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Plans • //7q4 Cfilli Phi Gfic I/WY &6P2D.2c- '962___, ■ ■ ■ ■ ■ t E Ti . .Mobi•le. JAN 21 2020 J T—MOBILE SITE NUMBER: P001373B BUSINESS UNIT #: 824338 C1TVOFTIcAQD 1 11744 SW PACIFIC HWY?! 6I! ` ! G Di111S1O N CROWN T—MOBILE SITE NAME: GREENBURG SITE ADDRESS: TIGARD, OR 97223 CASTLE SITE TYPE: MONOPOLE COUNTY: WASHINGTON TOWER HEIGHT: 130.0' JURISDICTION CITY OF TIGARD �.. 1_CAPITAL.GESIGIV .�3ERVICE.S ... VE E,SUITE 202 Mall OLYMPIA,WA 993 06 T—MOBILE AAS P001 373B_GREENBURG_AAS_FCD_MD7_10/14/2019 "- ,so ..•• m "Ir6 SIGNSERVlc cs.00M 1' SITE INFORMATION \ ( DRAWING INDEX I LOCATION MAP \ I N\ .Mn CROWN CASTLE USA INC. SHEET# SHEET llliSCR1P'110N T. L.... .... I 1 •I'-MOBILE SITE NUMBER: SITE NAME: GREENBURG 1 q I ////i)/11//:T: P001373B SITE ADDRESS 11744 SW PACIFIC HWY _ T-1 TITLE SHP.ET f �A».TTGARD,OA 97223 1-2 GEINER4LNOTES : ( C p BU #: c42433c4COUNTY: WASHINGTON T-3 GENERAL NOTES "r9 3 j ' 1 • !` GREENBURG MAP/PARCEL#: 15136CCO2100 C-1.1 OVERALL SITE PLAN&SITE PLAN •'""0"'"' '�`""• f//AREA OF CONSTRUCTION: EXISTING oC-1.2 E.XIST[NG&FINAL EQUIPMENT L.4YOUTS I iI LATITUDE v.a3sos00000 1 """ .. 11744 SW PACIFIC HDC/YC-2 ELEVATIONS 'I0a ➢ c LONGITL'D& -122.7592800000 — eybi•w c8 PROJECTLA"P/LONGTYPE- NAD83 C-3 ANTENNA PLAN LAYOUTS �,. . e : ` g ///AREAV // " _,� TIGARD,OR 97223 GROUND ELEVATION: ±202.6'AMSL C-4 EQUIPMENT SPECIFICATIONS ; ry ip �/' t I ) f CURRENT ZONING: C-G C-5 DETAILS ti" "'�.. ¢ ;/� >••+•• I...... i 1 I '"' EXISTING 130.0 MONOPOLE JURISDICTION: CITY OF TIGARD C-6 REDS q `.�"" p ( �O p % 9a .,1 1>.....-. I I 7a i OCCUPANCY CLASSIFICATION: U G-1 GROUNDING DETAILS �+ 1 :E. I ¢ .... 1..--- — .t.... TYPE OF CONSTRUCTION: I1B S a-. 1 ^M ‘ g \ / A.DA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR q'4" • p✓'9 b \ / HUMAN HABITATION „ r„" To4 THE BRUNBAUM FAMILY TRUST ' e �" ' I^" I PROPERTY OWNER f ,� q . °r x ISSUED FOR: 21390 SW'EDY RD ,� n " p p r IERV1 DATE DAWN DESCRIPTION DES./t- ...-7---ems «mm.s. 1 - SHERW' D, R 97140 ALL DRAWINGS CONTAINED HEREIN WPIOR\dATTLD FOR FULL SIZE.CdNTRiCT'�R ''.�IJ, 0"I/09/]A:9©�® 1505 WN CASTLE AVE NORTH,SUITE 800 ELNOIFY T ENGINEER NGINER IN AND CONDITIONSOF ANY DISCREPANCIES 1EPANCEIB AND i'r..{LI q ">ay VERIFY ALL PLANS TOWER OPERATOR: CROWN USA INC ` IMMEDIATELYNCYIIFS THE E�GINEERw WRITING OF iD1YnISLREeANCIE�nCr I+i� q� m""'""� �M.. pNO SCALE E_1 10/14/2019®I>tN-u,ca DRAWINGS\ PRO'F.F.DINC WITH THE WORK OR BF.RESPONSIBLE.FOR S i AF ,.0. I " I SEATTLE,L WA 98109 1 APPROVALS ` DRIVING DIRECTIONS FROM LOCAL T-MOBILE OFFICE(8960 ALDERWOOD ROAD,PORTLAND,OR 97220): CARRIER/APPLICANT: T-MOBILE 8960 ALDERWOOD ROAD 1. GET ON I-205 S FROM NE 92ND DR,NE COLUMBIA BLVD AND ESTIMATED DISTANCE 20 MILES PORTLAND,OR 97220 NE KILLINGSW'ORTF-I ST ESTIMATED TIME, 30 MINUTES ` / • CROWN CASTLE USA INC. APPROVAL SIGNATURE DATE 2. TAKE I-84 W/US 30 W/AND I-S S TO OR-99W N/PACIFIC HWY W \l 'I APPLICATION ID: 484987 IN TIGARD.TAKE,EXIT 6 FROM OR-217 N VECTOR PROJECT MGR 3. DRIVE,TO 11744 SW PACIFIC HWY • n e n a n s VECTOR PROJECT e.-U2818.411.181 VOBILERY ENGINEER !APPLICABLE CODES/REFERENC I. PROJECT DESCRIPTION SITE ACQUISITION DOCUMENTS THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND PROJECT TEAMCONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS CONSTRUCTION MGR ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN FACILITY_ ACCORDANCE�7TTI TTIE CURRENT EDMONS OF THE FOLLOWING SITE OWNER CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. TOWER SCOPE OF WORK A&E FIRM: CAPITAL DESIGN SERVICES,LLC NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK *REMOVE(3)TMBXX-6517-A2M,(3)TMBX-6517-R2M,(4)FILFB,(3)FRIG, 9c0 Feo; 2101 4TH AVENUE EAST,SUITE 202 NOT CONFORMING TO THESE CODES: (1)FRIJ,(8)DIPI.F'FRS, fi�,'0 "ecq So OLYMPIA,WA 98506 'P MOBILE DEVELOPMENT MGR CODE *INSTALL(3)AEFIA R E CLAIRD CAPITALDESIGNSSERVICES.COM 2014 OREGON STRUCTURAL SPECIALITY CODE 93866PE 2017 OREGON ELECTRICAL"SPECIALTY CODE Digitally Signed T- T-MOBILE.CONSTRUCTION MGR _.____.._. .. _. .. _ GROUND SCOPE OF WORK OREGON CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH,SUITE 800 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE *REMOVE(1)FSMF '1). ,��+ INC.DISTRICT SEATTLE,WA 98109 2014 MECHANICAL SPECIALTY CODE .INSTALL(1)ABTA,(1)ASIA,(1)7705 SAR-A /D.2, , CONTACTS: T-MOBILE OPS MGR 2017 NFPA 70 NATIONAL ELECTRICAL CODE I 1 N0 H ZACH PHILLIPS-PERMITTING (503)708-9200 2014 OREGON FIRE CODE rEwIRES:101151 021 ZACH.PHTT,LIPS®CROWNCASTLE.COM T-MOBILE REGULATORY REVIEW 2012INTERNATIONAL BUILDING CODE 10115/2019 ADACOMPLIANCE Wells Holmes =`=m=,r NATASHA MONTALVO-A&E SPECIALIST T-MOBILE PROJECT MGR INSTALLATION IS UNMANNED/NOT FOR HUMAN HABITATION. ,,,,,o,,,,,tt,m (206)336-2886 HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. - IT ISA VIOLATION OF LAW FOR.ANY PERSON, NATASHA.MONTALVO. T-MOBILE PERMITTING C NI FCS THEY ARE ACTING UNDER THE DLRECTION CONTRACTOR@CROWNCASTLE.COM DESIGN PACKAGE BASED ON THE REDS OF A LICENSED PROFESSIONAL ENGINEER THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE REVISION:4.1 TO ALTER THIS OOCO.,ENT. J ENGINEER OF RECORD: VECTOR STRUCTURAL ENGINEERING DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED ((YYYK11 DATE 4-24-19 651 W.GALENA PARK BLVD.,SUITE 101 WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CALL OREGON ONE CALL 4 REVISION 0 PACKAGE BASED ON THE APPLICATION SHEET NUMBER: EVISION. DRAPER,UT 84020 CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE CAI(800) RRUNG 332-23 DAYS ID:484987 1 - �l WELLS L.H SE j LOCAL BUILDING THEY MAY IMPOSE AND ANY CHANGES AND BEFORE YOU DIG! � / T_ O \V PH: LS _.HOLMES, O 775 tiIODIFTCATIONS THEY MAY CMPOSF_ re SN'Sk GENERAL CONSTRUCTION NOTES SITE WORK NOTES STRUCTURAL STEEL NOTES "Mobile �0b• I. All WORK SHAI I ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE FLATEST EDITON),AND ALL OTHER 1, DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. I. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ASCMANUAL OFSIFFI "' /11 APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICAT ED BELOW: IV-SHAPES:ASTM A992.50 KSI 2 CONTRACTOR SHALL CONSTRUCT SITE N ACCORDANCE WLH THESE DRAWINGS AND THE CARRIER INTEGRATED 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTII LIES OR IMPROVEMENTS SHAH BE ACCURATELY NOTED AND PLACED ANGLES,BARS CHANNELS:ASTM A36,36 KSI CONSTRUCTION STANDARDS FOR WIRELESS SUES(LATEST REVISION).SPECIFICATIONS ARE THE RULING DOCUMENTS,AND ANY ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. MISS SECTIONS:ASTM 500,46 KSI \ DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE PIPE SECTIONS:ASTM A53-E,35 KSI ENGINEER OF RECORD IEORI PRIOR TO PROCEEDING WITH CONSTRUCTION, d. ALL EXISTING UTILITIES.FACILITIES.CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR 2, ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHAI I BE HOT DIPPED GALVANIZED. // 3. IHt DRAWINGS ARL HEX ILA SCALED.SCAU. IHLSL('LANS ARC INILNULD ID ILEA DIAGRAMMATIC MAC OUTLINE ONLY,UNLESS ACCURACY OFTHE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF(HEIR REMOVAL OR ADJUSTMENT. l OTHERWISE THE WORK SHALL INCLUDE MATERIALS,EQUIPMENT AND APPURTENANCES.AND LABOR CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING WHITES AND FACILITIES PRIOR OTHERWISE NO NOTED.D THE WIRK SHALL IHCLUDE FURNISHING 1TDR EQUIPMENT TO START OF CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN I ROM EACH UTILITY COMPANY DETAILED INFORMATION 3. AIL WELDING SNAIL.BE PERFORMED USING FJOXX ELECTRODES AND WELDING SHALL CONFORM TO ASC. RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING DR ADJUSTING EXISTING UTILITIES. WHERE FILLET WELD SIZES ARE NOT SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE 12.41N THE AISC 4. CONTRACTOR SHALL VISIT THE JOB SEE AND SHALL FAMILIARIZE HIMSELF WEN ALT.CONDITIONS AFFECTING THE PROPOSED 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY'AND VERTICALLY PRIOR TO START OF PERORMDMANUAL OF NTANAPPEL ROVEDSHOP. INTEDSURFACESSIIALLBEiO�KHCpUP.ALLWELDINGSHALLBE CROWN WORK AND SHALL MAKE PROVISIONS AS 10 IHt COST THEREOF.HELD CONDITIONS INCLUDING DIMENSIONS,AND CONSTRUCTION_ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PEAPLANS SHALL BE IMMEDIATELY REPORTED TO PERFORMED IN AN APPROVED SHOP. CONFIRMING THAT THE WORK MAY OF ACCOMPI ISHFD AS SHOWN IN THE DRAWINGS PRIORI('PROCEEDING WLH THE ARCHITECT/ENGINEER FOR RESOI UTION AND INSTRUCTION,AND NO FARTHER WORK SPALL BE PERFORMED UNTIL THE CONSTRUCTION,IS REQUIRED.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE FOR PRIOR TO THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT(FNGINFFR.FAILURE TO SECURE SUCH INSTRUCTION MEANS 4_ ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE I/16"DMA.LARGER THAN L ^' CASTLE COMMENCEMENT OF WORK.NO COMPENSATION WILT BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. BOLT.U.N.O. N'af " CONDITIONS. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS dB HOURS PRIOR TO START OF CONSTRUCTION. 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"O ASTM A 307 BOLTS UNLESS NOTED ` / 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENTS REQUIRED 7. ALL NEW AND EXISTING UIILIIY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUST ED QIHLKWISL. CLEARANCE.THEREFORE,B IS CRITICAL TO FIELD VERIFY DIMENSIONS,AND SHOULD THERE BE ANY QUESTIONS REGARDING TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR 6. FIELD MODIFICATIONS ARETO BE COATED WITH ZINC ENRICHED PAINT, \\\ OBTAINING THE WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES C AT THE GRADNG LIMES. ]. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALE CONFORM TO MANUFACTURER'S 6. DETAILS ARE INTENDED TOSHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER.LOCATE AND AVOID CUTTING EXISTING �� - � CAPITAL LESION 9ERVIf.':CONDITIONS,ANDSUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THEWORK, 9. BRACEALE D INACCORARY ERDANCEWTHTIONS CORREITOCCUPATIONANSTALLATION OF QAFETY ANDPECEADMINSTRAT BEPOSHA)RFISERTY DBhCN S. REBATE ORTENDONS WHEN DRIP.INC HOIFS IN ELEVATED CONCRETE STABS ORCONCRETE WALLS. 2101 ATH AVE E.SUITE 202 BRACED W ACCORDANCE WBH CORRECT OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION(OSHA)RFOUIRFMFNTS' OLYMPIA.WA 9eNO6 ]. CONTRACTOR SHALL R K ONt CLARRIS NOT IN WRITING,AND SHALL RECEIVE IN WR ONTAUTHORIZATION TO PROCEED 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY DENSITY. B. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC 8 Iw .TO 350.915 s7s0 BEFORE STARTING WORK ON ANY ITEMS NOT CI PARTY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. MANUFACTURERS WHITEN RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL TION LS REQUIRED www.cA V ITALOEsIcrvs Eevlces.c0 ET II. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILING WITH APPROVED CLEAN FOR CONCRETE EXPANSION ANCHORSISILL,SNIPSON STRONG-BOLT 2 WEDGE ANCHORS PER ERR-3037I. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SILLS AND ATTENTION. FILLAND COMPACTED 1095%Ol STANDARD PROCTOR DENSITY. INSTALLATION OF WEDGE ANCHORS IN MASONRY SNOT PERMITTED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS.METHODS,TECHNIQUES,SEQUENCES AND 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS OTHERWISE NOTED, COMPACTED THROUGHOUT ITS ENTIRE DEPTH WIN THE EQUIPMENT AVAILABLE, 9, CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS 13 ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INSTALLER NOTE: THAT ARE IIKEIY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA INTO THE EXISTING SLOPE AS DIRECTED BY A GFOTECHNICAI FNGINFFR. T NUMBER: REQUIREMENTS. Id. CONTRACTOR SHALL CLEAN ENTIRE SRI DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH,WEEDS,BRUSH OR TOWER MODIFICATIONS ARE TO BE INSTALLED WBHIN ONE YEAR OFCONSTRUCTION T-MOBILE 4. CONTRACTOR SHALL COORDINATE HE WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND SCHEDULE HIS ANY OTHER DEPOSES WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DEPOSED OF STAR PER SECTION 60 OF SEI(ASCE 37,DESIGN LOADS ON STRUCTURES DURING ACTIVRES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. OFF-SEE BY THE GENERAL CONTRACTOR. CONSTRUCTION.WITH A DURATION FACTOR OF 090 ON WIND SPEED. P001373B IT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WEE THE WORK OF OTHERS AS TT MAY RELATE TO 15, ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH I HE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH UTILITY COMPANY,TELEPHONE BU #:824338 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS COMPANY,AND ANY OTHER UTILITY COMPANIES HAVINGGJURISDICTION OVER TITS LOCATION. per, SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. GREENBURG 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CGNSTRUCTION. FOUNDATION, EXCAVATION AND BACKFILL NOTES c`y,TJ TT T y T 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANC(IORING PURPOSES,OR PENETRATIONS THROUGH THE 11744 SW PACIFIC t l yY l FLOOR FOR CONDUIT RUNS,PIPE RUNS.ETC..MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE I. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO I VERTICAL. TIGARD OR 97223 DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING 1 > STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE HALE BE OF UNDISTURBED SOILS.SUBSTANTIALLY HORIZONTAL AND F NEE FROM ANY LOOSE,UNSUITABLE MAT ERIAL OR FROZEN SOILS,AND W CHOW THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION IS REPAIR OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM EXTSIING130.0'MONOPOLE DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.T.LISTED AND FIRE CODE APPROVED MATERIALS. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL,IF INADEQUAIL BEARING lJ. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS.AND RUBBISH.EQUIPMENT NOT SPECIFIED AS CAPACITY IS REACHED Al 1HE DESIGNED EXCAVAI ION DEPTH,THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO RS FULL DEPTH AND ETHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM SHALL BE FILLED HRH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO PAINT SPOTS.DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL IF USED,SHALL NOT SUBSTITUTE FOR COMPLETION OF CONSTRUCTION. REQUIRED THICKNESS OF CONCRETE. ` 18. MINIMUM BEND RADIUS OF ANTENNA CART ES SHAI I BE IN ACCORDANCE WIN CABLE MANUFACTURERS 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS,AND SO FORTH RECOMMENDATIONS. PRIOR TO BACK FILLING,BACK FEL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM SANDY CLAY, SAND AND GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR IARGF STONES OVER 21/2"MAX DIMENSIONS.ALL BACK ISSUED FOR: I?. ALL EXIS IING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH TILE EXECUTION OF THE FILL SHALL BE PLACED IN COMPACTED LAYERS. WORK,SHALL BE REMOVED AND/OR ,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT 5. ALL FILL MATERIALS AND FOUNDATION BACK EEL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE COMPACTION. MI DATE DAWN DESCRIPTION Egs INTERFERE HRH THE EXECUTION OFFIRE THE WORK,SUBJECT TO THE APPROVAL OF TH EE ENGINEER, EACH LIFT SHALL BE WELTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR in 07/09/2019© PRELIMINARY 20- CONTRACTOR SHALL MINIMIZE DISTEIRBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM Di 55J. REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURSDICIIONAL OR STATE AND LOCAL GUIDELINES 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HISS PRIOR TO BACK FILLING. 0 10/I4/20'.9 ME PTN{T,CX DRAWINGS ME FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WRIT LOCAL REGULATORY AL1THORRIFS. --_-_ 7. IINISIE ELEVGRADINGATION OF SLLBtOUN SLOPED TIO PROVIDE LOPE AWAY LLIRE PREVENT FROM THE CENTER.F,THE FINAL --_-_ 2I_ LIGHT SHADED IWFS AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES REPRESENT THE FFINSINIS ED RA SHALL B FOUNDATIONS SHALLSLOPE POSITIVE DRAINAGEIN ALL DAND PREVE TSTANDING TA THE GWAT FINISH GRADE SCOPE OF WORK TOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION S COMPLETE.CONTRACTOR OF CONCRETE PADS SHALL 8E A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE 1110111=_ .111.SHALT NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. CONSTRUCTION. 8. NON LS GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED IYIIH GEOI EXILE FABRIC TYPE:TYPAR3401 22 CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL AS MANUFACTURED BY"CONSTRUCTION MATERIAL IBOO-2393841'OR AN APPROVED EQUIVALENT SHOWN ON PLANS, I SERVICE UPGRADE.INADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE GEOTEXTILE FABRIC SHALL BE BEACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND VECTOR THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION ALRHORE ISIFS. EXTEND TO 1NRHIN 1 FOOL OUTSIDE THE SR FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER GREATER.Al L FABRIC SHALL BE COVERED HRH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. e n 1 n e e R Is 23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY HRH THE VALUES SHOWN IN THESE I.E.FOOT TYPE No.57 FOR FENCED COMPOUND:FOOT TYPE No.67 FOR ACCESS DRIVE AREA. DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF HIVING STRUCTURE TO REMAIN VECTOR PROJECT#.U2819411.191 UNDISTURBED,U.N.O. 9, IN ALL AREAS TO RECEIVE FILL,REMOVE ALE VEGETATION.TOPSOIL DEBRIS,WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN I VERTICAL 104 HORIIONTAL SUCH THAT FILL MATERIAL WILL BIND HRH EXISTING/PREPARED SOIL SURFACE. IOC WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS I HAN THAT REQUIRED FOR THE FILL MATERIAL SCARIFY THE GROUND SURFACE TO DEPTH REMOVED,PULVERIZE,MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR HMI DURING CONSTRUCTION OPERATIONS, • REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES, g ED Pdp,_ . 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY y1`tND 1111',.,"'SS,O UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. ti FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED % 93806PE SURFACE THROUGHOUT UT SITE Digitally Signed 13, GRAVEL SUB SURFACE SHALL BE PREPARED10 REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL OREGON ANY IS PLACED AND/OR RESTORED,ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED GRAVEAND 1L SIY DIRFPRESSIONS IN THE SUB ACING MATERIAL SHAIIR NOT BE ASFDFFOR FILLING DEEMPACTED P ESSIONS IN THE SUBRGGRADE.EI •FCTEp MATERIAL. �'T{P LL NO,,� SING 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WIT l OPERATE. I MIRES 6/30(2021 ) 15. DAMAGE TO EXISTING STRUCTURES AND/OR MILERS RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED 10/15/2019 AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. „„ °n 6.-..,.........-°' .� I6. ALL SUITABLE BORROW MATERIAL FOR BACK TILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS TOPSOIL AND Wells Holmes ;'° nW`u ES UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SII E AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO mhos sw..aw ADDITIONAL COST TO THE CONTRACT. IT TS A VIOLATION OFLAU'FOR AN\'PERSON, 17. FOUNDATION DESIGNS BASED UPON 1,500 PSF ALLOWABLE BEARING PRESSURE.INDEPENDENT SOILS TESTING BY A I':LESS THEY ARE ACTING UNDERTHE DIRECTION LICENSED GEOTECHNICAL ENGINEER IS STRONGLY RECOMMENDED TO VERIFY SOIL BEARING CAPACITY,SLOPE ` OPA=,TCENSED PROFESSIONAL ENGINEER STARRY.AND ALL OTHER APPLICABLE SOILS PARAMETERS. \ TO ALTER THIS DOCUMENT. SHEET NUMBER: fREVI SIO 1 T-2 0 J • • SPECIAL INSPECTION NOTES TABLE N5.6-1 ; INSPECTION TASKS PRIOR TO BOLTING �� �1Q�l�e■ I. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY CARRIER AND THE LOCAL JURISDICTION,AS REQUIRED BY IBC SECTION 1704 AND 1705 FOR THE Fo uowwG: INSPECTION TASKS PRIOR TO BOLTING QC QA \').... A. STRUCTURAL STEEL: i. ALL HIGH STRENGTH BOLT INSTALLArroNS:BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-I,215-6-a.AND NO 6-3 PER ALSC 360.10. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P R FIELD WELDING(IF UTILISED). B. BOLTS AND ANCHORS IN CONCRETE: FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 CROWN i. RETROFIT ANCHORS IN CONCRETE IASHESIVE/EPDXY,EXPANSION,WEDGE,OR SCREW TYPE ANCHORS). INSPECT SIZE,LENGTH,CLEArvuNESS,AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. — PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF C. CONCRETE CONSTRUCTION: THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) 0 0 CAST LE T. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC - -- -------- SECTION vos.TABLE I705.3. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 2. PROVIDE SPFCIAI INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH __ CONTRACT DOCUMENTS. CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION&HOLE \ 'J 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,ARCHTECI,STRUCTURAL PREPARATION,IF SPECIFIED,MEET APPLICABLE REQUIREMENTS O 0 i, ENGINEER,CONTRACTOR.AND BUILDING OFFICIAL • .. P . tea CAPITAL YJESION SET VIt:l. I PRE-INSTALLATION VERIFICAITON TESTING BY INSTALLATION PERSONNEL OBSERVED AND 0 2101 <TN Ave E.SUITE zoz 4. CONTINUOUS THIRD PARTY SPECIAL INSPECTION REQUIRED FOR ALL BELZONA 11 II MOUNTED PLATES AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED ,as OLYMPIA,WA 99606 HARDWARE. - 360.915.6750 _.— __ _ -.._ -.-._._ -....— M ,aI PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS, O 0 lonv WWW.DAPITALDESIONSERVICES.E AND OTHER FASTENER COMPONENTS INSPECTION OF HIGH-STRENGTH BOLTING(PER AISC 360 10, SECTION N5): TABLE N5.6-2; INSPECTION TASKS DURING BOLTING \ i OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE MATERIALS, INSPECTION TASKS DURING BOLTING QC GA T� NUMBER: PROCEDURES AND WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE WITH THE I-MOBILE SITE NUMBER: CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE RCSC SPECIFICATION. FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND WASHERS P001373B III FOR SNUG-TIGHT JOINTS,PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TART F NS.6-I AND (IF REQUIRED)ARE POSITIONED AS REQUIRED Q 0 MONITORING OF THE INSTALLATION PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE QC! _ AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO I2) FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS.WHEN THE INSTALLER IS USING THE TURN-OF-NUR METHOD O 0 WITH MATCHMARKING TECHNIQUES.THE DIRECT-TENSION-INDICATOR METHOD,OR THE TWIST-OFF-TYPE TENSION BU : 824338 THE PRETENSIONING OPERATION CONTROL BOLT METHOD,MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE GREENBURG I N5.6-2.THE OCT AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OE FASTENERS WHEN THESE FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROIAI ING 0 0 METHODS ARE USED BY THE INSTALLER. (3) FOR PRETENSIONED JOINTS AND SLIP-CRRICAL JOINTS,WHEN THE INSTALLER IS USING THE CALIBRATED WRENCH -- - --- -- -- METHOD OR THE TORN-OF-NUT METHOD WITHOUT MATCHMARKNG,MONITORING OF BOLT PRETENSIONNG FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,PROGRESSING 11744 SW PACIFIC IIWY PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5,6-2.THE QCI AND QAT SHALL FL ENGAGED IN THEIR ASSIGNED SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O O T� INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARF USED BY THE INSTAL I FR. T 1 IGARD,OR 97223 AS A MINIMUM,BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES NS.6-I.N5.6-2 AND N5.63.IN TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING THESE TABLES,THE INSPECTION TASKS ARE AS FOLLOWS: TINGA L O- OBSERVE THESE RENTS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE .X(S11 V V 130.0'M01\QI'�Ll. INSPECTIONS. INSPECTION TASKS DURING BOLTING QC QA P- PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. - QC-QUALITY CONTROL TASKS TO BE PERFORMED BY STFFI FABRICATOR OR ERECTOR QA- QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P DEFINED BY AWS B5.1,OR INDIVIDUALS QUALIFIED UNDER THE PROVISIONS OF AWS DI.I/D1.1 M 6UBGLAlJ6E 6.1e REQUIRED STRUCTURAL OBSERVATION 1 STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE;STRUCTURE HEIGHT>75'PER IBC 1704.5.1 ISSUED FOR: REV DATE DEWS DESCRIPTION IDES/Q. ®07/09/20 9® PRELIMINARY CL D 10/14/20:9®FINAL CX DRAWINGS CL --_—_ 111IIIIIIIIIIII-_—_ ) 1ECTOR e n e I n a a N a VECTOR PROJECT M:112619 411.1B1 SVE'J PROi, GJ lJ I Nc CAS 34' s, W 931306PE ' Digitally Signed OREGON VI a S ND NO I EXPIRES:6/30/5021 10/15/2019 155.:,someby wogs ones orals Tam.. Wells HolmesF;,== =-.. SIT ISA VIOLATION OF LAW FOR.ANY PERSON, UNLESS THEY ATTRACTING UNDER THE DIRECTION CPA LICENSED PROPESSTONAI.ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: EVISIO T-3 O J NOTES: �r.' 'S\ 1. THE PROJECT CM/PM TO VERIFY ANY REQUIRED 111 PAINTINGS,ANCILLARY REQUIREMENTS FOR ENT, SEDCAB ES, ER,AND • �10�•�� �, ANTENNAS,ANCILLARY EQUIPMENT,CABLES,AND HARDWARE PRIOR TO ORDERING/INSTALLING TN EQUIPMENT. \ / /` CROWN CASTLE .. . . ` ui S / _ ,.' • GQPIl AIL IV'PL31FWA 06 VIL'�IU 21011 a SUITE 202 10 5.6750 G\F\GN� l -� ,..� W W CAPTAL ESIGNSERVILES iii ...:. 11 AR, S�Q F SSA°P� ! r 1 GC'' � v a 1'-MOBILE SITE NUMBER: P \ -174 P001373B - 4.- - BU#: 824338 /=��1 GREENBURG eYpeE `\'C , \ _;k: 2EI ASPHALT PARKING LOT-� _ 11744 SW P111.I1'97 2 W 1 ����� TIGARD,OR 97223 /-- 4 ;° EXISTING 130.0'MONOPOLE IEl TREE ITYPI \T-d 1 _ wf[V%\ rc'C'TO�V\N IEI EDGE OF \ �.g' 1 IF)ACCESS GATEI I .Ail PAVEMENT IIVPI J '�NIIiP \\ R O hnM , E III ABANDONED _ ISSUED FOR: 1i' PI AIFORM Arl IE` \'Oy ' 1 1 NIUiY FRAME DWI REV DATE IP\VN DESCRIPTION DES./Q. O = � '�4 A \'° ®07/09/2019' ZS PRELIMINARY I CL v��- 'I \� Q LIEI ICE BRIDGE TYPO 0 10/E4/2619®PWAL CX DRAWINGS CL �� PARCEL�1F. ZONED:C-GE36CCO2100 ___ \\\ L,i� W �/ (El OTHER CARRIER + ® —_ .. .< A � �% liff T-MOBILE PROJECT CONCRETE EC UIPME NT PAD { ' 4dl�.741 �/ \ I(X.AIION;5EE 1/f.-I 1 i-MOBIIf PROJECT t i-M081LE PROJECTa /` \ I � ` I� I LOCATION;HE SHEET C.I.T — — — — A hTTITcI VECU191 _� 1 AP '77:It*{ _Ni 'l GAS, i :is-NTA �j�t`o ^' _� IN FENCE RYPI D ip — 'VW I .1Ii$4)I L - TN/ //}' . . . . .. . . f I. ♦ .{a- .-1E)I20'MONOPOLE �����lP (q BURDIN� pA �/�` ..s��l �YE9 PIiD::S `OA y tiZ1,HSIraECq so , ':R � � ¢ 93806PE y, Digitally Signed ' 44 i0:41 OREGON _ I T'10'. _ S.T' 6.E. F.✓(TY ,2$ A !g(I ND NC 3D'-0' I EXPO 6/70/2021 RES 1 10/15/2019 / SRE PLAN DISCLAIMER: 'S 1=1 A-. PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR Wells Holmes: " "1tl"c"` F ROM ASSESSORS MAPS CROWN CASTLE USA INC.HAS NOT COMPLETED A SITE en.s.su..m. SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION IT IS VIOLATION OF LAW FOR ANY PERSON, DEPICTED ON THIS SHEET. L,� 1,� UM'RCS I'1-IEY.ARE.9CONG UNDER THE DIRECTION \ J I`I I`1 OF A LICENSED PROFESSIONAL ENGINEER, _ TO ALTER THIS DOCUMENT. J OVERALL SITE PLAN SITE PLAN �t O SCALE: 11 X17 SCALE:I"=60'-0" 0' 30' 60' 120' , \)SCALE: SHEET NUMBER E4ISI0 __ _ _` 11X17 SCALE 3/32"=7'-0" 0' 10' 20' '' O 72X34 SCALE:I"=30'-0" 22X34 SCALE:3/16"=1'-0' J • T-MOBILE EQUIPMENT SCHEDULE (AT GROUND) �� REMOVE(E)/(E)TO REMAIN/ADD(NJ OTY TECHNOLOGY MR MODEL DIMENSIONS WEIGHT I'P (LxWxD)OR LE (LES) 1•1. . �1Vloblle • REMOVE(E) (1) BASEBAND' NOKIA FSMF TBD (TBDI (E)TO REMAIN (2) SMACK* NOKIA AMOK 14.0"x 19.1"x 22.4• 50.7 s. J (E)TO REMAIN (1) BASEBAND* NOKIA ASIA 1.7"x8.6"x 14.2" 6.6 (E(TO REMAIN ---- (3) -- BASEBAND' NOKIA ARIA - I.I"x8.6'x 14.2" 4.4 / \ (E(TO REMAIN (1) BASEBAND' NOKIA ASIK TBD TBD (E)TO REMAIN (1) BASEBAND' NOKIA ABIL TBD TBD .1r CROWN (E)TO REMAIN (1) BASEBAND' NOKIA ESMB TBD TBD (E)TO REMAIN (1) BASEBAND' NOKIA FSMF TBD TBD CASTLE - (E)TO REMAIN (2) COVE RAYCAP RNSNDC-7771-PF-48 20.4"x 18.9"x5.8" 19.0 ADD(N) (1) BASEBAND' NOKIA ARIA • 1.1"x86"x 142" 4.4 ADD(N) (1) BASEBAND' NOKIA ASIA I.7'x8.6"x 14.2" 6.6 - ADD(N) (1) '', ROUTER NOKIA 7705-SAR-A 1.73"x17.4"x9.5" TBD r -r ..• CAPITAL DESIGN SERVICES o. 3101 4 N AVE E,SYITE 203 •• oLYMP 260IA.WA! 9E506 915 6750 ALL EXISTING AND/OR NEW BASEBAND SUBRACKS&MODULES TO BE LOCATED INSIDE(EJ OR(N)CABINET OR RACK SYSTEM. cnvlmLoeslGNscaVm Es cr11.1 • THE DESIGN OF CABINET ANCHORAGE TO BE PERFORMED BY OTHERS. // J T-MOBILE SITE NUMBER: P001373B BU#: 824338 GREENBURG 11744 SW PACIFIC HWY CONCRETEEETQUIPPMENBPAD CONCRETE EQUIPPMENT PAo TIGARD,OR 97223 IN A 15x16'TEASE AREA IN A 15'xI6'LEASE AREA I _ _ — _ EXISTING 130.0'MONOPOLE O O 0 O C (E)T-MO011 F EQUIPMENT i (E)T-MOBILE EQUIPMENT TO REMAIN IN CABINET 1 TO REMAIN IN CABINET (EI T-MOBILE FCOA CABINET. '121 AMOK •(21 AMOB (II ASIA [FIT-MOBILE PURCELL IFI Ifv10BILOEF IT�IOREMAIN IN ASIA (Eli-MOBILEPURCELL ISSUED FOR: ttP OF(2).TO REMAIN / •13)AMA / \ BAITER)CA BINEI IO REMAIN / '(3)ARIA y \ BATTERY CABINET IO REMAIN ® / 'III ASIx / \ \ / • 1)A$IR /. \ \ ll\lt DRVIN DESCRIPTION DES/Q. / / •III ABR / // \ N IF)T-MOBII F FO UPMFNT TO / // •(I)ABIL / // \ N. ® 07/09/20:9 2S PRELIMINARY CL IE)i MORILE EQUI•(T IFSPMENT O / / / \ \ ^ .= .III ESMB / / — •III ESMB / // (O B EA DRPF IN CABINET // /X — \ \ : 10/14/2019 FIN,1I.6:DRARNG$® aS TO BE ADDED IN CABINET / _ / m \\ \ •OIABA " • __]_ 11, REMAIN IN CABINET // / / REMAINNCABNET (I I FUME / // •III FSMF • •(I)ASIA __ I �CYJAX _ + + COAX HYBRID HYBRID , VECTOR b¢ + + sill HYBRU�— l^ HYBRID —• s n• • a a • / \ /7 JOc / \ / , Z ` VECTOR PROJECT P.Cffi/941I191 (E)T-MOBILE EQUIPMENT TO INI YMOBILE EQUIPMENT TO REMOVE IN• ADDED IN CABINET , lI(RSMFBINE + -I- +41IL. +COAX + BE•(1)C5R]]5SAR-A + + + + + +COAX + I / -iHYBRID + -TXBRID HYBRID T FirRID _.I.- �.- -\--HYBRID + J11YBRiD + ( iYBRID ± HYBRID + 1, _ HYBRID - HYBRID 4— (EI T.MOBILE IS/8"COAX EI T OBI E I-SlY COAX pRU PRO: /1rr / J CABLE TT OF(6),TO REMAIN -I / CABLE.ttPOF161,TO REMAIN yX`CHBINE eR'SS'o (El T-MOBILE COVP,PIP J (E)T-MOBILE COVE,ttP OF ¢ti OF(21.TO REMAIN (2),TO REMAIN 93006PE 1 _ '';- [El ICE BRIDGE(TYPE (EI ICE BRIDGE(M) Digitally Signed 1' \Lh-l\ L— C— OREGON (Eli-MOBILE NSN HIGH (E)T-MOBILE NEN HIGH 1''`L(R �'@,c� CAP HCS CABLE(I75 LF). CAP RCS CARTE(175 I EI, J6j/OO T+,O�e TIP OF(2),10 REMAIN TYP OF(2),TO REMAIN I EXPIRES:6/30/2021 3 10/15/2013 Wells Holmetr,« 'L TT IS.A VIOLATION OF LAW FOR ANY PERSON, N N UNLESS THEY A,CED PROFESSIONAL THE DIRECTION TO ALTER TEES DOCUMENT. ....../ °EXISTING EQUIPMENT LAYOUT PLAN di i, ®FINAL EQUIPMENT LAYOUT PLAN di Ili SHEET NUMBER: EVISIO SCALE: 11X17 SCALE 3/8"=1'-0" 0' 1' 3' 5' 4,.i SCALE: I IX17 SCALE I/4"=1'-0" 0' 2' a— /ILV 8 ^/ 22X34 SCALE:3/4"-1'-0" 22X34 SCALE:1/2"=1'-0" �•— C_ 1 ••2 0 NOTES: 1? \� I. THE PROJECT CM/PM TO VERIFY ANY REQUIRED ` PAINTING REQUIREMENTS FOR PROPOSED TOWER. Fri . ® • ■1 •1 ANTENNAS.ANCILLARY EQUIPMENT.CABLES,AND YYY Dile HARDWARE PRIOR TO ORDERING/INSTALLING (E)BEACON TIP HEIGHT h EQUIPMENT, (E)BEACON TIP HEIGHT n A(E)I-MOBILE ANTENNA TIP HEIGHT / 136.8'AGL Y _ / 136.8'AGL`r 1 V 135.8'AGL _ J IF)i-MOBILE ANTENNA TIP HEIGHT (E)I-MOBILE ANTENNA 11P HEIGHT$ ▪(F)T-MORILE ANTENNA TIP HEIGHT IN)1-MCRILE ANTENNA TiIP HEIGHT n 1348'AGL 135.8'AGL V 135.9'AGL 1 34HE AGL`1 ,y (E)i-MOBILE ANTENNA RAD C.8 A EK p ▪(NBC)I-MOBILE ANTENNA RAD CENTER 0 IS]a AGLE ANTENNA RAD CENTER 132.81 AGI V / .fi��.1 \ IEI TOP OF MONOPOLE p 131.fl'ACI 130.0'AGL$ � \ IE)TOP OF MO0.0'AOGL _.. iIi1 .! ..ice E: CROWN v CASTLE LEI OTHER CARRIER RAD CENTER (E)I-MOBILE ANTENNA MOUNTED I I — 1190 TOE A (E)OTHERCARRIER RAD CENTER!� p� fEI I-MOBILE ANTENNA MOUNTED -�II -- 119A'AGL v TO LOW-PROFILE PLAT FORM,TIP Y I TO LOW-PROFILE PLATFORM,FTP Y u OF(1)PER SECTOR,(3)TOTAL TO OF(1)PER SECTOR.(3)TOTAL TO REMAIN;SEE SHEET C-S REMAIN;SEE SHEET C-3 AMG•GGI (C)T-MOBILE ANTENNA MOUNTED CAPITAL OESIDN SERVICES IN)I-MOBILE ANTENNA MOIINTED ei, ~ IO I OW-PROFII F PI AT FORM,TOP 10 LOW-PROFILE PLATFORM,TYP x 1 G 1 air Ave e,SUITE aGa OF(2)PER SECTOR,(6)TOTAL TO OF)11 PER SECTOR,(3)TOTAL,TO ,�G OL26PIA,WA 98806 C �_ ,�G I60 91 s.cvso BE REMOVED;SEE SHEET C-S BE ADDED;SEE SHEET C-S W W W.CAPITALGESIGNSER V ICE S.P[l o I 1 I T-MOBILE SITE NUMBER: P001373B ! II II (E)OTHER CARRIER RAD CENTER a,q I , I I ------I 90.0'AGL V (F)OTHER CARRIER RAD CENTER Y Y I-I 9o.a AGL' BUT#: 824338 GREENBURG 11744 SW PACIFIC HWY TIGARD,OR 97223 EXISTING 130.0'MONOPOLE I-MOBILE EQUIPMENT I-MOBILE EQUIPMENT ANTENNA CL 131 8' ANTENNA CO 131 8' ISSUED FOR: MOUNT CL 129.8' MOUNT CL 129.8' J raj D.9TE DRUM DESCRIPTION maz ®07/09/2019® PRELITIDNAAV 0 10/14/2019®FINAL CX DRAWINGS mg --_—_ -1111 —_Miii —llllll- /- (El 130.0'MONOPOLE (E)130.0'MONOPOLE ��/ECTOR G R Y R G G VECTOR PROJECT it U2819411.t91 (f)I-MOBILE NSN HIGH CAP HCS )f)T-MOBILE NON HIGH CAP HCS CABLE(I-5 )I OF(COO REMAIN CABLE)175 T-MO)I E 1 OF(COO REMAIN (E)I-MOBILE'OF(COAX CABLE. TIP OF I6),ION REMAIN IEI iNOBILTMPO/FB(6)010 REMAIN i tCpCD PRO;e � CNG'BEe.J'� f Z, 93806PE / Digitally Signed OREGON 44'(LY 10 71111 (g LIND I EMPIRES:IL/30/2021 a 10/1512019 l._. _ (fI TOP OF GRADE Wells Holm °`°"FF'"°III IE)TOP OF GRAD; D.D V - D.0' —scexoouaa IT iS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY.IRE ACTING UNDER THE DREC1TON OF{LICPNSED RTHIS SIONOLNNGINEEP( O EXISTING ELEVATION O NEW ELEVATION \` TO ALTER DOCUMENT. J A'1 SHEET NUMBER: VISION. SCALE: IIX17 SCALE:I/16"=1'-0" 0' 8' 16' 32' 2 SCALE: 11 X17 SCALE:1/16"=1'-0" 0' 8' 16' 32' ii (^ INNE 22X34 SCALE:I/8" '=1-0" 22X34 SCALE:1/8" '=1-0" . `v 2i1O ) _ ji "SN's T-MOBILE ANTENNA SCHEDULE - FINAL CONFIGURATION T-MOBILE EQUIPMENT SCHEDULE (TOWER/POLE) • : • •l O1 ••1 m •SECTOR EXIST/NEW QTY POSITION TIP HT AZIMUTH MFR MODEL PORT DIMENSIONS WEIGHT REMOVE(E)/(E)TO QTY TECHNOLOGY MFR MODEL DIMENSIONS WEIGHT / (L x W x D) (LBS) REMAIN/ADD IN) (L x W x D) (LBS) EXIST 1 Al 135.8' 15° COMMSCOPE FFHH-65C-R3 OCT 95.9"x25.2"x9.3" 142.2 REMOVE(E) (2) - ANTENNA COMMSCOPE HBXX-3817TB1-A2M 54.7"x 11.9"x 7.1" (43.3) ALPHA NEW 1 A2 134.8' 15° NOKIA AEFIA - 72.44'x 25.6"x11.8" 273.4 REMOVE(E)-- (2) ANTENNA ANDREW TMBX-6517-R2M _ 82.9"x 6.6"x 3.3" (15.4) e. A3 REMOVE(E) (2) ANTENNA ANDREW TMBXX-6517-A2M 74.9"x 12.0"x 6.5" (44.4) ` A4 REMOVE(E) (3) RRU _ NOKIA FRIG 23.8'x 17.2"x 7.5" (59.9) EXIST 1 Bl 135.8' 135° COMMSCOPE FFHH-65C-R3 OCT 95.9"x252'x9.3" 142.2 REMOVE(E) (4) RRU NOKIA FHFB 34.3"x126 x 7.8" (51.0) CROWN BETA ! NEW 1 B2 134.8' 135° NOKIA AEFIA - 72.44"x25.6'x11,8" 273.4 _ REMOVE(E) (1) RRU NOKIA FRIJ 24.8'x161 x 5.0" (46.3) I,:' CASTLE B3 REMOVE(E) (4) DIPLEXER COMMSCOPE _ CBC721-0DE-2X 7T'x6.Ox 3.7' (11.5) M B4 EXIST 1 C1 135.8' 255° COMMSCOPE FFHH-65C-R3 OCT 95,9"x25.2"x9.3" 142.2 (E)TO REMAIN • (3) ANTENNA COMMSCOPE FFHH-65C-R3 95.9"x 252"x 9.3" 142.2 GAMMA NEW 1 C2 134.8' 255° NOKIA AEFIA - 72.44"x 25,6"x11.8" 273.4 (E)TO REMAIN (3) RRU NOKIA A_HLOA 22.0"x 12.0"x 7.4" 83.6 C3 - (E)TO REMAIN (1) RRU NOKIA FXFB 19.3"x 22.0"x 5.2" 55.0 C4 (E)TO REMAIN (2) COVP RAYCAP RNSNDC-7771-PF-48 20.4"x 18.9"x5.8" 19.0 ii "9 CAPITAL DESIGN GERVICE9 • (E)TO REMAIN (6) 7/8"COAX CABLE - - - ±.50/LF 2101 4TH AVE E.SUITE 00Z .wn GSD.v�ssv (E)TO REMAIN (2) HI-CAP HCS CABLE - - - - ±1.60/LF i:_ S•! OLVMP.A,wA 750D6 �� sD - - W CAPITALDEEIGNSERVICE3.COM ADD(N) (3) ANTENNA NOKIA AEFIA 72.44'X 25.6"X11.8" 273.4 _ , WW. NOTES: I I. 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 '['-MOBILE SITE NUMBER: 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. P001373B 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. 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. BU#: 824338 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 GREENBURG WEATHERPROOFING KIT). 11744 SW PACIFIC HWY OANTENNA AND CABLE SCHEDULE TIGARD,OR 97223 SCALE: NOT TO SCALE EXISTING 130.0'MONOPOLE w /'WZ ISSUED FOR: / (EI T-MOBILE PIP OF(I)PER 2� Nl Q e I )i-MOBILE ANTENNA MOUNTED TO e 2 ® D:1T6 DAWN DESCRTPTTON DFS.i Q. SECTOR.(3)TOTAL,TO BE REMOVED 40 T y / LOW PROFILE PLATFORM,LIP OF(1) s/4 ' /} 0]/09/20'.9 PRELIMINARY CL Q � tfo PER SECTOR.(3)TOTAL,TO BE ADDED Q^$ONy Q -w.. / 0 10/14/2019 ZS FINAL Cx DRAWINGS® (f)T.MOBILf ANION,PIP OF(I PFR-\ Q EI C/¢' (Eli-MORLE AHLOA.IYP OF(11900 SECTOR.(3)TOTAL TO REMAIN \\\\\\ Q O� ;' SECTOR,(31101AL.TO REMAIN jw -_ ‘IIMINII IF wwF �/ 7 IN° tAtiah / . 'P•�Tr%� j�j/6G' -o • e TOR GP+`Th �/29gbgq ,. el TEN^ "'ze+ b H 4// \ GPM /, ��/ECTOR til:.\\,,,,v/ �y,�9.9 , O PN-255" �'9j//� c�� Uu ,+' $E USN q ' , \ SECT % ! rt!1n! ! R sP1C /� ± \1 (E)1 MOBILE ANTENNA MOUNTED TO MI,T,UM 4� ��� }1 I='\�}\yv (El T-MOBILE ANTENNA MOUNTED IO }T LOW PROFILE PLATFORM,TIP OF(I) �',,,,,,``,, 11TL1„"'.��������������µµ,, LOWP VECTOR PRQIECTtt:UTGf9.41f.191sr P ER SECTOR,(3)TOTAL.TO REMAIN %/ �'N Mp ROFILE3/TOTA TO REMAIN } any ` ��� NYy �4i ` y'� ;,iUx"= PER SECTOR.31iOTA TO REMAIN El• GN P � �' T\ s 11B\ B1 \p mq/� � �1iN1 $O�jN,UtM 255° 1 N\\\u .yl 0 9 r \1Ut1)° v'°�G BFjs �N1N 'yL r NNT\ M Tixzea NM" ry.vyrF }NM �. ti '`a te -� •7s:'�4% • `z 1�E_3 z�* r�s IE)I-MOBILE FHFB,PIP OF ( a '+�� ;` L� yTi�T' (4).TO BE REMOVED L Z =�� -Z�¢� xS� :��5 UJ PFO:, l \\., Sc�`P %v (El T.MOBILE FOES TO REMAIN ♦���F�G` s' (F)T-MOBILE FXFB TO REMAIN [E�EEG S (El T-MOBILE COVP,TYP OF \\. ` (FIT-MOBILE COVP,TYP Of -' 3. ? F- FP O (21.T0 REMAIN /F IEI i-MOBILE FRIJ 10 BF REMOVCD (2),i0 REMAIN i- Z' '4 93806E5 L (ry q^ G-9 a- Digitally Signed • MMP 1'N I�� V LrS��j nn GP �,• ♦� • OREGON --5ii ,TLN 255 F rJ., EC�LM NN25 r/ F!5'L roc^-Q›1� �y 94 re``sv I COVES:6/30/20211 (E)T-MOBILE ANTENNA MOUNTED TO r1"'rr 'y'9q? 10/15/2�19 • LOW PROFILE PLATFORM, RE OF(2)PER Jf v 3�'y ""`""'^^ Wells Holmes4 'J4 "- • SECTOR.(61 IOfAL,IO BE REMOVED 9 9 (E)T-MOBILE DIPLEXER,TIP OF(4) 1 REMOVED IT TEA VIOLATION OF LAW FOR ANY PERSON. N UNLESS THEY ARE ACTING UNDER TFIE DIRECTION N \ OF A LICENSED PROFESSIONAL ENGINFFF \` TO• AL TFR THIS DOCUMENT • - EXISTING ANTENNA LAYOUT At NEW ANTENNA LAYOUT llilli SHEET NUMBER: EVISIO . SCALE: 1IX17 SCALE:NTS R•f SCALE: 11X17 SCALE:NTS / Y.�• 20 22X34 SCALE: NTS 22X34 SCALE: NTS i -J .J.111 ANTENNA HCS 2.0 FIBER FEED W/ FIBER/POWER J- BOX IT 'VlQblle MODEL#: PENDANT W/ OVP r AEFIA q MODEL#: _ F MODEL#: B it'?" \1 • I` FD21206-48S55-XXX J 0 FE-16148-OVP-812 $ DIMENSIONS: LENGTH: 72.0" DIMENSIONS: DIMENSIONS: " / WIDTH: 260" LENGTH: VARIES '1-0=�' 0 DEPTH: 13.4" HEIGHT: 16.0" CROWN WEIGHT. 2420 LBS WEIGHT: 1.71 LB/FT _ WIDTH: 14.0" WEIGHT INCLUDES MOUNTING DFPTH: 8.0" I (/�talJ�) - BRACKET KIT) • TWELVE 6 AWG CFIBERS RS v=�` WEIGHT: 15.2 CASTLE • 48 SINGLE MODE FIBERS MANUFACTURER: 1 • PENDANT W/12HQLC CONNECTORS MANUFACTURER: J -1111 NOKIA MANUFACTURER: COMMSCOPE WI NOKIA NOTES: NOKIA NOTES: a .• CAPITAL I.-IA EDPVICI v. 20 E.SUITE 202 MOUNT ANTENNA PER MANUFACTURER k MOUNT PER MANUFACTURER ��EaNOTES: RECOMMENDATIONS 'mil. "s.°IspO6 . •G RECOMMENDATIONS. N. ••G� www.enPlTncoes1wscevmes.cc+ , i MOUNT PER MANUFACTURERI J/ RECOMMENDATIONS. I 1 ,1 1'MOBILE SITE NUMBER: a P001373B 1 BU#: 824338 �.,.,... GREENBURG 1 11744 SW PACIFIC HWY TIGARD,OR 97223 °ANTENNA SPECIFICATIONS °FIBER FEED W/ PENDANT SPECIFICATIONS OJ-BOX W/OVP SPECIFICATIONS SCALE: NOT TO SCALE SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE EXISTING 130.0'MONOPOLF 7705-SAR-A ABIA ASIA ISSUED FOR: 01 DATE U/MN IJ:SUSTTION ,DES./Q DIMENSIONS: DIMENSIONS: DIMENSIONS: ®m/o9/mI9 a IT+>:unlwsxr ca. HEIGHT: 1.73" HEIGHT: 1.1" HEIGHT: 1.7" 0 10/ta/2019®FINALCX DRAWINGS MEM WIDTH: 17.4" WIDTH: 8.6" WIDTH: 8.6" ----_ DEPTH: 9.5" DEPTH: 14.2" DEPTH: 14.2" --_-_ - WEIGHT: TBD WEIGHT: 4.4 LBS WEIGHT: 6.6 LBS MANUFACTURER: MANUFACTURER: MANUFACTURER: I ....\ All NOKIA NOKIA NOKIA VECTOR G ft e I It H II R• NOTES: NOTES: NOTES' VECTOR PROJECT X:U2819.411.191 MOUNT ROUTER PER MANUFACTURER MOUNT MODULE PER MOUNT MODULE PER MANUFACTURER S} RECOMMENDATIONS. MANUFACTURER RECOMMENDATIONS. RECOMMENDATIONS. i _ -ZNG tNe'SS, a 93806PE T 1111111111111111111111111111111 � ✓r4� �' s sss � � OREGON r .000l �o "! to e00 iQ00000 oo �°° ' co0 0 0oc J I� 7 ,eo '°o ° ° ® 'stIvo '00 CO CO 00 00 O o ' I i , o MIRES:6R0/202^D °° 0000coo°° oo om ro 1 011 5/2 0 1 9- Wells Holmess ° 6,. , IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 I7NLOV A LICENSEAPROFE SI NALEN.INFPk ON \\` OFALI TO ALTPR TIES DOCUMENT RTHE NFFF TO ALTER TIES DOCUMENT r. °ROUTER SPECIFICATIONS OC ABIA SPECIFICATIONS °ASIA SPECIFICATIONS SHEET NUMBER.: EVISIO SCALE: NOT TO SCALE C SCALE: NOT TO SCALE SCALE: NOT TO SCALE1111 C 0 —4 iltri MIobile- (N)T-MOBILE ANTENNA.IYP11 /-(NIHA DWARF MOUNTING 1 � HARDWARE PROVIDED BY \ ANTENNA MFR,INSTALL PER MFR I (N)OR(E)T-MOBILE ANTENNA,TYR it 1III RECOMMENDATIONS `` K (N)1-MOBILE RRU W/MOUNTING t•` CROWN BRACKET,IYP,ATTACH IO PIPE PLR MFR RECOMMENDATIONS - I µ ■ A STLE II �_(E)2"STANDARD 123I5"O.D.% CA STLE (E)2"STANDARD(2J /I5-O.D.X 0.154' 0.154"THICK)MOUNTING PIPE THICK)MOUNTING PIPE(UNO). (UNO) • CONTRACTOR TO REPLACE W/LONGER PIPE AS NEEDED TO ACCOMMODATE Ir°: NEW ANILNNAS ��. -�� CAPITAL DE51CN EEHVIi.:I \A•� z 1 ATN AVE E,SUITE 202 _= pOLVMPIA.WA V8506 �E i� 360.915 6'J50 NUM W'W\^/.CHPITALp E61GN5 ERVICE5.4 t1^' DOWN-TILT BRACKETS([TIP) ^- N /// 1 Atkqe 11 J T-MOBILE SITE NUMBER: (EI MouNTAssEMOLY P001373B (NI SIIEPROI CROSSOVER IYP ,, PLATE KIT AS NEEDED; -� CONTRACTOR TO VERIFY PIPE IDIAMETERS # GRBU ENBUR: 824338G j MOILED ASSEMBLY 11744 SW PACIFIC IIWY TIGARD, OR 97223 ®ANTENNA TO PIPE ®ANCILLARY EQUIPMENT TO PIPE 2 EXISTING 130.0' MONOPOLE SCALE: NOT TO SCALE SCALE: NOT TO SCALE MI ISSUED FOR: ��,MI DATE D11R2. , I.YNCRIPTION mu Illy 02/09/20 2 Z$ PRELILUN_UIY EME Ell 10/14/2019®FINAL CR DRAWINGS -III_II_-_ F100R MOUNT LOCATION,TYP OF)6) 2,� LLBOLT MOUNT 4 LOCATION.TYP OF(2) I 111 )VECTOR i ! R Y I rt• • R A FPKAIJ-BOLT MOUNT I' VECTOR PROJECT It U2819.411./91 LOCATION,IYP OF)2) `,-)\ ����', (N)FPK MOUNTING BRACKET,TIP O ( ) �O Ol MB5120MM BOLL ���/// VVV DM OF I2) `<VLG PROC,. ® `71 71RCgSSf GGU DD LI : �� _ p 3806PE •::: 44 i ® LI 'a I EXPIRES:10/15/Oi0 11 •Zi 10l15/2CI9 •OOO O^ �O�O MIOX I 20)(150MM Wells Holmesu "'^"""'"�`E #1WU.. o . BOLT,IYP OF(2) TT LS A VIOLATION OF LAW FOR ANY PERSON. • �Q� I UNL ASS THEY ARE.SCTING UNDER THE DIRECTION 11M111 \` OF A LICENSED PROFESSIONAL ENGINEER, J TO ALTER THIS DOCUMENT FMFA FIXING POINTS SIDE FRONT SHEET NUMBER: EVISIO ®RRU/COVP MOUNTING BRACKET ®NOT USED 11111 C_� O SCALE: NOT TO SCALE SCALE: NOT TO SCALE 8771N_R4 LTEAWS+PCS+000+>� @�, ■ "1 ; oblle ®:.. UNITS PCS#GSM PCS Jt: AAFIA Legend / aa.ln / \ .WSUt6KY I -: CROWN I UMW r, P41,0, CASTLE dM, - LIE AWS+PCS AN'! ::"111 .•oo (Alpha Sector o!rs ae _.■ CAPITAL i (LILTRU S.K NOEPM.lor) 0 S ( :: wwwcAPrt o 0r0N 00amces-m u4M511'. a , : iT I lY ea, I FI I®®®® L Q7_ I — I'-MOBILE SITE NUMBER: ® — P001373B — w BU#: 824338 / GREENBURG ,- Q uII IIIIIII II I 11744 SW PACIFIC HWY +I I TIGARD,OR 97223 i II_IH. I y EXISTING 130.0'MONOPOLE IiiLl l ■ ■ ,n • 0_ •: ARLQA r■M■ex9, (e00T700Mhz Duel Band) I -Leo �J 6I1 11 ISSUED FOR: nP COIP 1 �.�. <OYP% — —i REV :.'_F DPW,: DESCRIPTION ,TIES/Q± remEl 0]/09/2019 ZS PRELIMINARY CL RENA --Clt VA 10/Iri‘-F] LrX DRAWINGS EN �_ mM (GC,Iob: OfYY IPwwrS Pey _ 50eM ~ COUP .mow � COUP le.' A )YECTDR 1 e n o i n e e e s Power EEC TOR PROJECT';U2619.411 191 11 ism 1705(CSIq Par Supped p i 1 Illll10lr 1,Ij i1111!,y1 I L [ 'LLIIJ -7. , 71 — - • Ilm.. mm 4IttlEii. c.uSSJ C( ' ,n.wi.'.x Y_wl can ev°'m."^^s i'' . I .e..--g 31 (. 2) HI!✓ g9 PROM 4,tivG 111£EgsSo 93806PE r Digitalty Signed OREGON 9 F2141-D 2E1' PM METOPES. '.'3 "1 w,.C=:�i O5MPC5 /S 5 5 Hi I SPIRES:6/30/10'� 10/15/2019 '°2 _ •I mil. Tl.! w_ ... • • I • wf1 I I nnnn f IY/mow• _ _ w nrl• II I _ r_ _ I •II r.rrlw l I . " I Wells Holmes F'r '�,,_ A.I ESE WILL BE REPLACES WRH ASIA - I a*im dam IT IS A VIOLATION OF LAW TOR.LNY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMEA-T- J ()PLUMBING DIAGRAM SCALE: NOT TO SCALE SHEET NUMBER: EVTSTO C—6 0 NI J GROUNDING NOTES: �i `\ ri I. GROUNDING SHALL COMPLY WITH LATEST EDITION .1■ .14obileu OF THE NATIONAL ELECTRICAL CODE,AS WELL AS T-MOBILE STANDARDS. 2. MINIMUM BENDING RADIUS FOR GROUNDING CONNECTORS IS 8". l 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. ..,,. re «.. // \ 4. ALL GROUNDING CONNECTORS TO BE CLEAN CROWN AND FREE OF PAINT AT THEIR MATING SURFACESY4. CASTLE AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.USE PENETROX ANTIOXIDANT -- GREASE(OR APPROVED EQUAL). �y F " 5. ALL GROUND BAR CONNECTIONS ARE TO BE i 1 2-HOLE LUG COMPRESSION TYPE.STACKED \1 "= ' CAPITAL DESIGN SENVICI CONNECTIONS ARE NOT ACCEPTABLE.BACK TO • - BACK CONNECTIONS ON OPPOSITE SIDES OF THE ""'�"� ■o ,■ 4::::R AVEE.9 SUITE 202 GROUND BAR WILL BE PERMITTED. ��o L 360 A,WA 750 ■� 3so v�ssyso • NNJW_CAPITALDESIGNSEF VILES.CO ui , 6. ENSURE ALL MECHANICAL CONNECTORS ARE (NI ANTENNA OR OTHER MEWJ ANCILLARY EQUIP,PPP TORQUED TO THE MANUFACTURER'S SPECIFIED .� - " VALUES. . . 7. MULTIPLE BONDS ON GROUND RODS TO BE f \` SEPARATED BY AT LEAST 6". T-MOBILE SI I E NUMBER 8. MAXIMUM RESISTANCE OF THE COMPLETED P001373B GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED CADYJELD BU#: 824338 THROUGH HOLES IN ANY METAL OBJECTS OR CONNECTION ITTP7 GREENBURG SUPPORTS;TO PRECLUDE ESTABLISHING A"CHOKE' POINT. 11744SWUT PACIFIC HWY R2 A WG GROUND LEAD 10 ANTENNAS. TIGARD,OR 9/223 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. RSA SURGE SUPPRESSORS ANTENNAS. WAS,TVP 11. GROUND RING BURIAL DEPTH SHALL BE 30". DOUBLE LUG MECHANICAL EXISTING 130.0'MONOPOLE 12. A CERTIFIED CONTRACTOR WILL MAKE ALL CONNECTION ITTPI MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR GROUND BAR MOUNTED NEAR EQUIVALENT.THE ACCEPTABLE RESISTANCE ANTENNAS AT TOP Or STRUCTURL MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE.THREE DISTANCES \ l SHALL BE USED:1 AT 100 FEET,1 AT 70 FEET AND 1 AT 35 FEET.THESE DISTANCES ARE SUBJECT TO A SITE-BY-SITE BASIS.T-MOBILE SHALL BE GIVEN 24 ISSUED FOR: HOURS NOTICE.ALL COSTS ASSOCIATED WITH R2 AWG(GREEN)INSUI MED COPPER GROUND LEAD FROM GROUND BAR GB all D.SI'E DAWN DESCRIPTION MEM GROUND TESTING WILL BE AT THE EXPENSE OF THE AT OF STRUCTURE.TO GROUND Eg 07/09/2019® PRELmnN.ARY CL CONTRACTOR. BAR AI BASE OF STRUCTURE 0 10/14/2019 ZS FINAL CXDRAR`INGSNM - -_ GROUND BAR MOUNTED AT BOTTOM OF SUPPORTING STRUCTURE FOR COAX GROUND KITS , ,VECTORG n S 1 TI E E Ra GB GROUNDING LEGEND ® GROUND BAR MOUNTED ON CABLE GROUND TEST WELL BRIDGE FOR W G MAT JUMPER TRANSITION 0� ' 0 GROUND ROD A MECHANICAL CONNECTION GB (DOUBLE HOLE LUG) EQUIPMENT/COMPOUND GROUND RING ■ CAD WELD CONNECTION PROVIDE MIN OF III GROUND BAR FOR EQUIPMENT CABINET • CONNECT PER MANUFACTURER GROUNDING SPECIFICATIONS ------- GB GB I GROUND BAR IT IS.A VIOLATION OF LAW FOR ANY PERSON, L EARTH GROUND UNLESSN OTHEYNRFDPROACTING UNDER I E.ENGINEER .. OF{pGO ALTER R THIS90VALENGIFENA TO N.TEA THIS DOOI.N�NT J N..( SHEET NUMBER: EVISION�. G- 1Co �� OFFICE COPY CITY OF TIGARD REVIE D FOR CODE COMPLIANCE Approved: OTC: I ] Permit#: 3o1fl — one) ) 2 Address: �v y y �c„G _� [_ 1- i��� Suite #: By: • ) Date: O tCtR1 S1 f r' ION- R13 EQUIRED State of Yeg� t ' SrA,7I8.4ty Cede ❑ Concrete and F1r in#or:-ing Steel ❑ Bons Installed in Concrete (� SPA,?Moment-Feasting Concrete France ® Reinforcing S,teei& Prestressing Steel Tendons ❑ Strurf,•a WrAing IA1 i ,`r ::3trefi i 3ei:ing Structural Masonry s.;..r,-,-cJ ,Gyp3=ern Concrete ❑ ,n o rsio Fill ❑ "a'Gy;:,r, s., i- resistive Materials C� F: Ptc;s and Caissons 4 M x �� PERNIIY r :,; i -inn.; rrcavati0n and Filling vR►`-'D'r( QF THE ISSUANCE OF A PERON OTC�' ON CONS Lij {;r;,.. r, ;4s DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE EOF CODEERR O RSOFFICIALE OO C FROM RIN