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Plans (244) ;- . � S Y l � , �;. etcrunF COPY OFFICE COV THE ISSUANCE OFA PERMIT • CITY' OF TIGARD I BASED ON CONSTRUCTION11.1 . ® Approved y Planning RECEIVED DOCUMENTS AND OTHERT •0Moblle DATA SHALL NOT PREVENT° !b 1 e!` THE CODE OFFICIAL FROM initials: JUL 1 Q 2019 U G THE CORRECTION CITY OF TIGARD T-MOBIL r c� M43ER: P001733D BUSINESS UNIT #: 879602 BUILDING D IVIS IION 1 T-MOBILE SITE NAME: SCHOLLS FERRY & 175THSITE ADDRESS: AVRAUTUomooE LN16668 ECROWN SITE TYPE: MONOPOLE COUNTY: WASHINGTON COUNTY CASTLE TOWER HEIGHT: 101.2' JURISDICTION CITY OF TIGARDF ; CAPITAL DESIGN SERVICES z1 of ATH AVE E,SUITE 202 WA 96SD6 atYF�G/i:aa R5 A.5 6'JSG T-MOBILE L600 wwww 36091 aaaa� TALOESIGNSERVICES.oOM . P001733D_SCHOLLS FERRY& 175TH_L600_FCD_MD7_6-21-19 J C SITE INFORMATION I DRAWING INDEX '\ I — LOCATION MAP -- CROWN CASTLE USA INC. SHEET# SHEET DESCRIPTION _ a ee4e%.. S+' T-MOBILE SITE NUMBER: SITE NAME: BARROWS RD o' _am a F SITE ADDRESS: 16668 SW AUTUMNVALE LN T-1 TITLE SHEET .L^- Y`I, ;, ei P001733D BEAVERTON,OR 97007 T-2 GENERAL NOTES COUNTY: WASHINGTON COUNTY T-3 GENERAL NOTES a�« BU#: 879602 MAP/PARCEL#: 2S106AD04900 C-1.1 OVERALL SITE PLAN&SITE PLAN s, ,.,r.ea`s ` ,`' BARROWS RD AREA OF CONSTRUCTION: EXISTING -' ?� a,awa e3. C-1.2 EXISTING&FINAL EQUIPMENT LAYOUTS a eon,_ 16668 SW AUTUMNVALE LN LATITUDE: 45.4262916 �`°'�"�'-�l,nl 1 I OF T*,GA�#D . C-2 ELEVATIONS BEAVERTON,OR 97007 LONGITUDE: -122.848291 C-3 ANTENNA PLAN LAYOUTS [ 1WE co p T A c LAT/LONG TYPE: NAD83 •+ ��+i� QR�v4/ oaJ/ u11�14 GROUND ELEVATION: C-4 EQUIPMENT SPECIFICATIONS ,,,,sem ao wer. s�; }fin ra • CURRENT ZONING R-7 C-4.1 EQUIPMENT SPECIFICATIONS 5WSche,,.sly ae �� sw;,<,m,.,. AI�I�rOVedi` � } EXISTING 101.2'MONOPOLE �+ 1, �s aaam�„ JURISDICTION: CITY OF TIGARD C-5 DETAILS '"""" OT OCCUPANCY CLASSIFICATION: U C-6 RFDS � Permit sw ,m TYPE OF CONSTRUCTION: IIB G-1 GROUNDING DETAILS - 6 s 'I -2eee►►��� ,) e9 ,-r,- a�4 cw Ar,,, A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR 4 EC'.I� I I * t HUMAN HABITATION e CSS PROPERTY OWNER CHRISTOPHER&SHERI RALSTON _" '-e Suite# .�-------- 14900 - ISSUED FOR: SW 150TH f ' mob,v �a e IMI DATE DRWN DESCRIPTION CL TIGARD,OR 97007 i e ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE.CONTRACTOR SHALL a?$p )3� s ....4.).-„,--'"" g Daus-7-:1-0.' —_I 9 in 5-14-19 © PRELIMINARY CL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB STTE AND SHALL TOWER OPERATOR: CROWN CASTLE USA INC IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE to a _ • 1 1 6-21-19 © FINAL CL 1505 WESTiAKE AVE NORTH,SUITE 800 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. � ¢o"9W'5,yr v NO SCALE SEATTLE,WA 98109 } —_ CARRIER/APPLICANT: T-MOBILE C APPROVALS DRIVING DIRECTIONS FROM LOCAL T-MOBILE OFFICE(8960 ALDERWOOD ROAD,PORTLAND,OR 97220): . . �_—_ 8960 ALDERWOOD ROAD 1. GET ON I-04 E/US-30 E FROM NE ALDERWOOD RD,NE 105TH AVE AND NE 102ND AVE ESTIMATED DISTANCE:24.2 MILES PORTLAND,OR 97220 2. FOLLOW I-84 W/US-30 W AND I-5 S TO OR-99W S/SW BARBUR BLVD/PACIFIC HWY W.TAKE EXIT ESTIMATED TIME:51 MINUTES CROWN CASTLE USA INC. APPROVAL SIGNATURE DATE 294 FROM LS S i APPLICATION ID: 485007 3. CONTINUE ON OR-99W S/PACIFIC HWY W.TAKE SW BULL MOUNTAIN RD TO OR-210 E/SW \�\ PROJECT MGR \ SCHOLLS FERRY RD IN BEAVERTON e n o i n e a a a eeel T-MOBIIERFENGINEER APPLICABLE CODES/REFERENC� PROJECT DESCRIPTION RCD PFjFFcn ,n„,=.;",,,,„,G I NEEP.�� SITE ACQUISITION DOCUMENTS THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND ' 93806PE ' PROJECT TEAM CONSTRUCTION MGR ALL WORK SHALL RE PERFORMED AND MATERIALS INSTALLED IN CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS Digitally Signed OREGON FACILITY. ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING 'F'C,y D' ��`' SITE OWNER CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. TOWER SCOPE OF WORK <=-,'Ce (ND Nps, A&E FIRM: CAPITAL DESIGN SERVICES,LLC NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK *REMOVE(3)ANTENNAS, (3)FRIG(3)TMA,(1) CORES:6/30/2021 21014TH AVENUE EAST,SUITE 202 COVP, NOT CONFORMING TO THESE CODES: (1)LOW-CAP HCS CABLE OLYMPIA,WA 98506 T-MOBILE DEVELOPMENT MGR CODE *INSTALL(3)NEW ANTENNAS,(3)AHFIG,(3)AHLOA,(1)HCS2.0 W/ 06/24/2019 CLAIRD@CAPITALDESIGNSSERVICES.COM 2014 OREGON STRUCTURAL SPECIALTY CODE PENDANT T-MOBILE CONSTRUCTION MGR 2017 OREGON ELECTRICAL SPECIALTY CODE by Wellsly signed Wells CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH,SUITE 800 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE GROUND SCOPE OF WORK INC.DISTRICT SEATTLE,WA 98109 2014 MECHANICAL.SPECIALTY CODE *REMOVE(1)CABINET,(1)FSMF,(2)FBBC,(3)FRLB,(1)COVP Holmes . CONTACTS: ZACH PHILLIPS-PERMITTING T-MOBILE OPS MGR 2017 NFPA 70 NATIONAL ELECTRICAL CODE *INSTALL(2)CABINETS,(2)AMIA,(3)ABIA,(1)ABIL,(1)ASIK,(1)ASIB, Holme Date: 503 708-9200 2014 OREGON FIRE CODE (503)708-9200 ) T-MOBILE REGULATORY RFVIF.W 2012 INTERNATIONAL BUILDING CODE 1)J-BOX W/OVP 2019.06.24 -. fes._- __.. ZACH.PHILLIPS.CONTRACTORQCROWNCASTLE.COM ---- -- . — — 14:12:07 NATASHA MONTALVO-A&E SPECIALIST ADA COMPLIANCE (206)336-2886 T-MOBILE PROJECT MGR INSTALLATION IS UNMANNED/NOT FOR HUMAN HABITATION. ` NATASHA.MONTALVO. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. IT Is A VIOLATION OF LAW FOR ANY PERSON, CONTRACTOR@CROWNCASTLE.COM T-MOBILE PERMITTING "OSFS THEY ARE AcnNG UNDER THE DIRECTION DESIGN PACKAGE BASED ON THE REDS of A LICANSED PROFESSIONAL ENGINEER, J THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE REVISION:3.1 TO ALTER THIS DOCUMENT. ENGINEER OF RECORD: VECTOR STRUCTURAL ENGINEERING DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED DATE 4-8-2019 651 W.GALENA PARK BLVD.,SUITE 101 WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL 0 CALL OREGON ONE CALL o (800)332-2344 DESIGN PACKAGE BASED ON THE APPLICATION SHEET NUMBER: �EVISIO DRAPER,UT 84020 CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE ID:485007 CALL 3 UG DAYS _ 1 ,a WELLS L.HOLMES,SE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND BEFORERE YOYOU DIG! REVISION:---- 1 PH:801.990.1775 `,..MODIFICATIONS THEY MAY IMPOSE. / \ ""S\ ri GENERAL CONSTRUCTION NOTES SITE WORK NOTES .") ®_:101I[ 1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(LATEST EDITION),AND ALL OTHER 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND UNSATISFACTORY SOIL T - �./� APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. / 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER INTEGRATED 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND / CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).SPECIFICATIONS ARE THE RULING DOCUMENTS,AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF PROJECT. MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,MOISTURE-CONDITION AND/OR THE ENGINEER OF RECORD(EOR)PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. I 3. THE DRAWINGS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY,UNLESS AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. �f6fF. OTHERWISE NOTED.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND APPURTENANCES,AND LABOR CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO / `"'L. NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE ... CROWN INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. FROM CORRUGATIONS AND WAVES. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE CASTLE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS INCLUDING 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT 4'* DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE DRAWINGS PRIOR TO CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED 4; PROCEEDING WITH CONSTRUCTION,IS REQUIRED.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL EOR PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE DEPTH COMPACTED SURFACE THROUGHOUT SITE. KNOWLEDGE OF FIELD CONDITIONS. SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS ` 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS REQUIRED CONSTRUCTION. THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,AND SHOULD THERE BE ANY QUESTIONS WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING -'-CAPITAL DESIGN SEP.VICES REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ' DEPRESSIONS N THE SUB GRADE � - V E E,SU;TE RESPONSIBLE FOR OBTAINING THE WORK. ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. y . i. _ z .owMP n,wA eesos2G2 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. a et zeG 915.5750 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR GRADES AT THE GRADING LIMITS. �nn� H'H'W.CAP TALDESIGNEERVIC ES.COrw1 CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL J 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC..SHALL BE PROPERLY LAID BACK BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION TO OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) CONTRACT. PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT REQUIREMENTS. DOCUMENTS. - 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS TOPSOIL DENSITY. AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK'USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED T-MOBILE SITE NUMBER: PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS OTHERWISE NOTED. CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. 17. FOUNDATIONYA LICENSEDEE ISE BASEDE HNIC 1L ENGINEER RLOSTRON BEARING MESSUDED TO VERIFYENDEST SOIL ES P001733D TESTING BY A GEOTECHNICAL IS STRONGLY RECOMMENDED i0 BEARING 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND BUILDING 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY CAPACITY,SLOPE STABILITY,AND ALL OTHER APPLICABLE SOILS PARAMETERS. OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. OSHA REQUIREMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN TX HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY STRUCTURAL STEEL NOTES BU#:879602 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND SCHEDULE HIS BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY GEOTECHNICAL ENGINEER. BARROWS RD ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH,WEEDS,BRUSH CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: OR ANY OTHER DEPOSITS TH WILL .CO TRACTOR.COLLECTED DURING CLEANING OPERATIONS SHALL BE W-SHAPES:ASTM A992,50 KSI 16668 SW AUTUMNVALE LN 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO R ANY OF OFF-SITE BY W L GENERAL ALL MATERIALS RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. ANGLES,BARS CHANNELS:ASTM A36,36 KSI 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE HSS SECTIONS:ASTM 500,46 KSI BEAVERTON OR 97007 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS GENERAL CONTRACTOR. - PIPE SECTIONS:ASTM A53-E,35 KSI UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.AND - TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. EXISTING 101.2'MONOPOLE IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE _._ PENETRATIONS _,. AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP.ALL WELDING THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC,MUST BE CLEARLY UNDERSSTTOOD THAREINFORCING STEEL FOUNDATION, EXCAVATION AND BACKFILL NOTES SHALL BE PERFORMED IN AN APPROVED SHOP. ` SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE 1. ALL FINAL GRADED SLOPES SHALL BEA MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE 1/16"DIA.LARGER METHODS AND EQUIPMENT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS,SUBSTANTIALLY THAN BOLT,U.N.O. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS,AND WITHOUT THE PRESENCE ADJACENT SURFACES. OF POUNDING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 301 BOLTS UNLESS ISSUED FOR: COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED NOTED OTHERWISE. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED MATERIALS. PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. m DATE DAWN DESCRIPTION DES./Q. 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF INADEQUATE 5-14-I9 © PRELIMINARY XL 17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT NOT BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S 111 6-21-19 © FINAL a SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN CLEAN CONDITION EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER.LOCATE AND AVOID CUTTING EXISTING --_-MIN AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS. MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE 11.M=M-_ MATERIAL.IF USED.SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS,AND SO MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL INSPECTION IS FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM REQUIRED FOR CONCRETE EXPANSION ANCHORS(I.E.SIMPSON STRONG-BOLT 2 WEDGE ANCHORS 19. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STONES OVER 2 1/7 MAX PER ESR-3037).INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT PERMITTED. THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. \® /1 T® INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE e n s ii n e e a s 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES, COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM 01557. GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. ' REO PPEF ' 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES REPRESENT THE 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER.THE FINAL SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. (FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.FINISH INSTALLER NOTE: -�1E5XG I NE'/. 'o 93806PE y CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. BEGINNING CONSTRUCTION. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. Digitally Signed TOWER MODIFICATIONS ARE TO BE INSTALLED WITHIN ONE YEAR OF OREGON 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: CONSTRUCTION START PER SECTION 6.0 OF SEI/ASCE 37,DESIGN LOADS ON ,��� SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN APPROVED EQUIVALENT, STRUCTURES DURING CONSTRUCTION,WITH A DURATION FACTOR OF 0.80 ON F! Y t7,'P No�� WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF WIND SPEED. S L I NT VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING I EXPIRE:6/30/2021 23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES SHOWN IN SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP THESE DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF EXISTING STRUCTURE TO COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FDOT TYPE No.57 FOR FENCED COMPOUND:FDOT TYPE No.67 06/24/2019 FOR ACCESS DRIVE AREA. Wells REMAIN UNDISTURBED,U.N.O. Digitally signed by Wells HoImaHolmes 1 Date: - 2019.06.24 S 14:12:29-06'00' ir IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACITNG UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER EVISIO : T-2 i . 1.--(:,„ ` SPECIAL INSPECTION NOTES .9) . EI ; _ ■" 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR,APPROVED BY CARRIER AND THE LOCAL JURISDICTION,AS REQUIRED BY INC SECTION 1704 AND ` / 1705 FOR THE FOLLOWING: ` / • A. S1. ALL HIGHUCTURAL STEEL: TABLE N5.6-1; INSPECTION TASKS PRIOR TO BOLTING i. ALL HIGH STRENGTH BOLT INSTALLATIONS;BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2,AND N5.6-3 PER AISC 360-10. ii. FIELD WELDING OF UTILIZED). i B. BOLTS AND ANCHORS IN CONCRETE: INSPECTION TASKS PRIOR TO BOLTING QC QA CROW N I. RETROFIT ANCHORS IN CONCRETE(ASHESIVE/EPDXY,EXPANSION,WEDGE,OR SCREW TYPE ANCHORS): CASTLE INSPECT SIZE,LENGTH,CLEANLINESS,AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P ` "�%* C. CONCRETE CONTION AND INSPECTION FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 ` 1 I. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC SECTION 1705,TABLE 1705.3. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF THREADS ARE 0 0 TO BE EXCLUDED FROM SHEAR PLANE) e. _�e'CAPITAL DESIGN SERVICES — , 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH - iie= 2101 4TH AVE E SUITE 202 PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 e� OLYMP A,WA 98506 CONTRACT DOCUMENTS. 260.91 5.6050 ee e/ WWW.CAPITALDESIGN SERVICES.2014 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,ARCHITECT,STRUCTURAL CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE PAYING SURFACE CONDITION S�HOLE O 0 ' ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL. PREPARATION,IF SPECIFIED,MEET APPLICABLE REQUIREMENTS 4. CONT NUO'US THIRD PARTY SPECIAL INSPECTION REQUIRED FOR ALL BELZONA 1111 MOUNTED PLATES AND PRE-INSTALLATION VERIFICAITON TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED P 0 _HARDWARE. FOR FASTENER ASSEMBLIES AND METHODS USE PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS,AND 0 0 OTHER FASTENER COMPONENTS T-MOBILE NUSITEMBER: UMBER: INSPECTION OF HIGH-STRENGTH BOLTING(PER AISC 360-10,SECTION N51: nn POS I J N D OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE MATERIALS, TABLE N5.6- ;LINSPECTION TASKS DURING BOLTING PROCEDURES AND WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE RCSC SPECIFICATION. INSPECTION TASKS DURING BOLTING QC QA BU#:879602 I1) FOR SNUG-TIGHT JOINTS,PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-1 AND FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND WASHERS(IF BARROWS RD MONITORING OF THE INSTALLATION PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE 0 0 QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. REQUIRED)ARE POSITIONED AS REQUIRED (2) FOR PRETENSIONED JOINTS AND SLIP CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE TURN-OF-NUT JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE 0 16668 SW AUTUMNVALE LN METHOD WITH MATCHMARKING TECHNIQUES,THE DIRECT-TENSION-INDICATOR METHOD,OR THE PRETENSIONING OPERATION BEAVERTON,OR 97007 TWIST-OFF-TYPE TENSION CONTROL BOLT METHOD,MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 0 (3) FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE CALIBRATED EXISTING 101.2'MONOPOLE WRENCH METHOD OR THE TURN-OF-NUT METHOD WITHOUT MATCHMARKING,MONITORING OF BOLT FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI AND QAI SHALL BE FROM THE MOST RIGID POINT TOWARD THE FREE EDGES 0 0 ENGAGED IN THEIR ASSIGNED INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING AS A MINIMUM,BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2 AND N5.6-3. IN THESE TABLES,THE INSPECTION TASKS ARE AS FOLLOWS: INSPECTION TASKS DURING BOLTING QC QA O- OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. ISSUED FOR: P- PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P QC- QUALITY CONTROL TASKS TO BE PERFORMED BY STEEL FABRICATOR OR ERECTOR m DATE DAWN DESCRIPTION cm QA- QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS REQUIRED STRUCTURAL OBSERVATION p 5-14-19 © PRELIMINARY a DEFINED BY AWS B5.1,OR INDIVIDUALS QUALIFIED UNDER THE PROVISIONS OF AWS DI.1/D1.1M En 6-21-19 © FINAL IIM SUBCLAUSE 6.1.4 .—_—_ STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE;STRUCTURE HEIGHT>75'PER IBC 1704.5.1 --_—_ I �VECT® e n a 1 n e e R a GO 1171%, P ,,,,,e>' .4,.NG NEER �y9 ` 93806PE Digitally Signed OREGON '',P, LINO NCS EXPIRES:6/30/2021 1 06/24/2019 Wells Digitally signed H u by Wells e I m e es Date: --- —_-- — — - 2019.06.24 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, J TO ALTER THIS DOCUMENT. SHEET NUMBER: EVISIO T-3C1 \..... \,..._ J c NOTES: 1.?. . \S - 1. THE PROJECT CM/PM TO VERIFY ANY REQUIRED PAINTING - — REQUIREMENTS FOR PROPOSED TOWER,ANTENNAS,ANCILLARY m EQUIPMENT,CABLES,AND HARDWARE PRIOR TO ORDERING/ ■ B ■ ■ G 011e INSTALLING EQUIPMENT. a 1. 1 1 CROWN . , �� � , CASTLE _ _ _ CAPITAL DESIGN SERVICES .. / ,f - OLYMPIA.2101 4TH AVE E.SUITE 202 a. :. i _. ... I.1 NVEr � WA 98506 ■ ; 360 915 6750 `S FERRO Rp /.... WWW CAP TA LO ES GNSERVIC ES.COM , T-MOBILE SITE NUMBER: P001733D .... (COMPOutiq. EA) 12.5" X x x x x x BU#:879602 �.- - BARROWS RD / (E)ACCESS DRIVEWAYI x + (N)T-MOBILE EQUIPMENT p (E)UTILITY +. 16668 SW AUTUMNVALE LN > r FRAME (E)CONCRETE J j I + � ) SLAB BEAVERTON,OR 97007 CIO MOBILE PROJECT EXISTING 101.2'MONOPOLE WI T- i \ LOCATION;SEE C-3 ++Q T MOBILE PROJECT LOCATION; 1 I.1012'MONOPOLE SEE C-1.2r\ij ,r,,,,,,,,,,,,,,,,,,,,/, vz..,,,,,,,,,,,,,A4 ,,o,,,,,,,,,„,,,,,..n: 9.. ( DIII + + CL d I J 1 tu A /r,,,,,iirrr ,,,,A rrrrrirrrrrrrrrrA /. �� .4., + ) ' (E)ICE BRIDGE ` 4 + (TYPJ w w 111 1Z v �— x x x x x x / l i_ - ��J Z ISSUED FOR: A E FENCE TSP — q O Mil DATE DRWN DESCRIPTION CEEM CL riiirniiriiriiiriiri ii ( )riiiiriiini b. —. ,� 15,_2" �J r,,, rrry , ,.3,,,,,,,,,,,,,,,,,,,,„1 /rr rrr i /r/r ,, - 7 O GLr. El 5-14-19 © PRELIMINARY CL f i r r r U Mill6-21-19 © FINAL CL 6 i G ? T-MOBILE PROJECT LOCATION: --_—_ (El INGRESS/EGRESS SW r j ., r SEE G1.2 FRIENDLY LN , /iu,,,,,,,,,,,,ri//� &,,,,,,,,,,,,,,,A / t%,,,,,,,,,,iiriiiiir $,,,,,,,,,,,,,,,,,, / P 4 , (,,_ ' (El EQUIPMENT PAD (OTHER CARRIER) SWFRIENDLY LN (E)BUILDING(TYPJ El ULITY FRAME )14 ;neione . a s (E)FENCE (TYP) (GATE E)ACCESS �S.Ep PPOsfc (E ACCESS ROAD(TY) �;5 6Nc 1 NFFq„o L� '' 93806PE Pl-" 10'-10" 2'-10" Digitally Signed 4 I (GATE) �P' OREGON I �Fl�fY 70,'Z,j;' 'S L I NO Y''' DIPIRES:6/30/2021 06/24/2019 W e I i S by DigitallyWells signed _ Holme Holmes I� Date: ( 2019.06.24 / SITE PLAN DISCLAIMER: ` S 14:13:03-06100' PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR 0, FROM ASSESSORS MAPS.CROWN CASTLE USA INC.HAS NOT COMPLETED A SITE - SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION IT IS A VIOLATION OF LAW FOR ANY PERSON, L�I UNLESSHETITION DEPICTED N THIS SHEET. / N I y OFATLICYENSEDARE PROFESSIONAL ETHE NGIDIRECNEER, J TO ALTER THIS DOCUMENT. 0 OVERALL SITE PLAN ®SCALE SITE PLANSCALE: 11%t]SCALE1=1ooa 0 �a SHEETNUMBER:' : xvscALey3a'� 6' 1�. .I 22%34 SCALE.l'.50'-0" � -- :2x34 SCALE 9/16"=1'-0' /jj'l'f !� ( Ev,;Ioi ..\ 1 I) c T-MOBILE EQUIPMENT SCHEDULE (AT GROUND) i *--S\ REMOVE(E)/(E)TO REMAIN/ADD(N) QTY TECHNOLOGY MFR MODEL DIMENSIONS WEIGHT m!m�! • (L x W x D)OR LF (LBS) Z L a N ()bile - REMOVE(E) (I) BASEBAND* NOKIA FSMF TBD (Ba REMOVE(E) (2) BASEBAND* NOKIA FBBC TBD 1B1 REMOVE(E) (3) RRU NOKIA FRLB 15.8"x 15.8"x5.9" $9.5 REMOVE(E) (1) COVP RAYCAP RNSNDC-7771-PF-48 20.4"x 18.9"x5.8" (9.5 // \\ (E)TO REMAIN (1) BASEBAND* NOKIA ESMB TBD TBD (E)TOREMAIN (1) BASEBAND* NOKIA FSME TBD TBD `G' //"L CROWN ADD(N) (2) SUBRACK* NOKIA AMIA 5.2"x 17.6'x 15.7' ±50.0 �j*, CASTLE ADD(N) (3) BASEBAND* NOKIA ABIA 1.1"x 8.6"x 14.2" 4.4 /t ADD(N) (1) BASEBAND* NOKIA ASIK TBD TBD / ADD(N) (1) BASEBAND* NOKIA ABIL TBD TBD ADD(N) (1) BASEBAND* NOKIA ASIB 1.7"x8.6"x 14.2" 6.6 ADD(N) (1) J-BOX W/OVP NOKIA FE-16148-OVP-B1 16.0"X 14.0"X 8.0" 15.2 ES --CAPITAL DESIGN SERVICES 2101 4T61 AVE E,SUITE 202 OLYMPIA WA 99506 360 915.6750 *ALL EXISTING AND/OR NEW BASEBAND SUBRACKS&MODULES TO BE LOCATED INSIDE(E)OR(N)CABINET OR RACK SYSTEM. WWW.n ITALoe9I9N99PVIces.SS . *THE DESIGN OF CABINET ANCHORAGE TO BE PERFORMED BY OTHERS. / T-MOBILE SITE NUMBER: P001733D I I �.y 02 (E)ICE BRIDGE(SUP) (E)CONCRETE SLAB BU tt: \XIS879R (E)ICE BRIDGE(DP) (E)CONCRETE SLAB / / BARROWS RD + ��\ (E)T-MOBILE FCOA CABINET TO 1 1 (E)T-MOBILE COVP TO BE \ REMAIN \ (E)T-MOBILE FCOA CABINET TO I \ \ 1 (N)T-MOBILE FIBER/ \ REMAIN 1 6_66 8 SW A 7 TTT TTS,R\TT TALE LN REMOVED�J� \ (E)EQUIPMENT TO REMAIN IN POWER!-BOX ADDED \\ \ 1 V VO J W S]V 111v11V V \ FCOA CABINET 1 T (E)EQUIPMENT TO REMAIN IN ByAVE TON On 9700^7 \ \ \ `(1)FSME \ \ FCOA CABINET V l:l� 1 V> i� / / ISI ± N\\ '(1)ESMB \ , •(1)FSME —1 _ `" 1 - �, EXISTING 101.2'MONOPOLE \ - (E)EQUIPMENT TO REMOVED IN ( ./1----11 FCOA CABINET (E)T-MOBILE FRLB,TYP OF(3) > '(2)FBBC + O TO BE REMOVEDX X 1 I 1 (N)T-MOBILE DELTA HPL3 CABINET TOBE ADDED ! li jf (E)T-MOBILE PURCELL BATTERY -�- ISSUED FOR 1àIITA 011 TrrCM p 5-t4-19 X 6-21-19 © FINAL CT. "'� 'I 11 ARIL - I_-I_ III '! � ��� tr-r- I + I • o ill ,, 1,1 1 // 1 • (E)T-MOBILE DELTA LB2 BATTERY+ ; 4 OP ))111' angina arta (E)T-MOBILE NSN LOW-CAP HCS(125 CABINET TO BE ADDED HCS CABLE ± 1 LF)TO BE REMOVED ( (Nl TROOUTTE(125 LF)HI CAPTO FOLLOW ( I I + EXISTING COAX CABLE ROUTE + ��0 ppU�eII ��,:,NGI NEq'-'o + n -4- O 4- + itaDigitallllyy Signed E T-MOBILE 7/8"COAX,TYP - wD � -<+ g X (E)T-MOBILE COAX,TYP OF X OREGON OF(12)TO REMAIN _ I (12)TO REMAIN .<`''6('T(0 20''4\4, 'S LINU NO\' ) EXPIRES:6/30/2021 Wells 06/24/2019 } + D bygWel Witally ells I x T -1 + + HYBRID +HYGRIC Holmes I T- I — + Date: ..../ i + + + + ( Holme 2019.06.24 OAX + COAX + +OAX + COAX T L+ 14:13:14 --- Sir IT ISA VIOLATION OF LAW FOR ANY PERSON, NNUNLESS THEY ARE ACTING UNDER THE DIRECTION} OF A LICENSED PROFESSIONAL ENGINEER, O EXISTING EQUIPMENT LAYOUT PLAN Alt, FINAL EQUIPMENT LAYOUT PLAN �/� TO ALTER THIS DOCUMENT. SCALE: 11%17 SCALE.3/8,1 s 2 t+ / 22%30 SCALE 3/4-I-O' 1 )-___ •/ SCALE: „x,7scALE 3/8,1-0" o , m a 5 1\.J 1' 22X34 SCALE 3/4=1'-0' -• C1 .2CiSHEET NUMBER: VISIO NOTES: 1 ...S\1. THE PROJECT CM/PM TO VERIFY ANY REQUIRED PAINTING I/ REQUIREMENTS FORPROPOSED TOWER,ANTENNAS,ANCILLARY T �Nloile®�� EQUIPMENT,CABLES, S,ANDHARDWARE PRIOR TO ORDERING/ E3 D INSTALLING EQUIPMENT. l / 1 CROWN ,:e.,,,,„,/, CASTLE (E)LIGHTNING ROD TIP HEIGHT 4i, \.., (E)LIGHTNING ROD TIP HEIGHT \ / 106.0'AGL' 106.0'AGL' �� (E)ANTENN` (E)TOP OF MONOPOLE OLE (E)TOP OF MONOPOLE z I of nTr AVE E,SUITE zoo 1 I 101.2'AGL' e CAPITAL DESI GI S,,, ,,,LE,- L N Al� CARRIER) ��' \ 101 2 AGL (E)ANTENNA RAD CENTER(OTHER CARRIER) li "';'.', :',r.,72" LVMA WA,72" 101-2'AGL' - — — �m e aeoel s.e�sa 101.2'AGL' ;'e! WWW.CAPITALOESIGNSERVICES.COM ' (E)T-MOBILE ANTENNA TIP HEIGHT 90.0'AGL' 46, (N)T-MOBILE ANTENNA TIP HEIGHT v;1 *e I90.0'AGL' -- - a .0 1:•.,, If)T-MOBILE ANTENNA RAD CENTER - - 41 C ,,`: ii. (N)T-MOBILE ANTENNA RAD CENTER to I 86.0'AGL' . I 86.0'AGL' T-MOBILE SITE NUMBER: I 1 pp_ A P001733D IRI T-MOBILE ANTENNA,TSP OF(1) PER SECTOR,(3)TOTAL TO BE (N)T-MOBILE ANTENNA MOUNTED TO(E) BU#:879602 REMOVED;SEE C-3 T-ARM,TYP OF II)PER SECTOR,(3) BARROWS RD TOTAL;SEE C-3 (E)T-MOBILE ANTENNA RELOCATED TO (N)LOW-PROFILE PLATFORM,TYP OF(2J 16668 6_8 SW A UTUMNV A T T� T N PER SECTOR,(6)TOTAL;SEE C-3 V V V(7 J W I]V 1 lJ iVll V V 97007 nL,l.1-.1 V (E)T-MOBILE ANTENNA RELOCATED,TYP B T`A TERTON OR OF(2)PER SECTOR,(6)TOTAL;SEE C-3 1J�,n V li 1 V EXISTING 101.2'MONOPOLE ISSUED FOR T-MOBILE EQUIPMENT T-MOBILE EQUIPMENT MI DATE DRWN DESCRIPTION • •' ANTENNA CL:86 ANTENNA CL:86' 5-14-19 © PRELIMINARY CL MOUNT CL 86' MOUNT CL:86' 6-21-19 © FINAL CL --_-_ ill-_-_ (E)101.2'MONOPOLE (E)101.2'MONOPOLE ,VECTOR e n• I n e e R s e18Fc �,NG 18[E; �� 93806PE Digitally Signed OREGON F '��6fY yj 4 NO S t,ND I EXPIRES:6/30/2021 06/24/2019 (E)GRADE 4t,, GRADE Digitally signed (E) 0.0' 00' Wells by Wells Holmes Holme Date: 2019.06.24 ESI �' S 14:13:22 E TT IS A VIOLATION OF LAW FOR ANY PERSON, ' ' UNLESS THEY ARE ACTING UNDER THE DIRECTIONt OFA LICENSED PROFESSIONAL ENGINEER, J TO ALTER THIS DOCUMENT. SHEET NUMBER: EVISIO OEXISTING ELEVATION NEW ELEVATION C—/�2 1 SCALE: 11 XI7 SCALE:1/16'=1'-0' 4 B' ib' 32' SCALE: 11X17SCALE.1/16'=1 0 0' 0 16 32' ` `` :2X34SCALE:1/8"=1'-0" :2X34 SCALE 1/8=1-0 L _ - C -S\ T-MOBILE ANTENNA SCHEDULE - FINAL CONFIGURATION T-MOBILE EQUIPMENT SCHEDULE (TOWER/POLE) ;1; �. DIMENSIONS WEIGHT REMOVE(E)/(E)TO REMAIN DIMENSIONS WEIGHT SECTOR EXIST/NEW QTY POSITION TIP HT AZIMUTH MFR MODEL PORT (L x W x D) (LBS) /ADD(N) QTY TECHNOLOGY MFR MODEL ` (L x W x D) (LBS) EXIST 1 Al 88.5' 60° ANDREW TMBXX-6516-A2M QUAD 59.5"x 12.0"x 6.5" 34.6 REMOVE(E) (3) ANTENNA COMMSCOPE SBNH-1 D65C 96.5"x 11.9"x 7.1" 62.9 ALPHA EXIST 1 A2 88.5' 60° ANDREW TMBXX-6516-A2M QUAD 59.5"x 12.0"x 6.5" 34.6 REMOVE(E) (3) TMA COMMSCOPE ETW200VS12UB 7.7"x 6.3"x 3.1" 11.0 NEW 1 A3 90.0' 60° COMMSCOPE FFHH-65C-R3 OCT 95.9"x 25T x 9.3" 142.2 REMOVE(E) (1) COVP RAYCAP RNSNDC-7771-PF-48 20.4"x 18.9"x 5.8" 19.0 REMOVE(E) (1) LOW-CAP HCS CABLE - - - TBD �.S W', EXIST 1 El 88.5' 150° ANDREW TMBXX-6516-A2M QUAD 59.5'x 12.0"x 6.5' 34.6 REMOVE(E) (3) RRU NOKIA FRIG 23.8"x 17.2"x 7.5" 59.9 CROWN - BETA EXIST 1 B2 88.5' 150° ANDREW TMBXX-6516-A2M QUAD 59.5"x12.0"x6.5" 34.6 CASTLE NEW 1 B3 90.0' 150° COMMSCOPE FFHH-65C-R3 OCT 95.9"x 25.2"x 9.3" 142.2 (E)TO REMAIN (6) ANTENNA ANDREW TMBXX-6516-A2M 59.5"x 12.0"x 6.5" 34.6 `>% (E)TO REMAIN (2) RRU NOKIA FXFB 19.3"x 22.0"x 5.2" 55.0 EXIST 1 Cl 88.5' 270° ANDREW TMBXX-6516-A2M QUAD 59.5"x 12.0"x 6.5" 34.6 (E)TO REMAIN (12) 7/8"COAX CABLE - - - ±,50/LF GAMMA EXIST 1 C2 88.5' 270° ANDREW TMBXX-6516-A2M QUAD 59.5'x 12.0"x 6.5' 34.6 NEW 1 C3 90.0' 270° COMMSCOPE FFHH-65C-R3 OCT 95.9"x 25.T x 9.3" 142.2 ADD(N) (3) ANTENNA COMMSCOPE FFHH-65C-R3 95.9"x 25.T x 9.3" 142.2 ADD(N) (3) IRRU NOKIA AHLOA 22,0"x 12.0"x 7.4" 83.6 CAPITAL DESIGN SERVICES - - -Tab- ,�o-fNI - (3) NOKIA AHFIG 4 Lk - z,D, 4TH AVE E SLtTE"' ADD(N) (1) HCS2.OFIBER/PENDANT L - -- ±l71/LF r DLVMPA,WA750 ��� � 360.91 5 6'J50 �p111.� WWW.CAPITALDESIGNSERV CES.CCM I I - NOTES: __-__` 1. TOWER/POLE STRUCTURAL ANALYSIS/DESIGN TO BE PERFORMED BY OTHERS. 7. REFERENCE MANUFACTURER MANUALS FOR MOUNTING INFORMATION FOR ALL PROPOSED EQUIPMENT,AS NEEDED. 2. ANTENNA/ANCILLARY EQUIPMENT MOUNT ANALYSIS/DESIGN TO BE PERFORMED BY OTHERS. 8. ALL EXISTING AND PROPOSED CABLE LENGTHS ARE APPROXIMATE.THE GENERAL CONTRACTOR SHALL FIELD VERIFY LENGTHS PER FINAL MOUNTING T-MOBILE SITE NUMBER: 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TOWER RIGGING PLANS THAT ARE SUBJECT TO OWNER APPROVAL. CONFIGURATION AND STRUCTURAL ANALYSIS. 4. THE GENERAL CONTRACTOR SHALL REFER TO THE FINAL STRUCTURAL ANALYSIS FOR CABLE PLACEMENT. 9. ALL CABLE INSTALLATIONS SHALL CONFORM TO CURRENT CARRIER STANDARDS. P001733D 5. THE GENERAL CONTRACTOR SHALL VERIFY FINAL ANTENNA/ANCILLARY EQUIPMENT PLACEMENT,MODEL,QUANTITY,AZIMUTH,ETC.W/CLIENT RF 10. ALL CABLE INSTALLATIONS SHALL BE WEATHERPROOFED,GENERAL CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE APPLICABLE. REPRESENTATIVE PRIOR TO ORDERING AND COMMENCING EQUIPMENT INSTALLATION. 11. ALL INSTALLED CABLES TO BE COLOR CODED W/TAPE TO INDICATE ANTENNA SECTOR BASED ON CURRENT CARRIER STANDARDS. 6. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE SUITABILITY OF ANTENNA MOUNT AT SPECIFIED TOWER/POLE ELEVATION PRIOR TO ORDERING MATERIALS. 12. COLORED ELECTRICAL TAPE SHALL DENOTE END OF EA.CABLE AND JUMPER AS CLOSE TO THE END AS POSSIBLE(NOT TO INTERFERE WITH BU#:879602 WEATHERPROOFING KIT). BARROWS RD 16668 SW AUTUMNVALE LN OANTENNA AND CABLE SCHEDULE BEAVERTON,OR 97007 SCALE: NOT TO SCALE EXISTING 101.2 MONOPOLE (E(T-MOBILE FRIG,TYP OF(1)PER (E)PIPE MOUNTS TO BE ---'-:- _::.` -, ,_ -- "'__ .,. - - '. .. SECTOR.(3)TOTAL TO BE REMOVED RELOCATED ALL SECTORS `\ /// , ° ..., \\ ✓ \ , (E)T-MOBILE ANTENNA ' \\� (E)T-MOBILE ANTENNA TYP ,I RELOCATED TO,TYP OF(2) ISSUED FOR: L / OF(2)PER SECTOR,(6)TOTAL a '0 PER SECTOR,(6)TOTAL / A TO BE RELOCATED ��� Eil cssz�l / EI 5-14-19 © PRELIMINARY CL h� � 6-21-19 © FINAL CZ a i'',---2 IN)GAMMA SECTOR ANTENNA '� a e,,` NP --_-_ \ \ �tOR pSY AZIMUTH:270° N Pit -III__-I_ R ZO (111 _(E)GAMMA SECTOR ANTENNA 5 G O AZIMUTH:270° j\\�\\ C FSU N b �y \�l'\ ,\0.b /4',, - �`,1ti , P (E)T-MOBILE TYP OF(1) '�J �. P� / `\ /� / . ' \ PER SECTOR.(31 TOTAL TO BE ` VECTOR.� \ / / \\ REMOVED 5n Y ! n e S a a / 2 1 C u , Y,��r-_'�\Cj'/ " P Iii?"/e EI� p ���� a (E)PER SECTOR,ANTENNA,,131 TOTAL TO OF , \ (E)T-MOBILE COVP TO BE BE ADDED REMOVED -�\ RLD PPDFf n \ \ 1 Ise, a CNG Nf f A o� /�/ 7_�� V A;�� �� m �93806PE /, T� \ �,-a \\ 14111 Digitally Signed ff. \ v�o%`'''' OREGON ff. �5 //�' v] �a�qty D pie fS LI46''' (E)T-MOBILE FXFB,TYP OF(2) (E)T-MOBILE FXFB,TYP OF(2) I EXPIRES:6/30/2021 TO REMAIN (E)T-MOBILE ANTENNA,TYP TO REMAIN 06/24/2019 OF(7)PER SECTOR,(3)TOTAL E - - _ TO BE REMOVED _ _...011i , I* Digitally - ............ ;� . .� Wells signed by (N)T-MOBILE AHLOA,TYP OF40110f F �� '''2''' m Holm Wells Holmes F (1)PER SECTOR,(3)TOTAL TO �i r Date: \�' yTF `� ✓ BE ADDED 5 i'`' mop $ _ 71, 9 2019.06.24 -y,-i- eS, 14:13:36 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION N OF A LICENSED PROFESSIONAL ENGINEER, N TO ALTER THIS DOCUMENT. 0 EXISTING ANTENNA LAYOUT ®SCALE: NEW ANTENNA LAYOUT IA SHEET NUMBER: EVISIO SCALE: nxvsCALE va=r p. f7 SCALE:1/4",-m o z 4 8' 1.1 Ill IMMIN V22X34 SCALE:I/2=1'-e •,•.. .::i; ,r. /L C - 'tel/ J ANTENNA AHLOA AHFIG MODEL 6: DIMENSIONS: DIMENSIONS: T., • •1VloDile•. FFHH-65C-R3 HEIGHT: 22.0" HEIGHT: 27.6" WIPTH: 7.4" WIDTH: 5.6" `DIMENSIONS: DEPTH: 7.4" DEPTH: 5.6" \WEIGHT: 83.6 LBS WEIGHT: 79.4 LBS • LENGTH: 95.9"WIDTH: 25.2" , MANUFACTURER: I/4 tDEPTH: 9.3' .WEIGHT: 142.2 LBS MANUFACTURER: `C ',V1(WEIGHT INCLUDES MOUNTING BRACKET NOKIA v•�O�KIT) NOKIA CASTLE NOTES: ` :'%sMANUFACTURER: NOTES: MOUNT RRU PER MANUFACTURERRECOMMENDATIONS.COMMSCOPE MOUNT RRU PER MANUFACTURER 4, �- RECOMMENDATIONS.NOTES: �'r� CAPITAL DESIGN SERVICES • MOUNT ANTENNA PER MANUFACTURER a he,l 1 � 21 o1 9T1 AVE E,SUITE 202 RECOMMENDATIONS. ,, r DL36P A owe 60 915 Ak 1.mi., WWW.CAP TALDESIGNSERV CES.COI A€ 1. rt I I T-MOBILE SITE NUMBER: ii ' P001733D BU#:879602 BARROWS RD 16668 SW AUTUMNVALE LN BEAVERTON,OR 97007 ANTENNA SPECIFICATIONS AHLOA SPECIFICATIONS AHFIG SPECIFICATIONS SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE EXISTING 101.2'MONOPOLE *OP- HCS 2.0 FIBER FEED W/PENDANT ASIB FIBER/POWER J-BOX W/OVP ISSUED FOR: MilDATE DRWN DESCRIPTION DFS./Q: MODEL 6: DIMENSIONS: MODEL#: 0 5-1419 © PRELIMINARY CL FD2120648555-XXX HEIGHT: 1.7" FE-16148-OVP-B12 0 6-21-19 © FINAL CL WIDTH: 8.6" --Ell-_ DIMENSIONS: + DEPTH: 6.6 L DIMENSIONS: --_-NMIMMIMEMIIIIN� WEIGHT: 6.6 LBS HEIGHT: 16.0" LENGTH: VARIES 1� JrJhr'�?r� MANUFACTURER: WIDTH: 14.0" WEIGHT: 1.71 LB/FT \� �J/ DEPTH: 8.0" ®� TWELVE NOKIA WEIGHT: 15.2 LBS • 48SING6AWGCFIBERS RS /r/}l} < e n o I n e e se a • 48 SINGLE MODE FIBERS 0 NOTES: MANUFACTURER: • PENDANT W/12 HQLC CONNECTORS MOUNT MODULE PER COMMSCOPE W/NOKIA 10 MANUFACTURER 'RED PPof-e,,, MANUFACTURER: RECOMMENDATIONS. NOTES: �� ,NG I Id f,� oY NOKIAII! 93806PE MOUNT PER MANUFACTURER Digitally Signed NOTES: RECOMMENDATIONS. REGON MOUNT PER MANUFACTURER RECOMMENDATIONS. �� :,)E0 L I ND2oo\�yEXPIS:6/30/2021 I e � / %/ o6na12o19 ,,� • -'1. ",5,)':';''''1: �%'I Digitally signed Wells byWells (s- k ti O 5 j Holmes • - � In _ 1 Holme Date: ' c 1 j 2019.06.24 -` cc0000c G Oo V Fr a '"Ff* a �•. _�� L+ 14:13:49 J -06'00' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, J TO ALTER THIS DOCUMENT. HCS2. FIBER FEED W/ ®SCALE: NOT TO SCALEPENDANT SPECIFICATIONS ASIB SPECIFICAT ®SCALE: NOT OIONS SSCALE ®SCALE:OX NOT TO SCALE/OVP SPECIFICATIONS SHEET NUMBER EVISIO E1 _4 1 HP-LARGE 3 POWER CABINET ESOF015-ECV02 LB2 CABINET AMIA - mo e DIMENSIONS: DIMENSIONS: DIMENSIONS: € y !� ®` HEIGHT: 72" HEIGHT: 7T HEIGHT: 5.7' 1 Bd—�� WIDTH: 30" WIDTH: 30" WIDTH: 17.6" ` / DEPTH: 41" DEPTH: 41" DEPTH: 15.7" WEIGHT: 551 LBS(EMPTY) WEIGHT: 509 LBS(EMPTY) WEIGHT: ±50.0 LBS ±850 LBS(FULLY LOADED) ±2650 LBS(FULLY LOADED) • •-',^ MANUFACTURER: — ' MEACIURER : i 6 _ MANUFACTURER: I 6 a arF • 6 •8 6di� 1 DO 0 Q DELTA '.•-"---"--* Q • NOKIA _ i.• CROWN 4144110k t o ¢ NOTES: JI .— _ o f _-': } Fes,, CASTLE � '�� NOTES: 0°� MOUNTSUBRACK PER ATTACH PER MANUFACTURER'S SPECIFICATIONS. ATTACH PER MANUFACTURER'S SPECIFICATIONS. MANUFACTURER J • RECOMMENDATIONS. -., I -CAPITAL DESIGN SERVICES .1` 2101 4TH AVE E SUITE 202 - !' 1 �\ OLYMPIA,WA 9/3506 .;4r 360.91 S 6'750 } �alaiPr WWW.CAPITAL0 ES GNSERV CES.COV i O l � �. T-MOBILE SITE NUMBER: P001733D BU#:879602 BARROWS RD 16668 SW AUTUMNVALE LN BEAVERTON,OR 97007 OPOWER CABINET SPECIFICATIONS O BATTERY CABINET SPECIFICATIONSAMIA SPECIFICATIONS SCALE: NOT TO SCALE SCALE: NOT TO SCALE O SCALE: NOT TO SCALE EXISTING 101.2'MONOPOLE *I </::* ABTA ASIK • ISSUED FOR DIMENSIONS: 121 DATE DAWN DESCRIPTION DES/Q III 5-14-19 PRELI IINARY CL HEIGHT: 1.1" MANUFACTURER: nr 6-21-19 © FINAL CL WIDTH: 8.6" NOKIA aal I I.aF-I DEPTH: 14.2" `■ m, 1 v :; •ar WEIGHT: 4.4 LBS NOTES: MANUFACTURER: MOUNT MODULE PER QCI Q QmOm0P MANUFACTURER T \` NOKIA RECOMMENDATIONS. NOTES: (..... )II' e n • 1 n U E W s MOUNT MODULE PER MANUFACTURER ED 7POrFr RECOMMENDATIONS. ,,,4'c'::,..\D NEFq%� ABIL 'F 93806PE Digitally Signed OREGON 7n �� MANUFACTURER: Fts Y D . 0.1':BCVI:•Jru'cgart i"c:K6iz-bv-,J,r-v7`rs aC4-•Y O LAND NOKIA :: tIP 1 MIRES:6/30/2021 I 06/24/2019 ---- -- --- - --- •• • NOTES. S-RF1 SRFS0-RF1 D-RF2r , ' > 1ti1MOUNT MODULE PER SFP28 OSFP28 Wells Digitally signed--756=-66-7, 7D000D cocc�s oc oon � MANUFACTURERo8,`" °c� o� �� RECOMMENDATIONS. Holme by Wells Holme s c � Date:2019.06.24 14:13:57-06'00' --- S IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION. OF A LICENSED PROFESSIONAL ENGINEER, / TO ALTER THIS DOCUMENT. ABIA NS L D O SCALE: NOT TO SOCALE O CALE:BINOT O SCALE O CSCAT E: NOT TO SCALE SHEET NUMBER �EVISIO II -4. 1 \ 1 J I 1. �` Illi \ - • Jr (-a (N)1-MOBILE ANTENNA,TYP (N)OR(E)T-MOBILE ANTENNA,TYP T .�7 . (N)ANTENNA MOUNTING HARDWARE PROVIDEDBY ANTENNA MFR, s Xj%L J +�IRECOMMENDATIONS INSTALL PER MFR I� ® I 1 (N)T-MOBILE RRU W/MOUNTING BRACKET, CROWN TYP,ATTACH TO PIPE PER MFR RECOMMENDATIONS �. oo ,,, �-. CASTLE ~_ .D (E)2"STANDARD(2.375"O .X 0.154"THICK) (6)2"STANDARD(2.375'O.D.X 0.154"THICK) ° MOUNTING PIPE(UNO) MOUNTING PIPE)ENO),CONTRACTOR TO \ (72 REPLACE W/LONGER PIPE AS NEEDED TO ACCOMMODATE NEW ANTENNAS 111 -CAPITAL DESIGN SERVICES -�..----- - - ." n + , 2101 4TH AVE E,SUITE 202 .. :. :.a.i ....:.,e.-. ". ... - OLYMPIA WA915506 i.2....... ;._. ` +r. - : • 360.915 6750 liar WWW.CAPITALDESIGNSERVIC ES.COM . I 0 Al DOWN-TILT BRACKETS(TYP) "c i1. J '% 2 T-MOBILE SITE NUMBER: P001733D .. (N)SREPRO1 CROSSOVER PLATE KIT AS NEEDED; R CONTRACTOR TO VERIFY PIPE DIAMETERS I _�� (E)MOUNT ASSEMBLY,TYP BU#:879602 cap I�J111 BARROWS RD (E(MOUNT ASSEMBLY 16668 SW AUTUMNVALE LN BEAVERTON,OR 97007 OANTENNA TO PIPE ANCILLARY EQUIPMENT TO PIPE SCALE: NOT TO SCALE OSCALE: NOT TO SCALE EXISTING 101.2'MONOPOLE l ISSUED FOR: PROPOSED 1/2"DIAMETER, SIMPSON STRONG-TIE m DATE DRWN DESCRIPTION :Das./Q STRONG-BOLT 2 WEDGE ANCHOR WITH 3" NOMINAL EMBEDMENT (ICC ESR-3037). TO BE INSTALLED A MINIMUM OF (1) IN EACH 0 5-14-19 © PRELIMINARY CL CORNER OF CABINET. SEE MANUFACTURER'S EOUIPMENT 11 6-21-19 FINAL CL INSTALLATION MANUAL FOR ANCHOR LOCATIONS AND PROVIDE O ANCHORS IN ALL ANCHOR LOCATIONS IDENTIFIED BY --_—_ MANUFACTURER, IT IS ASSUMED THAT CABINET ANCHOR FLOOR MOUNT LOCATION, LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE --_—_ PEP OF(6) ��� MANUFACTURER TO WITHSTAND SHEAR AND UPLIFT FORCES AS NIIIIIIIII CALCULATED IN THIS DESIGN U-BO F MOUNT LOCATION, ° 1 CT® ` R TYP O .. { EQUIPMENT enelne eRa FPKA/I-BOLT MOUNT I' LOCK BASE FRAME LOCATION,TYP OF(2) ,� ' I WASHER I STEEL _ i WASHER REO PPOpf-r = ::: NE:'P,:(N) G I FPKA MOUNTING 1.1 806' p ', 1 BRACKET,TYP -- illy Sne O 4• ------ OREGON o O O V M8X120MM BOLT,TYP OF �` .— - d d4. 4 F`S L IIND Gee �I 2) L% Q4 ° EL o ® ,w 4 _ 4 4 w I MIRES:6/30/2021 O O• <17 01 -III, 4 4 b XII 06/24/2019 O O , W Vlb ` t0 s� Well 0 0. ° 1i.! — ° � Digitally signed ° ° �� � 4 �i c `" by Wells Holmes j ill LI 0 i e Holme Date. 0 0 0 �� ►�� �' 2019.06.24 . ____ _ _ _ coo OQ� �O0/ �O ° — — S 14:14:06 06'00' M10X120X150MM BOLT,TYP OF(2) CONCRETE SLAB J • O PERSON, , ° • UNLESS THEY ARE ACTING UNDER ANYIT IS A VIOLATION OF LAW FOR DIRECTION O O p 0 \ OFA LICENSEDATER DOCUMENNAL T.ENGINEER, TO ALTER THIS DOCUMENT. J FMFA FIXING POINTS SIDE FRONT SHEET NUMBER: EVISIO . ®RRU/CoVP MOUNTING BRACKET ®CABINETATTACHMENTDETA)L E -5 i — — -- _ `\ Configuration 6791A_DB_R4 \l r Legend 1 T BBe Aws L E AWS LTE&PCS GCS L E C ` FCS -'.: CROWN WI' -'% +GSM B, �� ,f CASTLE ,AMTS y LTE AWS+PCS (Alpha Sector) Iii 600+IDI'] 7iF CAPITAL DESIGN SERVICES .:• AS. -y.: • '' - a Sector) - '- - .�ue� 2101 4TH AVE E,SUITE 202 45/57^: ' .feV -i% ; 360 WA 9E1506 915.6 J50 WWW CAa TALOSS SMSERv CES Eo 12 11 10 9 L. 15 14 13 8 7 6 5 =„<,- 1 tli gd'i g.Le 7 . F1 1 Ji a s.... I() I ‘....T1 , T-MOBILE SITE NUMBER: P001733D • •_� BU#: 879602 I 1 — A 10: � BARROWS RD G1 o Irb•.m ereil 7 i_- I 11I711141,1,114111114I!MU 1 " •/ I / 16668 SW AUTUMINVALE LN AHFIB 1��li ��. a :)JMTSFcsM± - BEAVERTON, OR 97007 LTE Wy ''i. 1111n.lnl lel G1 PCS AWS*PCS r :. - AHLOA EXISTING 101.2'MONOPOLE ...... i _Sy to: 'r II�l III y (6001700Mhz o fO1 o f0 ,o up 6o �I 'I I1}��II II I Dual Bendy - � �T R 111I11IIi1I°T!I11I11TT 1911111 11 ,..: •,, . , s Jump.' ISSUED FOR: MilDATE DAWN DESCRIPTION IDES./Q: 101:S 5-14-19 ZS PRELIMINARY CL (Power&Fiber) ,,,•, 11 6-21-19 ® FINAL ME ..,,,,iii �III II= - _ ocal ( _ 1 Sae l n e e fPe EM 1—liii➢Yii®,. ..FCO F�' I,F;.. ,LLC, t - 0 SASAAp 5... _ —AIL- r'''; ---- - --mss' A 93806PE '•- ll (CSR) 1 ' i i ! I III pppp {{eeHNf���p#���p(� -+jc, -i 1 I ill l) (I)I(I 11111,1_ r(x(111111111{4 Digitally Signed SIM Support ,I S 31)il1►I Ill l 111111.1L Btltltltl 1 -1 -1' OREGON ils cep � {r 11 6 00 r..11-11-1:1-4:14,o14,0:-.n.- -11.41:--%;L ��C��L1J1 1 X1117' 1na'i511 11-4 li5121..I� C5 ta.oa - nry� s itl � lll CLI �- (11 1 7 AEWS ,IC q.�+�yyyL iw■ -m-55. � � I CORES:6/30/2021 I 1 L p— LTE AWS.PCSII_= % Sd :ICm &. I m •CI)/ n��r,�.� 06,242019 II"' 1' �' ` - I Digitally signed —_ Webs by Wells ESM& - �� Holmes GSM --?I11 :a�; ' HOImesD019.06.24 I.I I 1n1•r 14:14:16-0600' FSME Millaill 2...:EMI UMTS PCS ■1111♦1.MMIMIMI ` euuntuln nliuntru Vnitunu. IT IS A VIOLATION OF LAW FOR ANY PERSON, Notes: This site is projected L600 upgrade during 2020, for BOM purposes, AHFIB will be replaced with AHFIG by that time. UNLESS THEY ARE ACTING UNDER THE DIRECTEON OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUM'IF`NT. / OPLUMBING DIAGRAM SHEET NUMBER: EVISIO : SCALE: NOT TO SCALE C-6 1 .... _ r I Y . . 1 'S.\ GROUNDING NOTES: w MOLI 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF IT 0 0 [ THE NATIONAL ELECTRICAL CODE,AS WELL AS T-MOBILE STANDARDS. 2. MINIMUM BENDING RADIUS FOR GROUNDING CONNECTORS IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. CROWN 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED /� PER MANUFACTURER'S RECOMMENDATIONS.USE Vii,_ CASTLE PENETROX ANTIOXIDANT GREASE(OR APPROVED EQUAL). \5. ALL GROUND BAR CONNECTIONS ARE TO BE 2-HOLE I — LUG COMPRESSION TYPE.STACKED CONNECTIONS ARE NOT ACCEPTABLE.BACK TO BACK CONNECTIONS ON CAPITAL DESIGN SERVICES OPPOSITE SIDES OF THE GROUND BAR WILL BE SUITE zoz (N)ANTENNA OR OTHER ANCILLARY EQUIP.TYP . M ��' OLYMPIA, sob PERMITTED. 21 QT"AVE E• ■ OL 360.915 6750 ■■■�, WWW.06619660 REIGNS SRV ICES.COM 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED `\ / TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED __ 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND T-MOBILE SITE NUMBER: CADWELD CONNECTION(TYP) SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. P001733D 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS;TO #2 AWG GROUND LEAD TO ANTENNAS,RRH'S,SURGE BU#: 879602 PRECLUDE ESTABLISHING A"CHOKE"POINT. SUPPRESSORS,DIPLEXERS,TMA'S,TYP BARROWS RD 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 16668 SW AUTUMNVALE LN 11. GROUND RING BURIAL DEPTH SHALL BE 30". BEAVERTON,OR 97007 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING DOUBLE LUG MECHANICAL CONNECTION(TYP) EXISTING 101.2'MONOPOLE SYSTEM USING A MEGGER OR EQUIVALENT.THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE.THREE DISTANCES SHALL BE USED:1 AT 100 FEET,1 AT 70 FEET AND 1 AT 35 FEET.THESE DISTANCES GROUND BAR MOUNTED NEAR ANTENNAS AT TOP OF STRUCTURE ARE SUBJECT TO A SITE-BY-SITE BASIS.T-MOBILE SHALL BE GIVEN 24 HOURS NOTICE.ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. ISSUED FOR: #2 AWG(GREEN)INSULATED COPPER GROUND LEAD FROM GROUND BAR AT TOP OF STRUCTURE,TO GROUND BAR AT BASE OF STRUCTURE GB ® DATE DAWN DESCRIPTION CM El 5-14-19 © PRELIMINARY CL 1111 6-21-19 © FINAL CL * TCn GROUND BAR MOUNTED AT BOTTOM OF SUPPORTING E n a E E R 9 STRUCTURE FOR COAX GROUND KITS A. GB GROUNDING LEGEND ® GROUND TEST WELL GROUND BAR MOUNTED ON CABLE BRIDGE FOR WG KIT AT JUMPER TRANSITION ® GROUND ROD • MECHANICAL CONNEC11ON EQUIPMENT/COMPOUND GROUND RING GB (DOUBLE HOLE LUG) • CAD WELD CONNECTION 1 Y • CONNECT PER MANUFACTURER SPECIFICATIONS PROVIDE MIN OF(11 GROUND BAR FOR EQUIPMENT CABINET GROUNDING- ----- ----- 1 GB I GROUND BAR GB ��� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION I EARTH GROUND ALTER OFA LI SF PROFESSIONALSDOCUMENT. ENINEER, TO SHEET NUMBER: EVISIOP!\ \...... G- 1C1 r