.TO ELIMINATE VOIDS IN CRITICAL AREAS,HIGHLY J) O OREGON��IF ELONGATE 23 TAPE.STRETCH TAPE IN THESE CRITICAL AREAS JUST 1 II■ :; — I SHORT OF ITS BREAKING POINT. DOING SO WILL NOT ALTER ITS 1 I m ec 1g� PHYSICAL OR ELECTRICAL PROPERTIES. IN LESS CRITICAL AREAS,LESS 1 I A 0 ^ Q 07, C9 ELONGATION MAY BE USED.NORMALLY,23 TAPE IS STRETCHED TO 3/4 1 i A I m 0 \ #2 STRD.GREEN • OF ITS ORIGINAL WIDTH IN THESE LESS CRITICAL AREAS.ALWAYS TWO HOLE COMPRESSION M INSULATED WIRE 1 A 0 0 ��)' US ATTEMPT TO HALF-LAP TO PRODUCE A UNIFORM BUILDUP.WHEN USING CRIMP LUG(#2)DETAIL IS TYP. y M ✓II A O SCOTCH'VINYL ELECTRICAL TAPE t,/ 23 TAPE FOR SPLICING CABLES FROM 35kV TO 69kV,ALWAYS ELONGATE OF TWO NUTS 8 BOLTS A • ✓ • 0 SUPER 88:(2 LAYERS WITH 2"TAPE) THE TAPE THROUGHOUT THE ENTIRE SPLICE. A MI MI M 0 RENEWAL DATE 12/31/19 N BUSS BAR OR FLAT SURFACE 6 M • ^ I, '1 'SCOTCH'VINYL ELECTRICAL TAPE SHALL BE APPLIED IN HALF-LAPPEDOF EQUIP./WIREWAY ✓ ✓ A M LAYERS WITH SUFFICIENT TENSION TO PRODUCE A UNIFORM WIND.ON 3/8"S.S LOCKWASHER I� REMOVE PAINT(IF I A M i',.., #2 SOLID BARE TINNED SHEET TITLE: (TYP,) A M ✓ COPPER WIRE STEP 4 PIGTAIL SPLICES,THE TAPE SHALL BE WRAPPED BEYOND THE END OF giI _ mi� PRESENT)AND APPLY Y ■ = EXOTHERMIC WELDED THE WIRES AND THEN FOLDED BACK,LEAVING A PROTECTIVE CUSHION 1.1 1 ANTIOXIDANT COMPOUND 11 I _ y TO GROUND RING- TO RESIST CUT-THROUGH.WRAP TAPE UP-HILL,TAPING FROM A SMALLER 3/8"S.S.HEXNUT 3/8'X 1"S.S 6 �I PROVIDE(2)PER MGB R F & G RO U N D I N G DIAMETER SURFACE TO A LARGER DIAMETER SURFACE.APPLY THE TAPE HEXBOLT 4JII WITH NO TENSION ON THE LAST WRAP TO PREVENT FLAGGING. ': = rig: _ A=EXOTHERMIC DETAILS -I MGB(AT BASE OF TOWER AND EQUIPMENT) SHEET NUMBER: COAX CABLE WEATHERPROOFING SCALE: NTS 6 GROUND BAR DETAILS SCALE: NTS 7 C•1