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Plans (100) LEGAL DESCRIPTION Q PARCEL THE NORTH N 60 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND IN SECTION 36,TOWNSHIP 1 SOUTH,RANGE 1 WEST OF THE WILLAMETTE MERIDIAN,WASHINGTON COUNTY,OREGON,TO-WIT: ._ BEGINNING AT THE NORTHEAST CORNER OF THAT CERTAINLIM TRACT OF LAND IN THE GEORGE RICHARDSON DONATION LAND CLAIM NO.55,SECTION 36,TOWNSHIP 1 SOUTH,RANGE 1 WEST, WILLAMETTE MERIDIAN,WASHINGTON COUNTY,OREGON, CONVEYED TO RALPH L.PALMER AND ELMA E.PALMER BY DEED iimilLal) RECORDED ON PAGE 759 OF BOOK 251,WASHINGTON COUNTY DEED RECORDS;AND RUNNING THENCE ALONG THE EAST LINE OF THE PALMER TRACT SOUTH 0°08'EAST 39.4 FEET TO AN IRON ROD OPP SET SOUTH 52°23'WEST 25.0 FEET FROM THE NORTHWEST CORNER OF LOT L OF TWIN OAKS LANE,A PLAT OF RECORD; THENCE CONTINUING ALONG THE EAST LINE OF THE PALMER TRACT SOUTH 0°08'EAST 194.8 FEET TO AN IRON ROD WHICH IS THE POINT OF BEGINNING OF THE TRACT HEREINAFTER DESCRIBED;THENCE FROM SAID TRUE POINT OF BEGINNING RUNNING SOUTH 89°43'WEST 192.8 FEET TO AN IRON ROD; THENCE SOUTH 0°08'EAST 154.0 FEET TO AN IRON ROD ON THE SOUTH LINE OF THE PALMER TRACT NORTH 89°43'EAST 100 FEET FROM THE SOUTHWEST CORNER THEREOF;THENCE FOLLOWING D Architectural Engineering SAID SOUTH LINE NORTH 89°43'EAST 192.8 FEET TO THE Structural SOUTHEAST CORNER OF THE PALMER TRACT;THENCE NORTH POCC.xcNuexcc.MP Survey 0°08'WEST 154.0 FEET TO THE TRUE POINT OF BEGINNING; 20210 142nd Ave NE Ph 4259061869 EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO woodllwde,WA98072 F3 425 4822083 THE STATE OF OREGON,BY AND THROUGH ITS STATE HIGHWAY 'w'.Uxcom.ro'n COMMISSION,BY DEED RECORDED JANUARY 3,1984,IN BOOK 503, PAGE 463,WASHINGTON COUNTY RECORDS. DATE: 5-1-17 ALSO BEGINNING AT THE NORTHEAST CORNER OF THAT CERTAIN DRAWN BY: RJG TRACT OF LAND IN THE GEORGE RICHARDSON O.L.C.#55 IN SECTION 36,T1S,R/W,W.M.,WASHINGTON COUNTY,OREGON, CHECKED BY: RBH CONVEYED TO RALPH L.PALMER AND ELMA E.PALMER BY DEED RECORDED ON PAGE 759 OF BOOK 251,WASHINGTON COUNTY, SUBMITTALS OREGON DEED RECORDS,AND RUNNING THENCE ALONG THE REV DATE DESCRIPTOR BY EAST LINE OF THE PALMER TRACT,S0°08'E.39.4 FEET TO AN IRON / 5.1-17 PRELIMINARY CONSTRUCTION RJG ROD SET S.52°23'W.25.0 FEET FROM THE NORTHWEST CORNER 2 5-28-17 FINAL CONSTRUCTION RJG OF LOT 1,OF TWIN OAKS LANE,A SUBDIVISION OF RECORD; 3 8-15-17 REVISED FINAL CONSTRUCTION ENS THENCE CONTINUING S.0°08'E.194.8 FEET TO AN IRON ROD; 4 9-28.1 RFCD.NEW Ms ITL RUNNING THENCE S.89°43'W.72.8 FEET TO AN IRON ROD;RUNNING 5 9-29.11 RFCD NEW RFV JDM THENCE PARALLEL TO THE EAST LINE OF THE PALMER TRACT a 10-2-11 RFCD ROTATE MOUNT RIG N.0°08W.142.4 FEET TO AN IRON ROD;THENCE CONTINUING 7 10-20-1T RFCD ADO MICROWAVE In N.0°08W.36.2 FEET TO A POINT ON THE NORTHERLY LINE OF THE PALMER TRACT;THENCE N.52°23'E.91.7 FEET TO THE PLACE OF BEGINNING.SUBJECT TO THE RIGHTS FO THE PUBLIC OF ALL PORTIONS LYING WITHIN PUBLIC RECORDS. \�4 ARGY,� c PARCEL II: , ' �/ A TRACT OF LAND IN THE SOUTHWEST QUARTER OF SECTION 36, !t TOWNSHIP 1 SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN,IN r- soe ? ASHINGTON H T TRACT OF- OLAND CONVEYEDUNTRY, NTO RALPH L.PALMER,ET,AND BEING A PORTION OUX,BY 9TF F OF O��G' DEED RECORDED IN BOOK 251,PAGE 759,DEED RECORDS: APPROVAL STAMP BEGINNING AT THE NORTHEAST CORNER OF SAID PALMER TRACT AND RUNNING THENCE ALONG THE NORTHERLY LINE OF SAID PALMER TRACT SOUTH 52°23'WEST 91.7 FEET TO A POINT,WHICH IS ALSO THE NORTHWEST CORNER OF THAT TRACT OF LAND lib CONVEYED TO JOHN METCALF,ET UX,BY DEED RECORDED IN DEED BOOK 387,PAGE 610,WHICH IS ALSO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED;THENCE SOUTH 0°08'EAST ON THE WEST LINE OF SAID METCALF TRACT 178.8 FT TO THE SOUTHWEST CORNER THEREOF ON THE NORTH LINE OF THAT TRACT CONVEYED TO ROBERT H.CANDLISH,ET UX,BY DEED c RECORDED ON PAGE 141 OF DEED BOOK 384;THENCE ALONG THE SITES EASTERLY LINE OF THAT TRACT CONVEYED TO THE STATE OF N OREGON,BY AND THROUGH ITS HIGHWAY COMMISSION BY DEED a. RECORDED IN BOOK 518,PAGE 341 NORTH 32°3812"WEST 127.61 POR DARTMOUTH - FEET TO 5/8 INCH IRON ROD ON THE EAST LINE OF THAT TRACT g11744 PACIFIC HIGHWAY ° CONVEYED TO FRANK STALICK AS RECORDED AT PAGE 423 OF TIGARD,OR 97223 DEED BOOK 352;THENCE NORTH 0°4129"WEST ON LAST SAID z EAST LINE 1.86 FEET TO THE RIGHT OF WAY LINE OF U.S.HIGHWAY w 99W AT A POINT ON A CURVE WHOSE RADIUS'S 1472.4 FEET; cc i0 ON A SAID CURVE LEFT AN ARC DISTANCE OF 78.78 FEET *, SHEET TITLE THROUGH A CENTRAL ANGLE OF 3°03'55"TO A POINT ON THE 2 LEGAL DESCRIPTION WEST LINE OF SAID METCALF TRACT,NORTH 0°08'WEST 3.35 FEET W FROM A 3/8 INCH ROD;THENCE NORTH 0°08'WEST32.97',MORE OR Rc LESS,TO THE TRUE POINT OF BEGINNING. o SHEET NUMBER w f 65 T-1 .1 GENERAL NOTES: ABBREVIATIONS: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR AFF ABOVE FINISHED FLOOR JT JOINT SEWER SERVICE. AFG ABOVE FINISHED GRADE LAM LAMINATED AFS ABOVE FINISHED SLAB LF LINEAL FOOT 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION(NO HANDICAP ALUM ALUMINUM MANUF MANUFACTURER ACCESS IS REQUIRED) AB ANCHOR BOLT MAX MAXIMUM L ANGLE MECH MECHANICAL 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,APPROXIMATELY 2 TIMES PER ARCH ARCHITECTURAL MH MANHOLE 111111 MONTH,BY VERIZON TECHNICIANS. BTS BASE TRANSMISSION SYSTEM MM MILLIMETER BLDG BUILDING MIN MINIMUM 4. NO NOISE,SMOKE,DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. BM BEAM MISC MISCELLANEOUS BOT BOTTOM MPH MILES PER HOUR 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. B.O. BOTTOM OF MPH METAL 0 BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST BOS BOTTOM OF STEEL NOM NOMINAL VERSION. CJ CONTROL JOINT NTS NOT TO SCALE f CENTER LINE OC ON CENTER 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF CLG CEILING OD OUTSIDE DIAMETER ._ THE WORK REQUIRED BEFORE BID SUBMISSION.NO COMPENSATION IN ANY FORM WILL BE PAID FOR CLR CLEAR OH OVERHEAD EXPENSES RESULTING FROM FAILURE TO DO SO. CMU CONCRETE MASONRY UNIT OPNG OPENING kW COL COLUMN OPP OPPOSITE 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONC CONCRETE PCS PERSONAL COMMUNICATION CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION CONST CONSTRUCTION SYSTEM MANAGER. CONT CONTINUOUS 2 PLATE 4011.411) CTR CENTER PR PAIR 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, DIA/0 DIAMETER PSI POUNDS PER SQUARE INCH ELECTRICAL LINES,AND ANTENNA CABLES. DTL DETAIL PSF POUNDS PER SQUARE FOOT (E) EXISTING PT PRESSURE TREATEDOOP 10. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS,ETC.IS INDICATED AS PROPOSED LOCATIONS ONLY. EA EACH RAD RADIUS CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF EJ EXPANSION JOINT RD ROOF DRAIN WORK. ELEC ELECTRIC/ELECTRICAL REINF REINFORCED/REINFORCING EL ELEVATION REQ'D REQUIRED 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE EQ EQUAL RM ROOM PRE-CONSTRUCTION CONDITION OR BETTER. EW EACH WAY RAN RIGHT OF WAY EXP EXPANSION SCHED SCHEDULE 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP.PROVIDE A MINIMUM OF 72 EXT EXTERIOR SECT SECTION LDC Architectural HOURS NOTICE TO CONSULTANT. FD FLOOR DRAIN SF SQUARE FOOT Engineering FIN FINISH SIM SIMILAR Structural 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE FIN FLR FINISH FLOOR SQ FT SQUARE FOOT THE VGROUP Survey CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE FLR FLOOR SS STAINLESS STEEL 0210SS 142AveNE 08 425 806 1800 CONSTRUCTION MANAGER. FTG FOOTING STD STANDARD WwachnvikK,WA 98072 Fx.426482.2893 GA GAUGE STL STEEL www.LACcorp corn 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF GALV GALVANIZED STRUC STRUCTURAL WORK AND ACCEPTANCE.PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT GYP GYPSUM TEMP TEMPORARY THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. GB GYPSUM BOARD THK THICK DATE: 5-1-17 HM HOLLOW METAL T.O. TOP OF DRAWN BY RJG 15. PROVIDE VERIZON WITH A WRITTEN WARRANTY,EFFECTIVE FOR ONE YEAR AFTER DATE OF HOR HORIZONTAL TOS TOP OF STEEL ACCEPTANCE.FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING HR HOUR TOC TOP OF CONCRETE CHECKED BY: RBH THIS PERIOD AT NO EXTRA COST TO VERIZON. HT HEIGHT TYP TYPICAL HVAC HEATING VENTILATION AIR UNO UNLESS NOTED OTHERWISE SUBMITTALS 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL CONDITIONING VERT VERTICAL REV DATE DESCRIPTION BY FROM THE CONSULTANT.FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING INSUL INSULATION W/ WITHI v PRELIMINARY CONSTRUCTION 030 THE INSTALLATION AT THEIR EXPENSE. INT INTERIOR WWM WELDED WIRE MESH z W20.17 FIN.CONSTRUCTION RIG 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY 3 8.15-17 REVISED FINAL CONSTRUCTION ENS `7'28-17 RFC[NEW RODS KTL REGULATIONS.ALL OSHA REGULATIONS,ALL PUBLIC AND MUNICIPAL AUTHORITIES,AND ANY UTILITY 9.17 RFCD NEW REDS 301.1 COMPANIES'REGULATIONS AND DIRECTIVES. 5 10-7-17 RECD ROTATE MOUNT R. 7 10-20-17 RFCD ADD MICROWAVE KTL 18. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK.EXACT 0 DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE II DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE.ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE •\�\�(tED 49,, CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE , HALL INTENT OF THESE DOCUMENTS. ,t"Pie .0- // 19. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA,COAX AND sf '02 ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 9Te OF OR's r< 20. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH.ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. i APPROVAL STAMP LEGEND AND SYMBOLS: CHAIN LINK FENCE X X CEDAR FENCE a a POWER P F. UNDERGROUND POWER ucP k TELCO T _ UNDERGROUND TELCO um OVERHEAD POWER OH SITE - BOUNDARY -- CENTERLINE - POR DARTMOUTH O a 11744 PACIFIC HIGHWAY REVISION BUG ZL Z TIGARD,OR 97223 Lu )11 ELEVATION PROPOSED ELEVATION cr O SHEET TITLE 0'-0"AGL • n GENERAL NOTES DETAIL NUMBER eNrCV SHEET NUMBER Cat 2 Matson Days Before You Dig p 1-800-332-2344w SHEET NUMBER SECTION BUG VZI tNWbe underground Location center G G-1 .0 U 15.73" 1.81" PARTS: ,..d________ ITEM QTY DESCRIPTION • 0 0 0 1 ADAPTER,POLE,LOWER to oi 0 0 o 1 BRACKET,DOWNTILT,POLE { o • ° 3 1 BRACKET,DOWNTILT,ANTENNA RAYCAP Tot. r0 , IIIII 0 6 1/2 X 1 HEX HEAD BOLD DISTRIBUTION RAYCAP TOP e _ e OVP BOX DISTRIBUTION�`,I ^ Q 6 1/2 SPLINT WASHER OVP BOX III'4 a✓ I Q 2 _ 5/16 X 1 HEX HEAD BOLT ,+`c OPTIONAL 2 5118 SPLIT WASHER0 RAYCAP RAYCAP —�--. _�.-� DOWNTILT t✓ 4 1/2"THREADED ROD DISTRIBUTION OVP BRACKET 9 8 1/2"SPLIT WASHER DISTRIBUTION 4 � OVP BOX BOX MOUNTING 111 �4Y 12 1/2"NUT MOUNTING BRACKET PANEL BRACKET �► O N ANTENNA(TYP) IP 1111Y� illtt' SII Ii HEX BOLTi,361 li ''', a: 8' j BACK TO BACK PIPE MOUNT(SITE A` fi X11 1 Li PRO# BBPMKI) INT �� 'oi 1:1 0 PIPE BRACKET / `. ( 15.73" I 1.61" 10.25" �i 0 PER MFR. 1 / ,...•"*. .X _ Y Ai 1110/"%..„\. ! PLATFORM ���. FRONT SIDE \r \�LOCK WASHER �� PL TF RM 1� \IOOP �' O NUT ! Ih,," i AV, ° NOTES ' FLAT WASHER ,'' t ���1I•' ' 5'1 PIPE MOUNT(TYP) 1 ANTENNA MOUNTING BRACKET AND THE UPPER. INSERT SCISSOR BRACKETS BETVVEEN THE ` �`— 1.rl) POLE ADAPTER BRACKET.SECURE USING 1/2 INCH 1 111 HARDWARE PROVIDED. MOUNTING PIPE 2. TO SET THE DEGREE OF DOWNTILT,ALIGN THE + ^ Architectural DESIRED HOLES ON THE SCISSOR BRACKETS AND MANUFACTURER:RAYCAP L®( Engineering SECURE USING 5/16 INCH HARDWARE PROVIDED. MODEL:RCMDC-3315-PF-48 ���/// Structural THE NUMBER OF CONNECTORS WILL VARY BASED WEIGHT:21.5 LBS Mt MIL rNCINNPANG GROUP Survey ON ANTENNA TYPE. 'DIMENSIONS:25.66"x19.18"x 15.73" 20210142nd Ave NE Ph 4258061869 'strikesorb modules installed to wooaONrle,WA 98072 Rx.425 eel zea protect 6 remote radio heads www LOC cn p corn DATE: 5-1-17 ANTENNA MOUNTING DETAIL 6 RAYCAP DISTRIBUTION OVP BOX DRAWN BY: RJG I 22"x34"SCALE:N.T S I 11"x17"SCALE:N.T.S. I 22"x34"SCALE:1"=1'-0" 1 11"x17"SCALE.1/2"=1'-0" CHECKED BY: RBH 18 0" 7 0" ERICSSON SUBMITTALS � � , i RRUS 22212 ERICSSON REV DOTEDESCRIPTION BY o MANUFACTURER:ERICSSON RRUS 11 OR MANUFACTURER:ERICSSON 1 -i_V_PREUMINARY CONSTRUCTION 680 MODEL:RRUS 22212 2 5.26,11 r94aL CONSTRUCTION RJG cA RRUS 32 MODEL:RRUS 32 WEIGHT:103.6 LBS 4I� `1 (BAND B13,66A,2,5 VARIANTS) 3 8-15-17 REVISED FINAL CONSTRUCTION ENS ��• WEIGHT:55.1 LBS DIMENSIONS.95 9"x18 0"x70" �� WEIGHT:82 LBS 4 8.28-17 WU]NEW REDS N <'.4..' PIPE BRACKET DIMENSIONS:27.6"x12.4"x7.4" i'--, FREQUENCY:REFER TO RFDS SHEET DIMENSIONS:18.5"X12.6"X13.5" PER MFR. MOUNTING KIT:MOUNTING KIT s roan RFCD RD A EMouNT ROG MOUNTING KIT:TBD __ ry OPPOSITE TIDEDc,..1, 6 10-2-0 RFCD:AO:DATE OWAVE KIT SIDE ii _ / is RRUS 1 BRED ARC a _ , ATTACHMENT \�� tip,TO MOUNTING r/ 11 el BRACKET. ` 11� / N. PROVIDE 80mm �1 `1-' ��� ' `'� M10 HEX BOLT, sf !t A b) it C > (2)LOCK 97 F�'noc MOUNTING BRACKET ������� �'�� �` �� o WASHERS,(2) F Of 0� V, `►�`�=4f 1� '���0/`�i; FLAT WASHERS FOR WALL MOUNTING � III �, o &HEX NtJT 180 zn oC' APPROVAL STAMP m ERICSSON 1 RRUS 22212 'A to M10 NUTj No p LOCK WASHER oy ` ���1 • ,. 7✓ FLAT WASHER r f/ IETOP �� ������ \ � PIPE BRACKET �� A► / PER MFR. _ �1 RRUS SIDE SITE ! ' 300mm M10 POR DARTMOUTH 1 HEX BOLT 0 `, ': 11744 PACIFIC HIGHWAY ANTENNA z TIGARD,OR 97223 k_- ti MOUNTING I w PIPEcc a \/ ANTENNA 7.2,,„ Ol a, SHEET TITLE M, CONSTRUCTION DETAILS ` MOUNTING MOUNTING I N FRONT SIDE BRACKET PIPE,TYP t CO 2 CD SHEET NUMBER ANTENNA SPECIFICATIONSLu 3 RRUS 22212 UNIT DETAIL 2 RRUS 32 UNIT DETAIL 3 A I 22"x34"SCALE:1"=1'-0" I 11"x17"SCALE_1/2"=1'-0" I 22"x34"SCALE:N.T.S- I 11"x17"SCALE:N.T.S. I 22"x34"SCALE:N.T.S. 1 11"x17"SCALE:N.T.S. U '-�'o 0 'rAm 0 N .... 1... 1111 or LDC Architectural Engineering Structural THE CIVIL ENG W EEUNG Gray Survey 20210 142nd Ave NE PR 425 808.1869 Waadinvtle,WA 98072 FE.425 482 2893 wvrw.LDCcmp.CGrn DATE: 5-1-17 NOT USED 6NOT USED 5 NOT USED 4 DRAWN BY: RJG 22"x34"SCALE:N.T.S. I 11"x17"SCALE:N.T.S. I 22"x34"SCALE:N.T.S. I 11"x17"SCALE:N.T.S. I 22"x34"SCALE:N.T.S. I 11"x17"SCALE:N.T.S. CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY E VALMONT PART NO.MMO1 I 5-I-17 PRELIMINARY CONSTRUCTION RJG OR APPROVED EQUIVALENT Y 2 5.26-17 FINALCONSTRUCTI)N RJG N 6� 3 8-15-17 REVISED FINAL CONSTRUCTION ENS RE 4 9-28-11 RFCD:NEW DS 811. 5 9-29-17 RFCD.NEW REDS !DTA n rr. 8 10.2.17 RFCD.ROTATE MOUNT RJG 2-3/8"0 VERTICAL _7 10-20-11 RFCD ADO MICROWAVE NTL 1/2"0 U-BOLT TOP ANTENNA MAST o : &BOTTOM ;VALMONT PART NO.MM01 0 REO AR o 0.J MONOPOLE OR APPROVED EQUIVALENT ti Gc �y,r a MONOPOLE NOT .A 1 ► SHOWN FOR CLARITY ° -A. i/ �JJ1� 'E A o2 9 E001 V 1. �� TF OF ORS a�� ISO VIEW C ,,, APPROVAL STAMP a w� U //'� I� 2-3/8"0 STANDARD PIPE USED FOR 1E8"STANDOFF ; \ ANTENNA MOUNTING 0 1 t z RING MOUNT �! 1 PER PLAN �: /...... _®�` VALMONT PART NO.MM01 r �/ ,'r ..... E STANDOFF MOUNT w!(4) _�11131+ o 11!16"0 MOUNTING HOLES I.,r_ ©6"o.c.EA WAYMW MODEL: SC2.19088SITE G. ! - UNIVERSAL RING MOUNT(VALMONT 8"STAND OFF ARM MANUFACTURER: RFS POR DARTMOUTH #LWRM)INCLUDED IN RMV4 FOR SINGLE ANTENNA cc O ✓ NOTE: SPECIFICATIONS: 24"2J,20 LBS 11744 PACIFIC HIGHWAY ASSEMBLY.w/5/8"0 A307 THREADED (#MM01,SEE DETAIL) ODUS UNITS NOT m TIGARD,OR 97223 SIDE RODS FOR 12"0-45"0 MONOPOLES. SHOWN FOR CLARITY Z r (4)5/8"0 A325 GALVANIZED PROVIDE AN RM-ADK ADAPTER KIT I ODU MODEL: TBD Lii HEX BOLTS.PROVIDE ALL FOR 45"0-60"0 MONOPOLES. J MANUFACTURER: TBD 0 E SHEET TITLE SPECIFICATIONS: TBD 1'S CONSTRUCTION DETAILS ASSOCIATED HEX NUTS, FLAT WASHERS&LOCK N , WASHERSco a SHEET NUMBER MICROWAVE MOUNTING DETAIL 2 MICROWAVE DETAIL w A e 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. I 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 0 PROPOSED ANTENNA CONFIGURATION EXISTING ANTENNA CONFIGURATION SECTOR ANTENNA AZIMUTH TECH TIP ANTENNA MECH. COAX PER COAX 0 COAX SECTOR ANTENNA AZIMUTH TECH TIP HEIGHT ANTENNA MECH. COAX PER COAX 0 COAX QUANTITY HEIGHT SIZE TILT ANTENNA LENGTH QUANTITY SIZE TILT ANTENNA LENGTH 1 80° 850 CDMA 93.9' 94.8" 0° 2 1-5/8" 130' 1 80° 850 COMA 93.9' 94.6" 0° 2 1-5/8" 130' 1 1 80° 850/PCS/700 LTE 94.0' 95.9" 0° 1 HYBRID 130' 1 80° PCS LTE 93.0' 72,5" 0° 0 DIPLEXED&HYBRID 1 80° 850/AWS/700 LTE 940 95.9" 0° 0 HYBRID 1 ANTENNA TIP ANTENNA MECH. COAX PER COAX 1 80° 700 LTE 93.9' 94.6" 0° 2 1-5/8" 130' 7 SECTOR AZIMUTH TECH COAX 0 QUANTITY HEIGHT SIZE TILT ANTENNA LENGTH t 80° AWS LTE 92.0' 48.0" 0° 1 HYBRID 130' 1 160° 850 CDMA 93.9' 94.7" 4° 2 1-5/8" 130' ANTENNA ANTENNA MECH. COAX PER COAX SECTOR AZIMUTH TECH TIP HEIGHT COAX 0 O 2 1 160° 850/PCS/700 LTE 94.0' 95.9" 0° 1 HYBRID 130' QUANTITY SIZE TILT ANTENNA LENGTH 1 160° 850/AWS/700 LTE 94.0' 95.9" 0° 0 HYBRID 1 160° 850 CDMA 93.9' 94.7" 4° 2 1-5/8" 130 ANTENNA TIP ANTENNA MECH. COAX PER COAX 1 160° PCS LTE 93.0' 72.5" 4° 0 DIPLEXED&HYBRID SECTOR AZIMUTH TECH COAX 0 2 QUANTITY HEIGHT SIZE TILT ANTENNA LENGTH 3° 2 1-5/8" 130' 1 325° 850 CDMA 93.9' 94.7" 1 160° 700 LTE 93.9' 94.6" 4° 2 1-5/8" 130' 3 1 325" 850/PCS/700 LTE 94,0' 95.9" 0° 1 HYBRID 130' 1 160° AWS LTE 92.0' 48.2" 3° 0 HYBRID 1 325° 850/AWS/700 LIE 94.0' 95.9" 0° 0 HYBRID ANTENNA ANTENNA MECH. COAX PER COAX SECTOR AZIMUTH TECH TIP HEIGHT COAX 0 QUANTITY SIZE TILT ANTENNA LENGTH11111. SECTOR ANTENNA AZIMUTH MODEL# RAD ANTENNA MECH. COAX PER COAX 0 COAX 1 325° 850 CDMA 93.9' 94.7" 3° 2 1-5/8" 130' QUANTITY CENTER SIZE TILT ANTENNA LENGTH MW 1 78.49° SC2-190BB 85.0' 24.0" TBD 1 CATS 125' 1 325° PCS LTE 93.0' 69,4" 3° 0 DIPLEXED&HYBRID iiiii.C11)3 TASK SUBMITTED ON: 09/29/17 3 HYBRID 130' 1 325° 700 LTE 93.9' 94.7" 3° 2 1-5/8" 130' NOTE' 1 325° AWS LTE 92.0' 48.2" 3° 0 HYBRID OP • OTHER CARRIER ANTENNA ARRAY(S)NOT SHOWN FOR CLARITY 6retained Diplexers TASK SUBMITTED ON: 09/29/17 1 HYBRID 130' • UPGRADE/REPLACE STANDARD PIPE(S)AS NEEDED (700/850) • T-ARMS TO BE ROTATED 15°TO AVOID ANTENNA SHADOWING EXISTING VERIZON WIRELESS LDC Architectural Engineering PANEL ANTENNA(TYP 1 PER EXISTING VERIZON WIRELESS PANEL structural ROTATED EXISTING VERIZON SECTOR,3 TOTAL TO REMAIN) ANTENNA(3 TOTAL TO BE REMOVED) TRcrne.GINEMNccwov Survey 20210142nd Ave NE Ph 425 WIRELESS T-ARM MOUNT(TO REMAIN) y W00d wik,WA 98072 Fx 425 4822893 T2s www.LDCcc,p.can -'92 EXISTING VERIZON WIRELESS .- II 850 CDS' T-ARM MOUNT(TO REMAIN) rO ci,(TO BE ROTATED) 650 CVOs DATE: 5-1-17 11\ c\ DRAWN BY RJG s EXISTING VERIZON WIRELESS CHECKED BY: RBH �Cj, r0 RAYCAP DISTRIBUTION OVP BOX / EXISTING VERIZON WIRELESS O y {2 TOTAL TO REMAIN,1 @ o RAYCAP DISTRIBUTION OVP BOX L2 p / (2 TOTAL TO REMAIN,1 @ SUBMITTALS cP ANTENNAS,1 @ EQUIPMENT) (� 0� !j. ANTENNAS,1 @ EQUIPMENT) REV DATE DESCRIPTION BY I 5117 PRELIMINARY CONSTRUCTION RJG r �s �s 0o P0 / \ 0 rJ L,TE 1 5-26-17 FINAL CONSTRUCTION RJG O �� 44,./ .0 ��i '''.413-' /1 8`�I pCS1700 LTE `���,° Oi'J pC T 928'?REVISED FINAL 7 RECO NEW REDS CONSTRUCTION ENS >O r \1 5 929,17 RFCD NEW REDS JEW RELOCATED EXISTING VERIZON p / WIRELESS DIPLEXER NEAR (A. .'10r SECTOR 1 8D° ! y SECTOR 1 60 s o.zn RECO ROTATE MOUNT RJG ANTENNAS(TYP 2 PER SECTOR, 0 10-20 17 RECO ADO MICROWAVE __ 582 6 TOTAL TO REMAIN) _ v'4 • {% 1.Ts% ( W51700 LTE jC' \ / 8501 A , \ , \ LTE ��ED qp ELE 'lMAIN) V r %- - // �y -,.'u �i so /�00 t \\,,,., s� - woe 02 Av1SLTE PROPOSED VERIZON JD APPROVAL STAMP PROPOSED VERIZON WIRELESS WIRELESS MICROWAVE W/ • RAYCAP DISTRIBUTION OVP BOX RING MOUNT&CATS l (4 TOTAL,2 @ ANTENNAS,2 @ L•=" CABLE(1 TOTAL)(BELOW) EXISTING MONOPOLE EQUIPMENT) '� EXISTING ON WIRELESS RRUS UNIT(6 TOTAL TO BE REPLACED,3 (TO REMAIN) �� .9 y @ ANTENNAS,3 @ EQUIPMENT) I O PROPOSED VERIZON WIRELESS RRUS o '} 1 Ti S 22212 UNIT(TYP 1 PER SECTOR,3 TOTAL) /� z t , 0 Q F4 �o v $ C `pa SITE 0 U ON 0 N CC, O POR DARTMOUTH PROPOSED VERIZON WIRELESS RRUS y m EXISTING MONOPOLE m0 O 32 UNIT(TYP 2 PER SECTOR,6 TOTAL) u 00 $ (TO REMAIN) IX 11744 PACIFIC HIGHWAY 13 r� m TIGARD,OR 97223 EXISTING VERIZON WIRELESS S ' m N DIPLEXER NEAR ANTENNAS(TYP w s > EXISTING VERIZON WIRELESS PANEL ANTENNA 6 > 8 PROPOSED VERIZON WIRELESS PANEL o (TYP 2 PER SECTOR,6 TOTAL TO BE REPLACED) 2 PER SECTOR,6 TOTAL TO rtREMAIN)(TO BE RELOCATED) Oco SHEET TITLE ANTENNA(TYP 2 PER SECTOR,6 TOTAL) p ANTENNA CONFIGURATION N w SHEET NUMBER m PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION 1 RF-1 O 1 22"x34"SCALE:1/2"=1-0" I 11"x17"SCALE:1/4"=1-0" I 22"x34"SCALE:112"=1'-0" I 11"x17"SCALE:1/4"=1'-0" 0 • STRANDED CU WIRE WITH GREEN,600V, SPECINSULATION.SIZE AS .� SPECIFIED NEW COAXIAL GROUND KITS W/LONG • BARREL COMPRESSION DOUBLE LUGS,ATTACH TO GROUND BAR& COPPER GROUND BAR INSTALL BY ANTENNA CONTRACTOR ON WALL,ICE BRIDGE, .e0 (CADWELD TYPE-GL) FLOOR OR ON \i TYPICALLY ANTENNA TOWER '--\ �- 12"TO 24" r �� • 120'MAX NEW 4"x24"x114 THK COPPER q�P'' -))P; ANTENNA CABLE < 21/2" I _ GROUND BAR INSTALLED BY0 I NIII GROUND ISOLATOR GENERAL CONTRACTOR CU� � �O�(0)�G)�O) C��(�i ��� O) MAX (TYP N EACH AR O •O • ` v i U ! === ,� illiii .• GROUND BAR) 0000 0 0 0 0 0 0 0 0 0 0 0000 °°°000000000000°°a O J 11o L\—..) OWEATHERPROOFING KIT 0 0 0 0 0 0 0 0 0 0 0 0 0 TWO HOLE LUG,BOLTED (SEE NOTE 3) CABLE a) TO GROUND BAR USING — CONNECTOR • 3/8"-16x1/4"STAINLESS CABLE GROUND KIT 0 0 STEEL HEX HEAD BOLTS1110111. 26"MGB OR 6"ANTENNA AGB — AND HARDWARE #6 AWG STRANDED COPPER 0 FIELD VERIFY / GROUND WIRE(GROUNDED _ _ TWO HOLE LUG,TO BE USED WITH#2 AWG TO GROUND BAR).SEE NOTE //� SOLID TINNED BARE CU WIRE OR STRANDED 1 AND 2 #2 SOLID BARE TINNED J CU WIRE WITH GREEN,6O0V,THHN/THWN COPPER WIRE CADWELD INSULATION TO ANTENNA STRUCTURE, (TYPE-GL) BUILDING RING GROUND OR MGB NOTES G. TES 1. DO NOT INSTALL CABLE GROUND KIT ATA BEND AND LDC Architectural Engineering ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. Structural 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE rHECIVIL ENGINEERING oro2r Survey NOTE NOTE KIT WITH TWO HOLE LUG. COAT ALL MECHANICAL CONNECTIONS WITH"NOOX" GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, W000142nd nl a WA980 2 Ph 4254822893 OR APPROVED EQUAL. SHALL USE EXOTHERMIC CONNECTION. COLD SHRINK SHALL NOT BE USED. www.LOCccrp.can DATE: 5-1-17 GROUND BAR 6 GROUND BAR CONNECTION 5 CABLE GROUNDING DETAIL 4 DRAWN BY RJG I 22"x34"SCALE:3/16"=1'-0" I 11"x17"SCALE:3/32"=1'-0" I 22"x34"SCALE:1"=1-0" I 11"x17"SCALE:1/2"=1-0" I 22"x34"SCALE:2"=1'-0" I 11"x17"SCALE:1"=1,-0" CHECKED BY RBH SUBMITTALS REV DATE DESCRIPTION BY E I 5.617 PRELIMINARY CONSTRUCTION RJG 2 5-25.17 FINAL CONSTRUCTION RJG :+ A 15.17 REVISED FINAL CONSTRUCTION ENS TO ANTENNAS • a 5.28.17 RFCD NEW REDS KTL 5 9-29-17 RFCD'.NEW REDS JDM 6 10-2-17 RFCD ROTATE MOUNT RJG 7 102017 RFCD ADD MICROWAVE KTL RX2 Y1111 Y TX1/RX1 ii , ,RfD gROy JUMPER REQUIRED ONLY WEATHERPROOFING --," BALI FOR 1-5/8"0 COAX OR FOR 1 a • KIT(TYP) N.-p1 i/ EASE OF CONNECTION U' • - " 2 (TYP) 111 IIIIl �r o I I I STANDARD GROUND 4 OF 0.q`' KIT(TYP)SEE NOTE. E-20 CONNECTOR :I .I .� WEATHERPROOFING AI Pk A #6 AWG APPROVAL STAMP KIT(TYP)SEE NOTE 2 ` `' ✓ ( ANTENNA GROUND BAR, ANTENNA CABLE TO SIMILAR TO K16-057.MOUNT BTS EQUIPMENT(TYP) �� GROUND BAR NEAR TOP OF SELF SUPPORT TOWER, t- ,<•-' TOWER OR WAVEGUIDE LADDER INN r -# 2 AWG STRANDED SITE INSULATED BONDED TO POR DARTMOUTH T TOWER STEEL OR SELF lx 0 NOTES SUPPORT TOWER 11744 PACIFIC HIGHWAY D TIGARD,OR 97223 1. DO NOT INSTALL CABLE GROUND KIT ATA BEND w AND ALWAYS DIRECT GROUND WIRE DOWN TO cc ANTENNA GROUND BAR. O SHEET TITLEn GROUNDING DETAILS 2. WEATHERPROOFING SHALL BE ANDREWS.(TYPE AND PART NUMBER AS SUPPLIED OR N RECOMMENDED BY CABLE MANUFACTURER.) cc x • SHEET NUMBER ANTENNA GROUND BAR 3 NOT USED 2 NOT USED � E-2 1 22"x34"SCALE:1 1/2"=1'-0" I 11"x17"SCALE:3/4"=1'-0" I 22"x34"SCALE:N.T.S. I 11"x17"SCALE:N.T.S. I 22"x34"SCALE:N.T.S. 1 11"x17"SCALE:N.T.S. v '