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Plans (9) rin110 0 0 0 0 0 [-,1 .. C `' 0) e.;) y� w si r ,; 1 L: (4 - 9- - > 9 _ 1 - 1 9 si. 1 aii 1 .t.,. ,.., 0 .r.„ 0 70 ,..:7 „, ;:: . .. . , : , , ,,; ..:._ ..:.i ,. p i '''- • ' ? 11 '0 WCCCA 1 `f 4i ..� L p ! t r .7 W r- i ,. ., _: ,, t a c,, =3 „. , JAN 2 2 POLICE•FIRE•MEDICAL c" [ i e € ` 1 0 7 2 POLICE• FIRE• MEDICAL 2019 v F' 9t CITY OF TIGARD PROJECT INFORMATION: i.Eb r BUILDING DIVISION SITE NAME: W-2 CD 4� " w CANTERBURY CANTERBURY CO a LOCATION: 10310 SW CANTERBURY LANE 8- TIGARD,OR 97224 W 100 SW CANTERBURY LANE, TIGARD, OR 97224 DATE RELEASE CD 3/30/18 PREIJM UPGRADE DWGS ...wow..- 4/10/18 FINAL UPGRADE DWGS SHEET INDEX ... PROJECT INFORMATI6N PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS DOCUMENT REVIEW 4/20/18 FINAL UPGRADE DWGS 513/18 FINAL UPGRADE DWGS 7/24/18 FINAL UPGRADE DWGS CONSTRUCTION SUBMITTAL: PROPERTY OWNER: APPLICANT: FROM 17911 NW EVERGREEN PKWY,BEAVERTON,OR97006: SIGNATURE DATE 727/18 FINAL UPGRADE DWGS CITY OF TIGARD WASHINGTON COUNTY CONSOLIDATED COMMUNICATION AGENCY 7/30/18 FINAL UPGRADE DWGS T-1 COVER SHEET 13125 SW HALL BLVD 17911 NW EVERGREEN PARKWAY 1. HEAD NORTHWEST ON NW EVERGREEN PKWY 8/8/18 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 1/17/19 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. 5.8 MI C-5 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT COUNTY: JURISDICTION: 503-720-2200 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 n g 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 PARCEL NUMBER(S)&AREA: 503-267-1947 DESTINATION WILL BE ON THE RIGHT Civil Engineers C-6 GENERATOR&PROPANE TANK DETAILS TAX LOT#25111 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.TIME: 23 MINS PORTLAND,OR 97214 C-7 TOWER ELEVATIONS PROJECT DESCRIPTION: EST.MILEAGE: 13.4 MI (503)387-5331 PROJECT AREA: WASHINGTON COUNTY CONSOLIDATED COMMUNICATION AGENCY www.cushing-engr.com PROPOSES TO MODIFY AN EXISTING UNSTAFFED ESSENTIAL PUBLIC C-8 TOWER RFDS 1,500 SQ.FT.±(PER LEASE) COMMUNICATIONS SERVICE FACILITY BY COMPLETING THE FOLLOWING; LICENSURE: • INSTALLING/REMOVING/RECONFIGURING THE EXISTING 120' C-9 RF PLAN MONOPOLE TOWER • REPLACING EXISTING GENERATOR AND PROPANE TANK WITH NEW ��0 PROFESS C-10 TOWER DETAILS 40kW GENERATOR AND 1,000 GAL PROPANE TANK O F F l C E C®P� / • ADDRESSING OTHER CIVIL SITE UPGRADES TO THE FACILITY �tyGINE�� ti C-11 RF&GROUNDING DETAILS PROJECT LOCATION: • ADDRESSING R56 GROUNDING ITEMS LAT: N 45°24'50.47"(45.414021) CITY OF TIGARD , 146 „° V LONG: W 122°47'4.60'(-122.784611) SOURCE: GOOGLE EARTH LOCATOR MAP DATUM: UNKNOWN REVIE D FOR CODE COMPLIANCE OREGON R Cc. Z 0C eNvnp TMih Stare A UTILITY PROVIDERS: N TELCO PROVIDER:QWEST COMMUNICATIONS 16° F ed: O POWER PROVIDER:PGE e,4,.., ` ? OTC: ` I O� 1 US�\ OFFICE COPY ��eMso Permit#: n i 9-C» n i LS- RENEWAL DATE 12/31/19 -,GENERAL INFORMATION: � A �'�7 1.PARKING REQUIREMENTS ARE UNCHANGED o Address: t 03 !U G GY,`f e.I"b v 1r }� 2.TRAFFIC IS UNAFFECTEDSHEET TITLE: 3.SIGNAGE AT SITE IS PROPOSED ,, tl SL11tC#: 4.SITE IS UNMANNED AND HANDICAP ACCESS IS NOT REQUIRED .4 .�{ Date• �_e}� I 9 COVER s B B}7. 1 J , PROJECT LOCATION SHEET CODE INFORMATION: OF TIGARD �® 1. IBC-2015 INTERNATIONAL BUILDING CODE 2. NEC-2014 NATIONAL ELECTRIC CODE _ CITY 3. 201NFPA5NSTRUCTURAL SPECIALITY CODE _ Approved by Planning 4. 20177NEPA 58 LPG CODE Date:5. OCCUPANCY GROUP:U TM1MedmePpome,Q I 1,1-6. CONSTRUCTION TYPE:II-B SHEET NUMBER: Initials: SC 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: ,' c 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 CONC RETE NOTES: AND FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BERESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. W-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 3/30'18 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(10118 FINAL UPGRADE DWGS UNLESS SHOWN OTHERWISE ON DRAWINGS:CONCRETE CAST AGAINST EARTH-3 IN. CALL 1-800-332-2344 48 HOURS BEFORE YOU DIG.OREGON LAW REQUIRES YOU TO FOLLOW BLDG BUILDING NTS NOT TO SCALE 4/20118 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 5/3n8 FINAL UPGRADE DWGS MANU #6 AND LARGER 2IN. NOTIFICATION CENTER 503-232-1987 BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER LOCAL CODES R ORDINANCES SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE B/S BUILDING STANDARD OPG OPENING 7/24(18 FINAL UPGRADE DWGS LOCAL CODES OR TAKE PRECEDENCE. #5 AND SMALLER&WWF 1-1/2IN. 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 7/30118 FINAL UPGRADE DWGS HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN CONC CONCRETE UGP UNDRGRND POWER 818/18 FINAL UPGRADE DWGS ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. CONST CONSTRUCTION OHT OVERHEAD TELCO CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES, THE ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR UGT UNDRGRND TELCO 3119 FINAL UPGRADE DWGS EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.AVOID CUTTING EXISTING REBAR CONT CONTINUOUS 1/17/19 FINAL UPGRADE DWGS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY DBL DOUBLE PLYWD PLYWOOD COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE WHEN DRILLING HOLES IN THE ELEVATED SLAB. 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 PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY 8. THE CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. DN DOWN PT PRESSURE TREATED REQ'D REQUIRED FOR USE BY THE OWNER AND ITS AFFILIATES. DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT.THIS DTL,DETL DETAIL REPRODUCTION OR USE OF THIS DRAWING AND/OR SET ISA VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH.SURFACE SHALL BE FREE OF ALL OBVIOUS DWG DRAWING RM ROOM THE INFORMATION CONTAINED IN IT IS FORBIDDEN CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S DEPRESSIONS.SURFACE SHALL BE SLOPED AT 274TO PROMOTE DRAINAGE AWAY FROM E EAST R.O. ROUGH OPENING WITHOUT THE WRITTEN PERMISSION OF THE OWNER. EQUIPMENT. SIGNED WET STAMP. S SOUTH EACH SHT SHEET PLANS PREPARED BY: 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SITE WORK NOTES: EL,ELEV ELEVATIONELECT ELECTRICAL SIM SIMILAR DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO 1. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED EQ EQUAL SPEC SQEARE CIFICATION c u s h 1 n APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES.THE FROM THE SITE AND DISPOSED OF LEGALLY UNLESS OTHERWISE REQUIRED TO BE LEFT AS EQUIP EQUIPMENT SS STAINLESS STEEL STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE DEFINED BY LAND/PROPERTY OWNER. E.W. EACH WAY ALTERED BY THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. EXIST EXISTING STL STEEL EXT EXTERIOR STRUCT STRUCTURAL Don Cushing Associates 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE SUSP SUSPENDED Civil Engineers 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EQUIPMENT,EQUIPMENT SHELTER,GENERATOR,FUEL TANK,TOWER AREAS,AND FIN FINISH S.V. SHEET VINYL g FLUOR FLUORESCENT THRU THROUGH ADJACENT BUILDINGS,ETC. 107 SE WASHINGTON STREET 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING FLR FLOOR SUITE 265 TNND TINNED CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION.THE FT FOOT PORTLAND,OR 97214 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN 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 REPAIREDGC GENERAL CONTRACTOR UBTYPICALNIFORM BUILDING LICENSURE: PRIORR CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT 4. THEGRND GROUND UBCC UN THE CONTRACTOR'S EXPENSE. TO THE SHALL BE COMPACTEDE CRUSHED STONE APPLICATION.FABRIC USE AS REQUIRED.AND BROUGHT TOA SMOOTH UNIFORM GRADE GWB GYPSUM WALL BOARD CODE GYP BD GYPSUM BOARD U.N.O. UNLESS NOTED 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE 5. ALL APPLICABLE LOCATES SHALL BE PERFORMED PRIOR TO TO ANY EXCAVATION OR SITE OTHERWISE HARD'WD HARDWOOD i- ROFFS CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE WHERGRADIE ALL EEG ACTIVE SEWER,WALLBE GAS,ELECTRIC,AND OTHERUTILITIESVERT VERTICALIFIN WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE HR HOUR HOUR HORIZONTAL VIF VERIFY IN FIELD Gj� /� STRUCTURE SHALL HAVE A SMOOTH TRANSITION. REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS HTR HEIGHTOURV VINYL TILE -GINE4-f' -. DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHVAC HEATING,VENTING AND ` 146 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.CONTRACTOR SHALLW/ WITH • CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, PROVIDE SAFETY TRAINING FOR THE WORKING CREW. AIR CONDITIONING WIN WINDOW ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING CONSTRUCTION I.D. INSIDE DIA. W/O 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 INFO INCH INFORMATION WP WATERPROOF OREGON WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL,SYSTEMS ARE ADDED OR INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED AND SHALL BE ANGLE �� c3 \ MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL EXISTING CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE INSUL INSULATION & AND O C 07 1 \� CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE INT INTERIOR WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING. LB(S) POUND(S) Ct CENTER LINE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW LNA ANTENNA AMPLIFIER R PROPERTY LINE c USN 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 MAX MAXIMUM MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDING,DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE, @ AT CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. FERTILIZED,SEEDED,AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION MUCH MECHANICAL # NUMBER RENEWAL DATE 12/31/19 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL LANDSCAPE WORK.. SYMBOLS LEGEND APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'SSHEET TITLE: 8. BEDDING MATERIAL FOR UTILITY LINES,CULVERTS AND PIPING:CLEAN SAND,MEDIUM TP RESPONSIBILITY TO PROVIDE THE PROJECT MANAGER WITH 4 COPIES OF THE PROPOSED COARSE,SUB ROUNDED NATURAL RIVER OR BANK SAND,WASHED,FREE OF SILT OR CLAY, n REVISION 100 ROOM NUMBER OVERHEAD POWER OP 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: 0. KEY NOTE DETAIL 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 PERCENT PASSING 411) SECTION REFERENCE POWER/TELCO T/P T/P TIP BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 100 © REFERENCE ELEVATION NOTES NO.4MESH 60-90 ® GAS -G-G-G-G-G G- BUILDINGAUTHORITIES DURING THE EXECUTION OF THE WORK. NO.8 MESH 0-45 i }- ELEVATION DATUM POINT NO.16 MESH 0-25 © WATER w w 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESSREFERENCE NO.100 MESH 0-2 COAX cam cox 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 ❑ ❑ o ❑ a EASEMENT - ^ AND JURISDICTIONAL REQUIREMENTS. V POWER P P P PROPERTY LINE - - .. . , 9 - 1 - 1 WcCCA, POLICE•FIRE•MEDICAL PROJECT INFORMATION: W-2 ADJACENT ZONING R-3.5 CANTERBURY PARCEL#:R502450 — _- 10310 SW CANTERBURY LANE ---------- '- - -- -- TIGARD,OR 97224 DATE RELEASE 3130/18 PRELIM UPGRADE DWGS —— —— ——__—— 4/10/18 FINAL UPGRADE DWGS Y.-— —x—'- 4/20/18 FINAL UPGRADEDWGS ADJACENT ZONING I I 5/3/18 FINALUPGRADEDWGG O. I R-3.5 I 7/24/18 FINAL UPGRADE DWGS II PARCEL#:R502432 _I 7/27/18nNALUPGRADE Dwcs W 7/30/18 FINAL UPGRADE DGS 8/8/18 FINAL UPGRADE DWGS xl I I 1/3/19 FINAL UPGRADE DWGS II 1/17/19 FINAL UPGRADE DWGS „,„Ag . DRAWING INFORMATION: -- --J I THIS DRAWING IS COPYRIGHTED AND IS THE SOLE EXISTING WATERTANKS I PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY x FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR ill I THE I WITHOUT THE WRITTEN CONTAINEDION FORBIDDEN IWRITTENPERMISSION OF TOWNER. EXISTING BUILDING PLANS PREPARED BY: • I IADJACENT ZONING CLJshi lg EXISTING GRAVEL PARCEL INFORMATION I PR ACCESS ROAD TAX LOT#:2S111BCO2600 PARCEL#:R2168478 Cil engmrrn 89,733.6 SQ FEET± 2.06 ACRES± Don Cushing Associates EXISTING ACCESS R-3.5 I Civil Engineers GATE,TO BE IMPROVED ' !\ I 107 SE WASHINGTON STREET \ I EXISTING 120' SUITE 265 \ \ MONOPOLE TOWER PORTLAND,OR 97214 (503)387,55331 U x SIE I Y� www.cushing�ngr.com I `''\ I EXISTING 30'X48'COMPOUND I I •'- WITH 6'TALL CHAINLINK I LICENSURE: - SECURITY FENCE �<�p PROFS o 7—EXISTING TREES I �11GINEt, '-* t I 146- if PROPOSED PROJECT AREA I SEE SHEET C-2 FOR DETAILS •/ ' I L ----- -- --- -- -- -- --- -- -- O OREGON ' cc 1 X04' CUSN\� RENEWAL DATE 12/31/19 SHEET TITLE: OVERALL N SITE PLAN 114 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')(6"CONCRETE PAD EXISTING HVACS EXISTING 11'X 21' PRE-FAB EQUIPMENT SHELTER,SEE EXISTING SOUND INTERIOR SHELTER BARRIER WOOD WALL PLAN SHEET C-3 WCCCAH, — x X x x x x x X . x x x x 22, x " x2's" POLICE.FIRE•MEDICAL EXISTING TREE b 4 EXISTING ICE BRIDGE PROJECT INFORMATION: I «'4) x11 5'—/ IIIIIP 2,_7„,lW-2 M liEXISTING 120' EXISTING S.:'S. '.. MONOPOLE TOWER CANTERBURY GRAVEL DRIVEWAY b EXISTING 30'X44' 10310 SW CANTERBURY LANE ti COMPOUND WITH TIGARD,OR 97224 4'-9”--/ - • /—4'-9, 6'SECURITY FENCE \-EXISTING TREES s DATE RELEASE 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 J`% O % / 724/18 FINAL UPGRADE DWGS ' 727/18 FINAL UPGRADE DWGS 7/30/18 FINAL UPGRADE DWGS 'O 8/8/18 FINAL UPGRADE DWGS EXISTING TREES 1-6" ' '^' v 1/3/19 FINAL UPGRADE DWGS EXISTING I 7/19 FINAL UPGRADE DWGS EXISTING TREE «tw'�j \ x x `l COMPOUND 8't / 44' AREA=30'X 44' DRAWING INFORMATION: 5± ig N THIS DRAWING IS COPYRIGHTED AND IS THE SOLE s° / PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY EXISTING V± ; FOR USE BY THE OWNER AND ITS AFFILIATES. TRANSFORMER �-- EXISTING EXISTING REPRODUCTION OR USE OF THIS DRAWING AND/OR EXISTING 500 GAL PROPANE LANDSCAPE GRAVEL THE INFORMATION CONTAINED IN IT IS FORBIDDEN l'± TANK MOUNTED ON EXISTING BUFFER COMPOUND WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 4'X8'X6"CONCRETE PAD PLANS PREPARED BY: ENLARGED SITE PLAN- EXISTING 11X17 SCALE:1"=10' 22X34 SCALE:1"=5' 1 cushing OTHER PROPOSED WORK: REPLACE EXISTING SOUND NOTE:PROPERTY LINES ARE FROM GIS INFORMATION ONLY 1. VERIFY METALLIC DOORS,AWNINGS ABOVE BARRIER WOOD WALL WITH NEW PROPOSED -INSTALL HUBBELL REPLACE BOTH EXISTING REPLACE EXISTING SIDING AND ROOF. , ,I t:;1,.n,<�, 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 4'X9'-6"X8"CONCRETE TO SHELTER,SEE STRUCTURALLY EFFECT INTEGRITY OF SUITE TO 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 FENCELINE SEE SHEET C-5-C-5.2 REMOVE EXISTING SHELTER EGB 1503)3875331 3. VERIFY ALL OUTDOOR OUTLETS ARE GFCI AND INSTALL(1)NEW TINNED www.cushing-engr.eom PROTECTED,REPLACE IF NOT.LABEL ALL —INSTALL NEW SINGLE CONCRETE \ x x 1, x x x \ COPPER SHELTER EGB W/2 HOLE EXTERIOR OUTLETS STEP,FIELD FIT FOR EQUAL b OPTION PER MOTOROLA R56 LICENSURE: 4. VERIFY ALL TRANSMISSION LINES HAVE RISER-HEIGHT PER CODE APPROPRIATE GROUND KITS INSTALLED. P RELOCATE EXISTING TREE /-3' SCRAPE EXISTING GRAVEL 0D PROF 5. AFTER NEW SIDING INSTALLATION,INSTALLI. `v 7' / COMPOUND AND ADD NEW �`` /. CAMERAS WITHIN WATER SEALED ENCLOSURE PROPOSED UNDERGROUND GAS «c" P 111110,.. GRAVEL AS REQ'D,SEE SHEET C-4 \ lyGINE4 �� BOXES MOUNTED TO SHELTER AT EACH AND SIGNAL CONDUIT ROUTED 7 / 6 -�"' � 4/ ' CORNER,MANUFACTURER/MODEL TO BE FROM PROPANE TO GENERATOR, ? • �.4441 t 146, APPROVED PER WCCCA PM AND ENGINEER OF SEE SHEET C-6 ®, `` - RECORD.RUN CONDUITS FOR CAMERAS ON `� REPLACE EXISTING TGB WITH { , EXTERIOR OF SHELTER FROM COAX ENTRY RELOCATE GATE AND GROUND / I 1 �, s PORT EXISTING GATE AND POSTS WHERE f 12'-9" „v.,/ TINNED COPPER TGB W/2 HOLE OREGON OPTION PER MOTOROLA R56 O g 6. INSTALL SIGNAGE WHERE REQUIRED REQ'D PER MOTOROLA R56,SEE OFC 07"1°5\\� SHEET C-4 y _— ——\ _•� INSTALL BOLLARDS(TYP.),SEE / VERIFY TOWER GROUNDED AND \ BONDED PER TOWER Q C US� SHEET C-4 / \ MANUFACTURER&MOTOROLA R56 REMOVE EXISTING 500 GAL PROPANE / \ TANK AND CONCRETE PAD AND INSTALL -74-4., o \ REPLACE EXISTING SHELTER RENEWAL DATE 12/3119 (1)NEW 1,000 GAL PROPANE TANK ON / f k NEW 5%16)(8"CONCRETE PAD,SEE TIE-DOWNS,SEE SHEET C-5.3 SHEET C 6N.3;:i;r:•":',` .zs,;c<.:. i,.,.,:„.c..;... ! PROPOSED INTERIOR UPGRADES TO SHEET TITLE: INSTALL ADDITIONAL 6'OF O EXISTING PRE FAB EQUIPMENT SHELTER, 16 NEW FENCE AND GROUND PER I � —'( SEE INTERIOR PLAN SHEET C-3 p/+ MOTOROLA R56,WCCCA TO ;r;y l:.r' ENLARGED APPROVE EXPANSION WITH 1 6 / l I y. !} fi ,: +t CURRENT LEASE AREA.SEE 8' \ 6' "I' ”' CLEAN AND COAT ALL METAL WITH SITE PLAN SHEET C-6.1 ((` 0 1, x x x x W RELOCATE EXISTING TREE 'L \ // 50' 4, RUST INHIBTITOR WHERE REQ'D AND Nts° \ / PAINT TO MATCH RELOCATE 5'LANDSCAPE BUFFER \ PER NEW FENCE LINE — __ GROUND EXISTING FENCE AND ``''9 POSTS WHERE REO'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 SURGE WHERE REQUIRED 9 . 1 . 1 SERIAL N0.-24014-03 WITH(1)NEW SUPPRESSOR IMAX 1101-808-1 SURGE SUPPRESSOR AND WCCCA GROUND PER MOTOROLA R56 LABEL BREAKERS IN POLICE•FIRE•MEDICAL EXISTING AC PANEL REMOVE EXISTING MGB AND INSTALL INSTALL(1)NEW SOD 0 NEW TINNED COPPER PROJECT INFORMATION: C82344 MTS BELOW • ° BUS BAR WITH TWO ATS AND GROUND PER — HOLE OPTION W-2 MOTOROLA R56 EXISTING HVAC CONTROLLER REPLACE EXISTING ATS ❑ ° -to ° SEAL ALL OPENINGS CANTERBURY UNIT WITH(1)NEW THOMSON�X C=�AND CABLE MARATHON TS870 ATS [ PENETRATIONS AS 23"X34"X14" ° REQ'D. EXISTING SURGE SUPPRESSION ❑ I, 10310 SW CANTERBURY LANE UNIT I REMOVE EXISTING TIGARD,OR 97224 4" I — / REMOVAL/ MGB GROUND CABLE EXISTING AC PANEL - , k INSTALL HUBBLE INSTALLATION/ AND INSTALL NEW#2 DATE RELEASE GENERATOR PLUG RECONFIGURATION OF AWG CABLE AND BOND 3/30/18 PRELIM UPGRADE DWGS ; 5-9" . / i`2-10--/ EQUIPMENT CABINETS& METALLIC CONDUIT TO 4/10/18 FINAL UPGRADE DWGS EXISTING ATS e'_ EXISTING(2)3X4 COAX PORT RACKS TBD GROUND CONDUCTOR 4(20(18 FINAL UPGRADE DWGS ° ENTRIES AT ENTRY AND EXIT 5/3/18 FINAL UPGRADE DWGS [^ REMOVE EXISTING 7/24/18 FINAL UPGRADE DINGS ❑ UNI-STRUT AND 7/27/18 FINAL UPGRADE DWGS �•\ \ GROUNDING AND 7/30/78 FINAL UPGRADE DINGS EXISTING SHELTER MGB '-1 INSTALL NEW TRAPEZE 8"8"18 FINAL UPGRADE DINGS C NANDFOLYPHASERS 1/3/19 FINAL UPGRADE DINGS EXISTING 6"WIDE CABLE r-4- EXISTING UNI-STRUT TRAPEZE —__8 ❑ -• REMOVE EXISTING 1/17/19 FINAL UPGRADE DWGS TRAY SUSPENDED FROM ----4, SCREWS ON CEILING DEHYDRATOR LEDGE DRAWING INFORMATION: 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 is- < CONCRETE ANCHORS,BY PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY CYLINDER AND INSTALL ° 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 — ❑ DEHYDRATOR AND INSTALL WITHOUT THE WRITTEN PERMISSION OF THE OWNER. LABEL ALL EXISTING - NEW DEHYDRATOR PLANS PREPARED BY: ANCHORED TO EXISTING EXISTING PAGING EQUIPMENT RACKS& CABINET „ ,k — DEHYDRATOR LEDGE AND c us ih i n EXISTING MOTOROLA CABINETS CABINETS WHERE REQ'D ❑ GROUND EXISTING EXISTING CAVITY 1'-4' -- ° o PER MOTOROLA R56 I DEHYDRATOR PER CANISTER ON CABLE TRAY / 2'-10"---/ —a MOTOROLA R56,BY OTHERS EXISTING EQUIPMENT RACKS GROUND ALL EXISTING EQUIPMENT r 5" �I EXISTING EQUIPMENT I ❑ INSTALL(8)TWISTLOCK Don Civil Engineers riates RACK WITH CANNISTERS ��4'8" RACKS&CABINETS DUPLEX CEILING WHERE REQ'D PER MOUNT RECEPTACLES, 107 SE WASHINGTON STREET EXISTING 3'X6'STEEL PLATE —— • - *- = t 9- MOTOROLA R56 15A 2P 3W SUITE 265 PORTLAND,OR 97214 u 87-5331 FOR BATTERY FOUNDATION - l —_;I i,L INSTALL(9)TWIN www cush503)ing-engr.com �F INSTALL BATTERY DUPLEX BASE WALL EXISTING BATTERY EXISTING 8'X4'X3/4" SAFETY KIT MOUNT RECEPTACLES, STACK H PLYWOOD BACKBOARD 120 VAC 20A LICENSURE: REPLACE EXISTING CABLE TRAY WITH NEW 1.5"X18" REPLACE EXISTING REMOVE ALL BRACING WIDE,BLACK,UL CLASSIFIED CPI CABLE TRAY �p PROT- EXISTING 1'WIDE CABLE DC POWER SYSTEM THAT EXTENDS FROM TRAY SUSPENDED ` SUSPENDED FROM CEILING PER MOTOROLA R56 RACKS TO WALLS AND � SS/ FROM CEILING ,`-2 8" STANDARDS.INSTALL CABLE TRAY TO MEET INSTALL REPLACE WITH c �.\GINE ,, �- MOTOROLA R56 MINIMUM CLEARANCE FROM CEILING. EXISTING POWER RACK CABLE TRAY TO BE FREELY SUSPENDED,NO ADDITIONAL FIRE SHEATHED WIRE ROPE 146• CABLE TRAY ENDS 1CONNECTIONS TO SHELTER WALL.SUPPORTING RODS EXTINGUISHER AFFIXED TO CEILING CONNECTED TO WALL ? - , TO HAVE PVC SLEEVES OR EQUIVALENT TO PROVENT PER NEW STANDARDS Af r �� CABLE ABRASION.GROUND CABLE TRAY TO MGB PER GENERATOR AKCP OREGON MOTOROLA R56. AND TELCO BOARD TO O <b (25 BE INSTALLED ON <�'. 07,1� 9'-10" / 0TH REPLACE R PROPOSEANDY WORN VINYL TILES AND BASE BOARD SEALS BACKBOARD OO'V ^1'c.`\\ 1.2. PATCH,SEAL AND PAINT INTERIOR WALL WHERE REQ'D 1 U Jr 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 INTERIOR7. PERMANENTLY LABEL ALL OUTLETS WITH APPROPRIATE CIRCUIT ID N FROM PANEL f 8. VERIFY EACH CRITICAL PIECE OF EQUIPMENT HAS DEDICATED SHELTER CIRCUIT AND DEDICATED SIMPLEX RECEPTACLE N AN 9. INSTALL IMPORTANT PHONE NUMBERS ON WALL IN SHELTER 13/ 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' 22X34SCALE:1"=2' 1 INTERIOR SHELTER PLAN- PROPOSED 11X17 SCALE:1"=4' 22X34 SCALE:1"=2' 2 ][. .. * CABLE RUNWAY 9 - i _ ,te ,i FOR RF FEEDLINES• COAX BRIDGE SUPPORT 2'-0" 12" 10'43"OC MAX COAX BRIDGE CABLE RUNWAY,MODEL#11275-X12 POLICE•EIRE•MEDICAL BRACKET CLR MIN. FIELD VERIFY SUPPORT BRACKET I ` (MOUNTED TO CEILING PER MANUFACTURER 2"CLR. COAX BRIDGE:14 GA. 17' RECOMMENDATION,NOTSHOWN PROJECT INFORMATION: COAX BRIDGE-(2)24"WIDE 36"OC MAX GALV.GRIPSTRUT 24" FORCLARITY)• 1/�ISAFETY GRATED WAVE = WIDTH,2"PLANK 14 GA. L-BRACKETS FOR LOW Y Y-2 GUIDE BRIDGE CHANNEL, ' ,Doo- �j�/ 1 COAX SUPPORT BLOCKS � VOLTAGE/DATA LINES OR APPROVED �s� ��4 _111F �M AT 3'-0"MAX O.C. CANTERBURY 20"UNISTRUT VV/NUT II o 0 o II �i � o [oMIo] III limos' ! STANDARD 6"0 STEEL PIPE, CHATSWORTH AND WASHER EACH pEIT SUPPORT COLUMN:4"0 III CONCRETE FILLED PAINT L-BRACKET CABLE SIDE/EACH LEVEL AS 3EDGE OF O.D.GALV.SCHED.40 i REQUIRED I SHELTER POST @ 10'-0"O.C.MAX W/MIN(3)COATS EPDXY RUNWAY,MODEL# . 10310 SW CANTERBURY LANE ENAMEL(YELLOW) 11268-001 / • ANDREW GROUND KITS;OR EXOTHERMIC TO GROUND RING CROWN TO DRAIN TIGARD,OR 97224 APPROVED EQUIV.(EACH = WELD,TYP. CROWN TO DRAIN;TYP. L-BRACKETS FOR DC COAX TO BE ROUNDED Ali TO GROUND RING _ _:I POWER LINES DATE RELEASE INDIVIDUALLY)INSTALLED —II. I 1' 'll- / a/soda PREUMUPCRAOEowcs IT) I 1l 4/10/18 FINAL UPGRADE DWGS BY CONTRACTOR 1 , 1 1 24"X 18"0 CONCRETE (' ! I ( � II, 4/20/18 FINAL UPGRADE DWGS 12"0 X 48"DEEP CONC.� O ?� - 0 1 r FOOTING @ 2,500 PSI / 5/3/18 FINAL UPGRADE DWGS FOOTING;TYPICAL ! ) FOOTING MUST BE 6" nz4ne FINAL UPGRADE DWGS -) —_ (CABLES NOT SHOWN FOR CLARITY) BELOW FROST LINE,TYP. 7/27/18 FINAL UPGRADE DWGS FRONT ELEVATION SIDE ELEVATION 1 I I I UNDISTURBED 7/30/18 FINAL UPGRADE DWGS .l1 EARTH 8/8/18 FINAL UPGRADEDWGS NOTE:GROUND COAX BRIDGE PER THE REQUIREMENTS OF THE MOTOROLA R56 MANUAL 3" =i l I'' 1 - -1 319 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 O ICE BRIDGE GROUNDING DETAIL ED BOLLARD DETAIL O CABLE TRAY DETAIL WITHOUT THE WRITTEN PERMISSION OF THE OWNER. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. PLANS PREPARED BY: 12 10" ,, cushingg �j INFORMATION (-11,1 Gngfuerrs Ab h 1 ff V / hs PWflce 6� // IN CIS ASNACTIVE ANTENNA SITE Don Cushing Associates log,� 1rr^� t >�� ' A w r+�.+r.•�+•+w1� CASE OF EMERGENCY Civil Engineers DETERRENT WIRE GROUNDING CLAMP ` '�� (.1 � 8w «i•NywUar.rrb«mw eM 4� OR FOR GT INFORMATIONN COUNTY CALL �Obv.•�.�r4.U+a 503-629-0111 107 SE WASHINGTON STREET lyhP A Ammo WASHINGTON 911 SUITE 265�, wal.w.•a'• r. w.sn.+iW. PORTLAND,OR 97214 �� 1503)ing-en 1 SITE NAME:CANTERBURY �� Ca W I' /),--) , £ M1�iglainnn. � TOWER www.cushingRngr.com FLEXIBLE BONDING JUMPER A .w.w .rr.r..e. REGISTRATION#, ,.I�� ii,:, ((s ' ' 'r LICENSURE: • S II / .O DDIPYa awl. EXOTHERMIC WELD CONNECTION 44 •�'�� 7�.` '� �! R SIGN NOTES FENCE FABRIC GROUNDING CLAMP `�, �l ,�O� SIGN NOTES: 1. SIGN MATERIAL: 18GAALUMINUM �0PROF(10F3) : l� �� j 1. SIGN MATERIAL: 18GAALUMINUM2. LETTERING COLOR=BLACK/WHITE 't. 'r 'I`V / 2. LETTERING COLOR=BLACK 3. BACKGROUND COLOR= WHITE G'li 3. BACKGROUND COLOR=YELLOW (GREEN OGIN44) '22 SOFT DRAWN TINNED SOLID COPPER 12,4 j , CONDUCTOR BONDING FENCE 4....,sig I1 - ,' .4 ' 146 ` I FABRIC TO GROUND CONDUCTOR �`�i' <r ►.!� GATE BONDING DETAIL • i 7" i " ' 444 O i 7" OREGON � SCALE.N.T.S. •, NOTICE FC 07 GATE JUMPER WITH EXOTHERMIC WELD / �4.Pk!I � NOTE STRIP ALL ORGANICS toilli �� CUS GROUND CONDUCTOR WITH �. 4 id, rIF- . oRENEWAL DATE 12/31/19 EXOTHERMIC WELD 4"OF 3/4"CHIP ROCK; _�.',� �� NO FINES NO minima, lir FCC r�� woad Dnp SHEET TITLE: Il C"U 31C-MINUS atirr++.r.rmv CONNECT FENCE BONDING CONDUCTOR CRUSHED ROCK SMOKING ••••••=1. - COMPACTED 95% , TO EXTERNAL GROUNDING ELECTRODE �\ , SYSTEM USING EXOTHERMIC WELD OR \ ___ <� `•�___.__ CIVIL & R56 IRREVERSIBLE HIGH COMPRESSION : aL� e Y SIGN NOTES. SIGN NOTES: UPGRADE DETAILS FITTING GEOTEXTILE FABRIC, \ \ \ \ \ \ \ \ \ 1. SIGN MATERIAL: 18GA TYPAR-3401 \\ \\/\\/\\/\\//\\/\\/\\/\ 1. SIGN MATERIAL: 18GA ALUMINUM OR EQUIVALENT \�A / /VA/ /�\ /\, ALUMINUM 2. LETTERING COLOR= 2. LETTERING COLOR= COMPACTED SUB BASE BLACK BLACK I WHITE 3. BACKGROUND COLOR= 3. BACKGROUND COLOR= WHITE/RED WHITE/BLUE SHEET NUMBER: OFENCE BONDING DETAIL O COMPOUND DETAIL O SIGNAGE DETAIL C.4 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 AND9 - 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. VV-25. 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 3130/18 PRELIM UPGRADE DWGS 4/10/18 FINAL UPGRADE DWGS 4/20/18 FINAL UPGRADE DWGS 5/3/18 FINAL UPGRADE DWGS 724/18 FINAL UPGRADE DWGS REPLACE EXISTING ROOF FABRICATE AND INSTALL REPLACE ALL EXISTING SIDING 27/18 FINAL UPGRADE DWGS MEMBRANE PER SHELTER ONE NEW DOOR HOOD AND OUTER LAYER DRYWALL 7/30/18 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 IMNMIMIMIMMMMMMMINMIIMIMIMIMMM THIS DRAWING IS COPYRIGHTED AND IS THE SOLE C-5.1 AND C-5.2 FOR PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY !i INSTALLATION DIRECTION FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PLANS PREPARED BY: cushin Don Cushing Associates 0 Civil Engineers 107 SE WASHINGTON STREET SUITE 265 ...0 O�C� PORTLAND,OR 97214 (503)387-5331 www.cushing.engr.com 11••••••••••••••••• �1 �� LICENSURE: Idol 18181 cr' PROFESS/o 146• FOR DOORS,HVACS AND OTHER OPENINGS,SEE SHEET OREGON C-5.1 FOR SHELTER ONE Q) RECOMMENDATION RE SIDING ODNc• 0n 1 1c\\\\C.) 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 WCCCA SEAL 1 KEY DESIGN NOTES FROM ORIGINAL SHEET A0.1 POLICE•FIRE•MEDICAL REPLACE ROOFING MEMBRANE 2.Str Notes WITH NEW DURO-LAST PER 4.2 THIS 2.1.Steele 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. Q ROOFING SYSTEM PER A0.1 ROOF SHEATHING PER A0.1, 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. 1 n'_r1 UPER 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. V V L T� _ FASTEN PER(5) 2.1.6.All welds shall be full length UNO.Exposed welds shall be ground flush. CANTERBURY FtI 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 bolts 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&S3. 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. 10310 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 T T T T REPLACE 5/SUB-SHEATTHINGlayer e"DRYWALL WITH NEW 518" 3.1.Floor and roof insulation shall be a minimum of a 6" of faced fiberglass baits(Various manufacturers),filling cavities.allNOTICE.THIS DOCUMENT CONTAINS PROPRIETARY 9ass �_ 3.2.Wall insulation shall be a minimum of a 5-1/2"layer of faced fiberglass butts(Various manufacturers),filling all cavities. INFORMATION THAT IS THE SOLE PROPERTY OF DATE RELEASE - - -t l 4.Sealingand CladdingSMELTER ONE AND SHOULD BE TREATED AS SUCH. '/ NO ONE MAY COPY,REPRODUCE,TRANSMIT OR FULL COVERAGE GALV.SHEAR SHEETING(PER 4.1.All joints shall be sealed with polyurethane caulk,UNO DISTRIBUTE THIS DOCUMENT IN HAY PART WRHOUT 3I30/18 PRELIM UPGRADE DWGS 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 TME EXPRESSED WRITTEN PERMISSION OF SHELTER 4/10/18 FINAL UPGRADE DWGS ONE OR IT'S DESIGNATED AGENTS. to manufacturer's requirements.Roofing system shalt 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 DWGS 4.4. Exterior cladding shall be 5/16"thick HardiPanel shall be replaced with Thermo Bond Rock Panels per manfucaturer's specifications. 7/24n8 FINAL UPGRADE DWGS 4.4-1.New Exterior cladding shall be fastened per manufacturer's specifications. ONESHELTER V REPLACE ALL EXTERIOR SIDING 4.4.2.Miscellaneous exterior Vim 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.Mmcelleneou5 exterior trim and metal Com orients 7/30/18 FINAL UPGRADE Dwcs SEALED PER MANUFACTURER'S p REQUIREMENTS, shall be G-90 galvanized steel Sheet,factory or shop finished. 8/8/18 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. 1rsr15 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 Dwcs Headquarters 8 Manufacturing The following Is a very basic outline S halter One(S1)would propose for the re-cladding of the series of shelters that were built under the serial number 5887 Monument Drive L DRAWING INFORMATION: !, 24014 for Washing County Oregon in 2004. Grants Pass,OR 97526 --�1 I ir t L 541/479-4622 F 541/479-5289 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE - 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. PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FLASHING www,shelterl,com 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 �() -..."--C10 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)underlayment 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 corners. Remove all exterior"house wrap"vapor barrier and 5/8"drywall. Replace drywall with new 5/8"presure treated strucutral sub-sheathing. L ` _ ` ' lg.' ' - ` . 'I f 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 Bushing " � 4L`�.7 � � � � 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 Cis il lInginP rs Q =MEMBRANEROOFING BYSTENHAY BEPROVIDEDWRH RECLADDING NOTES ADDITIONAL TAPEREDPOLYISOCYANURATE 5)Re-Cladding Process:Typical assembly process by Si would be as follows. Provide full perimeter caulking at sub-sheathing and skid base. Install bottom of wall to DonChin Associates OAM INBUUTas To PROVIDE POSmvs DRNNAGE Cushing SEE NOTES SHEET o.1. skid Z-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 ReCladding 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)3875331 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: O'o PROFS Trim materials: Duro-last has its own line of termination/trim package that uses a very similar �, � FASTENERS pre-finished 24ga steel covering that should be able to match very closely to the original trim GINE colors. S1 can also provide a quote to WCCCA and/or site contractors for a new full trim APPROVED BY: DATE: X11 �'� !� FASTENER TYPE FREQUENCY LOCATION package kit. The kit would be provided in full 1Oft lengths and would need to be cut to length Q- 146 and installed by others. II • 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: Si 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. 0 2 #10 X 1-1/4"S/S TORX 6"O.C. FLOOR SHEATHING TO FRAME O� c0 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 07,1 ,\\C.1materials caulking recommended by siding manufacturer should be used. All caulking should Q `,\\ 3 #10 X 1"SELF DRILL DRYWALL SCREW 8"EDGE,12"FIELD O.C. INT.CEILING CLADDING have a high UV resistant rating. TITLE: 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 SHEET REV. 7 FRAME FASTENINGS U.N.O. PER 51,S2&S3 ALL FRAME FASTENING I �� SHEET TITLE: 8 SUB-SHEATHING sU423&P518 ALL SUB-SHEATH 9 #10 X 1/2"SELF-DRILLA E F�DRILLK-LATH SCREW 12"O.CLEDGE&FIELD SHEAR SHEATHING FASTENING J SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT II SHEET NUMBER: C-5'1 SHELTER ONE RECLADDING DETAIL 1 • 9 - 1c , - 1 `< €`=R - POLICE*FIRE•MEDICAL B ' o i M613.0,-.PE., �: F PROJECT INFORMATION: NOTES: Fy °x;s �`= 1.AGGREGATE TO BE ATTACHED TO WOOD SHEATHING WITH �� `F- W-2 4 2. PAT STAINLESS STEEL 1'SCREW. „` CANTERBURY 2.SCREW PATTERN TO BE 1'C-C AROUND EDGE AND 2'IN FIELD. �/ 3.PRESS LOOSE AGGREGATES FROM PANEL SPOILS INTO WET CAULKING \� • ' AT ALL EXPOSED PANEL FASTENERS TO CONCEAL FASTENERS. r21G N s 10310 SW CANTERBURY LANE (- z N TIGARD,OR 97224 oZ z $ DATE RELEASE t.).c", • • • O n V 3/30/18 PRELIM UPGRADE OWNS F1 4/10/18 FINAL UPGRADE DWGS POF. 4/20/18 FINAL UPGRADE DWGS O 0 5/3/18 FINAL UPGRADE DWGS 7/24/18 FINAL UPGRADE DWGS N - 7/27/18 FINAL UPGRADE OWNS 7/30/18 FINAL UPGRADE DWGS 818118 FINAL UPGRADE DWGS WF:r::. 1/3/19 FINAL UPGRADE DWGS _of S 1/17/19 FINAL UPGRADE DWGS J c h . • • C O DRAWING INFORMATION: I H zM $O''3; 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 N AGGREGATE W F W WITHOUT THE WRITTEN PERMISSION OF THE OWNER. �1 / PANEL Q W Z Q PLANS PREPARED BY: f• WUW W cushing • • • c, r5 a Cis ii Engineers Q ..E7,:+' Q Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET N ,... i SUITE 265 PORTLAND,OR 97214 (503)3875331 www.cushing-engr.com LICENSURE: <ce PROFFssi az � �lGINE�h' O2 F. N < z 146, z 1" z �/ , 3 i o OREGON / • a, • 07, % = i _ N `J �N CUSN\� 1'-11" 1'-11" z > a RENEWAL DATE 12/31/19 z 8 1" f .. II O SHEET TITLE: I - M F , E SHELTER SIDING AND E., U ROOF MEMBRANE REPLACEMENT III SHEET NUMBER: C-5.Z THERMO BOND AGGREGATE SIDING DETAIL 1 GENE_R_AL NOTES AND SPECIFICATIONS BASIS FOR DESIGN 9 ...1. - I. ALL CONSTRUCTION not specifically detailed shad conform to rifvrae IOADS:. the requk-ettents of the 2044 Oregon StructuralSpecialty Code Cade(OSSC)and any local code requirements. 0605; 2 CHECK ALL DIMENSIONS in relation to site conditions before 5HtL1ttt=18.750 IES star 1.g work. The contractor shall coordinate work of oil tradexWispy=3e2 LD5 -- All d�screponcies theft be cooed to the attention of the engineer J Wispy -3780 LHS NMI resolved before proceeding with wogs. During construction phase the contractor 1s responsible Lar the safety of the building SEISMIC SHE CLASS"0".Ss-1149. POLICE•FIRE a MEDICAL and personnel. Provide adequate shoring a ndfar bracing In St=0.561,505=0.796 accordance:with,appropriote Lard,State told National safety SDI-0.561,i=1,5.R=CO codes Fa.1.641..Fe=i.5,rho=1.3 as=3.0 3. STRUCTURAL AND MISCELLANEOUS STEEL*hall be kn "n`e Ce=TOM(ASE) PROJECT INFORMATION: accordance with AMSC-"Specification far the Design,rebricetian W X rhe x Co= 15035/(51RErf0TH) and Erection of Structural Steel for Buedrege and shah be ASTM ypf 120 MPH(3-SEC GUST)Ere'C'' 1/k/'� A-36 U,O,N, AIl belts holes shots he punched or&Nled burning tkV of holes shoe not be permitted. Alt,trudturat steel shelf hove one shop coat of paint CANTERBURY 4. STRUCTURAL AND MISCELLANEOUS STEEL shall be In accordance with AtSC Specification for the Design.Fabricotlan and Erection of Structural Steel far Buildings and shell be A51M A-36 U_D.N_ Mt bolts hates shah be punched or drilled, SPECIAL INSPECTIONS BY OWNERS TESTING AGENCY burning of hales sheet not be permitted. All structural steel --.__...,,_.__ is to galvanized. Special inspections and testing shall be performed by an approved 10310 SW CANTERBURY LANE All Materials atoll Conform to the following Standards- agency In aceordaace with Me Oregon Structural Specialty Cxk TIGARD,OR 97224 (OSSC)Sections 1703 and 1704,and with the Statement ofSpecial Inspecbons as required by FBC Sections 1704.1.1 and 1705 for Pipe: A5.3 Cr.B DAM F.=35 kali) buRding structural*dements summerizei on fathers DATE RELEASE Shapes; .ASTM 436/ASTM A572 Cr.50 Wide Flange; ASTM 4992 1, STRUCTURAL STEEL CONSTRUCTION per OSSC Sections 1704.3 3/30/18 PRELIM UPGRADE OWNS Tubes: A500 Co.B.Fy- 46 RS and Table 1704.3 including material Identificahau,mid snap weidkng. 4/10/15 FINAL UPGRADE DWGS tholes ASTM A36 Bose Ptotes ASTM 4572 4/20118 FINAL UPGRADE DWGS Weeds: 570XX Electrodes Structural Bette: .65144 A3291 5/3/18 FINAL UPGRADE DWGS Non-structurot Bolts SAE 3429 Cr.5 7/29/18 FINAL UPGRADE DWGS U=Bolts: SAE 3429 Cr.'2 Decoded Roth ASV 436/SAE 3429 Cr.2 7/27/18 FINAL UPGRADE DWGS Anchor Brits ASTM F1554-364,,sp PROA£d, 7/30/18 FINAL UPGRADE DWGS vf 8/8/18 FINAL UPGRADE DWGS Alt structural baits shah ba tightened to'Snug-Tight' e'fier N'„b defined by AISC 14th ED. a fE 1/3119 FINAL UPGRADE DWGS 5, WELDING shell canpty with pertinent recommendations of the 1/17/19 FINAL UPGRADE Dwcs AmertCon Welding Society -()uglify welding processes wed wending rr operators In accordance with ABS"Standard Qualification n' Procedures". Electrodes shall be 5-70 seeks,and shall conform `4'a1thr DRAWING INFORMATION. with NSC specifications.. I news U sitea I THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY ACM* DATE BY DESCRIPTION a.onc cex+suttaea,LLE WCCCA SHELTER TIE—DOWNS FOR USE CY THE OWNERSE AND ITS DRAWINGARIA. PROFESSONAL ENGINEER SCaIE AS SORB REPRODUCTION OR USE OF THIS AND/OR am s*mise.s„e Nw.Nr.x.r,G.,r.xa SHELTER ONE Cl 15225405-2441# 1M$: 12/4/11 THE INFORMATION CONTAINED IN IT IS FORBIDDEN - 4'ai1�'-"� WAS1i NGTON OUB,'R'�" 1DRAIN 10 B e WITHOUT THE WRITTEN PERMISSION OF THE OWNER. -'""�` aO8NO.:17-063 PLANS PREPARED BY: cushin ,,,tl Engmot.rs Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET r4o PAF SUITE 265 �SPerfi lorry:th PORTLAND,OR 97214 &, l1�'• (503)387-5331 - '/'",/L�- r www.cushing-engr.com ,3/4n,0:4''' LICENSURE: C.A.F.aha i <c,° PROFESS I �1GINE'' /:ti 146, • � 0)Oats 14641f / ' POWER SRO I r maCOMBO RAO O OREGON90oi to teea m nFC 07,19 ,\...\.C.,NOT USED • ` ".ry r -0/1/ N\ <x(MN.3l r3r C US 33/11+ 40 0"-4'81G FLAN e MelcSUBa/ ' `NCC°Na2wR RENEWAL DATE 12/31/19 A11149-00.1 4•.No put, UNE SHEET TITLE: It'4' 1 2 DETAIL 1 SHELTER ANCHORS SHELTER TIE-DOWNS S2.0 SCALE : 3/4" = 1'-0" S20 SCALE : 3/4" = 1'-0" *COON DATE BY 0ESCNaPDON u,1vE CONSUL MO,LLE WCCCA SHELTER TIE--DOWNS smut As NOTED PROFESSIONAL s 00otu r. SHELTER ONE C115E10100-240$4 EASE: 13/4717 BMt 9e lLNaflll )1 MMNM,N4f.'roil ere <ean)r»-awe UT_ #6.TO LON T. 12H.#Q'R DRAIN er Mt WASHINGTON COUNTY. OR WET ala,52.0 lore 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" WILL REMAIN CONTAINED FOLLOWING THE DESIGN EARTHQUAKE FOR THIS SITE.CERTIFICATION OF CONTAINMENT IS TO BE KOHLER CO.40REZG ALL-THD(3-3/4"EMBED.) 9/16"0 HOLE W/1/2"X 7 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 EXPERIENCE DATA IN ACCORDANCE WITH ASCE 7 SECTION 13.2.6.EVIDENCE DEMONSTRATING COMPLIANCE OF THIS REQUIREMENT BACKUP GENERATOR 9/16"0 HOLE W/1/2"X 7" 3- SHALL BE SUBMITTED TO THE LOCAL JURISDICTION AFTER REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. ALL-THD(3-3/4"EMBED.) 9A r • �'._ KOHLER CO.4OREZG 40 j _ j _`R 9/16"O HOLE W/112"X 7" 9/16"0 HOLE W/1/2'X 7" O KW 60 HZ 240V AC M ALL-THD(3-3/4"EMBED.) 3" ALL-THD(3-3/4"EMBED.) BACKUP GENERATOR N ) E SIDE 2412 THHN PLUS#12 E®M MI MK1 ANCHORAGE: O GROUND IN 3/4"RIGID PVC 4-PIECES 3"X 3"X 1/4"WASHERS FOR CLAMPING CONDUITBLOCK HEATER) 2-PIECES FB 2"X 1/4"X 76"±DIAGONALS,GALVANIZED A36 POLICE•FIRE•MEDICAL O 0 _ 1 4-PIECES 1/2"X 7"ALL-THD ANCHOR BOLTS;PROJECT 2",PROVIDE 3 NUTS AND 3 LOCK • AND BATTERY CHARGER WASHERS EACH,2 FOR ALL-THD LOCK TO FB 2-CAT-S CONTROL WIRING,1-4/18 1-PIECE 1/2"X 2"ALL-THD WITH DOUBLE NUTS AND DOUBLE LOCK WASHERS FOR PROJECT INFORMATION: AWG REMOTE START FUNCTION ® ® ® ® ® CENTER LOCK-IN POSITION FRONT KOHLER CO.40REZG ATS-GEN IN 3/4"RIGID PVC 40 KW 60 HZ 240V AC CONDUIT(SEE DETAIL) 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#3 GROUND IN 2.5"RIGID , A THIS SHEET o EMBED.ANCHORAGE TEMPLATE TO BE HOT DIPPED GALVANIZED CANTERBURY o THIS SHEET SEE GENERATOR SPEC SHEET FOR DIMENSIONS PVC CONDUIT i;1,�. p \ 6" iiii. O O NOTE:CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE AND WEIGHTS 1-4/18 AWG HALL EFFECT i 0/1■ o FG _- FG `= FG ADEQUATE ALIGNMENT&FIT PRIOR TO POURING CONCRETE PADS,NOTIFY DON FUEL SENSOR WIRING IN 8. h jl I>®� } 18" a "" CUSHING ASSOCIATES IF ANY DISCREPANCIES EXIST 3/4"RIGID PVC CONDUIT Trig h 1='I� �� #a x z5"xtz"@ n 11-11_1-1 d 10310 SW CANTERBURY LANE z .- --,Ili I. lf-7 v I - TACK WELDING ANCHOR BOLTS AND X FRAME IS OPTIONAL TO SECURE. vI 41 - 12"O.C.TYP. _ (SEE DETAIL) Ip v . . 11=n,I I .111 ® \ I • I / e CONTRACTOR NEEDS TO TAKE EXTRA CAUTION WITH WELDING GALVANIZED TIGARD,OR 97224 #4CONT.IN PII;1 I I ' �Ij„71 2^- MATERIAL AND PROTECT WORKERS,ALL WELDS AND FIELDING DRILLING TO BE COLD TURNED-DOWN EDGE GALVANIZED. 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 NPT FEMALE COUPLING FRONT CONCRETE PAD W/#4 SIDE BASE UNDER PERIMETER 3/30/18 PRELIM UPGRADE DWGS @ 12"O.C.EA.WAY FOOTING AND SLAB BACK FACILITY CODE REQUIREMENTS INCLUDING SEISMIC. 41a18 FINAL UPGRADE DWGS FINAL UPGRADE DWGS GENERATOR PLAN SCALE: NTS 1 GENERATOR ELEVATION SCALE: NTS 2 MK1 EMBED.ANCHORAGE TEMPLATE SCALE: NTS 3 SB � B FINAL UPGRADE DWGS 7/24/18 FINAL UPGRADE DWGS 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS NOTES: LEGEND NOTES: / \ AND CONDITIONS AND ENGINEER OF RECORD OF 1. PROPANE TANK REGISTERED WITH pd 7/27118 FINAL UPGRADE DWGS ANY DISCREPANCIES NOTIFYO START OF WORK. SHUT-OFF VALVE 1. SYSTEM SHOULD COMPLY WITH R56 GUIDLINES 10'-0"REQUIRED PROPANE NATIONAL BOARD AND COMPLIES = UNION 2. CONFIRM CONNECTIONS PROVIDED WITH FUEL TANK mom FINAL UPGRADE DWGS TANK SETBACK BUFFER; 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND INSTALLED PER NFPA 58 CODEPRESSURE REGULATOR 3. USE GASEOUS LP VAPOR WITHDRAWAL SYSTEM UFER BARE COPPER 8/8/18 FINAL UPGRADE DWGS STRUCTURAL STABILITY DURING CONSTRUCTION.THE NO IGNITION SOURCES STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN 2. PROPANE TANK INSTALLED AT LEAST 4. TO CODE OFFICIAL,PAD IS FOR EQUIPMENT ONLY(NO BUILDINGS) / SEE SHEET C-11 \ WITHIN SETBACK 113/19 FINAL UPGRADE DWGS DESIGNED FOR STABILITY UNDER THE FINAL 10 FT FROM EXTERNAL SOURCE OF A SOLENOID VALVE 5. CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE ADEQUATE FIT 1/17/19 FINAL UPGRADE DWGS CONFIGURATION ONLY. IGNITION PRIOR TO POURING CONCRETE PADS,NOTIFY DON CUSHING ASSOCIATES IF ANY 3. CODE:2014 OREGON STRUCTURAL SPECIALTY CODE On FLEXIBLE CONNECTION DISCREPANCIES EXIST (oSSC). 3/4"ULTRATITE LIQUIDTIGHT FLEX / 70, \ DOME DRAWING INFORMATION: 4. THE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE 1 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE NON-MET PVC COND FOR 1-4/18 AWG GALV.1 "ID STAND PIPE POST SOILN BEARING GSF OF 1,5005PSF. 2 KOHLER CO. OREZG 40 KW MK2 ANCHORAGE,SEE PROPERTY OF THE OWNER,IT IS PRODUCED SOLELY 5. CONCRETE:FOOTINGS,FC=2,500 PSI MINIMUM FOR HALL EFFECT FUEL SENSOR, (1.9"OD)W/CAP MI ,.. ----� 60 HZ 24OV AC BACKUP DETAIL#6 THIS SHEET FOR USE BY THE OWNER AND ITS AFFILIATES. COMPRESSIVE STRENGTH AT 28 DAYS. DOME DS_1318 1/4"FLEX FUEL LINE FROM PROP / - ...,:.;+::`.. 6. REINFORCING STEEL:FY=60,000 PSI GENERATOR - - REPRODUCTION OR USE OF THIS DRAWING AND/OR 7. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE IN RELIEF VALVE TANK TO REG 3w SOLENOID VALVE \� 1,000 GAL TRINITY LIQUID THE INFORMATION CONTAINED IN IT IS FORBIDDEN ACCORDANCE WITH AIDC SPECIFICATION FOR THE DESIGN, %s - SNAP2IT NON-METALLIC CONN a I AND \ �� WITHOUT THE WRITTEN PERMISSION OF THE OWNER. FUEL GUAGE,R3D r I REGULATOR TO COME '::• '1, �-� PROPANE FUEL TANK OR FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR _ NM LIQUID TIGHT CONN CAT 5 I - WITH GENSET E BUILDINGS AND SHALL BE ASTM AJ6 U.O.N.ALL BOLTS VAPOR WITHDRAWAL- � RI. / 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 ‹its,:.;:?,,,, A...„ AND 3/4"OUT ��::: �:^.:-�:.-~�;-. THICK CONCRETE PAD WI HOLES SHALL NOT BE PERMITTED.ALL STRUCTURAL STEEL TO CARBURETOR f • PER R56 REQUIREMENTS 1,000 GAL TRINITY #4 12"O.C.EA WAY SHALL HAVE ONE SHOP COAT OF PAINT. SHUT-OFF VALVE W/DRIP LEG d9': L�'". ,": ' @ cr LIQUID PROPANE ....._....: . ';.:,.;'- >::;.:-:•..;�.�-:,,t+s,c_;�._r". • ALL MATERIALS SHALL CONFORM TO THE FOLLOWING PLUG III FUEL TANK OR 3/4"DIA.CONDUIT W/CATS MK1 ANCHORAGE,SEE 1 �`~`• „,'. ~ GALV.2}"PIPE SLEEVE(EMBED 12")FOR H-FRAME c u s h 1 n STANDARDS: \ HDR.UNI-STR W/NON DETAIL#3 THIS SHEET VAPOR WITHDRAWL c,,;,1.1 2,, PIPE: A53 GR.B(MIN.FY=35 KSI) MK2 ANCHORAGE,SE EQUAL GAS SHAPES: ASTM A36/ASTM A572 GR.50 - 11 3. CORRPIPECLAMP 3/4"NPT PE FUEL LINE(L=±18') DETAIL#6 THIS SHEET \�"� i 4'-0"X9'-6"X8" WIDE FLANGE: ASTM 6902 6" "�� la 2ND STAGE REG LV550368; 1-1 CONCRETE PAD W/#4 RELIEF VALVE / 1-4/18 AWG HALL EFFECT FUEL Don Cushing Associates TUBES: ASOOGR.B,FY=46 KSI FINISHED GRADE I I, BOND TO GROUND RING B. FG @ 12"O.C.EA WAY SENSOR WIRE IN 3/4"RIGID PVC Civil Engineers PLATES: A36 qr9� i"IN AND I"OUT WELDS: ETOKX ELECTRODES #4CONT.IN s �=0=11=11=11=11 II' SERVISERT TOPLON RISER •I'C11 II IIP 2412 THHN PLUS#12 GROUND IN / CONDUIT FROM GENERATOR TO 107 SE WASHINGTON STREET STRUCTURAL BOLTS: ASTM 83209 TURNED-DOWN EDGE -llhIF TI-II=1I- I L 11=11=fin UFER SOLID BARE COPPER NON-STRUCTURAL BOLTS: SAE J429 GR.5/F1554-36 hi nF`11'il'111 IT4.11Jf."I p1� UFER SOLID BARE D Mann 1"RIGID METAL CONDUIT FROM PROPANE TANK(SEE DETAIL) SUITE 265 FOOTING i,� 111=1 =:n-_.=1_r.=7h COPPER IC-'71--1 .IMI 7 GENERATOR TO DEDICATED - PORTLAND,OR 97214 U-BOLTS: ASTM A36 L -- J 12•' CIRCUIT BREAKER BREAKER (503 3875331 THREADED ROD: ASTM 6367 UFER SOLID BARE ---_ __ @ > BOND TO GROUND RING ) COPPER #4 X 25"X12"© PANEL,RATING 20A CO 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 USE MK1 EMBED.ANCHORAGE TEMPLATE(SEE DETAIL ---._ _ 60 HZ 240V AC BACKUP LICENSURE: • AN APPROVED AGENCY IN ACCORDANCE WITH OREGON PAD W/#4 12"O.C.EA WAY 1 #3 THIS SHEET)FOR GENERATOR MOUNTING "` STRUCTURAL SPECIALTY CODE(ODDS)SECTIONS 1703 AND/704, @ GALV.2 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 p PROP STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS; BASE UNDER PERIMETER SEE PROPANE TANK SPEC SHEET ELASTOMERIC CAULK W/#4 12'O.C.EA.WAY ` 1. STRUCTURAL STEEL CONSTRUCTION PER OSSC SECTIONS FOOTING AND SLAB FOR DIMENSIONS AND WEIGHTS \ v � 1704.3 AND TABLE 1704.3 INCLUDING MATERIAL ATS THOMSON-MARATHON 1� , p C.D - GINEA, O/43 , IDENTIFICATION,AND SHOP WELDING. TS780 2-CAT-5 CONTROL WIRING IN 1/Z" \\- \` ,. ],46 c 7� MKIANCHORAGE,SEE SCALE: NTS q SCALE: NTS 5 RIGID PVC CONDUIT \� DETAIL#3 THIS SHEET t ., GENERAL NOTES GENERATOR FUEL SYSTEM ELEVATION MTS SOD C82344 UFER BARE COPPER SEE OREGON / ALL METAL JOINTS SHALL HAVE 112"0 HOLE W/1/2"X 2" 108" // .�SHEET C-11 goc `' CONDUCTIVE NO-LOX APPLIED ALL-THD(3-3/4"EMBED.) 11/16'0 HOLE W/5/6"X 7" • tl * f '0/1/ee 07,'0\ CIRCUIT BREAKER PANEL J\\ • T.O.GRANULAR"A"MATERIAL ALL-THD(3-3/4"EMBED.) ��` O Q HDR.UNI-STRUT 11/16"0 HOLE W/5/8"X 7" v • 1 1 NONVEHICULAR AREAS: ALL-THD(3-3/4"EMBED.) - .] 115 • POWER CONDUIT TO STUB UP AT \ C USN ABACKFILL WITH CLEAN 11/16"0 HOLE W/518"X 7" s 5g-11 ' \�� METER �\ -33/0 THHN PLUS#8 GROUND IN 2.5"RIGID PVC 11/16'0 HOLE W/5/8"X 7" CONDUIT FROM GENERATOR TO TRANSFER SWITCH RENEWAL DATE 12/31/19 aif:ail:i�;r.,-ai.'aig.; NATIVE BACKFILL AND ALL-THD(3.3/4"EMBED.) -�-•-- - COMPACT TO 90%MAX. 3" ALL-TND(3-3/4"EMBED.) o40, 1,W4. -1-4118 AWG REMOTE START FUNCTION ATS GEN ®4•�4° o �I�r DRY DENSITY. !! MK2 ANCHORAGE: a.Z.K J'c;`; • • VEHICULAR AREAS: q 30' , 2-PIECES FB 2"X 1/4"X 122-2/5"±DIAGONALS,GALVANIZED A36 ` \ [ BACKFILL WITH4-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: GRANULAR'A'AND STAND PIPE POST PROJECT 2" REUSE EXISTING CONDUIT WHERE POSSIBLE 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, GENERATOR & WARNING TAPE THREADED ANCHORS TO BE GALVANIZED A307,A36,OR ASTM F1554 GRADE 36 AND DIGITAL DIAL CONVERTER,SMT94442A TO BE _ ::::,.::.:1,4....,:.:.,,,,:,:::. HDR.UNI-STRUT NOTE: LOCATED ON TELCO BOARD IN SHELTER CONDUIT,TYPICAL BOND TO EMBED.ANCHORAGE TEMPLATE TO BE HOT DIPPED GALVANIZED PROPANE TA N K } GROUND RING ALL CONDUIT INSIDE THE BUILDING MUST BE METAL AND BE GROUNDED PER R-56 STANDARDS. iN BRICK SANDII 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 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, TRENCH SECTION SCALE: NTS 16 MK3 EMBED 9 MK2 EMBED.ANCHORAGE TEMPLATE SCALE: NTS 17 TYPICAL GENERATOR LAYOUT SCALE:NTS 8 C-6 . . . 9 - 1 - 1 FENCING NOTES: ' C ' LITIUjp MACE YA1�i W CCA 12. U.N.O.GATE POSTS SHALL BE EXTENDED 12 INCHES,INCLUDING { }()(J( 120/240 "AC METER 1. GATE POST,CORNER,END,OR PULL POST 4"NOMINAL(4"O.D.) MAIN f5/0 AWG SCHEDULE 40(50 KSI)PIPE,FOR GATE WIDTHS UP TO 6 FEET DOME CAP,TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. IMf 31K �IIPrIZ{61 COOL ## 13. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE,AND A POLICE•FIRE a MEDICAL fi #3/6 Mit OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083. , I LOCAL ) 200 U-� F i � 3 j0 A14G 1Y 2. LINE POST:2-3/8"0.D.3.65 LBS/LIN FT.ASTM-F1083. FULL-WIDTH HORIZONTAL BRACE,SECURED IN PLACE BY USE OF -■a- I 3. TOP RAIL AND BRACE RAIL:1-1/T(1.9"O.D.)PIPE 2.72 LBS/LIN FT GATE BRACE CLAMPS. 4 GNU 14 GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE PROJECT INFORMATION: 200 PER ASTM-F1083.INSTALL BRACE AT ALL CORNER LOCATIONS /-•,, AND ADJACENT TO GATES. ADAPTOR WITH MODEL 6409,180-DEGREE ATTACHMENT OR 4. GATE FRAME:1-1/T(1.9 O.D.)2.72 LBS/LIN FT.ASTM-F1083. APPROVED EQUAL. W-2 5. FABRICFOR SHALLTOP BE TWOSELVAGES.INCH CHAINLINKSHALL MESH NO.9 GATO ASTM UGE 15. GATE LATCH:1-3/8°O.D.PLUNGER ROD W/MUSHROOM TYPE CATCH. (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 THE FABRIC CONFORM PLACED AT LINE POSTS. A-392 CLASS 1. 17. STRETCHER BARS SHALL BE 3/16"OR HAVE EQUIVALENT 1VO MOS6. TIE WIRE:MINIMUM 11Ga.GALVANIZED STEEL.PROVIDER CROSSSECTIONALAREA. H2ih`14 GND \-43/018. U.N.O.ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION 121) 24+] VAC SINGLE WRAP OF FABRIC,TIE AT POSTS,RAILS,AND AT BY OTHERS f4 CICI CAP AND BARBED WIRE SUPPORTING ARM. 10310 SW CANTERBURY LANE 1 kW -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 7. TENSION WIRE MINIMUM 7 Ga.GALVANIZED STEEL. REQUIRED BY PIPE SIZE. BY DTI-ERS { I AK; 8. U.N.O.BARBED WIRE:DOUBLE STRAND 12 Ga.1/2"O.D.TWISTED 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, ON SiTE' WIRE TO MATCH W/FABRIC,14 Ga.4PT.BARBS SPACED ON DATE RELEASE WV/SAO BAND CLIPS AND TENSION BAND CLIPS. aaola PRELIM UPGRADE DWGS APPROX.5"CENTERS. GENERATOR 21. U.N.O.WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED,24" RECEPTACLE A Jf I 9. U.N.O.BARBED WIRE GATE GUARDS SHALL BE FITTED WITH 4/10/18 FINAL UPGRADE DWGS DOME CAPS. DIAMETER COIL.BARBED TAPE,STAINLESS STEEL,CYCLONE FENCE 420/18 FINAL UPGRADE DWGS 10. U.N.O.BARBED WIRE SUPPORT ARMS SHALL BE PRESSED MODEL G8P TO TYPE III SHALL BE FURNISHED.IT SHALL BE 8/8/18 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 FINA UPGRADE DWGS 11. PROVIDE TWO 5 FOOT WIDE OUT SWINGING GATES,(UNLESS P4 U.N.O.ALL CHAINLINK FENCING COMPONENTS MUST BE HOT DIPPED 7/27/18 FINAL UPGRADE DWGS NOTED OTHERWISE).NO PERSONNEL GATES ARE REQUIRED GALVANIZED. 3018 FINAL UPGRADE DWGS ONE-LINE WIRING DIAGRAM GATES SHALL BE ABLE TO LOCK. (UNLESS DIRECTED BY THE CONSTRUCTION MANAGER). EE23. WHEN IN USE,PRIVACY SLATS TO BE A NEUTRAL COLOR. 8/8/18 FINAL UPGRADE DWGS C C NONE - - 1/3/19 FINAL UPGRADE DWGS SCAM�C lt+^•.r' N 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 ITIS 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 cushing NO SCALE 3 STRANDS OF BARBED WIRE 8'-O-10'-0" 12'-0" / 1 i MOUNTED ON KNEE BRACE AS TYPICAL PANEL TYPICAL GATE TOP RAIL SPECIFIED;BRACE TO OUTSIDE 4' AX 114"x3/4"STRETCHER BAR W/ Don Cushing Associates PROPANE MUSHROOM BANDS Civil Engineers TANK e 107 SE WASHINGTON STREET _/2 r.• I-: FENCE POST(TYP.);SEE CHART SUITE 265 FNE Rack/Ate Switch \ •,90,1444:440:00:+,:41;••^�•••iis-- 'iii 44.4-ii• w i`i A••- BELOW FOR SIZE PORTLAND,OR 97214 ♦° OOpN:O. 6. 4 3" ;:•:.; '04.4.•�•i•%� •t4:4,o i0 +x+,1i \ / !i!ii'J:•i❖i'::❖:♦0::.':•C,]- �y� 1503)387-5331 (Ports to be assigned and proNded by WCCa Tech) :•:i:.:❖.momo .�o •••0•S J♦� -r.040'.••O:•:�- www.cushing-engr.corn 00•.. 4/18AWG,Shielded __-__--_-.-_-__-__-___-____ o .•p•♦.r••••D.❖O.❖:.•.6••:J♦"�:•♦•••••� ••••�••••••••••••••� Tae.Comm/White huuvouanwra l • m is40'i'i' :'':%i'i'�':�i'''''iw:4 'ii -:::::::::::::::::$- %pi�:::j:••O'3jJ - CHAIN-LINK FABRIC;TO TOUCH (Cann Comm/W3-1A) «.,.= •iiiei.,,•❖•••i'::•:**** :J.:❖:•::1 ;.4::%:::j ::ip!i!i GROUND LICENSURE T CATS Ethernet GRADE SITE PER NOTES ON '•♦•••••'•3'•O••: %::*44;.,7/4•--y;•; ;:••O•.•.- AKCPCuI/Bhm SHEET G-1 ;'�;' ;:••.:;$::.!=:,:l. :::•f.'•: _••��A3A4SA.1 :y:.Se.•_..._.- :-.. TENSION WIRE AT BOTTOM OF / 1 CATS Ethernet • - •• -•- 6" !3. :' : s FABRIC N. OFFSS 1 - Tdm Board 11� Ire 1 =11�11�1 t� 4/18AWG,Shielded ATS CATS Ethernet IIIJI • GINE /� -Tank Comm/White- ATSCVI/Blue I AKCP (Caeman-P40073-1p �- rank 14 zona_ ars _ u TRUSS OR TENSION ROD AS REQUIRED -, FOOTING WI 1/2"CROWN;SEE - , �� Ck- (W Address ___w/B___ r1 Monitor I- Ed.rnet/Blue CHART BELOW FOR SIZE& 146 4J78AWG.Shielded j 1 unit ----WM- prodded b' TankComm/White Device H1aAWG_I DEPTH i t .-airy- WCCCATech) `B/W-- Grey J Er W/O -WM-Om- -0/w- AUNMeLx1N1 FOR SIGNAGE,SEE DETAIL 6 THIS SHEET O OREGON�� ! -W/G W/8-8-AC Power Normal(Normal CJose) FC. 07,�� \� G/W -B/w- Q -whr- CATS -Wj0.-9-AC PowerEmergency(Normal dose) FENCE&GATE NOTES: O'V C'US --Br/W- -ATS Alarms/Orange ""- 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. RENEWAL DATE 12/31/19 CATS 3. TIE WIRE:MINIMUM 11 GA.GALVANIZED STEEL. Tank Level/Orange 4. BARBED WIRE:12"(3)STRAND. IOR 5. GATE LATCH:SEE DETAIL 5 THIS SHEET;VERIFY WITH CONSTRUCTION MANAGER. (IP Address to be ALARM BLOCK 81 SHEET TITLE: provided by WCCCA Tech) -W/B 14-COMMON FAULT(NormalClose) \ I CATJ n_ -Gen alarms/Orange -6/1N 6'HIGH GATE/FENCE -W/O 15-COMMON WARNING(Normal Close) SITE DETAILS -0POST TYPE POST DIAMETER FOOTING SIZE NOTES: WIG/G--16-GEN FAIL TO START(Normal Close) --Gm LINE POST 2-3/8"0 12"003" 1. ALL POSTS:SCH.40(50 KSI)ASTM-F1083 CORNER POST 4"0 16"0X36" 2. ALL FENCING TO BE ENGINEERED BY W/Br-17-GEN NOT IN AUTO(Normal Close) FENCING MANUFACTURER&APPROVED Br/W GATE POST 4"0 16"0X36" BY PROJ.MGR.FENCE MANUFACTURER IS I -WA 18-FUEL LOW/HIGH(Normal Close) i TO VERIFY ADEQUACY OF TABULATED B/w I POST&FOOTING SIZES SHEET NUMBER: DIAGRAMS PROVIDED BY WCCCA ALARM AND COMMUNICATION WIRING 3 TYPICAL FENCE ELEVATION 4 0681 SCALE:NTS SCALE:NTS _ STRUCTURAL BY OTHERS STRUCTURAL BY OTHERS THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY 9 - 1 - 1 wcccA 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 1 -2 TO CREATE A 10'CENTER TO CENTER MOUNT AND STAND OFF ARM ON V V SEPARATION AND MOUNT NEW(1)700/ WEST SIDE AND INSTALL NEW CANTERBURY 800 MHz RX ANTENNA WI 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 60 MW ANTENNA 3/30/18 PRELIM UPGRADE DWGS EXISTING(1)800 MHz RX ANTENNA EXISTING 800 MHz RX ANTENNA TO SHERWOOD @ 209°AZIMUTH EXISTING TTA 4/10/18 FINAL UPGRADE DWGS REF.1 REF.2 REF.2 REF.B 4/20/18 FINAL UPGRADE DWGS TOP OF TOWER PROPOSED 60 MW ANTENNA TOP OF TOWER 5/3/18 FINAL UPGRADE DWGS / @ 120'-0"AGL+/_ N.RAD CENTER @ 120'-0"AGL+/- \ @ 120'-0"AGL+/- 724/18 FINAL UPGRADE DWGS EXISTING 800 MHz RX ANTENNA EXISTING 4'0 MW ANTENNA EXISTING 800 MHz RX ANTENNA _ I I!l'. / EXISTING 4'0 MW ANTENNA 7/27/18 FINAL UPGRADE DWGS sr BASE ELEVATION @ 120'-0"AGL+/- _-_.,z 7-RAD CENTER @ 117'-0"AGL+/- BASE ELEVATION @ 120'-0"AGL+/- " Ijnl♦ /RAD CENTER @ 117-6.AGL+/- �% 7/30/18 FINAL UPGRADE DWGS EXISTING 60 MW ANTENNA EXISTING 800 MHz TX ANTENNA ON I'�� 8/8/18 FINAL UPGRADE DWGS / VVV EXISTING 6'0 MW ANTENNA EXISTING 60 MW ANTENNA RAD CENTER @ 116'-0"AGL+/- RAD CENTER @ 114'-0"AGL+/- NORTH FACE OF EXISTING PLATFORM M�- RAD CENTER @ 114'-0"AGL+/-V 1/3/19 FINAL UPGRADE DWGS EXISTING 60 MW ANTENNA TO TO REMAIN E 1/17/19 FINAL UPGRADE DWGS REF.13 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 MTN @ 138.2°AZIMUTH THIS DRAWING IS COPYRIGHTED AND IS THE SOLE REF.24 ANTENNA ON NORTH FACE OF REF.24 PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY EXISTING PLATFORM FOR USE BY THE OWNER AND ITS AFFILIATES. EXISTING 60 MW ANTENNA TO REF.15 EXISTING 6'0 MW ANTENNA TO REPRODUCTION OR USE OF THIS DRAWING AND/OR dip 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+/- AZIMUTH Y BASE ELEVATION @ 96'-0"AGL+1- ,did,'iIIU 5 AZIMUTH WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 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 g 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 REF.13,15 OF EXISTING PLATFORM.CORNERS ON ADJACENT FACES OF PLATFORM Don Cushing Associates TO REMAIN EMPTY EXISTING 6'0 MW ANTENNA dih Civil Engineers EXISTING PLATFORM NOTE:EXISTING(1)TRIMET 700 REF.12,14 10 RAD CENTER @ 75'-0"AGL+/-V107 SE WASHINGTON STREET MHz RX/TX ANTENNA(REF.9) 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 ww (503)3875-5 331 w.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(1) SEEM MHz MDT \<.%'-- b ^` PROFFS, EXISTING 120'TALL MONOPOLE EXISTING(1)800 MHz MDT ANTENNA(REF.10)TO BE C� � KIT,WTERMINATE ER SENATE LINE i) "P �* CONNECTORS AND SECURE 146, LINE TO EXISTING MOUNT r OREGON %• Q7,\ CD °ON CUS0 RENEWAL DATE 12/31/19 EXISTING 11'-9"X 21'-9" EQUIPMENT SHELTER SHEET TITLE: 1 TOWER . . GROUND LEVEL(GL) -y GROUND LEVEL(GL) ELEVATIONS SHEET NUMBER: C.'7 11X17 SCALE:1"=20' 22X34 SCALE:1"=10' EXISTING WEST ELEVATION 1 PROPOSED TOWER LOADING WEST ELEVATION 11X17 SCALE:1"=20' 22X34SCALE:1"=10' 2 TOWER LOADING - RFDS REV. 8 DATED 12/28/18 LMR 800 LMR 800 P25 800 MHz MDT TRIMET Microwave 2-ParrettMtn Microwave 2-Pete'sMtn Microwave 1-Cooper Mt Microwave 2-Sherwood GPS GPS(P26) Paging(900 MHz) GPS Paging Air Terminal 9 MR 1 1111111 Equipment Manufacturer ilii Equipment Model# Antenna Data Rx EXISTING/Replaced EXISTING/Replaced EXISTING/Replaced NEW DESIGN Manufacturer Amptwmol Sinclair Amphenol Sinclair RFS RFS RFS RFS Trimble Trimble Trimble Model BCD-800101-EDIN-x-25 SC4791-FILDFD4NUP BCD-800101-EDIN-x-25 SC412-Fi _ SBX6-W100C SBX4-W100C SBX4-W10OC SBX4-W100C Bullet 9 Bullet III Accutime Weight(lbs) 33.1 34 33.1 79 198 7777 77 5 5 5 POLICE•FIRE•MEDICAL Dimensions(inches)(1-kWxD) 134.5x4.3 173.4x3.5x3.5 134.5x4.3 251.5x5 6' _ 4' 4 4 2.61x3.05 2.61x3.05 2.85x3.74 Wird Load Area(1/2"lee)ftz 73 8,f See Data Sheet 73 lb( 142 See Data Sheet See Data Sheet See Data Sheet See Data Sheet WA WA WA Gain(4641)!(4&) 10.OdBd(12.146) 9.5/11.65 10.OdBd(12.1dB) 11.5494/13.6dBi _ 43.4 39.9 39.9 _ 39.9 30 30 NA PROJECT INFORMATION: Number of Antennas(210 1 2 1 1 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 2 2 1 Duplex Rn/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 lee Bridge 1 n/-2 Mounting Elevation Rx(ft) 120 120 120 120 96 96 114 117 75 120 lee Bridge 20 lee Bridge NA Y Y Reference Number 1 2 3/4 5 10 9 23 24 6 8 17/18 19/20/71 21 16 CANTERBURY Azimuth TN 215.84 138.2 2942 239 H Polarity Horizontal Beamwidth 360 Electrical/Mechanical Tilt' _ 1.1 Tag Identifications 10310 SW CANTERBURY LANE Antenna Data Tx Manufacturer Amphenol Sinclair Amphend TIGARD,OR 97224 Model BCD-80014-EDIN-x-25 SC479FF1LDFD4E9JP BCD-87010-EDIN Weight(lbs) 33.1 34 27 DATE RELEASE Dimensions(inches)(FIND) 134.5x4.3 173.4x 3.5x3.5 — 134x26 3130118 PRELIM UPGRADE DWGS Wind Load(§100mph) 7311 See Data Sheet 4/10110 FINAL UPGRADE DWGS Gain(dBd)/(d81) 10.0dBd(12.149) 9.5 10ded(12.1 dB) 4/20/18 FINAL UPGRADE DWGS Number of Antennas(Tx) 2 2 .. _ 1 5/3/18 FINAL UPGRADE DWGS RAD Center Tx(ft) 101103 7124/18 FINAL UPGRADE DWGS Mounting Elevation Tx(ft) 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 Taft• 1/17/19 FINAL UPGRADE DWGS Tag Identifications _ Feed Lines Rx LMR 800 TTA-Testport Cable LMR 800 P25 TTA Test Cable(P26) 800 MHz MDT TRIMET Microwave 2-ParrettMtn Microwave 2-Pete'sMtn Microwave 2-Cooper Mt Microwave 2-Sherwood GPS GPS P26 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 fRx&Tx) 1(Rx&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 E105 waveguide E105 waveguide EIJ90 EL90 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 ITIS FORBIDDEN Jumper Type FSJ4 FSJ1 LDF4-50A LDF4-50A FSJ4 FSJ4 Flex weveguide 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(x2) PLANS PREPARED BY: Lightening Arrestor DC5OUNZ+26Mq DCSIX.t•¢+26M4 H6:3409-01-0066 IS•NENPC2-M4 _ None None None None IS-NRSOLNZ+B(x2) 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 Entry Port Location D1 D2 C2 F2 Cl Al C1 Al D2 c u S Iii ng Cable Number Overall Insertion Loss Cil it Engineers Feed Lines Tx Manufacturer Commscope _ Don Cushing Associates Number of Feeders 2 21 Civil Engineers Feeder Type LDF5 _ AVA5-50 . FSJ4 Feeder Length(R) 107 SE WASHINGTON STREET Number of Jumpers 2 2 SUITE 265 Pe , PORTLAND,OR 97214 Jumper Type FSJ4 LDF4-50A - FSJ4 (503)3875331 Jumper Length(ft) 30' 10 30' www.cushing-engr.com Lightening Arrestor IS-CT5OHJ-M4(x2) _ HS:3409-01-0066 Tag Identification(Labeling) R-W-R-R/V V-W-R-R/V _ _ R-W-R-G LICENSURE: Entry Port Location F1/E1 ,- C2 Cable Number _ = ��D PR�FFSS Overall Insertion Loss /' / Miscellaneous aTower Hardware TTA TTA P25 � �I NE�� O�j N1sc Equip Manufacturer/Type Bird Bird Model Number 429.83H-01 437-831-01-T Weight(lbs) 20 25 ,..,__4V 146" Dimensions(inches) 18x6x6 11.3x 7x10.2 '' • Quantity/Mousdirg Elevation 1/120 2/120 _ _ Reference Number 2 5 OREGONf O ,23, 07, CD TRWER#:ANUFADCTURER:VALMONT Oql/ CUSN\� #:612-05 Z CLIENT REQUEST(REVISION G PARAMETERS): l DRAWINGI#:DD 3742 • STRUCTURE CLASS III • EXPOSURE CATEGORY D 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. EXPOSURE CATEGORY: TOWER LOADING • EXPOSURE D TOPOGRAPHIC CATEGORY: RFDS • SITE SPECIFIC Rr �7 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 MOUNTING HARDWARE OR MOUNTS SHALL BE N MN REPLACED WITH NEW DOUBLE DIPPED GALVANIZED OR STAINLESS PARTS,AS APPROPRIATE 16° 9 r i NW 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 60 MW ANTENNA TO FACE OF EXISTING PLATFORM ADJACENT FACES OF PLATFORM TO REMAIN BURNTWOOD @ 116 RAD w ccA EMPTY CENTER TO BE RELOCATED TO EXISTING 800 MHz RX PROPOSED 700/800 MHz 75'RAD CENTER WITH TED° ANTENNA @ 120'BASE POLICE•FIRE•MEDICAL TX ANTENNA AZIMUTH TO COOPER MTN ELEVATION REF.14 REF.6 REF.1 PROJECT INFORMATION: RELOCATE EXISTING 800 MHz TX ANTENNA REF.15 ...IA 1111k; REPLACE COLLAR MOUNTING PROPOSED 700/ W-2 i VV L 1 EXISTING 800 MHz TX /I�/ ANTENNA BTTA CANTERBURY REFE ANTENNA TO REMAIN �j�jI 4Allal EXISTING TRIMET 700 STIFF ARM,TYP. RELOCATE EXISTING TTA E ELEVATION / %I PROPOSED 700/800 MHz /. jI� MHz RX/TX ANTENNA FROM WEST MOUNT TO REF.4,5(TTA) TX ANTENNA // I.nTO REMAINNORTH MOUNT \REF.12MI, REF.9 EXISTING 60 ANTENNA @ 11714'RAD W REF.2(TTA) \ ,../ ,_•��// lir I� 1 CENTER TO PARRETT ••1` `�6op 10310 TIGARD,OR 9 224 LANE t�� I. MOUNTAIN,AZIMUTH 10`; EXISTING 1 800 MHz 215.84° PROPOSED 700/800 MHz �/• DATE RELEASE �� O RX ANTENNA&TTA 120' ` 3/30/18 • ��0 : MDT ANTENNA(REF.10 REF.23 @ / 4/10/18 FINAL UPGRADE DWGS S �\Q`�``�\ N.1 I� ) BASE ELEVATION / REF.3,5 TTA �� '� TO BE REMOVED '''';':3111141.4\% ( ) EXISTING LIGHTNING :�� '� TERMINATE LINE KIT, 60� ` ARRESTOR azaie FINALUPGRADE DWGS �� \ WEATHER SEAL REF.16 5/3/18 FINAL UPGRADE DWGS \\� � P11� 724/18 FINAL UPGRADE DWGS \�`'.,All CONNECTORS AND EXISTING EMPTY �•\AM SECURE LINE TO \ 7rnn8 FINAL UPGRADE DWGS •\ `��\ 1.1 EXISTING MOUNT MOUNT 7/30/18 FINAL UPGRADE DWGS EXISTING 900 MHz PAGING �. �,• arena FINAL UPGRADE DWGS THIS DISTANCE MUST ANTENNA TO REMAIN ��\ EXISTING 4'0 MW BE EXACT TO 1/8/18 FINAL UPGRADE DWGS REF.11 • ANTENNA @ 117'RAD ENSURE 10'CENTER CENTER TO PETE'S 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 60 MW FOR USE BY THE OWNER AND ITS AFFILIATES. 120'RAD REPRODUCTION OR USE OF THIS DRAWING AND/OR ANTENNA @ CENTER TO 1 0'RAD THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. AZIMUTH 209° REF.8 PLANS PREPARED BY: OAZIMUTH DIAGRAM (96' ELEVATION) °AZIMUTH DIAGRAM (MICROWAVE ELEVATION) °AZIMUTH DIAGRAM (120' ELEVATION) cushing SCALE: N.T.S. SCALE:N.T.S. SCALE:N.T.S. C1 it Prig , Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET SUITE 265 PORTLAND,OR 97214 (503)387-5331 www.cushing.engr.com LICENSURE: GPS LMR ANTENNA GPS P25 ANTENNA GPS 900 PAGING MOUNTED TO ICE MOUNTED TO ICE ANTENNA MOUNTED BRIDGE BRIDGE TO ICE BRIDGE 56ED PROFF o REF.17 REF.19 REF.21 GINE .Ss 146, � . / o�OREGON,�� ;! • C 07 1 CD U ��N C US GPS LMR ANTENNA GPSP25ANTENNAJ 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: (DICE BRIDGE DIAGRAM C-9 SCALE:N.T.S. TOWER STRUCTURAL BY OTHERS 9 - 1 . 1 C POLICE•FIRE•MEDICAL REVISIONS ,„,—, REV DESCRIPTION DATE BY/CK PROJECT INFORMATION: PARTS LIST W-2 ® U0134 12' TO 60' POLE MARK DESCRIPTION OTY CANTERBURY REF. 147662 STANDOFF - 24' 1 147664 STADOFF 30'-42' 1 1i 147676 STADOFF 48'-60' 1 P263 PIPE 2 3/8 OD x 63' 1 10310 SW CANTERBURY LANE I) TIGARD,OR 97224 25366 SHIM 2 TYP. rcDATE RELEASE 3/30/18 PRELIM UPGRADE OWNS \ A 4/10/18 FINAL UPGRADE DWGS 1 I T ` 420/18 FINAL UPGRADE DWGS 147662 — A D W A R F LIST 5/3/18 4/118 FINAL NSYM OTY DESCRIPTION 7/27/18 FINAL UPGRADE DWGS (Yl 1 —...-or 7/3018 FINAL UPGRADE DWGS 1 1 B10 4 5/80 x 2 1/2 A325 BOLT, NUT & L.W. 8/8/18 FINAL UPGRADE DWGS ;50o A , / J20 2 5/80 x 5 G5 BOLT, NUT & L.W. 1/3/19 FINAL UPGRADE OWNS v UB 2 1/20 x 2 1/2 x 4 U-BOLT. F.W.. L.W. & NUT O v A 9 FINAL UPGRADE OWNS I- 147664 USE AS NEEDED NOTE: QUATITIES FOR ONE STANDOFF ARM THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY PRODUCED SOLELY BY THE OWNER AND ITS AFFILIATES.FOR USE 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: 1 s • • cus in 2 3/8 OD x 63' I P2630 DD C1Nd Engineers Y V) LL Q 147664 Don Cushing Associates PLAN VIEW OR Z ON Civil Engineers CY 107 SE WASHINGTON STREET 1/2'-1'-0• 147676 147662 INSTALL WITH Q SUITE 265 SEAM SIDE ON TOP PORTLAND,OR 97214 LL m l..l 15031 3875331 -....„...---- P263 2 3/8 OD x 63' 0 z www.cushing.engr.com 0 LICENSURE: OM TYP. j 147662 TYP. I- P N � D PROFFS 253660 � 1` _ -4G1.NE4,, 1/454 W �m ADD SHIMS .I W 146, B I 1 et—D ,. II I I II ul � JhAS REOD m LJ. c Q O1 _ r i0 -) m — FOR TIGHT / ' , i FIT W V) o NV O OREGON 0°' ' UQB4 REF. VIEW A-A -, 11 FTi FC 07,,E ,. 0 0 < m . .��.. 1 1/2'=1'-0' Q o N N `QN CUSNs\ Ln na I CL 15 RENEWAL DATE 12/31/19 0 ELEVATION CV LL SHEET TITLE: 1/2'=1'-0' SHEET 1 OF 1 DWG. NO. B-147679 TOWER DETAILS SHEET NUMBER: C-10 RX STAND-OFF ARM DETAIL ADJUSTABLE BAND SCOTCH'23 TAPE �� GROUNDING CLAMP j OVER VINYL TAPE _ ADJUSTABLE #6 GROUND LEAD 111.----. . �s I ..,,_. _ 9 - 1 � 1 CLAMP —(' 1/4"20 HARDWARE 111.MPUTTY TAPE )----j BAND CLAMP 10- GROUNDING " will #6 GROUND LEAD —� �� O TWO HOLE I ® \k�LI (4-..., STRAP ASSEMBLY 4 )1,1 COMPRESSION �II�I `: a TYPE SS wc c eik I,////� CRIMP LUG(#6)TO TYPE GT GROUNDING GROUND BAR 4TYPE W TYPE PT ■ 11111 \ CLAMP POLICE•FIRE•MEDICAL FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 FIGURE 5 FIGURE 6 A ........, NOTE: NOT GC `,`�` ` PROJECT INFORMATION: FEED LINE CABLE GROUNDING 1 1 \ `91, SCALE: NTS TYPE TA ' I , W-2 TYPE VB NOTE:ALTERNATIVE NOTE:ALL GROUNDING 25MM SQ.CSA(#4 AWG) GROUNDING BOND TYPE GY TYPE GR CANTERBURY BONDING FOR CABLE DESIGN,SPECIFICATIONS, p COARSER BARE COPPER ELECTRODE EQUIPMENT TRAYS WHEN AND CONSTRUCTION /////// CONDUCTOR AT LEAST 20' CONDUCTOR TO NEW a �) MANUFACTURER METHODS SHALL COMPLY LONG GROUND RING BONDING NOT PRESENT WITH THE MOTOROLA R56 AND UFER 10310 SW CANTERBURY LANE STANDARDS AND GUIDELINES �� FOR ALL NEW 'tt, FOR COMMUNICATION SITES". /,lt, ///A// PAD CONCRETE '`� 14*,, ; \�`, ri,....,\ TIGARD,OR97224 •0/i, C i ///f(////f O 2'MIN' S TYPE GL `"' 33008DATE PRELIM UPGRADE DWGS SE ///!//// © ,� © \ \ TYPE VN TYPE NC TYPE VS a 4/20/18 FINALUPGUPGRADE DWGS ( ( TYPICAL EXOTHERMIC CONNECTION DETAILS SCALE: NTS 2 5!Y18 FINAL UPGRADE DWGS ,i� I f,III illi ,I E - I;I I€I I I- 7/24/10 FINAL UPGRADE DWGS 10 MAIN CONDUCTOR,COPPER CABLE 7/27/18 FINAL UPGRADE DWGS HARGER 1/4"X4"X20"TIN PLATED NOTES: 02 5/8"X 10'COPPER CLAD STEEL GROUND ROD,TO FOUNDATION NONMETALLIC 2 GROUND GROUNDING BAR#TGBI14420M OR 7/30/18 FINAL UPGRADE DWGS 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 u, 03 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 0 EXOTHERMIC TYPE"GT NOTE:FOR REFERENCE ONLY 2. AGB TO BE BONDED TO TOWER DRAWING INFORMATION: 3 4 UFER DETAILCOAX CABLE GROUNDING THIS DRAWING IS COPYRIGHTED AND IS THE SOLE CABLE TRAY BONDING CONDUCTOR SCALE:NTS GROUND ROD DETAIL SCALE: NTS SCALE. NTS KITS ' PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY � I FOR USE BY THE OWNER AND ITS AFFILIATES. a REPRODUCTION OR USE OF THIS DRAWING AND/OR NOTES a 1 •A I 80 THE INFORMATION CONTAINED IN IT IS FORBIDDEN 1.TYP.FOR ALL GROUND WIRES FOR %1 A 11 V m WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ELECT.AND OTHER EQUIPMENT. A M91t. •l m m ♦hiPLANS PREPARED BY: 2.THE ENTIRE LUG AND AREA TO BE 1" 1" Z„ SPRAYED WITH CLEARLAQUEROR soMMy✓- cushing f/ y k 2" COLD GALVINIZING SPRAY ✓• / / ' ,- / / / F70- .,- /// .-�-. 3.GROUND LEADS TO BE EXOTHERMIC - ■ �W ' �` �� /jE / �/ /�/ ��„�. Don Cushing Associates "__,-�— � �� `�'� �� » WELDED TO GROUND RING. a / .,-..._. A41- _!�'� Civil Engineers 707 SE WASHINGTON STREET SUITE 265 AGB(AT ANTENNAS) PORTLAND,OR 97214 CONNECTORS M '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.cushingengr.com #GBI14420M(OR EQUAL)WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS LICENSURE: STEP 1 STEP 2 STEP 3 AS SHOWN GENERAL NOTES ALL ANTENNAS,LINES AND RELATED 0 PRO/- INSTALLATION ROFINSTALLATION HARDWARE TO BE 'Cr F`sS II INSTALLATION NOTES: PROVIDED BY THE LAND MOBILE COAX CABLE GROUNDING KITS WITH ��7 1GINE� �� COMMUNICATIONS PROVIDER. LONG BARREL COMPRESSION LUGS, 'C COMMUNICATIONS 4„ ,- AGE 23 ALL-VOLTAGE SPICING TAPE SHOULD BE APPLIED IN INSTALLED BY CONTRACTOR. If146 F ,” ` SUCCESSIVE,HALF-LAPPED,LEVEL-WOUND LAYERS UNTIL DESIRE Or,_ I BUILDUP IS REACHED.TO ELIMINATE VOIDS IN CRITICALAREAS,HIGHLYm • OREGON �--�'•'-�� IE ELONGATE 23 TAPE.STRETCH TAPE IN THESE CRITICAL AREAS JUST 1 O — SHORT OF ITS BREAKING POINT. DOING SO WILL NOT ALTER ITS 1 G I FC 1oU� pi PHYSICAL OR ELECTRICAL PROPERTIES. IN LESS CRITICAL AREAS,LESS 1 I •M m O 07+ � ELONGATION MAY BE USED.NORMALLY,23 TAPE IS STRETCHED TO 3/4 #2 STRD.GREEN 1 i A M 19 ^ 0 a�\ OF ITS ORIGINAL WIDTH IN THESE LESS CRITICAL AREAS.ALWAYS INSULATED WIRE TWO HOLE COMPRESSION 1 M ✓ M O-�) C US` ,,/ ATTEMPT TO HALF-LAP TO PRODUCE A UNIFORM BUILDUP.WHEN USING CRIMP LUG(#2)DETAIL IS TYP. 1 IAS N ' M m 'SCOTCH'VINYL ELECTRICAL TAPE 23 TAPE FOR SPLICING CABLES FROM 35kV TO 69kV,ALWAYS ELONGATE OF TWO NUTS&BOLTS A III M ^ A m e cl RENEWAL DATE 12 31 19 SUPER 88:(2 LAYERS WITH 2"TAPE) THE TAPE THROUGHOUT THE ENTIRE SPLICE. II ✓ i / / m BUSS BAR OR FLAT SURFACE I '' M 'SCOTCH'VINYL ELECTRICAL TAPE SHALL BE APPLIED IN HALF-LAPPED OF EQUIP./WIREWAY jilt.✓II r N r LAYERS WITH SUFFICIENT TENSION TO PRODUCE A UNIFORM WIND.ON 3/8"S.S LOCKWASHER In REMOVE PAINT(IF A M r #2 SOLID BARE TINNED SHEET TITLE: (TYP.) M M _ COPPER WIRE STEP 4 PIGTAIL SPLICES,THE TAPE SHALL BE WRAPPED BEYOND THE END OFMI _ .� PRESENT)AND APPLY i1 r" ■ = EXOTHERMIC WELDED THE WIRES AND THEN FOLDED BACK,LEAVING A PROTECTIVE CUSHION I. .1 ANTIOXIDANT COMPOUND 11 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 RF & GROUNDING DIAMETER SURFACE TO A LARGER DIAMETER SURFACE.APPLY THE TAPE T HEXBOLT 4 WITH NO TENSION ON THE LAST WRAP TO PREVENT FLAGGING. I. _ j.- ." - A =EXOTHERMIC DETAILS -I NI MGB(AT BASE OF TOWER AND EQUIPMENT) SHEET NUMBER: C•1 SCALE: NTS COAX CABLE WEATHERPROOFING 6 GROUND BAR DETAILS SCALE:NTS 7