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Plans ■ mobile •0 DECEIVED T " 'Mobile "° AUG 3 1 2020 RD T-MOBILE SITE NUMBER: P001733D BUSINESS UNIT #: 879602 BUILDING DIVISION CITY OF / 1 1668 T-MOBILE SITE NAME: SCROLLS FERRY & 175TH SITE ADDRESS: BEAVERTON, R 9 007 UTUMNVALE LN CASTLE SITE TYPE: MONOPOLE COUNTY: WASHINGTON J TOWER HEIGHT: 101.2' JURISDICTION CITY OF TIGARD CAPITAL DESIGN SERVICES ��1 , 2101 6T1-1 AVE E.SUITE 202 On OLYMPIA,WA90506 "11/ 360,15.6750 S. Eu, WWW.CAPITALOESISNSERVICES.COM T-MOBILE ANCHOR P001733D_SCHOLLS FERRY& 1751'H_ANCHOR_FCD,_TA.EC_08-14-20 SITE INFORMATION 1 I' DRAWING INDEX i LOCATION MAP SHEET# SHEET DESCRIPTION CROWN CASTLE USA INC. SITE NAME: BARROWS RD T-1.0 TITLE SHEET 4 l r SITE ADDRESS: 1668 SW AUTUMNV ALE LN G-1.0 GENERAL NOTES T MOBILE SITENUMBER: R: BEAVERTON,OR 97007 A-1.0 SITE PLAN P001733D COUNTY: WASHINGTON A-20 ENLARGED SITE PLAN BARROWS RD MAP/PARCEL#: 2S106AD04900 A-2.1 ENLARGED EQUIPMENT PLAN AREA OF CONSTRUCTION: EXISTING A-2.2 ANTENNA CONFIGURATION r F I�E COPY BU #: 879602 LATITUDE: 45°25'34.6506"N(45.4262916) A-3.0 ELEVATIONS PROIecr AREA ^ y r A-4.0 FIBER CARD DETAILS CITY OF TIGARP LONGITUDE: 122°50'53.8476 W(-122.848291) A-4.1 FIBER CARD DETAILS m R MEWED FOR CODE'T' t .COMPLIANCE 1668 Su/AUTUMNVALE LN LAT/LONG TYPE: NAD83 A-5.0 EQUIPMENT DETAILS u BEAVERTON,OR 97007 GROUND ELEVATION: - A-5.1 EQUIPMENT MOUNTING DETAILS Approved: droved: CURRENT ZONING: R-7 RF-1.0 RF PLUMBING DIAGRAM ] EXISTING LNG 101.2r MONOPOLE JURISDICTION: CITY OF TIGARD RF-1.1 SFP DETAIL OTC: i T I OCCUPANCY CLASSIFICATION: U E-1.0 ONE-LINE&PANEL SCHEDULE E-1.1 AC&DC WIRING DIAGRAMS Permit#: ` TYPE OF CONSTRUCTION: IIB ��- �� p1Q� \\ E-2.0 SCHEMATIC GROUNDING PLAN _ Address: ddres� ��6T g - ` • A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR E-3.0 GROUNDING DETAILS t1 �� J1\l[1�V YY�►7 v J(� HUMAN HABITATION PROPERTY OWNER: CHRISTOPHER&SHERI RALSTON Suite#: ISSUED FOR: 14900 SW 150TH -_ REV DATE DAWN DESCRIPTION DES;Q TIGARD,OR 97007 a_ By: Hi.... ..Date: — , 0 08-14-20 © FINAL ME TOWER OPERATOR: CROWN CASTLE USA INC --_-- 1505 WESTLAKE AVE NORTH,SUITE 800 NOT TO SCALE SEATTLE,WA 98109 -- .-._.- MI MI CARRIER/APPLICANT: T-MOBILE DRIVING DIRECTIONS FROM LOCAL T-MOBILE OFFICE(19807 NORTH CREEK PKWY N,BOTHELL,WA 98011): ESTIMATED DISTANCE 24.2 MILES --_—_ ESTIMATED TIME:51 MINUTES 830 NE HOLLADAY ST 1. GET ON 1-84 E/US-30 E FROM NE ALDERWOOD RD,NE 105TH AVE AND NE 102ND PORTLAND,OR 97232 `` AVE C APPROVALS TAKE E I-84 Wi US-30 5'AND I-5STO OR-99W S/SW BARBURBLVD/PACIFIC HWY W. CROWN CASTLE USA INC. TAKE EMT 294 FROM 1-5 S *ECTORAPPLICATION ID: 525404 3. CONTINUE ON OR-99W S/PACIFIC HWYW.TAKE SW BULL MOUNTAIN RD TO OR-210 E/SW SCROLLS FERRY RD IN BEAVERTON APPROVAL SIGNATURE DATE ` / ,,,.101 ,��,,, ,— ` VECTOR PROJECT*.U2619.715.201 PROJECT MGR GOVERNING CODES PROJECT DESCRIPTION 1 dc "�PEo ?ROFfs T-MOBILE RF ENGINEER "NG Net,'5> ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND r� 93806PE ,- I PROJECT TEAM SITE ACQUISITION ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS Digitally Signed FACILITY. OREGON NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK q h A&E FIRM: CAPITAL DESIGN SERVICES,LLC CONSTRUCTION MGR NOT CONFORMING TO THESE CODES: TOWER SCOPE OF WORK F<<S-p,'te`�� 2101 4TH AVENUE EAST,SUITE 202 20C0DE 199 OREGON STRUCTURAL SPECIALITY CODE **REINSTAVELL (3 ANTENNA,((3 AHFIB,,(1) HCSXFB oem:z020 OLYMPIA,WA 98506 SITE OWNER 2017 OREGON ELECTRICAL SPECIALTY CODE INSTALL(3)ANTENNAS,(3)AHFIG,(1)HCS 2.0 FIBER W/PENDANT ( E/30/26¢1 claird@capitaldesignsservices.com 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE r Wells eM"il ' GROUND SCOPE OF WORK ey.vel5 L 2014 MECHANICAL SPECIALTY CODE * oa,�2a2o 2' T-MOBILE DEVELOPMENT MGR REMOVE(1)CSR 77fr5 SAR-A Holmes ,��,5,, � CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH,SUITE 800 2017 NFPA 70 NATIONAL ELECTRICAL CODE *INSTALL(3)ABIL,(3)ABIC,(1)ASIK,(1)ASIB,(1)BOOSTER INC.DISTRICT SEATTLE,WA 98109 2014 OREGON FIRE CODE (3)AMPLIFIERs,(1)CSR IXR,(1)J-BOX W/OVP CONTACTS: T-MOBILE CONSTRUCTION MGR 2018 INTERNATIONAL BUILDING CODE KIM NICKOLS-A&E SPECIALIST (972)374-4269 kim.nickols@crowncasde.com T-MOBILE OPS MGR ADA COMPLIANCE INSTALLATION IS UNMANNED/NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. ELNGINEER OF RECORD: VECTOR STRUCTURAL ENGINEERING T-MOBILE REGULATORY REVIEW 651 W.GALENA PARK BLVD.,SUITE 101 0 DRAPER,UT 84020 T-MOBILE PROJECT MGR `I't. '1.I I,/-1 :1 14 ll i; DEAN P.LEVORSEN,EE PH:801.990.1775 ' 11 T-MOBILE PERMITTING 0 CALL OREGON OIJE CALL 1E L(80Wo 332-2344 SHEET NUMBER: REVISION: R D A C BEFORE YOU DIG! ��ilYYii � � � � � T- 1 .0 J (..- 1 GENERAL CONSTRUCTION NOTES SITE WORK NOTES (CONTINUED) SPECIAL INSPECTION NOTES 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO I VERTICAL SHALL BE PROPERLY , 1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(LATEST EDITION),AND ALL OTHER 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR,APPROVED BY CARRIER AND THE LOCAL 1V1I()bi1eAPPLICABLE CODE AND ORDINANCES AS REQUIRED BY THE JURISDICTION. BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. JURISDICTION,AS REQUIRED BY IBC SECTION 1704 AND I705 FOR THE FOLLOWING: ar 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WRH THESE DRAWINGS AND THE CARRIER INTEGRATED 14. CONTRACTOR SHALL CLEAN ENTIRE VIE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH,WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF A. STRUCTURAL STEEL: CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISK)N}.SPECIFICATIONS ARE THE RULING DOCUMENTS,AND OFFSITE BY THE GENERAL CONTRACTOR. i. ALL HIGH STRENGTH BOLT INSTALLATIONS(IF UTILIZED);BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE W TH TABLES N5.6-I,N5.6.2,AND N5.6-3 PER ABC ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE 360-I0. `` // ENGINEER OF RECORD(EOR)PRIOR TO PROCEEDING WITH CONSTRUCTION. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WRH THE IMPROVEMENTS SHALL BE PROTECTED BY THE I. FIELD WELDING(IF UTILIZED). GENERAL CONTRACTOR. 3. THE DRAWINGS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY,UNLESS I6. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY.TELEPHONE B. BOLTS AND ANCHORS IN CONCRETE: OTHERWISE NOTED.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND APPURTENANCES,AND LABOR COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. I. RETROFIT ANCHORS IN CONCRETE(ADHESIVE/EPDXY,EXPANSION,WEDGE,OR SCREW TYPE ANCHORS):INSPECT SIZE,LENGTH,CLEANLINESS,MID NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. INSTALLATION PER MANUFACTURERS RECOMMENDATIONS. 4. CONTRACTOR SHALL VISI THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED C ROW/A WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS INCLUDING DIMENSIONS,AND FOUNDATION, EXCAVATION AND BACKFILL NOTES C. CONCRETE CONSTRUCTION: RO Y Y,v CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE DRAWINGS PRIOR TO PROCEEDING WITH I. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WRH IBC SECTION 1705,TABLE 1705.3. rCASTLE CONSTRUCTION,IS REQUIRED.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE I. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. . COMMENCEMENT OF WORK.NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS.SUBSTANTIALLY HORIZONTAL 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,ARCHITECT,STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS REQUIRED AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS,AND WITHOUT THE PRESENCE OF POUNDING WATER. \ DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CLTHE EARANCE.CONTRATT DOCUMENTS, THEREFORE,IT CRITICAL TO FIELDVERIFYADI/OR DESIGN INDSHOHE R E HQUESTIONS REGARRESPONSIBNGLE CONCRETE IN AD WYH FOUNDATIONS SHALLD1 NOT BE LESS THAN 95%Of THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE INSPECTION OF HIGH-STRENGTH BOLTING (PER AISC 360-10,SECTION N5): THE CONTRACT EXISTING CONDITIONS AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR SOIL IN ACCORDANCE WRH ASTM D1557. OBTAINING THE WORK. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF INADEQUATE BEARING ,<,SIBS 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUR JOB DIMENSIONS OR CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE MATERIALS,PROCEDURES AND WORKMANSHIP INCORPORATED IN CAPITAL DESIGN SERVICEsi CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE CONSTRUCTION ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE RCSC SPECIFICATION. • ^! FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE - . : ar yl ryl AVE E.SUITE 202 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL IF USED.SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF 1 O FOR SNUG-TIGHT JOINTS,PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-1 AND MONITORING OF THE INSTALLATION PROCEDURES AS -- ^� �ai ❑LYMPIA,WA 985D6 BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. CONCRETE. SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. „ e 36D.41 3.6930 4 ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH.DEBRIS.AND SO FORTH PRIOR (2) FOR PRETENSONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES,THE pp,' WWW.CAPITALDESIGNSERVICE9.COM 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND AITEM .ON. TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND DIRECT-TENSION-INDICATOR METHOD,OR THE TWIST-OFF-TYPE TENSION CONTROL BOLT METHOD,MONRORING OF BOLT PRETENSONING PROCEDURES SHALL BE AS CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 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. PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS OTHERWISE NOTED. GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STONES OVER 2 1/7'MAX DIMENSIONS.ALL BACK FILL SHALL BE I PLACED IN COMPACTED LAYERS. (3) FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE CALIBRATED WRENCH METHOD OR THE TURN-Of-NUT METHOD WITHOUT 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA ADJACENT AREAS AND BUILDING OCCUPANTS MATCHMARKING,MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI AND QAI SHALL BE ENGAGED IN THEIR THAT ARE LIKELY TO AFFECTED THE WORK UNDER THIS CONTRACT.WORK EL CONFORM ALL OSHA 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE COMPACTION.EACH ASSIGNED INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. REQUIREMENTS.L. BY LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY ` DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. AS A MINIMUM,BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-I,N5.6-2 AND N5.6-3.IN THESE TABLES,THE INSPECTON TASKS ARE AS 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND SCHEDULE HIS 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. FOLLOWS: ACTIVITIES AND WORKING HOURS IN ACCORDANCE WRH THE REQUIREMENTS. 0- OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER.THE FINAL(FINISH) 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS R MAY RELATE TO ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE P- PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. T-MOBILE SITE NUMBER: RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO QC-QUALITY CONTROL TASKS TO BE PERFORMED BY STEEL FABRICATOR OR ERECTOR ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. QA-QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS DEFINED BY AWS 85.1,OR INDIVIDUALS QUALIFIED UNDER P001733D 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS THE PROVISIONS OF AWS D1.1/D1.1 M SUBCLAUSE 6.1.4 SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. B. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE:TYPAR-3401 AS BARROWS RI) MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.AND GEOTEXTILEITHIN1 FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO TABLE N 5.6- ; INSPECTION TASKS PRIOR TO BOLTING IMMEDIATELY REPAIR ANY DAMAGE THAT EX5TI DURING CONSTRUCTION. WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4'DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FDOT TYPE No. ..{J,..�� (�� 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR PENETRATIONS THROUGH 57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR ACCESS DRIVE AREA. INSPECTION TASKS PRIOR TO BOLTING QC QA BU :879602 THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING 9. IN ALL AREAS TO RECEIVE FILL REMOVE ALL VEGETATION,TOPSOIL DEBRIS,WET AND UNSATISFACTORY SOIL MATERIALS, MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P 1668 SW AUTUMNVALE LN STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. OBSTRUCTIONS.AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN I VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXSTING/PREPAREDSOIL SURFACE. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH BEAVERTON OR 97007 ADJACENT SURFACES. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE, ' SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED.PULVERIZE,MOISTURE-CONDITION AND/OR AERATE THE SOILS ANDO O 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WRH U.L.LISTED AND FRE CODE APPROVED MATERIALS. RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) .. 17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT-DEBRIS,AND RUBBISH.EQUIPMENT NOT SPECIFIED 11. IN AREAS WHICH EXISTING GRAVEL SURFACING 5 REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS,REPLACE EXISTING 101.2'MONOPOLE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN CLEAN CONDITION AND FREE COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. FROM PAINT SPOTS,DUST.OR SMUDGES OF ANY NATURE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE HAYING SURFACE ITEMS UNTIL COMPLETION OF CONSTRUCTION. O O 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY CONDITION&HOLE PREPARATION,IF SPECIFIED,MEET APPLICABLE REQUIREMENTS ` 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. THROUGHOUT AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE \\ FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL1 THROUGHOUT SHE. P 0 OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED • 19. ALL EXISTING INACTIVE SEWER.WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL - WORK SHALL BE REMOVED AND/OR CAPPED.PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS,AND OTHER FASTENER COMPONENTS 0 0 ISSUED FOR: INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE ENGINEER. AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. TABLE N 5.6-2; INSPECTION TASKS DURING BOLTING U 0B 1420 DAWN DFSFINAL CL 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. --_-_ 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED INSPECTION TASKS DURING BOLTING QC QA -__-_ 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES REPRESENT THE AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE.CONTRACTOR FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS TOPSOIL AND AND WASHERS IF R O 0 --_-nimv_ CONSTRUCTION. UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ( EQUIRED)AREPOSITIONEDASREQUIRED ADDITIONAL COST TO THE CONTRACT. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION 0 0 SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH 17. FOUNDATION DESIGN IS BASED UPON 1,500 PSF ALLOWABLE BEARING PRESSURE.INDEPENDENT SOILS TESTING BY A LICENSED THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. GEOTECHNICAL ENGINEER IS STRONGLY RECOMMENDED TO VERIFY SOIL BEARING CAPACITY,SLOPE STABILITY,AND ALL FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 0 \` OTHER APPLICABLE SOILS PARAMETERS. 23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES SHOWN IN THESE FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, O O ECTOR DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES UNDISTURBED,U.N.Q. INSTALLER NOTE: 11,.„OM °' .............. TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING VECTOR FROJECTR U2619.715.201 TOWER MODIFICATIONS ARE TO BE INSTALLED WITHIN ONE YEAR OF CONSTRUCTION START PER SECTION 6.0 OF SEI/ASCE 37, SITE WORK NOTES DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION,WITH A DURATION FACTOR OF 0.80 ON WIND SPEED. 91 FF S INSPECTION TASKS DURING BOLTING QC QA t�aE fs 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. V� ESN F,P p 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. STRUCTURAL STEEL NOTES DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P . 93906PE DigitaSigned 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WRH THE LATETEDITION OF THE ABC MANUAL OF STEEL CONSTRUCTION.STEEL REQUIRED STRUCTURAL OBSERVATION 'E PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: OREGON PROJECT. W-SHAPES:ASTM A992,50 KSI '&4"�`2(Y U le'4?4. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM ANGLES.BARS CHANNELS:ASTM A36,36 KSI STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE;STRUCTURE HEIGHT>75'PER IBC 1704.5.1 ,s L 1 D AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR HSS SECTIONS:ASTM 500,46 KSI 08212020 ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. PIPE SECTIONS:ASTM A53-E.35 KS 1112. .. .V(�r . CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION D 2, ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. yeqned by s RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. Wells Wes Holmes 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC.WHERE FILLET Holmes 0i1a 203o.oa21 CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION Of PLANS SHALL BE IMMEDIATELY REPORTED WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE 12.4 IN THE ABC'MANUAL OF STEEL CONSTRUCTION'. aexs:n-oe'00 TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE PAINTED SURFACES SHALL BE TOUCHED UP.ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP. DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE 1/16"DA.LARGER THAN BOLT,U.N.O. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED RE CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. 8. GRADING OF THE SITE WORK AREA 5 TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXSTING GRADES AT THE GRADING LIMITS. 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR -I EMBEDMENT DEPTH AND DIAMETER.LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN 9. ALL TEMPORARY EXCAVATIONSDNCEWr FOR THE T OCCUPATIONAL OF FOUNDATIONS,E UTILITIES,ETC.,SHALL BE PROPERLYOSHA) LAID BACK OR ELEVATED CONCRETE SLABS OR CONCRETE WALLS. - - - BRACED IN ACCORDANCE WRH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. W. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER ACC&MANUFACTURERS WRITTEN DENSITY. RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS(I.E. SIMPSON STRONG-BOLT 2 WEDGE ANCHORS PER ESR-3037).INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN PERMITTED. FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. SHEET NUMBER: REVISION: 12. CLLO FILL SHALL THROUGHOUT PACED UN ENTIRE DEPT THE HTS E EQUIPMS NT AVAI NOT E%GEED THAT WHICH CAN BE PROPERLY G- 1 .O O ` AOML SHAL "PLACEIN ITS ENTIRE DEPTH WITH THICKNESS TOULD NOT. NOTE: V THE PROJECT CM/PM TO VERIFY ANY REQUIRED• O PAINTING NT NNAS, NC FOR T MabilePROPOSED TOWER,ANTENNAS,ANCILLARY ■ ■ so EQUIPMENT.CABLES,AND HARDWARE PRIOR TO ORDERING/INSTALLING EQUIPMENT. r r CROW N /iiii iiiiiiiiiiiiiiiiii� CASTLE / SW SCHOLLS FERRY RD �- J / / (E) ACCESS DRIVEWAY ///////////////// ///ice \ .. lfli.11 CAPITAL DESIGN SERVICES j//////////////////////// •�\\� 21 O 1 4TH AVE E.SUITE 202 nil OLYMPIA,WA 9E1506 :, :: 280,15.67SO � r�1� WWW.CAPITALO ESIONSERVICES.COM / / ) A) / / / / //////////////////////////� T-MOBILE PROJECT LOCATION; '/////////////////////////// SEE A2.0 / / ////////////////////// ://///////,////////////, j//////////////////// 1l///////////////////// / / �� / / / / / / / / / S S , / / / / / / T-MOBILE SITE NUMBER: �, j / % / / / % P001733D iiii/iiiiiiiii/iii/iiii/i� I I�'' % i i % / BARROWS RD /////////////////////////4 / / / / / / / / / / o I,� / / / / / / / / / 1 �s. 1 / / / / `� / / / / / % / BU #: 879602 / / > U I III] >< •1/ / / / / / / / / / m � I �////z///////i/////////� //////////////////i//// /////////////////////// //////////////////////, 1668 SW AUTUMNVALE LN //////////////////////// % I 4 BEAVERTON,OR 97007 ///////////////////////// U / / Q i — — —0 EXISTING 101.2'MONOPOLE / / fY x x x x x x x x x x w x x x x x x x x x x / / (E) FENCE (1YP) / / Lii //////////////////////////// I— /////////////////////////// CC ISSUED FOR: / / W %////////////////////j /////////,/////////////� /////////////////////// ////////////////////// j////////////////i;'%//j REV DATE DAWN DESCRIPTION / / / / / z / / / / / 0 08-14-20 ® FINAL / CL / / / / / / ME MN / / ME Min / / / / / / / / / / / i i i i / ). -E,•C, TO1.11t/ R / / / / / / / / • / / ///////////////////// //.///////////////////// /////////////////////% /////////////////////// //////////////////// , .�, _...:°.�..., / / .VECTOR PROJECT#:U2B19.715.201>n ////////////////////////// �PEp PROFf.S (E)INGRESS/EGRESS �y 6NGl NfFH pro OFF SW FRIENDLY LW (E)BUILDING(T P) 93808PE f iN I DigitallyOREGON hYtC1-10 pP\ice ZS LINO ‘c30821,2021 SW FRIENDLY LN 1 EXPIRES:6/30/202I Wells °ps„ a by Holmes Oe1e 22020.082' aeas2e-osrod i SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR ' FROM ASSESSORS MAPS.CROWN CASTLE USA INC.HAS NOT COMPLETED A STE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION � DA : _ DEPICTED ON THIS SHEET. / O SITE PLAN IIx17 SCALP I"=401-0- o _° ao' 80' 0!- EET REO O a ftil i. NOTE: THE PROJECT CM/PM TO VERIFY ANY REQUIREDOE PAINTING NT NNAS. C FOR T Mobile • PROPOSED TOWER,ANTENNAS,ANCILLARY ■ ■ ■ EQUIPMENT,CABLES,AND HARDWARE PRIOR me TO ORDERING I INSTALLING EQUIPMENT. J CROWN .1^3'� 8_J.. b'0" 567'9" 9'-7'" 37' a' ` a,:: CASTLE k'llav Al T-MOBILE PROJECT LOCATION; SEE SHEET A-2.2 \ ;p ■.0 _ CAPITAL DESIGN SERVICES I" -91 .:.'A�� , 2101 4TH AVE E,SUITE 202 y `III OLYMPIA,WA 9E1506 X X X X X——_..'_— -- X X 2„ L �l 360.91 5.6750 WWW.CAPITALOESIONSERV ICES.COM Id • I x l'i +f 1 x T-MOBILE SITE NUMBER: P001733D : x b. _ k _J + + + RI) R } 1 +. + +I + + + + + +1. 1668 SW AUTUMNVALE LN x ,-1 +\ / I x Z BEAVERTON,OR 97007 I I o / L J o' EXISTING 101.2'MONOPOLE V. x \ JT-MOBILE PROJECT LOCATION; SEE SHEET A-2.I x ISSUED FOR: X gm DATE DAWN DESCRTiTIION DES./QA 0 08-14-20 © FINAL CL x Ell__ (E)OTHER CARRIER - _- CONCRETE EQUIPMENT PAD19 -__X NIIIIIIMIIIIIIIIMMIIIIIIIIV (E)UIILBY FRAME(TYP) x *WTOR (E)6'CHAIN LINK FENCE W/BARBED x .a VECTOR PROJECT#:U2619716.201 WIRE;AROUND PERIMETER �,Rf01 PROF€ -) - - X X I X XI X X �5�6NGINE43„o„i 93606PE . Digitally Signed OREGON I *. 4t.p pe 4�� S t;NO NO erzvm20 I MIRES:6/30/2021 Wells I59i 91a -by by Walmos Holmes Dale4 B6 J6J L'l,ir J JL 13'-10" 17 3' ''B' ACCESS GATE SITE PLAN DISCLAIMER: , r 37-9' COMPOUND .r PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS.CROWN CASTLE USA INC.HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. / 'A Y OENLARGED SITE PLAN �� 11917 SCALE:1/EK.F-0" D' 4' B' 16' �,/` SHEET/N'�li NUMBER: REViSION: 1 22x34 SCALE:t/f'.t'-0" � MI 111.1.111111 '�, � / .O O sk.... _,,N,_ G ....) --v--- T-MOBILE EQUIPMENT SCHEDULE (AT GROUND) �� REMOVE(E)/(E)TO REMAIN/ADD(N) DIMENSIONS WEIGHT T �`tlrobi•l QTY TECHNOLOGY MFR MODEL (L x W x D)OR LF {LBS) ■ ■ ■` (E)TO BE REMOVED 1 ROUTER NOKIA 7705-SAR-A 1.73'5(17.4'k9.5" I TBD ) (E)TO REMAIN 2 SUBRACK* NOKIA AMIA 5.2"x 17.6"x 15.7" ±50.0 \ J (E)TO REMAIN 1 BASEBAND* NOKIA ABIL TBD TBD (E)TO REMAIN 3 BASEBAND* NOKIA ABIA 1.1"x8.6"x 14.2' 4.4 (E)TO REMAIN 1 BASEBAND* NOKIA ASIA 5.0'x 17.6"x 15.7" 51.8 (E)TO REMAIN 1 BASEBAND* NOKIA ASIK TBD TBD CROWN (E)TO REMAIN 1 BASEBAND` NOKIA ESMB TBD TBD CASTLE (E)TO REMAIN 1 BASEBAND" NOKIA FSMF TBD TBD (E)TO REMAIN 1 J-BOX W/OVP NOKIA FE-16148-OVP-B1 16.0'X 14.0'X 8.0" 15.2 ` (N)TO BE ADDED 3 BASEBAND* NOKIA ABIL TBD TBD \ (N)TO BE ADDED 3 BASEBAND* NOKIA ABIC 17.6"x 15.7'x 5,0' TBD (N)TO BE ADDED 1 BASEBAND* NOKIA ASIK TBD TBD 'j CAPITAL DESIGN SERVICES (N)TO BE ADDED 1 BASEBAND* NOKIA ASIB 5.0'x 17.6"x 15.T' 51.8 • .'."1�a�� ❑LYMPIA,WA 9E506 2101 4TH AVE E,SUITE 202 (N)TO BE ADDED 1 BOOSTER ERICSSON PSU 4813 1.7'x 19.0"x 14.3" 17.2 a�■IL�� 360.91 5.6750 •`` '•�(N)TO BE ADDED 3 AMPLIFIER ERICSSON TBD TBD TBD WWW.CAPITALDE81pN9ERVICES.COM (N)TO BE ADDED 2 J-BOX W/OVP NOKIA FE-16148-OVP-B1 16.0'X 14.0'X 8.0' 15.2 ALL NEW EQUIPMENT TO TIE INTO EXISTING GROUND PER MANUFACTURERS RECOMMENDATIONS J * ALL EXISTING AND/OR NEW BASEBAND SUBRACKS&MODULES TO BE LOCATED INSIDE(E)OR(N)CABINET OR RACK SYSTEM. I ` T-MOBILE SITE NUMBER: P001733D BARROWS RD (N)T-MOBILE EQUIPMENT TO BE ADDED IN CABINET •(3)ABIL BU#: 879602 •(3)ABIC •(I)ASIK •(I)ASIB (E)T-MOBILE HCS 2.0 J-BOX. •(I)BOOSTER 1668 SW AUTUMNVALE LN TYP OF(1),TO REMAIN I (E)T-MOBILE HCS 2.0 J-BOX, •(3)AMPLIFIERS TYP OF(I),TO REMAIN •(1)CSR IXRe BEAVERTON,OR 97007 + cs-- -- (El T-MOBILE EQUIPMENT TO --1. L7 (E)T-MOBILE EQUIPMENT TO -'' . "R REMAIN IN CABINET (N)T-MOBILE HCS 2.0 J-BOX, + �) REMAIN IN CABINET + ••(2)AMIA TYP OF(II,TO BE ADDED '(2l AMIA - •(31ANA + EXISTING 101.2'MONOPOLE • •(1)ABIL • '(3)ABTA + •(I)ESMB -°.1 i '(1)ABIL (E)T-MOBILE ICE BRIDGE + .• •(1)FSMF '(I)ESMB ASIK (TIP) *® • ®P • •(1)ASIK (R)T-MOBILE ICE BRIDGE ••(I)FSMF / _i. i • .� 1 •(1)ASIA (IPl �m ®? •(I�AIA J + ISSUED FOR: LE (E)T-MOBILE DELTA HPt3 T + ,:3 EQUIPMENT CABINET TO REMAIN (E)T-MOBILE DELTA HPL3 ItEV DATE DRWN DESCRIPTIONDES.;Q. .� r;ci + s%-� EQUIPMENT CABINET TO REMAIN 0 08-14-20 NEE FINAL FINAL CL 1 I. 111111 MINI (El i-MOBILE HCS 2.0 FIBER CABLE + (E)T-MOBILE DELTA LB3 BATTERY (E)T-MOBILE HCS 2.0 FIBER CABLE + (E)T-MOBILE DELTA LB3 BATTERY --_-_ 4125 LF),TYP OF(1),TO REMAIN + CABINET TO REMAIN CABINET TO REMAIN (2125 LF),TYP OF(1),TO REMAIN + --_-_ (El T-MOBILE EQUIPMENT TO BE REMOVED IN CABINET (N)T-MOBILE HCS 2.0 FIBER _ (El i-MOBILE EQUIPMENT TO BE REMOVED IN CABINET '(I)CSR 7705 SAR-A CABLE(D125 LF),TYP OF(IE,TO + ' REMOVED INC05 BIN R-A + a< + + + BE FOLLOW(E7 CABLE ROUTE + ; + + + I *ECTOR + -- + + + + i -1- + + 4 ., VECTOR PROJECT B U2619 715.201 + + EREO ''ROFFS (E)T-MOBILE 159 SQ ET + yti�NGINfFA sa -�- CONCRETE EQUIPMENT PAD +. CONCRETEEEQUIPMENT PAD z' 93806PE r -� 8 /// Digitally Signed + + I + �- m+ OREGON + Td + i '`< `�tr IP`��' •T *•+ 1 + +tl -)- /S iND N08 1/2020 t �+ ..,�.�, I EXAM 6/00/am1 1 Wells Well HOMese 5Y Holmes o6T66.20042-06'00'00821 06 4 ti J 4. O EXISTING EQUIPMENT LAYOUT PLAN 41 CD FINAL EQUIPMENT LAYOUT PLAN ' SHEET NUMBER: C EVISION: I Ix17SCAlE:1/4".P-0" 0 7 4' B' ', 11x17 SCALE:MS '. ` 224345CALE:1/7•I'-0" ''� 22.34 SCALE:NTS ,• - _A 2. 1 0 f T-MOBILE ANTENNA SCHEDULE - FINAL CONFIGURATION T-MOBILE EQUIPMENT SCHEDULE (TOWER/POLE) i SECTOR EXIST/NEW QTY POSITION TIP HT AZIMUTH MFR MODEL PORT DIMENSIONS WEIGHT REMOVE/RELOCATE/ DIMENSIONS •WEIGHT • (L x W x D) (LBS) REMAIN/ADD QTY TECHNOLOGY MFR MODEL (L x W x D) (LBS) Mobile M° EXIST 1 Al 90.0' 60° COMMSCOPE FFHH-65C-R3 OCT 95.9"x 25.2"x 9.3" 142.2 (E)TO BE REMOVED 3 ANTENNA ANDREW TMBXX-6516-A2M 59.5"x 12.0"x 6.5" (34.6 I ALPHA EXIST 1 A2 88.5' 60° ANDREW TMBXX-6516-A2M QUAD 59.5"x 12.0"x 6.5" 34.6 (E)TO BE REMOVED 3 RRU NOKIA AHFIB 22.0"x 12.1"x 5.9" 166.1 I ` NEW 1 A3 87.5' 60° NOKIA AEHC -- 35.43"x 22.83"x 8.26" 99:20 (E)TO BE REMOVED 1 RRU NOKIA FXFB 19.3"x 22.0'x 5.2" 155.0 1 EXIST 1 B1 90.0' 150° COMMSCOPE FFHH-65C-R3 OCT 95.9"x 25.2"x 9.3" 142.2 (E)TO BE RELOCATED 3 ANTENNA COMMSCOPE FFHH-65C-R3 95.9"x 25.2"x 9.3" 142.2 C BETA EXIST 1 B2 88.5' 150° ANDREW TMBXX-6516-A2M QUAD 59.5"x 12.0"x 6.5" 34.6 (E)TO BE RELOCATED 3 RRU NOKIA AHFIB 22.0'x 12.1"x 5.9" 66.1 NEW 1 B3 87.5' 150° NOKIA AEHC -- 35.43"x 22.83"x 8.26" 99:20 C ROW N (E)TO REMAIN 3 ANTENNA ANDREW TMBXX-6516-A2M 59.5"x 12.0"x 6.5" 34.6 CASTLE EXIST 1 Cl 90.0' 270° COMMSCOPE FFHH-65C-R3 OCT 95.9"x 25.2"x 9.3" 142.2 (E)TO REMAIN 1 HCS2.0 FIBER/PENDANT -- -- - ±1.71/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 87.5' 270° NOKIA AEHC -- 35.43"x 22.83"x 8.26" 99:20 (N)TO BE ADDED 3 ANTENNA NOKIA AEHC 35.43"x 22.83"x 8.26" 99.20 (N)TO BE ADDED 3 RRU NOKIA AHFIG 27.6"x 13.4"x 5.6" 79.4 (N)TO BE ADDED 1 HCS2.0 FIBER/PENDANT -- -- - ±1.71/LF 1 CAPITAL DESIGN SERVICES a. '.a �• 2101 4H AVE E.SUITE 202 �� T �� ❑LYMPIA,WA 90006 66. U11 360.9 1 5.6'l5D WWW.CAPITALD ESISN S ERV ICES.UOM I NOTES: IL \ 1. TOWER/POLE STRUCTURAL AND EQUIPMENT CABINET PAD 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 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TOWER RIGGING PLANS THAT ARE SUBJECT TO OWNER APPROVAL. MOUNTING 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. T-MOBILE SITE NUMBER: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 REPRESENTATIVE PRIOR TO ORDERING AND COMMENCING EQUIPMENT INSTALLATION. WHERE APPLICABLE. P001733D 6. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE SUITABILITY OF ANTENNA MOUNT AT SPECIFIED TOWER/POLE ELEVATION PRIOR TO 11. ALL INSTALLED CABLES TO BE COLOR CODED W/TAPE TO INDICATE ANTENNA SECTOR BASED ON CURRENT CARRIER STANDARDS. BARROWS RD 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 WEATHERPROOFING KIT). BU #: 879602 O AN I'ENNA AND CABT.F SCHEDULE 1668 SW AUTUMNVALE LN BEAVERTON,OR 97007 ""\c- EXISTING 101.2'MONOPOLE NOTE:THE ` THE PROJECT CM/PM TO VERIFY ANY ` J (E)r-MOBILE ANTENNA MOUNTED REQUIRED PAINTING REQUIREMENTS FOR (E)T-MOBILE ANTENNA MOUNTED TO(E)T-ARM SECTOR MOUNT,TYP TO(E)T-ARM SECTOR MOUNT,TYP PROPOSED TOWER,ANTENNAS,ANCILLARY ISSUED FOR: OF(1)PER SECTOR TOTAL OF(3), X1P OF(II PER SECTOR,TOTAL OF(3), P EQUIPMENT,CABLES,AND HARDWARE PRIOR TO BE REMOVED OAP RELOCATED TO(N)POSITION Rp.�� TO ORDERING/INSTALLING EQUIPMENT. MI DATE DAWN DESCRIPTION alla S C;C 10 LY�P NPS� 0 08-14-20 ® FINAL WM /� CA 0 P. kCf E P�Q,b l0 -_--= \v o,'" P �i �„� � �� (E)GAMMA SECTOR ANTENNA �� aP - -_ TMB%X-6516-A2M `O�P� / (EI GAMMA TMBXXX-6516-A2M 11T fr I lOKPNIMIMMINOW (E)T-MOBILE ANTENNA MOUNTED TO AZIMUTH:270° / SEC FI, (E)T-MOBILE ANTENNA MOUNTED TO\ AZIMUTH:270° \ S��, PER SECTOR,TOTALOR OF MOUNT,3)TO REMAIN �/ \ PxYNb Nbd (E)T-ARM SECTOR MOUNT,TYP OF(1) \ PVeNb\ P E b PER SECTOR,TOTAL OF(3),TO REMAIN FP \ (E)GAMMA SECTOR ANTENNA P �\� )10en•ineeECTO15 TMBXX-6516-A2M p�� / (E)GAMMA SECTOR ANTENNA �P ° � ry ` TMBXX-6516-A2M • 0.� "W'•`^'��"'""' AZIMUTH:270° / \ ��O AZIMUTH:270° AO ^�� °•° - � � PQNPS b. `QNPS� � VECTOR PROJECT#:U2679.715.207�• \1� `�� It PRO(E)GAMMA SECTOR ANTENNA � (El GAMMA SECTOR ANTENNA � S V F,NO FFHH-65C-R3 FFHH-65C-R3 w' AZIMUTH:27C° / \ (E)T-MOBILE ANTENNA MOUNTED AZIMUTH:270° • �� 93806PE TO(E)T-ARM SECTOR MOUNT,TYP Digitally OF(1)PER SECTOR,TOTAL OF(3), ` (E)T-MOBILE HCS 2.0 FIBER OREGON TO BE REMOVED PENDANT,TYP OF(1),TO REMAIN 4re,ky m ��4h (N)T-MOBILE HCS 2.0 FIBER PENDANT, 7S I I NI Y'0 (E)T-MOBILE AHLOA,TYP OF(1) �4- (E)T-MOBILE HCS 2.0 FIBER (N)T-MOBILE AHFIG,TYP OF(I)PER I1, TYP OF(1),70 BE ADDED OB2v2I20 PER SECTOR.TOTAL OF(3),TO BE ��"'�� PENDANT,TYP OF(I),TO REMAIN SECTOR,TOTAL OF(3),TO BE ADDED I WIRES:6/30/2127 RELOCATED TO(N)POSITION Z . ) � f \vim ' aylalry awned by Wells ASS„o/es (E)T-MOBILE FXFB,(1)TO REMAIN, (E)T-MOBILE FXFB,TYP OF oa1e.zozo.oe.z (1)TO BE REMOVED,TOTAL OF(2) F �� (1),TO REMAIN i Holmes IS:aEza-SETS yr yr RFl y B� (E)T-MOBILE ANTENNA MOUNTED A� B� N)T-MOBILE ANTENNA MOUNTED TO(E)T-ARM SECTOR MOUNT.TYP �G '+ �'G 9,f �G + .� 5 y 3` T TO(E)T-ARM SECTOR MOUNT,TYP OF(1)PER SECTOR,TOTAL OF(3), Gam, ,�+ G. ,r G ,r 3 �' �� ` `CSC, TO BE RELOCATED TO y y R` 3, F OF(I)PER SECTOR,TOTAL OF(3), (E)T-MOBILE AHFIG,TYP OF(1)PER s0 O (N)POSITION (E)T-MOBILE AHLOA,TYP OF(I)PER � TO BE ADDED SECTOR,TOTAL OF(3),TO BE REMOVED `rq, `Fj, OA `74 P SECTOR,TOTAL OF(3),RELOCATED `7,, O'P `S QA `2i O'p 2 92-, �2� TO(N)POSITION T2, 7-y�� 92� 22 `Yi2 22 S - 22 ? T `Y T T T N N � O EXISTING ANTENNA LAYOUT fA O NEW ANTENNA LAYOUT1 ...., xv SCALE:NTs un x sSCALE:Nrs SHEETNUMBER: EVISIOn22x34 SCALE:NTS 22834 SCALE:NTS fa. A-2.2 ( 0 ) NOTE: Y ` THE PROJECT CM/PM TO VERIFY ANY / REQUIREDOE PAINTING NT NNAS, NC FOR m � 1•� PROPOSED TOWER,ANTENNAS,ANCILLARY ■ !I � >� 's° EQUIPMENT,CABLES,AND HARDWARE PRIOR TO ORDERING/INSTALLING EQUIPMENT. :irAST C(E)LIGHTNING ROD TIP HEIGHT C 106.0'AGL' (E)LIGHTNING ROD TIP HEIGHT h 106.0'AGL' 4 11 (E)TOP OF MONOPOLE II (E)TOP OF MONOPOLE h \ �II-I��I_III_-_I \ 101.2'AGL' �I-I1�II I-I 101.2'AGL' V »' I I i (E)ANTENNA RAD CENTER(OTHER CARRIER) A. l'—_I_ a _I \ (E)ANTENNA RAD CENTER(OTHER CARRIER) 4 CAPITAL DESIGN SERVICES 101.2'AGL' ` �� 101.2'AGL`N '' am �� 2101 aTN AVE E.SUITE zoe n�■. (E)T-MOBILE ANTENNA TIP HEIGHT `""` OLYMPIA.WA 9e506 NV / \- .�� 90.0'AGL' 360.915.6750 ..�"�� WWW CAPITALOESIONSERVICES.C^_M Lj \ (E)T-MOBILE ANTENNA TIP HEIGHT (EI T-MOBILE ANTENNA TSEAGL' i I 0-1_ 90.0'AGL' I �' \ (E)T-MOBILE ANTENNA TIP HEIGHT I \ (N)T-MOBILE ANTENNA TIP HEIGHT ` \ 88.5'AGL' 87.5'AGL' \ (E)T-MOBILE ANTENNA RAD CENTER \�N&E)T-MOBILE ANTENNA RAD CENTER 86.0'AGL' 86.0'AGL' (El T-MOBILE ANTENNA MOUNTEDT� SITE NUMBER: TM E (E)T-MOBILE ANTENNA MOUNTED T-MOBILE SI l L+ 1 V lJ MBLi R: TO(E)T-ARM SECTOR MOUNT,TYP TO(E)T-ARM SECTOR MOUNT,TYP OF II)PER SECTOR,TOTAL OF(3), OF(1)PER SECTOR,TOTAL OF(3), P001733D TO BE REMOVED RELOCATED TO(N)POSITION (E)T-MOBILE ANTENNA MOUNTED TO y BARROWS RD (El T-ARM SECTOR MOUNT,TYP OF III i (EE)l T-ARM SECTOR MOUNT,TYP OF(1) LE AMENNA MOUNTED TO -- PER SECTOR,TOTAL OF(3),TO REMAIN ARM PER SECTOR,TOTAL OF(3),TO REMAIN BU #: 879602 !i €, (E)T-MOBILE ANTENNA MOUNTED TO (E)1-ARM SECTOR MOUNT.TYP OF(1 J (NI I-MOBILE ANTENNA MOUNTED TO(E) T-ARM SECTOR MOUNT,TYP OF(1)PER `` T T T 1 PER SECTOR,TOTAL OF(3),TO BE SECTOR,TOTAL OF(3),TO BE ADDED 1668 SW AUTIJMNVALE LN RELOCATED TO(N)POSITION BEAVERTON,OR 97007 i U iiEXISTING 101.2'MONOPOLE i? ISSUED FOR: i-MOBIIE EQUIPMENT 11 1 / \ DATE DAWN DESCRIPTION gmcs ANTENNA CC 86.0' (N)T-MOBILE HCS 2.0 FIBER CABLE T-MOBILE EQUIPMENT 0 08-14-20 © FINALMI MOUNT CL:86.0' (2125 LF),TYP OF(1),TO BE ADDED ANTENNA C:86.0' 86.0' (E)T-MOBILE HCS 2A FIBER CABLE i ` I 11 `MOUNT C / -__—_ 1- BI TYP S D TO REMAIN (E)T-MOBILE HCS 2.0 FIBER CABLE i -__—_ I (2125 LE),TYP OF(1),TO REMAIN �_—_ • Emiiimmmiw (E)101.7 MONOPOLE:CAPACITY OFI I 1 MONOPOLE&ITS FOUNDATION TO I (E)101.7 MONOPOLE CAPACITY OF li /ECTOR MONOPOLE&ITS FOUNDATION TO I eSUPPORT PROPOSED LOADING TO BE C SUPPORT PROPOSED LOADING TO BE ..,,..MM....R,m .om Leu..e VERIFIED BY OTHERS I VERIFIED BY OTHERS ""'�'"'""O1O ""..".."... VECTOR PROJECT#:U2619.715.201 E.1 °ROF`FS 1111 ,c�f,NO tNE/ Sa �� 93806PE � Digitally Signed OREGON II V S I ES NO oerzvzozo (E)BOTTOM OF MONOPOLE Abk, II (E)BOTTOM OF MONOPOLE Mb ) WIRES:6/30/2021 \ 0.0' \ 0.0' Wells a9y 90"�" (E)GRADE (E)GRADE Wens Hamel Holmes or 20200621 -0.5' -0.5 oe a6 51oeoa 1 \ EXISTING EI,FVATION CD NEW ELEVATION 10• B' 16' 37 a 8' II' 32' SHEET NUMBER: REVISION: 11x17 SCALE:1/16".1'-0" a 11x17SCALE:1/16".l'-0" - — -.-1 CA "/��11)...1111111 22x34 SCALE:1/8'a 1'-0' 22x315CALE:1/B'.I-U' �/ "O O L J MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: NOKIA -"V-C MODEL: ASIB MODEL: 'ABIA MODEL: ARIL WEIGHT: 8.6'x 1 ,- ,....„._.....„,:,,____, WEIGHT: 4.6 x 1S WEIGHT: 8.6LBS TMobile DIMENSIONS: 8.6"x 14.2'x 1.T DIMENSIONS: 8.6"x 14.2"x 1.1" DIMENSIONS: 8.6"x t4.2"x 1.1" _ I � �� /,.., ,,,, z ________ \.. , , _____,/- (.,, __ A ,--,z_______ ___e.„,. , _____ _ , i,,,,L, ___...... - --\ - .- , -_,..",,,, / ------ , ----,?,,.---:.-.4 (- CROWN 1_J ./. _ , CASTLE GROUNDING EIF3 EIFS J-L-•- .-.-r l -L�--_ \o-^ "_...C7.....'4?... „SCUT SRIOI Q EAC 1 1 4_ O RF1 RF2 RF3 RF4 RF5 RF6 SFP28 O___.0; T 0� ^CAPITAL DESIGN SERVICES S-RF1 S-RF2 11 WWW.CAPITA 99506 gDES,DN9ERV _ SUITE 2D2 I r •� OLYMPI A.WA750 JlJLMP O --"-- --- O®.-__ - _� -T— ® "II"' IDES.DOm � Lj • � • 1 EIF1r. J F �S_RF2 QSFP28 / ` A � CA r� EA 0T MOBILE SITE NUMBER 5° �Ar2rALArA —T - ® � _,_I ® © Lam P001733D 511 r-A LA LA u L� L ,4. m r T_:. r r�l L� ..%u rT-7 ® �L° �� r�l r� c� r� i. —� BARROWS RD (° ) .- • PJ 4 I e '� f��©® - `-" � r in I 1 -';� • t-- cP, [.__ `, �4 I.'•1 � ._ --= BU#:879G02 PROPOSED ASIB LOCATED PROPOSED ARIL LOCATED- WITHIN AMIA RACK WITHIN AMIA RACK WITHIN PROPOSAMIA RACED ASIA �ATED 1668 SW AUTUMNVALE LN BEAVERTON,OR 97007 ØSKU# 34104-ASIB DETAIL O SKU#33388-ABIA DETAIL 0 SKU#33617 -ABIL DETAIL EXISTING x17 SCALE:MS I 1 x17 SCALE:NTS 11 x 17 SCALE:NTS EXISTING 101.2'MONOPOLE 22x34 SCALE HIS 223,34 SCALE:NTT 22x34 SCALE:MS 1\ <> MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: ABIC MODEL: ASIK WEIGHT: 5.8 LBS WEIGHT: 6.6 LBS %' ISSUED FOR: DIMENSIONS: 8.6"x 14.2"x 1.T DIMENSIONS: 8.6"x 14.2'x 1.7' REV DATE DAWN DESCRIPTION DESJQ / j 0 08-t4-20 © � FINAL CI jam �__Nic -,1 cj- ,f,,,, "iir„,../ / . //,,/// / , , 4<>'- '/"( VI INIIII MD 1 NIIIIIIIMIIIIIMMEMMINIIIIr .��.. P,, *ECTOR VECTOR PROJECT*.U2819.715.201 1.1 O NOTE: rO ' � i`1 _ O SPECIFICATION SHEETS WERE ,cPfoes 56N Pores sRF2-1 RF4 RF6 RF 0 ' � 11 _ O UNAVAILABLE FOR THE a _ __ I I n: L FOLLOWING PROPOSED 938,Signed --; I COMPONENTS AT THE TIME OF Digitally N T �— --- ----- OREGON LMP DRAWING ISSUANCE,AND f 793 P THEREFORE ARE NOT INCLUDED: 4 S A,' N �*'' 1 , °__ 1 FAN STATUS SEI EIF1 EIF2 'SFC4 FIBERSPLITTER ( L II`D erzvzozo AMPLIFIER I EXPIRES:6/30/2021 I Wells Dth'Welk Holmes RFl RF3 i RFS RF7 RF9 - _ _ _ _ _ - Dele zozo oe zI �/. Holmes 184114-SEW' LA !sJ CA LA --CA © © Ea Ez°® �r--Cl1 © LA CA LJ C LA CA CA LA [Ace I 3°: ICJ E LA T2J -- T 0 1 dv�// 'D~ © r.� c r.� r.�rt LI I �,� ° L—7 0 � —_-_ PROPOSED ASK LOCATED WITHIN AMIA RACK OSKU# C�34103 -ABIC DETAIL SKU#33615-ASIK DETAIL NOT USED SHEET NUMBER: REVISION: 11x17SCALE MS 11x17SCALE.MT A 4.22x345CALE:NTS w .22x34 SCALE.NTS /� MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: _NOKIA c ".SNN MODEL: AMIA MODEL: FSMF MODEL: IXR-e WEIGHT: 11.2 LBS(UNIT ONLY) WEIGHT: 25.3 LBS y WEIGHT: TBD o ��//''��■■ �r//+�'� DIMENSIONS: 5.1"x 15.7'x 17.6" DIMENSIONS: 5.2"x 17.6"x 16.5" DIMENSIONS: 17.25"x 10.0'x 1.75" M\./��V a , \.... .....i NOTE: I FSMF SHALL BE PLACED 11 WITHIN RADIO CABINET PER NI T-MOBILE REQUIREMENTS ' '46oP (^ CROWN SaL ,/ CASTLE I1T !T11huh11I4 I• t iC= 1 iI II I I II1 1 ( I I m.. CAPITAL DESIGN SERVICES ,'! C1l1 ( f 'I 1 D'L-----llill .....r, WWW.CAP ITALDES 13NSERVICES.CO NI OPTIONAL POWER DISTRIBUTION OPTIONAL CAPACITY OPTIONAL TRANSPORT SUB-MODULE EXTENSION SUB-MODULE SUB-MODULE Eng I p IIII 0`',ll Onl• 0 001101-_ _e """ „,. T-MOBILE SITE NUMBER: ®'®Imo _ HI §§ Li • ,MIIIII or. P001733D BARROWS RI) DC OUTPUT SYNC OUT BB EX 1-2 DC INTPUT SYNC IN BU #: 879602 LMP SRIO EAC EIF2/RF/EXT6 RF/EXT1-3 EIF1 1668 SW AUTUMNVALE LN BEAVERTON,OR 97007 ®SKU# 33389 -AMIA DETAIL O SKU#32246-FSMF DETAIL O SKU#T.B.D. -IXRe DETAIL 1 lx1 7 SCALE:NTS I lx17SCALE:NTS 11x17 SCALE:NTS EXISTING 101.2'MONOPOLE >'' 22x34 SCALE NTS /� 22x34 SCALE:N75 / � 2D�34 SCALE:NTS `\/\ 1\//Y\\' Y MANUFACTURER.: COMMSCOPE MODEL: FE-16148-OVP-B12 VOLTAGE BOOSTER WEIGHT: 15.21 LBS ISSUED FOR: DIMENSIONS: 14.0"x 16.0'x 8.0' CI EI MODEL#: MOUNTING KIT: PROVIDED DATE DRWN DESCRIPTION 0 CS 14-20 © FINAL iif�T CL PSU 4813 -__—_ M__—_ DIMENSIONS: -__—_ Niiiiiiiiiiiiiiiiiiiiiimmiiiiiiimw HEIGHT: 1.7' _ D WIDTH: 14.3 DEPTH: 17.2" *4.0oriattio,E0070,,,OT WEIGHT: 17.2 LBS _ MANUFACTURER: _ 04610 _VECTOR PROJE61 ERICSSON NOTES: y �NUI NEt-Rs'e MOUNT PER MANUFACTURER - ) 4- 93806PE , RECOMMENDATIONS. a9 O RE GON ON [.___I �� tS t;N0 N 5521n020 WIRES:O/]0/= Wells Digitaltysigned by Webs HONnes Date.2020.08.21 1 ] Holmes OB 4T:28-06T10' ,. g O o 0 z` ' �:....11 ,; 4. o Qo OO 000oo � 0/ QVOLTAGE BOOSTER SPECIFICATIONS CD HI-CAPJUNCTION BOX DETAIL O NOT USED SHEET NUMBER: > v■■■/Ts��■■ro v: x175CALE NTS x17 SCALE NTS A 4. 1 �+ ` 22x34SCALE:NTS /V 22x34 SCALE viS J \ lA V v vc 11 ANTENNA T * .Mobile Ia MODEL#: AEHC `` J DIMENSIONS: \ LENGTH: 35.4" WIDTH: 8.3" C[S/'1�AIA1 DEPTH: 9.. CA CASTLE E WEIGHT: 99.2 LBS / n=— / MANUFACTURER: I� / NOKIA �� 0 ....\ NOTES: L CAPITAL DESIGN SERVICES MOUNT ANTENNA PER MANUFACTURER (� '•�� 21 C 1 4TH AV E E,3DE 2C2 wile RECOMMENDATIONS. �(,. ; ��r� WWW.CAPITALCESISNSEFLVICES.COM II I .—..../...\ II m T-MOBILESITENUMBER1IP0:360.913.67SEI 733Dt` IBARWS RD \�` BU 879602 1668 SW AUTUMNVALE LN O NOT USED O AN 1'ENNA SPECIFICATIONS CD1 NOT USED BEAVERTON,OR 97007 11x17SCALE:NTS EXISTING 101.2'MONOPOLE 22,34 SCALE:NTS /\ �/\/V\/� MANUFACTURER: ALLIANCE CORPORATION \ I MODEL: ACFB05-HICAP-FULLASY-CRS AHFIG WEIGHT: 8.76 LBS ISSUED FOR DIMENSIONS: DIMENSIONS: 9.3"x 14.86"x 5.79" cm MOUNTING KIT: PROVIDED rinse DAWN DESCRIPTION N o OB-tM2o NEE FINAL FINAL CL HEIGHT: 27.6" a ` M M. 111111 WIDTH: 13.4" III—_—EMI DEPTH: 5.6" �='s +� WEIGHT: 79.4 LBS (" i ' --_—MI 9.3" _ 5.79" MANUFACTURER: - $ „,y�_ ' NOKIA ' (1 z)-#6 Awc CLASS c )01ECTOR ` 1I(I I 11�I1 IIrl1 4-12 FOC LOOSE NOTES: -` ^•. MOUNTING TO () �rxrr .,.roe �r.oN ^;-w TUBE SINGLE MODE >a;,,, --v PIPE MOUNT ..ar � N VECTOR PROJECT#.112619 775 201"• MOUNT RRU PER MANUFACTURER _' z : 4114 �(I.11 ® `, NON-HYGROSCOPIC ,,,- C I N[es '-� r HLLERS(AS NEEDED). �� F,N fq pZ u1i1 11111 I1114 �� Ty � ° `.. - Aw 6 ` RIPCORD OREGON I FIBER ,y,, , - �Ttt �. �� :::::ET ii , /��ICOP ]. COPPER SHIELD Wells Do`'"Y so'"oy WOOS Hoi,aS BD MILS(2.03 MAN Holmes D2 2e02a0621 os:arsoaroo OF (PVC)JACKET 1 SHEET NUMBER: REVISION: OAHFIG SPECIFICATIONS O HCS 2.0 PENDANT DETAIL 11217 SCALE:NTS O HCS 2.0 HI-CAP TRUNK DETAIL 1 Ix17 SCALE:NIS 11x17 SCALE:NIS A-5.0 ` ; 22x34 SCALE: NTS 22x34 SCALE:NTS ^ 22,64 SCALE:NTS / VNOTES: j `� 1. PROPOSED RRUS TO BE MOUNTED VERTICALLY ONLY �� -(N)T-MOBILE ANTENNA,TYP 2. MOUNTING PIPE NOT SHOWN FOR CLARITY IlYlobile.� /�� ....` (N)ANTENNA MOUNTING HARDWARE PROVIDED BY -- _ \ .../ /� ANTENNA MFR,INSTALL PER MFR RECOMMENDATIONS 1/1"0 GALV BOLT ` (TYP OF 8 PER COVP \//' Is* `,II� MOUNTING BRACKET) N''� Rt FPKA MOUNTING (,1• �r4) 6�" BRACKET '`B* `` � BY . C ROTW N I PIPE �%-'.----i•." coilo ,,, CASTLE LE 41110. PROPOSED �—_\\ BOLT ` ., THICK)TANDARD(2.375'MOUNTING PIPE(OUNO)0.15/" RRUS jai �'' `Ij�\\\ RESTRAINER ! CONTRACTOR TO REPLACE W/ - `�� \\`LONGERPIPEASNEEDEDTO 1 N t'l s `e .. CAPITAL DESIGN SERVICES ACCOMMODATE NEW ANTENNAS 1 '�� , m ! i�� •" �� 21 01 4TH AVE E,SUITE E02 - o - 11 ❑LYMPIA,WA 913506 0 •'��•._Ail I `�J •:�� 360.915.6750 \ I " ��, WWW.CAPITALDE3ION9ERVICE9.CM �� 3/B"0 GALV U-BOLT \® BOLT BOLT M10x120 / DOWN TILT BRACKETS(TIP) t `• ,\�1� MINI 1 DSmrn THREAD J 0. 1/1"0 GALV BOLT ®� / A �� (TYP OF 4 PER COVP) m %`11 TOP ®®J Iq' RIGHT SIDE (N)SITEPROI CROSSOVER \' L� PLATE K0 AS NEEDED; �J `\\ T-MOBILE SITE NUMBER: � , CONTRACTOR TO VERIFY PIPE `�PROPOSED FPKA P001733D C,�I' DIAMETERS w 4- MOUNTING BRACKET BARROWS RD PROPOSED RRUS T T p 8"!f IP (E)MOUNT ASSEMBLY B V #: 9602 1668 SW AUTUMNVALE LN BEAVERTON,OR 97007 0 ANTENNA TO PIPE DETAIL Ci)HI-CAP BOX MOUNTING DETAIL O FPKA DETAIL 11x17SCALE:NTS 11x17SCALE:NTS Uzi 7SCALE:NTS EXISTING 101.2'MONOPOLE 22x3,1 SCALE:NTS w 22x34 SCALE:NTS /\\ /� 22x31 SCALE:NTS ` /\/V\/' e 4.1 FIGURE: FIGURE: FIGURE: FIXING UPPER MOUNTING BRACKET FIXING LOWER POLE MOUNTING BRACKET(FPKA)USING FIXING LOWER MOUNTING BRACKET(FPKA) ISSUED FOR: (FPKA) TWO M8 SCREWS ONTO A POLE L V DATE DRWN DESSCRsnONv ® 0e-1420 © FINAL CL • _—_ . ��-� 0 v lokimp Illir 1 IIIr` � II II I I 2xM8.13mm L.t !!{11 1111 1i ECT®R enoineepla 111t I {Ii) li 1 VECTOR PROJECTS U2519.77,fi20T ;1011 I I 1 14 tl II I- at m I I.- ® : !i w.I C."- i I �11 PROF 1 .' . II nn��► 1111„111 E r ); GAS LNG NfFq So (r:�.. ili1: :>l I��11 %fie 1 , .1,,, r 93806PE -= Kry Digitally Signed �� eq III gp !EI I I I 3 I � 1_e1 OREGON �: IIII I-, 3 1 1 b I , e it I v/ , tr 9 1" - El> �I 'III I 1 I €).__. s Y� 7 s N �. Ir./ it III I l �; $ I 1:1:::,,,,Th-lil,.. L1�D N enin020 1 Il 1 I 1 ,. I D RES a/3OJ 2l ) 111 I 11�,)§ !I i� DUiSIy slgneai Ill �;4 (� WelIs byWells Holmes �� tiHolmes:9-02, NCO I _ . %1�� 0 flail , litilt � � �� '��I� �� ) .,-.NW tat MI 77 '`' I �� _. SHEET NUMBER: REVISION: ®RRU MOUNTING DETAIL ® NOT USED 11x17SCALE:NTS (I A.-5 . 1 0 22.34 SCALE:NTS /\ \ :)-1 - )-1 I �? 11 T A •labile So �I.v�+ar�+.wI Iw♦ev•e .nvw .r+r.r.1 * For SG and LTE Airscale BB dimensioning refer to Fiber Port matrices_ J (Alpha , Beta & Gamma) FQd - Lowband CROWN ta* Om MRIuici Pee,uve firRenni 612 (L700)- 5 MHzi ,,.., CASTLE FasslK AnY1na 671 (L600) —10 MHz J 671 (N600) -10 MHz , . ,, ,- i , CAPITAL DESIGN SERVICES SiM 2101 4TH AVE E,51J ITE 2OZ t �� 360 915 6750 • rr_ .o WWW.CAPITALDE810NHERVICE5.CCM 8 82 (L1900) - 20 MHz \- I i 825 (L1900)- 20 MHz 866 (AWS3)- 5MHz ' T-MOBILE SITE NUMBER: 12 tI io 4 s l o t, it 3 Z 1 P001733D MD- Banat ® t'l t g 7 12 5(2 5GHz)—60 MHz BARROWS RD N41(2.5GHz)—100MHz BU #: 879602 f—► t r--1 lc,. +2nd carrier(<+80MHz) I 1668 SW AUTUMNVALE LN A H F I G AHLOA BEAVERTON,OR 97007 AWS+PCS 7CC+t„O° EXISTING 101.2'MONOPOLE - ` 1 % ISSUED FOR: ;r1 f S f'1 3EV DATE DENIM DESCRIPTION _ ® 08-14-20 7S FINAL CL III IIII INN IIIII 111110 Top '-._ _`-: / II ==— mommilly _ Ground ) /EpT9R HCS2.0 ! r HCS2.0 . Tower Top TlawerTop I -.� �:� .w.��. VECTOR PROJECT p U2619.715.201 ,,..40s G,n'EFAsa ¢� 93806PE Digitally Signed F S1F OREGON 5G AirscateIII UMTSPCS ��!!s,p,�p��y l 1 ND 0em12020 I WINES:6/30/2021 Wells la 1a0y9�ne I'H Ise, Holmes Date 3645007 3600' L 'E Flea=TDO Airscale 1 L.,, CD RF PLUMBING DIAGRAM SHE : ROSCALE:MSSCALE:NiS ( ETNMB:R RF- 1 .0 0 r v/ '''S.4 NOKIA ITEM CODE/SECTOR PRODUCT NAME O'T O"T.' NR-LEFT SIDE LTE-RIGHT SIDE IViobile ANTENNA ANTENNA 474335A ! x 2 FOUF QSFSFP+ 1 GB4x1 km SM i 474385A x 2 FOUF SFP+l OGBASE-LR 1271 nm CWDM 10km SM 474386A x 2 FOUG SFP+10GBASE-LR 1291 nm CWDM 10km SM ' _•1 i ; it I; I_ OPT2 .-r, .1! 474387A x 1 FOUH SFP+IOGBASE-LR 1311 nm CWDM 10km SM � . i 1 OPTS ' oPn 474388A x 1 FOUI SFP+IOGBASE-LR 1331 nm CWDM 10km SM I _ �� ." c.. � I r a p/� 474829A x 2 AOSB QSFP28 SM 10 km LC C ROW N FTLX 1370W4BTL x 4 SM SFP 1310 nm CPRI 9.8G 1.4km(CPRI) 4' -y" �S P'I CASTLE c 473471A x3 FOTA Optical SFP+10GBASE-SR 850nm MM ,< "'.� e--af .i1 �/ „,y� , -, , .,1-, _,,,, ;.,• v^�+TLE FTLX8573D3BTL al x 3 110Gb/s 850nm Multimode SFP+Datacom Transceiver AHAB/AHEG AAHF NOTE: JDSU AND EXFO GEAR CAN BE USED TO READ WAVELENGTH ON THE SFPs. FOCI ,I , CAPITAL DESIGN SERVICES 2101 61H AVE E.SUITE Z02 - OUT DLYM PIA,WA 9B506 //: : 360.91 S.6750 Air„, WWW.CAPTALDESIGNSERVICES.Z.. IN `\ SFC4_1 SFC4_2 T-MOBILE SITE NUMBER: FOUF P001733D BARROWS RD ROUG BU #: 879602 FTLXI370W4B1L FOUR 1668 SW AUTUMN VALE LN OUI BEAVERTON,OR 97007 FOUF AOSB EXISTING 101.2'MONOPOLE •PORT CONNECTION ON THE ARIA MAY VARY AND ARE DESIGNATED AS RFx('x'CAN BE 1-6) FOUG •AHFIB/AHFIG IS ON SAME ABTA a ISSUED FOR: A,:A amcs I_ -1"f . -_� '..0 _II j I ABIL CM DATE DAWN DESCRIPTION _ ' 0 OB-U-20 ZS FINAL y Aft i I! e AS,e If_^ > IK _ . AS .—_—_ 1 . -,.. -.. ,,� 1 I I MIMI MI ASIA -- — C:� - ` IIIIIIIIIMEMIIMEW LTE FDD-eNBI LTE TDD eN82 NR DID gNE FOTA '-C»A OTA // *ECTOR VECTOR PROJECTS U2619.715.201 7.,..c.: h!!S7J.�� 11N0 0821/2020 t EXPIRES 5J30/2021 ) FTLXB573D3BTL--` FTLX8573D3BTL /—RELX8573D3BTL / Wells Dg• llalyigned6y Wes Holmes Holmes 08 m2.86000 21 f IXR-e 0 SFP DETAIL SHEET NUMBER: REVISION: 1 1x17 SCALE:NTS 22,34 SCALE:NTS RF 1 . 1 _ 0 I J Power Company: Rep enntallve: Telephone. T a Mobile se Teiephone Company: Telephone#: Submit drawings to UIUIy Company representative as required. / CROW N CALL WASHINGTON ., CASTLE /r-"I ONE CALL CALL SDD y CALL3 WORKING DAYS BEFORE YOU DIG! "j.rlti '`•,CAPITAL DESIGN SERVICES .\' -.\ \\ 2101 41N AVE E.SUITE 202 M \\ \\\\ ❑L WA 90506 360.9 360.915.6'750 MI6 MO ' WWW.CAPITALDESISNOERVICES.COM 11 l J 25kVA UTILITY TRANSFORMER / (VERIFY(,120/240V.I PH SECONDARY OUTPUT (E)2-1 rr'U.G CONDUIT AND T-MOBILE SITE NUMBER: CONDUCTORS PER APS SPECS P001733D BARROWS RD lic20 UTILITY BU#: 879602 METER 200A,240,10 N3R 6SKAIC 1668 SW AUTUMNVALE LN ( 2A SERVICE RATED BEAVERTON,OR 97007 EXISTING 101.2'MONOPOLE N #2 CU Lj . MEB,MBJ G `\ or (3)#4/0 CU THWN& ISSUED FOR: (1)#2CUGND,2'C CONNECT TO (2)II GROUND Oil DAWN DESCRIPTION c" GROUND RING RODS0 08-14-20 ME FINAL a 6'APART ____ IIIII -__—_III MIN__ MECH.INTERLOCKED (PPC)SERVICE RATED, / N34-240V200A/2P / \ IN OVERALL UL LISTED • 0———� APPLETON GENSET PLUG !/ )WECTDR ALL- -ONE POWER 200A 200A PERT-MOBILE CENTER,N3R.SERIES 2P{ —�_2P e e RATED 65/10KAIC. cravat Yam IMMO 1O1 ,...,kos,m, (2)#3/0 CU THWN& VECTOR PROJECT#:U2619.715.201 —• (1J#b CU GND• ,2'C SSC 200A/2P aEV E'ROP6 j 1 (2)#12CU THWN& 4,','k,,,,31NE/'A 04 , (1)#12CUGND,3/4"C a k 8.6ti1PE 15A/1 P i'--. OREGON —• S -20A/1P `44. 1`4-PAULlV 'PPC 08P21/2020 r TELCO SIDE OF PPC 1 (EXPIRES:12/31/20201 (2)#12 CU THWN 8 agblp.,y,wa o-1 (1)#12 CU GND,3/4"C Dean P Levoreen Oa.P...omen aro:2.00ea1 GFCI IN TELCO PORTION OF (2)#12 CU THWN& CABINET (1)#12 CU GND,3/4"C OUTDOOR WP-GFCI L _.1 // \ ONE-LINE DIAGRAM&PANEL SCHEDUIF ,F SHEETNUMBER: REVISION: 1 Ix I7 SCALE:NTS 2Dr34 SCALE'MS / h- 1 \O 0 , ,..0 • • V 7 CABINET Mobile ''�((L\� *■■■ RED DOOR ALARM - Ll BLK BLK Ll TO HEATER RELAY HEATER BATTERY EXPANSION /� n�J•1 O t J SWITCH - MDI 5- RED HEATER Y CABINETNSIO (1■■ , 111 ! L1 L1 L[] ■ MDL 36♦-L BLK SdF. RED L? MD *' L2 RED 0 1 n 0 0 0 0 RED ( j J AL IDOOR ALM -. G'.GRN GRN G - 8LK 7 BLK -' ON ON ON ON ON ON ( I I RTN � MOLE Ll BLK n n I'(1 ( n I n' 1 RED ( I ] AL2 DAC ALM L2 RED """"" `-'I«'' '-'.�' "u Lw u W1 COOL I BLKDL Ll BLK SHELF 2 BLK LI p p L p p p p Elli Q t I ] TN HTR ALM M G3GRN RED DCPP REAR VIEW RED GRN G MDL 1&2 lOA 1 OA I OI' / ` RED I (/ ` ® J :LK �.- - IL .>K .r �1 J 1 I 44, CROWN #JB J6 liNVid* BLU j J AL4 DC AIM RE RED RED (�� , AC POWER BLK BLK ELK BLU/WHT j J RTN CONNECTIONS CASTLE DAC ORG ( I 1 ALS DC MAL • .tiI • I ORG/WHT ___ -.- -__.._ .- .._ _._._( I 1 RTN 2 _ _.I GRN 3 ALARMM RED j ] AL6 AC PWR HULOW BLK : I I RTN GRN/WHT RED _ 1t _ AL7 BAT CAB DOOR /� VAC DINRAIL \ HEATER 1 I I ` J15WI HEAT t DOOR OPEN ( I 1 RTN A ASSEMBLY 4 • �;� CAPITAL DESIGN SERVICES pg DETECT I I I AL8 BAT CAB DAC Q 90r _ y ., SWITCH GREEN �� ',� I DC ALM ALARM ALARM CABLE DC PP ALM RLY PIN ( I 1 RTN z 1 o t aTN AV E E.SUITE zoo 1. JE ist ,,.� I,1 J3 AL3 BLUE K10-NC 73 I I I AL9 BAT CAB CBALM WIRE .`�w�:: ❑ 36 PIA,WA 9S5D6 Rio •• 36D.916.fi7S[I • /DC MIN AL3 RTN BLU/WHf K10 \..�• WW W.CAPITALDESISNSERVICES.COO -C 74 [ I I RTN UPPER LEVEL TOCAB HEATER AL4 ORANGE K11-NC 76 ( j ] AL10 00 b )66 ALARM DC MAI AL4 RTN ORG/WHT K11-C 77 TERMINALS l MGB AC MAINS HI ALE GREEN K9-NC 70 ( I 1 RTN LOWER LEVEL �6d dddd /LOW AL5 RTN GRN/WHT K9-C 71 I I 1 ALI1 TERMINALS CODES ALARM MODULE INSIDE I I 1 RTN 0000 0000 FRONT DISTRIBUTION COVER I I 1 ALI2 •••• •••• n ALARM ARM WIRING ( I 1 RTN BLACK RED (mil 0 0I icRN/ — —� LI L2 �� T-MOBILE SITE NUMBER wHT IBLQ/ P001733D WHT IORG/WHf -k• il GRN' BLu ORG (BROWN PAIR FIELD WIRING I„ ��`�`�� r��``�� NOT USED) z4ovnc •• BARROWS RD SINGLE PHASE 70 71 73 74 60Hz 200A MAX i� K 9 K 10 K 11 BU #: 879602 1668 SW AUTUMNVALE LN BEAVERTON,OR 97007 ( SKU#33965-ALARM WIRING DIAGRAM O SKU#33965 -AC POWER WIRING DIAGRAM pT 1 ix17 SCALE:NTS 1 I z17 SCALE:NTS EXISTING 101.2'MONOPOLE 22x34 SCALE:NTS /� / ` 2244 SCALE:NET V NOTE: DIAGRAMS PROVIDED ARE PER ISSUED FOR MANUFACTURER INSTALLATION GUIDE REV DATE DAWN DESCRIPTION DES./Q. ® 08-14-20 © FINAL CL DC DISTRIBUTION-DOOROPEN _ _ FROM VIEW _ _ "TIER"1 11E12 'TIERS 'TIER"4 g-_DC DISTRIBUTION THERMAL SYSREM '•-- THERMAL SYSREM . ® ER'I OF 1 S DE VIEW)E TERMINALS DAC AND HEATER I� �� • ilio wee °' DAC AND HEATER • Ia,.. ' ( FUTURE USE � 0 ma FUTURE USE • e i BLK I RED ® Q ©° .� ©a O CQ ° DAC DOOR PWR 25A (1 FUTURE USE al � • ® ©° FUTURE USE O CT) ©° FUTURE USE 10A *EC!,• FUTURE USE l0A ®® e FUTURE USE ^,=>i•5« CI r#, FUTURE USE e OS o IFUTURE USE 10A 1CI oneme Mall IMP r CS ® 0° 0 CD ©o C OD ©° O CD ©0 i 00 •I VECTOR PROJECT lt:U2619715.201'� FRONT 0 REAR ®CD ©° 0® ©° 0C ©° © o ©° 00 0 CD ©0 o o [I] 00 .S',.. CO1,1/2, o © O Oc 0O © ® ©° Cn o O LE' ©° O CD ©° © � © ° © O ©° ' CZ] O �Ss663Pr; [Z] O 0 CD © 0 O OO ©° © CD ©0 © CD ©° 2 C Z] 12 cRr UO'K O (X) © °I 0 M ©° © (1(') ©° © © Co L_,,,._J k.....,,,,.-) ''''''it- 'it, ,DC-48V HOT BUS RETURN ' p+LtfO CD O° ® o ©° © ® ©° © CT) ©° (CB FROTECTED( BUS OV() 0821/2020 •O CD O ° O O O ° O ® O ° O ® 0o 'EXPIRES 1v3vzo2ol Dean P DI�'""9"x:,7 Dean P Levmsen JUMPER JUMPER JUMPS' JUMPER Levorsen De1e.2020600 III 1(I i(� � It III ( 10.1858-06'00' °CB AISIARM° *CB AMARM• °CB AMARM° °CB AMARM° -IN AND SWITC 'IN AND SWITC •IN AND SWITC 'IN AND SWITC ORIENTATION ORIENTATION ORIENTATION ORIENTATION E "OFF" 0 L "OFF' 3 C .,OFF' 3 L:1 "OFF 3 rI- OBSERVE CORRECT ALARM PIN ORIENTATION .. SHEET NUMBER: REVISION: CD NOT USED ED SKU#33965 -DC POWER WIRING DIAGRAM ri— 0 11x17 SCALE:NTS /� 22x34 SCALE:MS ' \ J GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE ciii • •IViobile l i NATIONAL ELECTRICAL CODE,AS WELL AS T-MOBILE STANDARDS. \ / 2. MINIMUM BENDING RADIUS FOR GROUNDING CONNECTORS IS 8". C ` 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. \` CROWN 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OFF CAST L E PAINT AT THEIR MATING SURFACES AND INSTALLED PER • MANUFACTURER'S RECOMMENDATIONS.USE PENETROX ANTIOXIDANT GREASE(OR APPROVED EQUAL). 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2-HOLE LUG COMPRESSION TYPE.STACKED CONNECTIONS ARE NOT E)OR(N)MONOPOLE(SCREMATC ACCEPTABLE.BACK TO BACK CONNECTIONS ON OPPOSITE IS TYPICAL OF ALL TOWER SITES) CAPITAL DESIGN SERVICES SIDES OF THE GROUND BAR WILL BE PERMITTED. 7 21131 4TH AVE E,SUITE 202 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO 1 awn ❑LYM PI A,WA 98506 . 36 .915 THE MANUFACTURER'S SPECIFIED VALUES. (E)oR(N)r-MOBILE ANTENNA , �� 0 . 285 WWW.CAPTALOE91GN3ERVICE9CpM GROUND BAR(nP OF I PER SECTOR) 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT Oes LEAST 6'. 4 yI: i r� AgellielullayI i ', . 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM ' . N2 STRANDED GREEN INSULATED SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. w ,R-s� *.a`.R�;,y+s�,i8V;�a �,;" `v ��.i�i ire,%„r +,,yi�-- , s,,..r COPPER GROUND LEAD FROM NEW j1y�\1\��~r\awr; y.\gyp;,�wia • + ,�Ors/f/�j,iii/,iii�'r':. s� EQUIPMENT TO GROUND BAR,TYP 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ' tw>r' ,,'`".�.. `►,I.,.`>* , " . .� i� d8-,, ,riir�.8r X% ANY METAL OBJECTS OR SUPPORTS;TO PRECLUDE i *.. .z.w w��„N„.t.....4'�i ti `.',;;��` . „�P�,�i ,,',i!�-:.: r, T-MOBILE SITF',NUMBER: B�;R: ESTABLISHING A"CHOKE"POINT. ' � "°� "�..��`"'i": /i ir/ rri�,,r--1,,,, '• �� P001733D � ``.•' '-,V ,+:: v... '� %;:<�,s� :-%%:,:0; BARROWS RD 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. r� s its"�ti�:w��a r* +�.,,,is i � •j`- ice': ::.,,.,„,,it ..' ! �'/ ..e �i�„ s,-!� 11. GROUND RING BURIAL DEPTH SHALL BE 30". ��s .. ;i 'f'„ `�� Z ;,* L, y BU#: 879602 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS i ,.;,"tis • i!s 1i REQUIRED TO TEST THE GROUNDING SYSTEM USING A xa'd�fN. G1 \' /`f pis%/ ANTENNA GROUND BAR PER MANUFR(NJ T-MOBILE RRU ACTURER'S SPECIFICATIONS lN) MEGGER OR EQUIVALENT.THE ACCEPTABLE RESISTANCE tiw��'.' s, �� SPECIFICATIONS(QUANTITY VARIES PER PLANT 1 Ci6$SW AIJTUMNVALE LN BEAVERTON,OR 97007 MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED ''b;�w° -----,---...-4- ....,-,„-„......- 5 OHMS RESISTANCE.THREE DISTANCES SHALL BE USED:1 AT *� 0y' f:.=� �'�'•�,-" I^!�/ (E)OR(N)T-MOBILE ANTENNA MOUNTING 100 FEET,1 AT 70 FEET AND 1 AT 35 FEET.THESE DISTANCES " ;.�• /" PIPE CONNECTED TO(E)ANTENNA GROUND ARE SUBJECT TO A SITE-BY-SITE BASIS.T-MOBILE SHALL BE " ' • � , BAR PER MANUFACTURER'S SPECIFICATIONS EXISTING 101.2'MONOPOLE GIVEN 24 HOURS NOTICE.ALL COSTS ASSOCIATED WITH /� �', _ ,' �\\�'/ QUANTITY VARIS PER PLAN) GROUND TESTING WILL BE AT THE EXPENSE OF THE 7\ __ / CONTRACTOR. �i _,. v., ISSUED FOR: GB REV DATE DAWN DESCRIPTION 13153 ® 08-14-20 ® FINAL Mall — / M_MN _-- ,.i'C,4f�-03 i?'a#i f z t i. e.{— ",. CONNECTION FROM ANTENNA GROUND �� $tti{t'tt{$Htr AT#'•9}}'t}e#4W4`4t}e}t . ..-.3„,-, 1��j0 /1111, $'{t+$a$4ti}4.4,44ate 4{{{4a$t${tt04 v$0 t40,T �_,_ BAR TO(EI7-MOBILE TOWER BOTTOM \ 4�+�t'J 1,{ ,f,t as a{1{t{i}t t$${{t'� GROUND BAR AT BASE OF TOWER {{�$tta=ttt}t{ttttttttttte:,, ECTOR {{��+• ff ar+ t;�{{}{${}{f! N 4444440004440+.000+4 VECTOR PROJECT#'U2619.715.201 ifs ♦!Stttt0. ttt{tt{N${$i+' +,. t44+14aiatta 044+ aaa'a{{{aaaati'} iL9 PNl F,, *l 4+++T�'aI'{'aaTil'7 1 .�,1N 4, iti'ttttttttttttt K` �'~ R GROUNDING LEGEND waafaaaaa�+t B561'r" {ttt{{{}tt,t "{Iaaa{•hr' ( ##ittttttt '�� ''}{$"t{atatt;'F ' `.`�$ ORECON '> ® GROUND TEST WELL A. 4;+ tr �9Bfla rq-1 F`L'� 08/ 1/2020 GROUND ROD 2 1E wwEs:12 al/20no201 Dean P Digitan lP l.evonry agn d by Dealen MECHANICAL CONNECTION Levorsen A Dete:2020.08.21 1on:Bs osna(DOUBLE HOLE LUG) • CAD WELD CONNECTION CONNECT PER MANUFACTURER SPECIFICATIONS GB J GROUND BAR \ l EARTH GROUND SHEET NUMBER: REVISION: O SCHEMATIC ANTENNA GROUNDING PLAN ( I—i /�7175CALE:NTS , / •o \..., 1 22814 SCALE:NTS / 1 �/ STRANDED Cu WIRE WITH GREEN,600V, / ` (N)ANTENNA OR OTHER THHN/THWN INSULATION.SIZE AS SPECIFIED ANCILLARY EQUIP,TYP A II IN1IOI)ile.Q COPPER GROUND BAR ON WALL, \\\\\\ ICE BRIDGE,FLOOR OR ON .-.4 ..A CADWELD ANTENNA TOWER \ / CONNECTION(TYP) -� /�1--� ` / o oOOOO 0000 600 #2 AWG GROUND LEAD TO 0 O Q OOO ,�O O QO, QO • ANTENNAS,RRH'S.SURGE y\ CROWN • SUPPRESSORS.DIPLEXERS,TMA'S,TYP DOUBLE LUG MECHANICAL 5/&11;10118404C: CONNECTION(TYP) ` OO O • O O O 0000 �, J ,, CASTLE MOUNTING GROUND BAR MOUNTED NEAR ANTENNAS AT BRACKET TWO HOLE LUG,BOLTED TO TOP OF STRUCTURE 2" • \\._GROUND BAR USING • 3/8"-16x1/4"STAINLESS STEEL __ HEX HEAD BOLTS AND #2 AWG(GREEN)INSULATED COPPER 5/8" �l((q((((( HARDWARE • GROUND LEAD FROM GROUND BAR GB LOCKWASHER \� AT TOP OF STRUCTURE,TO GROUND BAR AT BASE OF STRUCTURE .�� 'TWO HOLE LUG,TO BE USED W BH#2 AWG �.e CAPITAL 1O a DESIGN B SERVICES j�/� �' PANT SCHEME SPECIFICATIONS: Ul(q((I '� ^'� ' ��,. SOLID TINNED BARE CU WIRE OR STRANDED CU 'z�� OL360IA,WA 98506 GROUND BAR MOUNTED AT BOTTOM # y \� WIRE WITH GREEN,600V,TO ANTENNA 1�- PRODUCER(P) C �� 50 OF SUPPORTING STRUCTURE FOR CONNECTS TO WIRELESS EQUIPMENT CABINETS, STRUCTURE,BUILDING RING GROUND OR MGB W W W.CAPITALOESI SNEER V:CE3.C C'- COAX GROUND KITS CABLE ENTRANCE GROUND BAR(CEGB),MAIN .401 GB DISTRIBUTION FRAME GROUND BAR(MDFB),AND (�� STANDBY ENGINE GENERATOR SET FRAME AND • OTHER NOISE PRODUCING EQUIPMENT. ..+ _. v ABSORBER IA) CONNECTS TO THE EARTH ELECTRODE SYSTEM GROUND BAR MOUNTED ON INCLUDING CENTRAL OFFICE GROUND GRID, CABLE BRIDGE FOR WG KR AT BUILDING STRUCTURAL GROUND.METALLIC WATER JUMPER TRANSITIONPIPE SYSTEM.ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM,AND ELECTRICAL SERVICE T-MOBILE SITE NUMBER: GB ENTRANCE GROUND. 1 f TINNED COPPER GROUND BUSBAR, POOP/33D EQUIPMENT/COMPOUND INSULATORS(MUST MEET REQUIREMENTS OF TESSCO 1/4"X 4'X 20'OR APPROVED NON-ISOLATED IN) BARROWS RD GROUND RING UL94 VO FOR SELF-EXTINGUISHING EQUAL HOLE CENTERS TO MATCH NEMA CONNECTS TO EQUIPMENT NOT IN AN ISOLATED - MATERIALS) DOUBLE LUG CONFIGURATION GROUND ZONE(IGZ)SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH nC C'B_�J 7/16"(TYP) CBN AND IBN EQUIPMENT NOTE: BU #:879602 'GROUND BARS AT BOTTOM OF PROVIDE MIN OF(I)GROUND BAR FOR EQUIPMENT ISOLATED(I) TOWERS OR MONOPOLES SHALL CABINET GROUNDING CONNECTS TO THE SINGLE POINT CONNECTION BAR USE EXOTHERMIC CONNECTION. 1668 SW AUTUMNVALE LN (SPCB)FOR IBN EQUIPMENT BEAVERTON,OR 97007 O AN I'ENNA/EQUIPMENT GROUNDING CI) GROUND BAR O GROUND BAR CONNECTION 11 x17 SCALE:NET 11x17S`ALE:NTS 11x17 SCALE:NTS EXISTING 101.2'MONOPOLE 2264 SCALE:NTS 22,34 SCALE:NIS /` 22x345CA1E:NTS ISSUED FOR: :) - m DATE DRWN DESCRIPTION 'DES./Q MAIN CONDUCTOR, 0 OS-14-20 © FINAL CL COPPER CABLE III —_—_ all__—_ TYPICALLY 1" NEMENEMOMMEMEMMIEW -__—_ 12"TO 24' MN' CADWELD TYPE"GT' 120"MAX ANTENNA CABLE S/S NUT .� _1/8'MIN. I \ — 2 I/2'0 MAX Q a.r un„awn .v� ..�.,m,s..m. ECTOR HEAT SHRINK(CLEAR) IRarexWm/4w n< maw Me ..P CADWELD TYPE"NC" �� _ _ _ _ _ VECTOR PROJECT#:U2619.715.201"' r I 5/8"x 10'-0'COPPER CLAD /1 l 1 STEEL GROUND ROD ///�� = LABEL �tvPNL10 4 CABLE \ I CONNECTOR Sib63YE CREGON OT W FNG DISCONNECTDO TYPICAL CADWELD GROUNDING CONNECTIONS °r `�. KIT(SEE NOTE 3) r9I L Lim: #6 AWG STRANDED COPPER REFER TO NOTE ON MGB OB'21I2020 GROUND WIRE(GROUNDED TO (EXPIRES:12731/2020I GROUND BAR).SEE NOTE I AND 2 TINNED COPPER GROUND BAR i'-TI,I ' \y(�1''(((`V7,, S/S LOCK WASHER r`- Dean P Digitally signed by S/S BOLT(1 OR 2) Dean P Levorsen TYPE GT TYPE W TYPE VN TYPE SS Levorsen Date:2020.08.21 10:17:14-06'00' TYPE VB TYPE TA TYPE PT TYPE GY NOTES: NOTES: JU 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE 1.FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON TOOTH WASHER BETWEEN ^I+ q DOWN TO GROUND BAR. LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD. ,. It- C., , . 2.GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 2.ALL HARDWARE 18{8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL 3.WEATHERPROOFING SHALL BE TWO-PART TAPE KR,COLD SHRINK SHALL NOT BE USED. SURFACES WITHKOPR-SHIELD BEFORE MATCHING. TYPE NC TYPE GL TYPEV TYPE GR \` .01 3.PROVIDE'DO NOT DISCONNECT'TAG. SHEET NUMBER: REVISION: CD CABLE GROUNDING DETAIL CD TYPICAL LUG _ O GROUND RING/ CADWELD CONN 3.0I1x17 SCALE:NTS 11x:7 SCALE:NTS I 11x17SCA=:NTS l4- 0____ 22x34 SCALE:NTS / 22x34 SCALE:NTS ` -1 - \ A 22x34 SCAL MS ��